The URL can be used to link to this page

Home My WebLink AboutSEWER/INTERCEPTOR/WILLOW CREEK (1997) I , SEWER! INTERCEPTOR! WILLOW CREEK 1997 , ~. \ o~ 5 6 E...~" \ ~ ',\\<>,,-> C'<'~~ In+e<,al'+-o,.,. ~ "'Cl~<>-~ - \"\'\"l .. +-- ~--- -- -- ----- _o~;l... -- -C:'-:b-.:'\::LS?:..~",. \\l_?~ ~ l -5\ a..u .l,:"'-"k.\-i\.h...:J-~--- ffi,,~cV'_~O_~_;jh ___m__ ----- a.:,",,^-_~~~~~__C\v-""'" _~"--_ ,,\\...s\- ",,,,__~.:=:{....~~~,,,J,._~~,,,,~~_.____ _~ +c...!>-~~_ _C_c Y"\_=L"~_3--<>"""~.5\ I.'l\~ __0 ~__\"D_v.~_<-C"'-\:IX\ ~__\ --L c> '>,.>9......,. \_.- IU- -- __0-_",,<h ~~ C\~~___O~ '3,.~ '" ~ ~ _--\-_c_~_1'_<:')l_\_<l-.~_C"'''5)JtX-=___ ---------~!;J S.._..,,\<--~'?__ ~<l<:: -+"'~--~.~~\()~_u__C~_....J'-.:::::_____ _ _ ____-:3::.b.*-4f_<--~~~ _.,~___ -S~~~'C ~1'.~~cl.c_.___ .--- ---------- --"----- -- ---- ----~ ------- -----~._----~--- --.-._- s..,_+or"" _o:LC.P_f:\-/-..-OL-Y;' 4:.nd ___ --- ---------- .._+--- --- . -- .<'_ .<'e_c.e,p ----- ---------- ...........- ~-- ------------_.~- -.- .3 -J4.n-",_'17_ ____f?"sDIv..b.=_ _ 91- f 3:'l___C3.lA_+ho."'~;"'J .~J~-.,sb~!S'+; c::wt_ ._cI'_.peC"""'h-e.>:>t:_eS-ser:r:>e.I'Yfs___ - and _-!:e!>f'o('O..!:'j_- c::'.D6s:!-r<..,d:".Q,,_,gcL<;;_ery]e.>:\h__ f,r__c.Qost:r:.....d-:.DI:\.. o-f'__f4__ 4J, j{o~____ _ .._ _____.._Cre~I.{_ Irr!-~r cepfor:.....-Se.c,;>_e.L_ .pc.o~=...-t.____ _' ._.__ ------ --- --._-- -.. --- - -.- ~-- ------- 15. Oc..-\''l\ '\~ "-"'-.:,_~",A___ . S ~3S:_:;\' ~ <... ......~-" 0"'-30_ s;:- c~___':JJ_~\.\",~____C 'f ~____ _ .____~....LV\"'~'C__c:...:.<<...\'..:,.()'.c _ _o..",J.,._ L",-\<s_~~ ~ Q...~S_._ --------- -------....-.. --. ~~-------_. --- ---_.- . \ \ -- ~.u, -'\ 'l, __ ~\_"'-:--~_~~~" S~~-"-... ~ \ <;..c.....\.:Q'-\~_CL.",\f ".s_"-~~__ _SSlL ~ ~ ~.\ I:>_\..V_ C "':~\L.. l..~:,,-,..c.~p.:'-()y- __~~_ Lo....t3:r:.j._.~_~~_~__LSS>5;\::.~0. -.. -.---~.- .---- .- - ---------- '--1 _ ,,~~~_ L....,~ ~... ClM. S-\-", '<'\ \~.__ ~ ., ,,~_,,_ \*_o..!)~.3 _~~_.. (( \fb \.....0___ _ ~~. <:>'<' \~_~,j_C:<L"--\.OL 'Ie... ._~y, '<<' ;:L~ o~ C 9 "'.s\~\2.C\1 Q.."..S:Oi\'_.. - --- --- ----- - --- ,,- - ----~-----+---~---- ------"---- -. ----- /. ~0let:5 Se."-'e~ ~..kI'c.e,,+'O\" / u):( (DW Cre.e.K.. B~c+ - {qcn ID-hb-9g ~SOI\A.~o.1 9B-?>7 se::i+-,,,'j a.. p/:.Lbl',Q. hea.r'ihf} Dn,~ICvlS( sp.u.<;;".,~"" M cor.J-rC<cf, t- esf:-Mct&. of G~-/- *,V +L. czmstrvd,'O>-l... D+ .f-k.z . Wi 1I0l() Ce.ek. I >'>-terc.-ey+Ov <t k-+e..-a..iL Sewers Boje..c..f; d'lr"eeJ:,I'l? C;-+'j C.te.,rIL +0 -?<-<.bI::'Sh no+:;c'€. J..sa.;d h<<:<.y'n"~( ~chr.d-"'h9 .-\--L.. Q;..j,,'J t...~;n.-e.~v +0 pto.u.. SQ~a( p7a.ns em +'zl. --G, f4bb:,- " ,,""p-e.c-J; DY\-. .:J-Jl_ t;b- 9& Kesoh.J.; <fY' 'le,-7D "tJY'D\I;r'I' p1ctnS, s.pec.:;"f ~-.-c>{: co.....-t~c.t; re.~K. ~.(.e~C-efJ 1.0"- ~ LG::tuc..l ~e..WU' s ?rr6<!.c.-f; eS..f-ct.b/; 51,;....'iJ ~o.....rr+- I cJ' .b;d seu-.r;-4p +0 0:.c.o.-npev---) ~J-. h:.1( d;re.d-',Vl.'j C-+c; CJQ.('/{ -t-'O fi..t.hl;s"- tlo+;c..€... k .b.d.de.l"-S/... --f: ...;~") --I; "",e.. '" plo..CL -+or ('e~jF b-t .b ;Js.. \-:<.-.;,,,,'1'-' b' Q ""-..~, 0...\ ~0'"-A""- "'~ ~........\ <:''''\ 0...."'<- ~k{ ~ "2J""- ~\~ a\~" "-",,I.. X=\o'r"':-"''''- L\o~~ ~O~ -\.1;.... ~,\\o""-.J C"'~'- T"-'....r"'~_:f-\-<:>'v' -.S.....'-'-'''-..V' \?'l'O~~, \2...-\\\",,, -\1$ \..:0 "n",,,,~ ~"'-'--~ 'n....."'''-'''-''-" 0\,\(\ "'.....~ ~\"'\r''''';'r.~ Llt>.j~ q,,,,<>- -\-........ C\~ o~ T~w" C:--\,~ ~or- -\-~ ~... \'\<:> c.." C...";:"<.... I"'-\-....v"--"-'\:-\,w ---S "'- '-"'...;::--~ '<'<:>~ -Q..<:.:1. IIa-Api?- q& 13; d 'Tc<.L("J-~OVl ..s~e>Js +0..- +Ae.. u.);!{ouJ Cr<!eR.. :LrJ..~,,~or Se..u.7~('. I - -------.- Se.We..Y ILJ~.:("cepl-ot" I LUd(D<..O Ccee.K P~3 '*5 I :?~ e..d- - (1q7 I J-'er ~- 9'0 f\esolv..-t-ilT'-'-- 15- 1510 cu.cfhP';1.'''B +1....... rYl"QOi' -Io .si~yt 4 I-L." C;+'(\ Cle--l.. f-c, <d+-<>-;;.+ CLro. ~('e."-'11.e.rH- be-/-wlj!f1 M"lS Cx,tS<J-/P.rrf.5,.:Ezc.. o-f ::LO"",,- G-t-'6 I~ ~ +L. C-.+o ~.:I;,0&<- Cia -Iv frovide. eo"sf.r""C4-; on S....,_oJ€..o Se..~ 1I;<:<.-S: -for ..H~ W;/tDw c.,e.e.J( 7' 'l+e.rc.."f./ov ~ Wet'~( -SetDe..rs. ~~J"--~ J8'--'fr- '1'0 ~sol...J; ~ 91> - {511' Q<<Ja.d ;'19' c.o~+- c>.-vv( CC'-'-+~or i z..; h3 rfP.;r1'" -I- c. .s i (J r\. * L;+<o Cle...k. -I-e> cd+e~ ,~'<..<:.-I--t'cr fI..... Co,..,$-!- r<.<.c.+ ; ~ 0 f +J.u... u);{(1?W C-ee /( :L.+er--cerrlov ~ I....<<.-k..~ Sew~= F?qJ€d-. 7- rrl",/ - 'N ~V'"tk o-t ~('~et?1'?.c.f r ~1'"'..coY""V\'\P-I-t.c.-€- ~ F~(k"t.Y1,..+ 8.~ ~('O"'-- K6t~.... -Lrl.L. +:-r H.< i..V;,Ilow Cre.eJL. -::r:.l-.....ce-rl-ov {o l..a.+e.-a../ S"-~ er L I J g- --+r- '15 Aescl~.io-;""",,- '1g- /55 4.<..fJ..p,.; z;~ +L-. ~.. +0 S;~i'L .t <:..~ cJerl!- 1 +0 adhs-{- ,.q""en.t&2.!>1.I-.rz: I -tv fit.... ~lNU>1.~YLf c1id:iid. ~~ /(J 19f7, I J,.dwt~'L ~le6 Ctnl&...I~-S', -r....c... 0-1 7V7u.s~/"ID~. 8.' S~.s:..S "~"'\"J."'"'~ ::Z\l'-"':J-"i~ ~~,,,....~ '('....:J....> ..{.... \~...\..... " C."kb \~""''''''''') L~\- _ "'-""""- ~0''''''-''''''~'' ~\.....,-.....,.... 0"'",,-," ."...../\ ,Co,,\,,- ~-k('. ~~~~,,~-......"'<."-- "'-"-~ \?....~~~~ ~,,~~ \ \\<"'\.'<\.'>J\~~~m-u-...-\. o~ G'C'~"y-",\~o'r\ '\ c;........J.... C..~\~\-" <-,\~ 0* i",svv-..." <:.-~ "'\\"'~ J:...... (\"-,,,~ ~\\,,\.,"-' C.,.~ .l\.,,-\c....~c..~\cr ...""~ t-o....:>r:.....~ "'- \ '-S "-'" "U" ~ (;? (".'~ ~ ,') 3~"f._'1'? Q~;I- illa.,",,- ..!)p",- tP V' 3~ 3'1 rJc..flOl.. f5l^- Lc<"-L. ( U,,\,.....,,-<- L<.~) Cl\ -'S ,,\ _,\ ~ ,,"\>"'H"'-"~:J :D",,-~ s:;~.. \.J.:J\'\\"'->.:l 'Vr~c.. l.~\.sc...y:>-\cr ~,~~~& , (~"............, C"'~\VVl...-t1"~__,,oy>< -t-a C\"'-...."-<:.~~.Q..,Y\ "",\ I-\~V'\ -1b Q,~ .,(:.To~ \J:r) ---- ...:5..........,..... \ '\ .....\-...... <c..~,\,\ ci \ \.J..j \ \\I:l'0 ~X' L~ \?:J ~- t.f\-\ 5 \?'('o\~~ _ \'\'\.\ I ~ - 'A'j -'\ ".: ~~...."''''-'''-\ ~....~':\. ~".- ~\\,t>~ C..'<C.~" "J::,,-\.v'-'Z\l-\-<:>V' \?n~""0~""'-\'-'J""'t....... 6""..,,,,,.... \::) "-" ....\. I:'''''ov..\- Coy.,... ~"'''' ~ "''''-'''-. \:~ ~\\-j at ~,,'-'l"- c.:~ ~"r{\JVJ c.OV-l"l-<u- 0"; L,c.l.l.o \ 3.........\,,"'" ~ ...s"-<...o.......~ ..sv{.,J.;\ti ~ic,,-, . ?'b-\\":ri~ \J,J Co.:...",,,,.!.: ~ Ut~ S:;'" .. ~"\\o"-' c......-..x.... \' ...~...." <""-1;>\ bY- ..5 e.-.....J.......... ~ro\"--~ '->-> '.-\,'" \-\.....'o....A ..."',)... m"''''j 1>&, \~",-"",.'<'<\~ 5\0"- o...c...~~"'. ~\..___ ..5, z: C..o ...."'.cUr Lc.lr ..3 \ ('( o..~,,~'" ~..,"=:.~ ....~<l..... L.".\-s \ "'''~ Lt, Q,,~\....., S'"I,A..., ?-~~-'\'\ L....~"-:' ~\O"'" -\\--..... ~~~....\ r::-o....Y'- \\.-\0\ \'..-""\\0"'- \:\s.soc..-\ ,,\,{)~ -'<" C:.~~ C\~A ",,-J......J \\0. "''''' "'''' ':::J'~'" .... \\\,,~ ~r \"<>. ~"-~\,,o ,,,,,-, \J, S,..:~~ os;, "'low.... Cot'). ,- {-(-.b-Q9 1\"fJVl2.5t- .r'c c -mt,,{i~' '""- btJ A:e.-1Ko, .--L <]0. I. "\- ~c..b-'\,\ L~-1i ...... ~(''''<''<'- --\"'~ ~~~'("'~~ \\ '(' \:,; \rc....\\"'....... \\ "oS ",c:;.:., ~-\-, \l ~ -\-0 c.:,*~ Cl...~~ c.....A. ~c.. '" rv-. q..... J "'<t.n .... \6'\ "() .,,('" y.... \-<;..........~ \ ~....~, \,ls., C:+.::J "'~ \C:>\>-l.... C.."'~. \:J~ -"'o,r-" \ L.__~ ~< s;;:...." r-- ~~-'..'C~~........ \\ ("'\"'l-\-""-\~"h. {\ ..~o ~\""\"O~ -\. C;~ Cl~,,,.t,- "'-~..\. \\ "''''....o..x~...,.., .. \\\....~"'-r \r "'--' . '- C''''~''-'''''''''''v....... C<>,,\\.. 1~-<JUL--03 , Let*e. -FnyyV\ Ko.,t-FDrd A.cCic{-e,,--+~, rnd-eIV\.Vli~ CD ~~~ .re.: F,fb-',v",-_au', c.e.- cc.~, Pa..Gl mer<....-- bOnelS ----~ .. ?~~ E. of 5 - - ~""'...~ I 1n.4"o'ct.r,h,v I w;l/ow Cv H K.. (777 7-J)u- 9'1 K4!So.l......+. "'" '7?- 10.3 p.....ov;d;~ [)o1-;c..... -f1,A.-f c...! !e.4.S-I- ";....d..,Y --+',v-<. f'C.Y'C.{!,h.+ (q~ %) 0+ +4<- t-:Jo v k. l{,Vjdt..Y' fh c<::",J...c...d -Pov' +1.-"...... '0; 110...0 Cre" l( :r-",-!-e.v<:.ef-l-o v f Lc...+.v~ ..$.."we ~s rroj ed. h"-."- bee'1, c..o.......p( e-t-e.d ~ +1.<<-+ -fl,,~ C ~y i>t{-e....Js j,:; .r~ 1"'<<.$"- +.....-d s. ('<-fc0 "l <-d 1"..... v.5.....Co-t. t- +~ C/"'1*~v Y13 Code r:rt ::ZO..:>c...... , /I -:rAN _ C6 _ 1 B~FQr-t- t:. Y'l't,~Yl €... s 1"E:-~..w..o5 .f~s.olL<...-k-;tl'>-. 05 -.),~ C{ecepl."t -f/.... ,;JOY'I( lov' ~ W: f 0.../ C..-ed__ L+.t...c..~F "".....d Lz+-tY'1...( S€W~~ ---r:.oj-e.c...../-. . " ~"'''O '. . ~ " Prepared by: Chuck 5chmadeke, Director of Public Works. 410 E. Washington St., Iowa City, IA 52240 (319) 356-5141 RESOLUTION NO. 97-51 RESOLUTION AUTHORIZING THE MAYOR TO SIGN AND CITY CLERK TO ATTEST AN AGREEMENT BETWEEN STANLEY CONSULTANTS. INC. OF MUSCATINE.IOWA. AND THE CITY OF IOWA CITY TO PROVIDE CONSULT- ING SERVICES FOR THE WILLOW CREEK INTERCEPTOR SEWER PROJECT. WHEREAS, the City of Iowa City desires to own and maintain a wastewater collection system serving the entire city; and WHEREAS, providing a wastewater collection system which serves the entire city requires certain interceptor sewers to transport flows from major drainage areas to the wastewater treatment facilities; and WHEREAS, all major drainage areas except the Willow Creek drainage area have interceptor sewer service; and WHEREAS, the City now desires to complete construction of its interceptor sewer system; and WHEREAS, the City has previously obtained the services of Stanley Consultants, Inc. to design interceptor sewers and also prepare a preliminary design for the Willow Creek Interceptor Sewer; and WHEREAS, the City of Iowa City has negotiated an agreement with Stanley Consultants, Inc. for final design of the Willow Creek Interceptor Sewer. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: . 1. It is in the public interest of the City of Iowa City to enter into a consulting agreement with Stanley Consultants, Inc, for final design of the Willow Creek Interceptor Sewer. 2. The Consultant Agreement between the City of Iowa City, Iowa and Stanley Consultants, Inc. of Muscatine, Iowa is hereby approved as to form and content. 3. The Mayor and City Clerk are hereby authorized to execute the Agreement, which is attached hereto and incorporated by reference herein. " , . f, Resolution No. q7-~1 Page 2 Passed and approved this 11th day of February ,1997. MAYOR 1~;J'1f/)I'i~ Aft: ATTEST: ~~ .J! ~ hl.0i;L ~-lr4j CIT CLERK City Attorney's Office It was moved by Thornberry and seconded by Norton the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: X Baker X Kubby X Lehman X Norton X Novick X Thornberry X Vanderhoef pwadmin\stanley.res CONSULTANT AGREEMENT THIS AGREEMENT, made and entered into this 20ttijayof February ,1997, by and between - the City of Iowa City, a municipal corporation, hereinafter referred to as the CITY and Stanley Consultants, Inc., of Muscatine, Iowa, hereinafter referred to as the CONSULTANT. WHEREAS, the City ofIowa City, Iowa is desirous of obtaining the services of a consulting firm in order to continue to improve and extend Iowa City's wastewater collection system; and WHEREAS, the construction of the Willow Creek interceptor sanitary sewer system is necessary in order to provide sanitary sewer service extension to growth and development areas in the west and southwest areas ofIowa City and to relieve and partially replace the deteriorated and overloaded southwest interceptor sewer; and WHEREAS, the Willow Creek Interceptor Sewer Project will finalize construction of the City's interceptor sewer infrastructure; and WHEREAS, the CITY now desires a consulting firm to prepare final design drawings and specifications for bidding and construction of the Willow Creek Interceptor Sewer; and WHEREAS, the City of Iowa City has negotiated an agreement for said consulting services with Stanley Consultants, Inc. of Muscatine to provide said services. NOW THEREFORE, it is agreed by and between the parties hereto that the CITY does now contract with the CONSULTANT to provide services as follows: 1. SCOPE OF SERVICES CONSULTANT agrees to perform the following services for the CITY, and to do so in a timely and satisfactory manner. A. Final Design Phase The Final Design will include final drawings and specifications for bidding and construction. 1. Perform final design survey to supplement aerial mapping as needed for final sewer routes selected. 2, CITY will obtain aerial photography coverage, provide ground control, and provide digital aerial mapping database suitable for Intergraph CADD system. 3. Coordinate with local utilities to obtain final locations of existing utilities. 4. Obtain supplemental soil investigations along fmal selected sewer routes and at structure sites. 5. Coordinate with affected regulatory/review agencies. City will obtain Phase I Cultural Resources Study. cImJr:c:ica22:ia-city .elm ....\ . 6. Prepare final design computations. 7. Prepare final design drawings and specifications for a single contract based on improvements recommended in "Preliminary Design Report for Willow Creek Interceptor Sewer" prepared by Stanley Consultants. 8. Prepare easement plats for required easements and property plats for property required to be acquired, A total of 24 property parcels is anticipated. 9. Prepare estimate of project cost based on final drawing quantities. 10. Attend periodic progress review meetings in Iowa City. 11. Submit draft design drawings and specifications and discuss with CITY staff, 12. Incorporate review comments into final drawings and specifications. 13, Secure on the behalf of the City IDNR construction permit, IDOT utility accommodation agreement, Crandic Railroad crossing agreement, and required Corps of Engineers permits. C. Bidding Phase The Bidding Phase will obtain and evaluate bids and process documents for contract award based on one construction contract and one bid opening. 1. Develop list of qualified bidders. 2. Provide construction contract documents to prospective bidders. 3. Answer bidder's questions during Bidding Phase, 4. Prepare and distribute addenda. 5. Attend prebid meeting and bid opening. 6. Assist in evaluating bids received. 7. Assemble and process documents for contract award. II. TIME OF COMPLETION It is understood and agreed by and between the parties hereto that project schedule depends on input and interaction between the parties as well as other outside factors which may be unplanned and largely uncontrollable. Schedule milestones are therefore subject to adjustment based on actual conditions which occur during the course of the project. The CONSULTANT shall complete the various phases of the Project in approximate accordance with the schedule milestone as follows: clm:kc:iea22:ia-city .elm Page 2 . . . , A. Start Final Design February 1997 B. Submit Draft Drawings and Specifications September 1997 C. Submit Final Drawings and Specifications October 1997 D. Advertise for Bids December 1997 E. Open Bids January 1998 F. A ward Contract February 1998 III. GENERAL TERMS A. The CONSULTANT shall not commit any of the following employment practices and agrees to prohibit the following practices in any subcontracts. I. To discharge or refuse to hire any individual because of their race, color, religion, sex, national origin, disability, age, marital status, gender identity, or sexual orientation. 2. To discriminate against any individual in terms, conditions, or privileges of employment because of their race, color, religion, sex, national origin, disability, age, marital status, gender identity, or sexual orientation. . B. Should the CITY terminate this Agreement, the CONSULTANT shall be paid for all work and services performed up to the time of termination. However, such sums shall not be greater than the "lump sum" amount listed in Section IV, The CITY may terminate this Agreement upon seven (7) calendar days' written notice to the CONSULTANT. C. This Agreement shall be binding upon the successors and assigns of the parties hereto, provided'that no assignment shall be without the written consent of all parties to said Agreement. D. It is understood and agreed that the retention of the CONSULTANT by the CITY for the purpose of the Project shall be as an Independent Contractor and shall be exclusive, but the CONSULTANT shall have the right to employ such assistance as may be required for the performance of the Project. E. It is agreed by the CITY that all records and files pertaining to information needed by the CONSULTANT for the Project shall be available by said CITY upon reasonable request to the CONSULTANT. The CITY agrees to furnish all reasonable assistance in the use of these records and files. F. It is further agreed that no Party to this Agreement shall perform contrary to any state, federal, or local law or any of the ordinances of the City oflowa City, Iowa. G. At the request of the CITY, the CONSULTANT shall attend such meetings of the City Council relative to the work set forth in this Agreement. Any requests made by the CITY shall be given with reasonable notice to the CONSULTANT to assure attendance. H. The CONSULTANT agrees to furnish, upon termination of this Agreement and upon demand by the CITY, copies of all basic notes and sketches, charts, computations, and any other data prepared or obtained by the CONSULTANT pursuant to this Agreement clm:kc:ica22:ia<ity .elm Pag03 . " . -. without cost, and without restrictions or limitation as to the use relative to specific projects covered under this Agreement. In such event, the CONSULTANT shall not be liable for the CITY's use of such documents on other projects. \. The CONSULTANT agrees to furnish all reports, specifications, and drawings, with the seal of a professional engineer affixed thereto or such seal as required by Iowa law. J. The CITY agrees to tender the CONSULTANT all fees in a timely manner, excepting, however, that failure of the CONSULTANT to satisfactorily perfonn in accordance with this Agreement shall constitute grounds for the CITY to withhold payment of the amount sufficient to properly complete the Project in accordance with this Agreement. K. Should any section of this Agreement "found invalid, it is agreed that the remaining portion shall be deemed severable from the invalid portion and continue in full force and effect. L. Original contract drawings shall become the property of the CITY. The CONSULTANT shall be allowed to keep Mylar reproducible copies for the CONSULTANT's own filing use. M. Fees paid for securing approval of authorities having jurisdiction over the Project will be paid by the CITY. IV. COMPENSATION FOR SERVICES A, Methods and Amounts: CITY shall pay CONSULTANT for services included in Scope of Services lump sum fee amounts as follows: Phase Description Lump Sum Fee Final Design Phase $ 367,000 Bidding Phase $ 22,000 B. Payments I. CONSULTANT shall submit monthly statements for Final Design Phase in accordance with payment schedule tabulated below, The payment schedule is based on estimated percent of completion of CONSULTANTs Specified Services for the time specified. CITY shall review and approve, or negotiate with CONSULTANT, the actual percent complete based on actual work accomplished each month. CITY shall make prompt payments. Cumulative Percent of Final DesilP' Ta.k Description Lump Sum Fee First Month 5 Second Month 12 Third Month 22 Fourth Month 35 Fifth Month 50 clro:kc:iea22 :iH:ity .elm Page 4 '. . Sixth Month 6S Seventh Month 80 Draft Drawings and Specification Submittal 90 Final Drawings and Specification Submittal 100 3. CONSULTANT shall submit statements for Bidding Phase in accordance with payment schedule tabulated below. The fee schedule is based on estimated percent of completion of CONSULTANT's Scope of Services for each milestone listed: Percent of Bidding Phase Construction Contract Lump Sum Fee Willow Creek Interceptor Sewer Bid Opening 60 Contract Award 40 V. MISCELLANEOUS A. All provisions of the Agreement shall be reconciled in accordance with the generally accepted standards of the Engineering Profession, B. It is further agreed that there are no other considerations or monies contingent upon or resulting from the execution of this Agreement, that it is the entire Agreement, and that no other monies or considerations have been solicited, FOR THE CITY FOR THE CONSULTANT By: 1~J' r~ By:-6?,o.w...l)~ Title: 7Yla"dD.... Title: ~ V' \) ,h QrpA~".j- Date: 2111 I'?? Date: 2.{,.o J 0(' I I Attest: A~~ K~ Approved b~ 1 ~ City Attorney's Office .;z. (, - 4') Date dm:kc:ica22:ilM:ity.clm ....s P,.'<b Prepared by: Chuck Schmadeke. Oir. Public Works. 410 E, Washington St.. Iowa City. IA 52240319.356,5141 RESOLUTION NO. 97-188 RESOLUTION AUTHORIZING THE ACQUISITION OF PERMANENT EASEMENTS AND TEMPORARY CONSTRUCTION EASEMENTS FOR CONSTRUCTION OF THE WILLOW CREEK INTERCEPTOR SEWER PROJECT. WHEREAS, the City of Iowa City desires to construct the Willow Creek Interceptor Sewer Project ("Project") which includes a gravity sewer to the south and west areas of Iowa City. Flow in the Willow Creek interceptor sewer will go to the Napoleon Park pump station for pumping to the South Plant. WHEREAS, the City Council has determined that construction of the Project is a valid public purpose under state and federal law, and has further determined that acquisition of certain property rights is necessary to construct, operate and maintain the proposed project; and WHEREAS, the City's Consultant, Stanley Consultants, will be determining the location of the proposed Improvements; and WHEREAS, City staff should be authorized to acquire necessary property rights at the best overall price to the City. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: 1. The City Council finds that it is in the public interest to acquire property rights by warranty deed, quit claim deed and/or easement for the construction of the Willow Creek Interceptor Sewer Project ("Project"). which Project constitutes a public improvement under Iowa law. The City Council further finds that acquisition of said property rights is necessary to carry out the functions of the Project, and that such Project constitutes a valid public purpose under state and federal law. 2. The City Manager designee is hereby authorized and directed to negotiate the purchase of property rights by warranty deed, quit claim deed and/or easement for the construction, operation and maintenance of the Project. 3. In the event negotiation is successful, the Mayor and City Clerk are hereby authorized to execute and attest warranty deeds, quit claim deeds and/or easement agreements b for recordation in the Johnson County Recorder's Office, at City's expense. The City Attorney is hereby directed to take all necessary action to complete said transactions, as required by law. 4. In the event the necessary property rights for the Project cannot be acquired by , . Resolution No. 97-188 Page 2 negotiation, the City Attorney is hereby authorized and directed to initiate condemnation proceedings for acquisition of any and all property rights necessary to fulfill the functions of the Project, as provided by law, Passed and approved this 3rd day of June ,1997. 1f CJ ~~ MAYOR 'M1r<U ATTEST:~-.J .,f. ~ AP~ 2. \2WL .s~~4~") CIT CLERK City Attorney's Office It was moved by Vanderhoef and seconded by Baker the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: X Baker X Kubby X Lehman X Norton X Novick X Thornberry X Vanderhoef pwadmin\willowcr.res . . . \D -, -.J 0 C) - . ,- n <,-- . :;-": -f tI ~ - ,.~::::~ n- Ul " :-- --I,' . :<r " "T) ,." . -- ~~~ -&:"' ~. Y U1 C) . Project Manual . for . Willow Creek Interceptor and Lateral Sewers . . . . ~ . CITY OF IOWA CITY . October 1997 . . . . STANLEY CONSULTANTS, INC. Iii 1 I . OStanlcy Consultants. Inc. 1997 I I I - __ _____ n_____________ . . . ~ Cl 0 41 --:::.n ~ . --- ..- 7- - --- CO _c. <.JI , :::i.c; -0 rn -z (-~ :E: -='" . "'-r""(', .~;; --' -€' CJ::~ :::=/- <.JI y- O . Project Manual . for . Willow Creek Interceptor and Lateral Sewers . City of Iowa City . Iowa City, Iowa . . I hereby certify that this engineering document was prepared by me or under . \\\\\\1\\IIIfUIIIIII1/J, my direct personal supervision ard that I am a duly licensed Professional ~,\\... '/1/1. Engineer under the laws of the State of Iowa #' ~OfESSIOt\l~.q~ .#' ~ <l. ........... ~ ~ * ~ .. .. ~ ~ . S!=o:) ... '. ~~ ~~--~~".......... /0/.1/<7 '7 ~~.. ...~~ :::~: . (1'\~ & ~: CHARLES L : rn S- f I 10/3/97 =-J. .:0- Charles L. Meyer E : MEYER :' ~ . ;: ~ 05034 ; ~ - . . - My license renewal date is December 31, 1997, ~ ... ... i ~ tt.. .. ~ ~.. ..'tt~ ~ ........... ~ ~ J ~ . ~lllll OW p., ~\\,~' Pages or sheets covered by this seal: As listed in the Table of Contents. 1IIIIIIII'IJlII""'\\\\: . . . . 1347401 TABLE OF CONTENTS . wp956 Page I WILLOW CREEK INTERCEPTOR AND LATERAL SEWERS . CITY OF lOW A CITY IOWA CITY, IOWA 1.0 0 -.J . 1111 .E ==E c-~ ~U "- -- -I ti' ..-'-: Notice of Public Hearing "PH-I- ~= - <.n fj'=" . Advertisement for Bids -fe I thru' 3 Drawing List ::<r -n ~ =-- rr, I ~thru' , 2 Instructions To Bidders 0::::: 1 thruc<"S . Bid Form ~_.., If:thru'''''''4 Exhibit A - Unit Prices ".... t:?thru 5 Bid Bond Form BB-I Agreement Between Owner and Contractor 1 thru 5 . Performance and Payment Bond PB-1 thru 3 Standard General Conditions for the Construction Contract - EJCDC No. 191O-S (1990 Edition) 1 thru 42 . Exhibit GC-A to General Conditions GC-A1 thru A2 Supplementary Conditions 1 thru 7 Statement of Account Status I thru 3 Restriction on Non-Resident Bidding of Non-Federal Aid Projects 1 . Contract Compliance Program, City of Iowa City CC-1 thru IS DIVISION 1 GENERAL REQUIREMENTS . Section 01005 Administrative Provisions I thru 5 Section 01025 Measurement and Payment I thru 5 Section 01200 Project Meetings 1 thru 2 Section 01300 Submittals 1 thru 4 . Section 01400 Quality Control 1 thru 2 Section 01500 Construction Facilities and Temporary Controls 1 thru 3 Section 01600 Material and Equipment 1 thru 2 . Section 01700 Contract Closeout 1 thru 2 DNISION 2 SITE WORK . Section 02050 Demolition 1 thru 4 . Section 02110 Site Clearing I thru 2 Section 02220 Excavating, Backfilling, and Compacting for Structures I thru 5 Section 02221 Trenching, Backfilling, and Compacting 1 thru 15 . Section 02271 Plastic Filter Fabric 1 thru 3 Section 02273 Gabions 1 thru 3 Section 02274 Riprap 1 thru 2 . Section 02721 Sewerage Systems 1 thru 17 Section 02900 Landscaping 1 thru 7 DIVISION 3 CONCRETE . Section 03100 Concrete Formwork I thru 4 Section 03200 Concrete Reinforcing I thru 2 Section 03300 Cast-in-Place Concrete I thru 13 . DMSION 5 METALS Section 05990 Miscellaneous Metals 1 thru 4 . DMSION 6 WOOD AND PLASTICS Section 06610 Fiberglass-Reinforced Plastic Products 1 thru 4 Section 06620 Plastic Liner 1 thru 5 . TABLE OF CONTENTS 12004 - I . Page 2 wp787 DIVISION 11 EQUIPMENT . Section 11287 Slide Gates 1 thru 2 Section 11288 Sluice Gales 1 thru 2 . SHOPDRAvnNG TRANSMITTAL FORM Bound Herein . . . . . . . . co . lJ') .~ - !.:--":'" co :::::::=- c.cO' -, ::c LLJ- . n;l n c:r _.J~ L....2......... " :,) >- co - .......cI~ '-(,J =c::..~ - . CL >-- c::<:t (J c..)~ CJ 0 r- - (7) . . . . . - --- . NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT . AND ESTIMATED COST FOR WILLOW CREEK INTERCEPTOR AND LATERAL SEWERS PROJECT IN THE CITY OF IOWA CITY, IOWA . TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO OTHER INTERESTED PERSONS: . Public notice is hereby given that the City Council of the City of Iowa City, Iowa, will con. duct a public hearing on plans, specifications, . form of contract and estimated cost for the construction of Willow Creek Interceptor and Lateral Sewers Project in said City at 7:30 pm on the 16th day of December, 1997, said meet- . ing to be held in the Council Chambers in the Civic Center in said City. Said plans, specifications, form of contract and estimated cost are now on file in the office . of the City Clerk in the Civic Center in Iowa City, 1..0 Iowa, and may be inspected by any interested 0 -.J persons. ~C) a Any interested persons may appear at said :J:>:.::-; C") ~ -< . meeting of the City Council for the purpose of (")- - = making objections to and comments concerning en """=.. -,'c~, ,r said plans, specifications, contract or the cost of -f....r- -0 ~~ - .. making said improvement. _I'. :l:: 01.... . This notice is given by order of the City 0::0 -~ ~::"" .s:- '-" Council of the City of Iowa City, Iowa and as ):C. U'J provided by law. - . MARIAN K. KARR, CITY CLERK . . . . . . . . PH-l . ----- - --------- . ADVERTISEMENT FOR BIDS I WIllOW CREEK INTERCEPTOR AND LATERAL SEWERS I Sealed proposals will be received by the City Clerk. of the City of Iowa City, Iowa, until 10:30 am, local time on the 27'" day of January, 1998, and shall be received in the City Clerk.'s . office no later than said date and time, Sealed proposals will be opened immediately thereafter by the City Engineer. Bids submitted by fax machine shall not be deemed a "sealed bid" for . purposes of this Project. Proposals will be acted 1..0 upon by the City Council at a meeting to be held -J in the Council Chambers at 7:30 pm on 0 0 February 10, 1998, or at such later time and :::.:t; (") ~~ - -., -I uti . place as may then be scheduled, P'_, = 0-0 - .= U1 ~) The Project will involve the following: -tC~ ;1J ,-<:- -v - r'; =r;: -=-:; . WillOW CREEK o~ ~ . :d-' INTERCEPTOR AND LATERAL SEWERS ~~'. ~ }-- U1 Work. includes approximately 14,600 feet of - . PVC-Iined, reinforced concrete interceptor sewer ranging in size from 42" to 84" with reinforced concrete siphon structures, Iowa . River crossing, jacked highway and railroad crossings, and other related work.. Also included are 8" through 33" lateral sewers with augered highway crossings and other I appurtenances. Work shall be in accordance with the Bid- ding Documents, including the Project Manual, . and Drawings, prepared by Stanley Consultants, Inc" Muscatine, Iowa, which have heretofore been approved by the City Council and are on file for public examination in the Office of the . City Clerk, Each proposal shall be completed in tripli. cate, on forms provided with the Project Manu- al, and must be accompanied, in a separate . sealed envelope, by Bid security in an amount of not less than 5% of the Bid. Bid Bonds must be executed by corporations authorized to contract as Surety in the State of Iowa and in a . form described in the Contract Documents. Bid security shall be made payable to the TREA- SURER OF THE CITY OF IOWA CITY, IOWA and shall be forfeited to the City of Iowa City, I Iowa in the event the successful bidder fails or refuses to enter into a contract within ten (10) calendar days and fumish required contract security satisfactory to the City insuring the I faithful performance of the contract and mainte- nance of said Project, if required, pursuant to the provisions of this notice and other Contract Documents, Checks of the lowest two or more . bidders may be retained for a period of not to exceed fifteen (15) calendar days until a con- tract is awarded, or until rejection is made. . J . Other checks or bid Bonds will be returned after . the canvass and tabulation of bids is completed and repor1ed to the City Council. I The successful bidder will be required to fumish a bond in an amount equal to one hun- dred percent (100%) of tRe contract price, said bond to be issued by a responsible surety ap- I proved by the City Council, and shall guarantee the prompt payment of all materials and labor, and also protect and save hannless the City from all claims and damages of any kind caused I directly or indirectly by the operation of the contract, and shall also guarantee the mainte- nance of the improvement for a period of one (1) year from and after its completion and for- I mal acceptance by the City. The following limitations shall apply to this Project; Completion Date; The Work will be sub- . stantially completed within 520 days after the date when the Contract Times commence to run and completed and ready for final payment within 550 days after the date when Contract . Times commence to run. Additional intennedi- ate work items and corresponding milestone dates needed to accommodate OWNER's needs are as follows; . 1. Construction of Interceptor Sewer and connecting sewers within Kiwanis Park completed by June 1, 1998. . 2. Construction of Interceptor Sewer and connecting sewers within Willow Creek Park completed by August 1, 1998. 3. Construction of all Work on airport . property completed by March 1, 1999. 4. Construction of all Work within Dane road right-of-way completed between June 15, 1998 and August 15,1998. . Liquidated Damages; One thousand dollars ($1,000) for each day that expires after the time \.0 speCified for Final Completion until the Work is <J') ~ complete and five hundred dollars ($500) for co .:..::~ each day that expires after the time specified . !:......... 0::0 l:..'" ::;c !...i.J-- above in items 1., 2., 3., and 4. until the Work is -- .q ., - ......,..- complete, , '_)i- , \.0 A base set of Bidding Documents consisting . "= ,....u = - of 1 Project Manual and 1 full-size set of Draw- ~ ' ~ '-~ ings may be obtained from Ms, Rebecca Allen, [,:..:::". -- W (... -... C> -'~- Stanley Consultants, Inc., Muscatine, Iowa, 0 r- - telephone 319-264-6274, upon payment in the . "" amount of $75.00 nonrefundable. Additional Bidding Documents may be obtained at the same cost and are also nonrefundable, A pre bid conference will be held at . 10:00 am on January 13,1998 at Council Chamber at the Iowa City Civic Center. Repre- sentatives of OWNER and ENGINEER will be present to discuss the Project. . Prospective Bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. Bidders shall list on the Bid Fonn the names . of persons, finns, companies or other parties with whom the Bidder intends to subcontract. 2 I I - - -- - - - -------- . This list shall include the type of work and approximate subcontract amount(s). I The contractor awarded the contract shall 'submit a list with the Agreement of the proposed subcontractors, together with quantities, unit prices, and extended dollar amounts. If no . minority business enterprises (MBE) are utilized, the contractor shall furnish documentation of all reasonable, good faith efforts to recruit MBEs. Listing of minority contractors is available at . the City, and can be obtained from the Civil Rights Specialist at the Iowa City Civic Center by calling 319-356-5022. By virtue of statutory authority, preference . will be given to products and proviSions grown <.0 -- -.J and coal produced within the State of Iowa, and c;; CJ to Iowa domestic labor, to the extent lawfully :E: (""~I n =tl required under Iowa Statutes. The Iowa Recip- >= -f . - == rocal Preference Act Section 23,21, Code of 0< Ul T= Iowa (1991), applies to the contract with respect -t(~ to Bidders who are not Iowa residents, -(r- " L--=1 The City reserves the right to defer accep- ::"'rr 3: ('~ . 0-' , .' tance of any Bid for a period not to exceed 45 ;:::_... ..,.. ~~ calendar days after the date Bids are to be :c: U1 received, - . The City reserves the right to consider such factors as time of completion of the Work, materials and methods of construction, experi- ence and responsibility of the Bidder, and simi- . lar factors in determining which Bid it deems to be in its best interests. The City reserves the right to reject any or all Bids, to waive informalities or technicalities . in any Bid and to accept the Bid which it deems to be in the best interest of the City. Published by order of the City Council of Iowa City, Iowa. . MARIAN K. KARR, CITY CLERK . . . I . . I 3 . _..__.~ . 1347401 DRAWINGS LIST wp956 Page 1 I Rev . Drawin~ No. Title tiu.. 1 Cover Sheet, Vicinity Map, and Drawing Index 0 . 2 General Legends and Notes 0 l.O -.J 3 Interceptor Sewer Plan and Profile - Sheet 1 C) 0 0 ::.:r; n ~), . u g 'P-.., -l 4 Interceptor Sewer Plan and Profile - Sheet 2 0= ("),< - -== Ul ~ 5 Interceptor Sewer Plan and Profile - Sheet 3 --t C-:. -0 O~ . -<r---m - - - r," ~ ~ 6 Interceptor Sewer Plan and Profile - Sheet 4 o::~ .s:- 0"""'" :E,oP"- .. J>- Ul . 7 Interceptor Sewer Plan and Profile - Sheet 5 -0 8 Interceptor Sewer Plan and Profile - Sheet 6 0 . 9 Interceptor Sewer Plan and Profile - Sheet 7 0 10 Interceptor Sewer Plan and Profile - Sheet 8 0 . 11 Interceptor Sewer Plan and Profile - Sheet 9 0 il 12 Interceptor Sewer Plan and Profile - Sheet 10 0 13 Interceptor Sewer Plan and Profile - Sheet 11 0 I. 14 Interceptor Sewer Plan and Profile - Sheet 12 0 I 15 Interceptor Sewer Plan and Profile - Sheet 13 0 ,. 16 Interceptor Sewer Plan and Profile - Sheet 14 0 . 17 Highway I Lateral Sewer Plan and Profile - Sheet 1 0 18 Highway I Lateral Sewer Plan and Profile - Sheet 2 0 . 19 Willow Creek Court Lateral Sewers - Plan and Profile 0 20 Kiwanis Park Lateral Sewers. Plan and Profile 0 . 21 Miscellaneous Laterals 0 22 South Riverside Drive Lateral Sewers Plan and Profile Sheet I 0 . 23 South Riverside Drive Lateral Sewers Plan and Profile Sheet 2 0 . 24 Structural Notes and Details - Sheet 1 0 25 Structural Notes and Details - Sheet 2 0 . 26 East Siphon Structure - Plans and Sections 0 27 West Siphon Structure - Plans and Sections 0 . DRAWINGS LIST 13474 01 . Page 2 wp9S6 28 Siphon Structure Details 0 I 29 Traffic Control Plans. Sheet l' 0 . 30 Traffic Control Plans - Sheet 2 0 31 Bedding Details 0 I 32 Miscellaneous Connection Details 0 33 Manhole Details 0 . 34 Miscellaneous Details 0 I . . . I . <D . Ln <t I~' co ~:s: w";:: ~I :1::0 ~ !.J....J- II ~ r - . ......., <t _l>-=: n ',,:: '-- -- <..D ~" - -w r.i:_ f- ,-..-;- -'- . u (....)3:: = 0 c- O" . . . . . I 1347401 INSTRUCTIONS TO BIDDERS wp956 Page 1 I 1-1 DEFINED TERMS . A. Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract have the meanings assigned to them in the General Conditions. I B. Certain additional terms used in these Instructions to Bidders have the meanings indicated below which are applicable to both the singular and plural thereof. C. Bidder: One who submits a Bid directly to OWNER as distinct from a sub.bidder, who submits a I bid to a Bidder. \D D. Issuing Office: Office from which the Bidding Documents are to be issued and2!here the bidding I procedures are to be administered. ~ (") ~ =;jj . ~ E. Successful Bidder: Lowest, responsible and responsive Bidder to whom OWNJL~'(on iM basis"Of OWNER's evaluation as hereinafter provided) makes an award. -:4 ,. _ ~., I :-..... 0 J l,.1J r,. :z= ..... 1-2 COPIES OF BIDDING DOCUMENTS oO:C .;:- ';.3 <...-. .. ~- I A. Complete sets of the Bidding Documents in the number and for the purchase prfce stateian the Advertisement for Bids may be obtained from the Issuing Office. The purchase price is nonrefundable. I B. Complete sets of Bidding Documents must be used in preparing Bids; neither OWNER nor ENGINEER's Consultant assume any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. I C. OWNER and ENGINEER's Consultant in making copies of Bidding Documents available on the above terms do so only for the purpose of obtaining Bids for the Work and do not confer a license I or grant for any other use. 1-3 QUALIFICATIONS OF BIDDERS . A. To demonstrate qualifications to perform the Work, each Bidder must be prepared to submit within 5 days after Bid opening, upon OWNER's request, detailed written evidence such as financial data, previous experience, present commitments and other such data as may be requested, Each Bid must . contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of contract. 1-4 EXAMINATION OF CONTRACT DOCUMENTS AND SITE . A. It is the responsibility of each Bidder before submitting a Bid: 1. To examine thoroughly the Contract Documents and other related data identified in the I Bidding Documents (including "technical data" referred to below); 2. To visit the site to become familiar with and satisfy Bidder as to the general, local and site conditions that may affect cost, progress, performance or furnishing of the Work; 3. To consider federal, state and local Laws and Regulations that may affect cost, progress, I performance or furnishing of the Work; 4. To study and carefully correlate Bidder's knowledge and observations with the Contract Documents and such other related data; and . 5. To promptly notify ENGINEER's Consultant of all conflicts, errors, ambiguities or discrepancies which Bidder has discovered in or between the Contract Documents and such other related documents. I B. Reference is made to the Supplementary Conditions for identification of those reports of explorations and tests of subsurface conditions at or contiguous to the site which have been utilized by ENGINEER's Consultant in preparation of the Contract Documents. Bidder may rely upon the I INSTRUCTIONS TO BIDDERS 1347401 . Page 2 wp956 general accuracy of the "technical data" contained in such reports but not upon other data, I interpretations, opinions or information contained in such reports or otherwise relating to the subsurface conditions at the site, nor upon the completeness thereof for the purposes of bidding or . construction. C. Copies of such reports will be made available at ENGINEER's Consultant reproduction cost plus handling charges to any Bidder on request. Those reports are not part of the Contract Documents, I but the "technical data" contained therein upon which Bidder is entitled to rely as provided in Para- graph 4.2 of the General Conditions has been identified and established in Paragraph SC-4.2 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion drawn from . any "technical data" or any such data, interpretations, opinions or information. D. Information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the site is based upon information and data furnished to I OWNER and ENGINEER's Consultant by owners of such Underground Facilities or others, and OWNER and ENGINEER's Consultant do not assume responsibility for the accuracy or completeness thereof unless it is expressly provided otherwise in the Supplementary Conditions. . E. Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to subsurface conditions, other physical conditions and Underground Facilities, and . possible changes in the Contract Documents due to differing or unanticipated conditions appear in Paragraphs 4.2 and 4.3 of the General Conditions. F. Before submitting a Bid, each Bidder will be responsible to obtain such additional or supplemen- I tary examiliations, investigations, explorations, tests, studies and data concerning conditions U) (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise, which , C :: m~y' ~ect cost, progress, performance or furnishing of the Work or which relate to any aspect of I CD th~:riLeans, methods, techniques, sequences or procedures of construction to be employed by 1~"~ .:; Bidd~( and safety precautions and programs incident thereto or which Bidder deems necessary to ~ de~rmine its Bid for performing and furnishing the Work in accordance with the time, price and ~. ~ othe[Jerms and conditions of the Contract Documents. I = ~ I- ::::<1:: , G5 On'request, OWNER will provide each Bidder access the site to conduct such examinations, r-- inveStIgations, explorations, tests and studies as each Bidder deems necessary for submission of a . C"\ Bid. Bidder must fill all holes and clean up and restore the site to its former conditions upon completion of such explorations, investigations, tests and studies. H. Reference is made to Section 0 I 005 for the identification of the general nature of work that is be . performed at the site by others (such as utilities and other prime contractors) that relates to the work for which a Bid is to be submitted. On request, OWNER will provide to each Bidder for examination access to or copies of Contract Documents (other than portions thereof related to . price) for such work. I. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder . has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and applying the specific means, methods, techniques, sequences or procedures of construction (if any) that may be shown or indicated or expressly required by the Contract Documents, that Bidder has given . ENGINEER's Consultant written notice of all conflicts, errors, ambiguities and discrepancies that Bidder has discovered in the Contract Documents and the written resolutions thereof by ENGINEER's Consultant is acceptable to Bidder, and that the Contract Documents are generally . sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. J. The provisions of Paragraphs A through H, inclusive, do not apply to Asbestos, Polychlorinated I biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by Paragraph 4.5 of the General Conditions. . . 1347401 INSTRUCTIONS TO BIDDERS wp956 Page 3 I 1-5 A V AILABIUTY OF LANDS FOR WORK, ETC. . A. The lands upon which the Work is to be performed, rights-of-way and easements for access thereto and other lands designated for use by CONTRACTOR in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction . facilities, construction equipment or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by CONTRACTOR. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by OWNER unless otherwise provided in the Contract Documents. I 1-6 PREBID CONFERENCE I A. A prebid conference will be held at 10:00 a.m. on the 13th day of January, 1998 at Council Chambers of the Iowa City Civic Center. Representatives of OWNER and ENGINEER's Consultant will be present to discuss the Project. Bidders are encouraged to attend and participate in conference. ENGINEER's Consultant will transmit to all Prospective Bidders of record such I Addenda as ENGINEER's Consultant considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. 1-7 INTERPRETATIONS AND ADDENDA \D I -.l 0 0 =Ec:. ("') \fiJ A. All questions about the meaning or intent of the Bidding Documents are to be directed 'to ENGINEER's Consultant. CJ-:: - = <.n ~= I ~(, U Mr. Charles L. Meyer -(i -0 liJ :""r- =>= Stanley Consultants, Inc. 0;:::) ;:~,~B I Stanley Building :?E-~ " :to- c..n 225 Iowa Avenue - Muscatine, Iowa 52761 I B. Interpretations or clarifications considered necessary by ENGINEER's Consultant in response to such questions will be issued by Addenda mailed or delivered to all parties recorded by ENGINEER's Consultant as having received the Bidding Documents. I C. Questions received less than 10 days prior to the date for opening of Bids may not be answered, Only questions answered by formal written Addenda will be binding. Oral and other interpreta- I tions or clarifications will be without legal effect. D. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or ENGINEER's Consultant. I 1-8 BID SECURITY I A. Each Bid must be accompanied by Bid security made payable to OWNER in an amount of 5% of Bidder's maximum Bid price and in the form of a certified or bank check drawn on a bank in the state of Iowa, or a Bid Bond (on form attached, if a form is prescribed) issued by a surety meeting the requirements of paragraph 5.1 of the General Conditions. I B. The Bid security of Successful Bidder will be retained until such Bidder has executed the Agreement, furnished the required contract security and met the other conditions of the Notice of I Award, whereupon the Bid security will be returned. C. If the Successful Bidder fails to execute and deliver the Agreement and furnish the required I contract security within 15 days after the Notice of Award, OWNER may annul the Notice of Award and the Bid security of that Bidder will be forfeited. II INSTRUCTIONS TO BIDDERS \347401 . Page 4 wp956 D. The Bid security of other Bidders whom OWNER believes to have a reasonable chance of I receiving the award may be retained by OWNER until the earlier of the 7th day after the Effective Date of the Agreement or the 46th day after the Bid opening, whereupon Bid security furnished by . such Bidders will be returned. E. Bid security with Bids which are not competitive will be returned within 7 days after the Bid opening. I F. Make Bid Security payable to City of Iowa City. 1-9 CONTRACT TIMES . A. The number of days within which, or the dates by which, the Work is to be substantially completed and also completed and ready for final payment (the term "Contract Times" is defined in I paragraph 1.12 of the General Conditions) are set forth in the Agreement (or incorporated therein by reference to the attached Bid Form). 1-10 LIQUIDATED DAMAGES I A. Provisions for liquidated damages, if any, are set forth in the Agreement. . 1-11 SUBSTITUTE AND "OR-EQUAL" ITEMS A. The Contract, if awarded, will be on the basis of materials and equipment described in the I Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. B. Whenever it is indicated in the Drawings or specified in the Specifications that a substitute or "or I equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to ENGINEER, application for such acceptance will not be considered by ENGINEER until after the Ii Effective Date of the Agreement. C. The procedure for submission of any such application by CONTRACTOR and consideration by ENGINEER is set forth in Paragraphs 6.7.1, 6.7.2, and 6.7.3 of the General Conditions and may . be supplemented in the General Requirements. 1-12 SUBCONTRACTORS, SUPPLIERS AND OTHERS II A. Submit list on Bid Form identifying Subcontractors, Suppliers and other persons and organizations (including those who are to furnish the principal items of material and equipment) proposed for I those portions of the Work for which such identification is required. Such list shall be accompa- I nied by an experience statement with pertinent information regarding similar projects and other evidence of qualification for each such Subcontractor, Supplier, person or organization if requested by OWNER. I B. If OWNER or ENGINEER who after due investigation has reasonable objection to any proposed Subcontractor, Supplier, other person or organization, may before the Notice of Award is given request apparent Successful Bidder to submit an acceptable substitute, without an increase in Bid I U) price. l,[) -<Z: ,',"':', co:, If~ent Successful Bidder declines to make any such substitution, OWNER may award the . ;::'; :c cOjj~t to the next lowest Bidder that proposes to use acceptable Subcontractors, Suppliers and ~---: "'" o,th\ii"persons and organizations. The declining to make requested substitutions will not constitute ~ ~ gi.Q~s for sacrificing the Bid security of any Bidder. . tL. t- =<.( w --...:;-... Cl --'~ t"- o C"l . . 1347401 INSTRIlCTIONS TO BIDDERS wp956 Page 5 I D. Any Subcontractor, Supplier, other person or organization listed and to whom OWNER or ENGINEER does not make written objection prior to the giving of the Notice of Award will be I deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the Effective Date of the Agreement as provided in Paragraph 6.8.2 of the General Conditions. E. No CONTRACTOR shall be required to employ any subcontractor, Supplier, other person or I organization whom CONTRACTOR has reasonable objection. 1-13 BID FORM I A. The Bid Form is included with the Bidding Documents; additional copies may be obtained from ENGINEER's Consultant (or the Issuing Office). lB. All blanks on the Bid Form, must be completed by printing in black ink or by type-writer. Exhibit A to Bid Form may be completed on a Bidder-prepared, computer-generated form similar in format to Exhibit A, bound in Project Manual. I C. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other corporate officer accompanied by evidence of authority to sign) and the corporate seal I must be affixed and attested by the secretary or an assistant secretary. The corporate aearess and state of incorporation must be shown below the signature. - -.J o 0 D. Bids by partnerships must be executed in the partnership name and signed by a~~ne2wh~title I must appear under the signature and the official address of the partnership mus,Lbe'sh<t."'In below the signature. ' -1 ~, :~ :-<i' -'0 -iiU .. '--1 :::::: iii I E. All names must be typed or printed in black ink below the signature. (3 Z J'.:'" ',.:'3 F. The Bid shall contain an acknowledgment of receipt of all Addenda (the numb~:f w~h must be filled in on the Bid Form). I G. The address and telephone number for communications regarding the Bid must be shown. . H. Evidence of authority to conduct business as an out-of-state corporation in the state where the Work is to be performed shall be provided in accordance with Paragraph C. above. State contractor license number, if any, must also be shown. . 1-14 UNIT ADJUSTMENT PRICES A. Submit unit adjustment prices for items listed in Bid Form to adjust "Cast-In-Place Concrete . Structures" lump sum items for changes from quantities required by Contract Documents. B. OWNER may accept or reject proposed unit adjustment prices without invalidating remainder of . Bid or any Agreement based thereon. I-l5 UNIT PRICE BIDS . A. Each BIDDER shall submit unit prices for Work together with any prices for alternate construction or materials, or other prices or data required by Bid Form or Contract Documents. . B. Compute Bid using quantities shown in Bid Form; quantities are approximate only, and are solely for the purpose of facilitating the comparison of Bids. I. OWNER reserves right to change quantities to be furnished. Unit prices bid control, regardless of actual quantities required. . 2. CONTRACTOR's compensation will be computed on basis of final quantities incorporated in completed Work. . I INSTRUCTIONS TO BIDDERS 13474.01 II Page 6 wp956 I Ii 3, In event of discrepancies between unit prices and unit price extensions listed in Bid, unit prices shaH govern. 4. Each Bid shall cover complete Work including costs incidental thereto, Bid shall include all . costs of permits, fees, and similar expenses. 1-16 SUBMISSION OF BIDS A. Prepare Bids in triplicate on Bid Form attached. Exhibit A to Bid Form may be completed on a . Bidder-prepared, computer-generated form similar in format to Exhibit A, bound in Project Manual. . B. Bid Forms are included as follows: 1. OWNER's copy: Inserted loose in project manual. 2. Duplicate copy for ENGINEER's Consultant: Inserted loose in project manual. I 3. Duplicate copy for BIDDER: Bound in project manual. C. Sealed opaque envelopes containing OWNER's and ENGINEER's Consultant's copies shall be I l.D marked with BIDDER's name and return address, and addressed as follows: In <t ~...~ co ~:::~ TO: MARIAN K. KARR, CITY CLERK . l,~..~ . ..:::::.0 CIVIC CENTER - Ld- ~ "I .. ~ '-.......... "'" _J:~ 410 EAST WASHINGTON STREET r ~)J.- IOWA CITY, IOWA, 52240-1826 .,..~_: \.D = - --0 . ~r, I- .-........ BID FOR: WILLOW CREEK INTERCEPTOR AND LATERAL SEWERS c...> -.... <'= ;:...)~ 0 0 0;:; Retalii duplicate copy for BIDDER. . E. If the Bid is sent through the mail or other delivery system the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 1-17 MODlFICA TION AND WlTHDRA W AL OF BIDS . A. Bids may be modified or withdrawn by an appropriate document duly executed (in the manner that I a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. I B. If, within 24 hours after Bids are opened, any Bidder files a duly signed, written notice with . OWNER and promptly thereafter demonstrates to the reasonable satisfaction of OWNER that there was a material and substantial mistake in the preparation of its Bid, that Bidder may withdraw its Bid and the Bid security will be returned. Thereafter, that Bidder will be disqualified from further I bidding on the Work to be provided under the Contract Documents. 1-18 OPENING OF BIDS . A. Bids will be opened and (unless obviously nonresponsive) read aloud publicly at the place where Bids are to be submitted. An abstract of the amounts of the base Bids major alternates (if any) will be made available to Bidders after the opening of Bids. I 1-19 BIDS TO REMAIN SUBJECf TO ACCEPTANCE A, Bids will remain subject to acceptance for 45 days after the day of the Bid opening, but OWNER I may, in its sole discretion, release any Bid and return the Bid security prior to that date. . . . 13474 01 INSTRUCTIONS TO HInDERS wp956 Page 7 I 1-20 AWARD OF CONTRACT II A. OWNER reserves the right to reject any or all Bids, including without limitation the rights to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids and to reject the I Bid of any Bidder if OWNER believes that it would not be in the best interest of the project to II make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by OWNER. II B. Also, OWNER reserves the right to waive all informalities not involving price, time or changes in the Work and to negotiate contract terms with the Successful Bidder. Discrepancies between the II multiplication of units of Work and unit prices will be resolved in favor of the unit prices. C. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words. . D. In evaluating Bids, OWNER will consider the qualifications of Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be . requested in the Bid Form or prior to the Notice of Award. E. OWNER may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of . Subcontractors, Suppliers, and other persons and organizations must be submitted as provided in the Supplementary Conditions. I F. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award, I G. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons and organizations to perform and furnish the I Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. I H. If the contract is to be awarded, it will be awarded to lowest Bidder whose evaluation by OWNER indicates to OWNER that the award will be in the best interests of the Project. I. If the contract is to be awarded, OWNER will give Successful Bidder a Notice of Award within 45 I days after the day of the Bid opening. 1-21 CONTRACT SECURITY 0.0 0 -.J I _..-~ a A. Paragraph 5.1 of the General Conditions and the Supplementary Conditions set t'o"fu/O\~EIER'sll requirements as to performance and payment Bonds. When the Successful Biddendelivel'S the'':::; executed Agreement to OWNER, it must be accompanied by the required performance irld J I b d ~r' ~ payment on s. ::::: r.: i? '" , 0;::; ~':=~ 1-22 SIGNING OF AGREEMENT :<;::: c- ~.1 )> Ul . A. When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement. . B. Within 15 days thereafter CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement to OWNER with the required Bonds. . I . , INSTRUCTIONS TO BIDDERS 1347401 Page 8 wp956 C. Within IO days thereafter OWNER shall deliver one fully signed counterpart to CONTRACTOR, I 1.23 RETAINAGE I A. Provisions concerning retainage and CONTRACTOR's rights to deposit securities in lieu of I retainage are set forth in the Agreement, END OF INSTRUCTIONS TO BIDDERS . I I I I I . \.D I If) <( ~ co :~:S: , ~.,~,- 2::0 fl'll :rr: ~u- L~ 00: .,~ . =i \.D .....Ji- ~o - '-0 ILry.~ J- :=<[ u ,..-....)~ . C) ...... 0 0'> . . . . . . . . 13474 01 BID FORM wp956 Page 1 I PROJECT IDENTIFICATION: I This Bid pertains to Willow Creek Interceptor and Lateral Sewers for the Willow Creek Interceptor Sewer Project, for the City ofIowa City, Iowa, OWNER. I THIS BID IS SUBMITIED TO: MARlON K. KARR, CITY CLERK CIVIC CENTER 410 E. WASHINGTON STREET IOWA CITY, IOWA 52240-1826 . 1. The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an agreement with OWNER in the form included in the Contract Documents to perform and furnish all Work as specified . or indicated in the Contract Documents for the Bid Price and within the Bid Times indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. Bidder accepts all of the terms and conditions of the Advertisement for Bids and Instructions to . Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for 45 days after the day of Bid opening. Bidder will sign and deliver the required number of counterparts of the Agreement with the Bonds and other documents required by the . Bidding Requirements within 15 days after the date of OWNER's Notice of Award. a. In submitting this Bid, Bidder represents, as more fully set forth in the Agreement, that: . (1) Bidder has examined and carefully studied the Bidding Documents and the fQjlowing Addenda receipt of all which is hereby acknowledged: 0 -.I '--.-~ 0 :s:~.. n =:;} Date Number -i I G-" - ~~ - Ul ":::".;.,a Date Number -:( , :;<r' " ~ iJ C _r-; :z . o-~ --0:': Date Number -- ~;:r: ,J:'- :;-s::) p Ul b. Bidder has visited the site and become familiar with and is satisfied as to the generlll, local and . site conditions that may affect cost, progress, performance and furnishing of the Work; Bidder is familiar with and is satisfied as to all federal, state and local Laws and Regulations c. . that may affect cost, progress, performance and furnishing of the Work; d. Bidder has carefully studied all reports of explorations and tests of subsurface conditions at or contiguous to the site and which have been identified in the Supplementary Conditions as . provided in paragraph 4.2.1 of the General Conditions. Bidder accepts the determination set forth in paragraph SC4.2 of the Supplementary Conditions of the extent of the "technical data" contained in such reports and drawings upon which Bidder is entitled to rely as provided in . paragraph 4.2 of the General Conditions. Bidder acknowledges that such reports are not Con- tract Documents and may not be complete for Bidder's purposes. Bidder acknowledges that OWNER and ENGINEER's Consultant do not assume responsibility for the accuracy or com- pleteness of information and data shown or indicated in the Bidding Documents with respect to . Underground Facilities at or contiguous to the site. Bidder has obtained and carefully studied (or assumes responsibility for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions . (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost progress, performance or furnishing of the Work or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by Bidder and safety precautions and programs incident thereto. Bidder does not . consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the determination of this Bid for performance and furnishing of the Work in accordance with the times, price and other terms and conditions of the Contract Documents. . . 13474 01 BID FORM wp9S6 Page 2 I e. Bidder is aware of the general nature of Work to be performed by Owner and others at the site that relates to Work for which this Bid is submitted as indicated in the Contract Documents. . f. Bidder has correlated the information known to Bidder, information and observations obtained from visits to the site, reports and drawings identified in the Contract Documents and all I additional examinations, investigations, explorations, tests, studies and data with the Contract Documents. g. Bidder has given ENGINEER's Consultant written notice of all conflicts, errors, ambiguities . or discrepancies that Bidder has discovered in the Contract Documents and the written resolution thereof by ENGINEER's Consultant is acceptable to Bidder, and the Contract Docu- ments are generally sufficient to indicate and convey understanding of all terms and conditions . for performing and furnishing the Work for which this Bid is submitted. h. This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any I group, association, organization or corporation; Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; Bidder has not solicited or induced any person, firm or corporation to refrain from bidding; and Bidder has not sought by II collusion to obtain for itself any advantage over any other Bidder or over OWNER. 3. Bidder will complete the Work in accordance with the Contract Documents for the following price(s): I a. Unit Price Bid: Unit Prices as shown on Exhibit A have been computed in accordance with paragraph 11.9.2 of the General Conditions. Bidder acknowledges that quantities are not guar- anteed and final payment will be based on actual quantities determined as provided in the . Contract Documents. b. Unit Adjustment Prices: Required Base Bid quantities of the items listed below for "Cast-in- . Place Concrete Structures" are defined on Drawings. If increases or decreases in these quanti- ties occur, the Contract Price is to be adjusted by Change Order on the basis of the following. Adjustment prices are subject to acceptance by OWNER, and rejection of one or more adjust. ment prices will not invalidate acceptance of this Bid. . . 1 Structural Earth Excavation CY $ 0 t.~ .~"". :..... -. 2 Granular Fill CY $ J>::-: =- - .= " , . 3 Reinforcing Bar Lb. $ -l(', .~ /r'" -0 ;..u ... fT~ .J- !",-- 4 Wire Fabric Lb. $ c::C: ~ \,d .....:.:; U1 I 5 Concrete CY $ J> - 4. Bidder agrees that the Work will be substantially completed and completed and ready for final payment I in accordance with paragraph 14.13 of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement. . S. EXCEPTIONS AND CLARIFICATIONS: Attach a separate sealed envelope labeled "Exceptions and Clarifications" to outside of sealed Bid, containing listing on Bidder's letterhead of all exceptions and clarifications to Contract Documents, referencing page number and paragraph of Contract Documents involved. If there are no exceptions or clarifications, include statement to such effect in Bid envelope. . Excessive exceptions or clarifications may render Bid unresponsive. Bidder agrees to all provisions contained in Contract Documents unless specifically listed as an exception or clarification. If Bidder I . 1347401 BID FORM I wp956 Page 3 submits drawings, printed forms, standard statements, or other revisions which conflict with Contract Documents, the Contract Documents will prevail. . 6. The names of those persons, firms, companies, or other parties with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the . subcontract are as follows: I . I 7. The following documents are attached to and made a condition of this Bid: a. Statement of no Exceptions and Clarifications, if appropriate. I b. Required evidence of Bidder's qualification or ability to obtain qualification to do work in the state of Iowa. I 8. The following documents are enclosed in separate sealed envelopes, attached to the envelope containing the Bid, and made acondition of this Bid. I a. Required Bid Security. Label envelope "Bid Security." b. Exceptions and Clarifications to Contract Documents, if appropriate. Label envelope "Excep. I tions and Clarifications." 9. Communications concerning this Bid shall be addressed to the address of Bidder indicated on signature page. I 10. The terms used in this Bid which are defined in the General Conditions or the Instructions ffi Bidders have the meanings assigned to them in the General Conditions or the Instructions t't:!lidders,l _ C) I SUBMITIED ON , 19 :;;~:: ~ JIl _ _ a:=o n-< U1 r If Bidder is: -tc; I ,-<r' -0 j...1 :.. p- ~ ~ An Individual 0:;;:;':' ~ " ,J ~::;: ~, (SEAL) :1:- CJl I By - (Individual's Name) doing business as . Business address: I Phone No.: I I . 1347401 BID FORM . wp956 Page 4 A Partnership . By (SEAL) (Firm Name) By I (general partner) Business address: I Phone No.: I A COllloration By (SEAL) (Corporation Name) I (state of incorporation) By (SEAL) I (name of person authorized to sign) (title) I (Corporate Seal) Attest (Secretary) -0 I -.J Business address: 0 = _,,0 " avc ::.~= -I ,--. -~ - = . - CJl ~ " --i c- " Phone No.: -<1- -0 :....1, ~il ~rr ::r: o::<J .r:- ~ I Date of Qualification to do business is ~-',> p. U1 - A Joint Venture I By (SEAL) (Name) I (Address) By (SEAL) (Name) I (Address) Phone Number and Address for receipt of official communications I . (Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is I a party to the joint venture should be in the manner indicated above). I I 13474 01 EXHIBIT A - UNIT PRICES I _WP956 ".""""""""""""""""""~ iIIIPagel __.d........... ...... .................,' i~~.it.Y1ii......... I A Mobilization* LS -- $ $ B Lateral Sanitarv Sewers: I Diameter. inches Denth To Invert feet 4 (service) 0-8 LF 125 $ $ I 8-12 LF 95 $ $ 8 0-8 LF 659 $ $ I 8-12 LF I 167 $ $ 12-16 LF I 229 $ $ I 16-20 LF 412 $ $ 20-24 LF 477 $ $ I 10 8-12 LF 734 $ $ 12-16 LF 10 $ $ \.0 I 16-20 LF 15 $ S -$ .;;; =, '7--. --i .. '" 12 8-12 LF 73 $ -- ,$ ~ I ~., 12-16 LF 20 $ :j ,$ -n """I' - :Jl; 20-24 LF 182 $ o~$ r -cd' I 18 0-8 LF 321 $ 'i;: - $ ~ 8-12 LF 815 $ $ I 12-16 LF 444 $ $ 16-20 LF 95 $ $ I 20-24 LF 75 $ $ 30 12-16 LF 30 $ $ I 33 8-12 LF 54 $ $ C Interceotor sewers: I Diameter inches Deoth To Invert feet ' ' 42 0-16 LF 2 189 $ $ I 54 0-16 LF I 254 $ $ 16-20 LF 3 925 $ $ . 20-24 LF 1.737 $ $ 24-28 LF 906 $ $ . 66 16-20 LF 74 $ $ . *Not to exceed 2.5% of total of extended prices EXHIBIT A - JJNIT PRICES 1347401 I Page 2 wp956 1m11..........'.'.'......'..'...'.'..'..,.'_'... I Eilt:iliillted"., iOiiilllti(ViI 20-24 LF 163 $ $ I 24-28 LF I 293 $ $ v~8~... 0-16 LF 400 $ $ I ,,,"', n :-.::s: 16-20 LF 953, $ $ ~... ~ ,.- L. W I ~"c: ;;:r ;::j~ 20-24 LF 409 $ $ ~-l .D ~-u 24-28 LF I 149 $ $ no -;; ,-'''1: I C-, -114 ,,,):;;:: 28-32 LF 164 $ $ '..J D ;:Sinhon-Pine: 12" LF 374 $ $ I 36" LF 374 $ $ 72" LF 374 $ $ I E Lateral Sanitarv Sewer Manholes; Standard 4' dia. Ea. 16 $ $ I Extra Denth 4' dia. LF 144 $ $ Dron Connection Ea. 4 $ $ I F 42" Intercentor Sewer Manholes: Standard 6' dia. Ea. 4 $ $ . Extra Denth LF 24 $ $ Dron Connection Ea, I $ $ . G 54" and Larl!er InterceDtor Sewer Manholes: Standard , Ea. 36 $ $ I Extra Denth LF 213 $ $ Dron Connection Ea. 2 $ $ . H Road and Railroad Crossinl!s (Aul!ered or Jacked : 78" at Hi!!hwav 921 and Crandic Railroad LF 190 $ $ I 54" at Hi"hwav I LF 285 $ $ 54" at Caroetland LF 300 $ $ . 42" at Benton St. LF 100 $ $ 18" at Hi!!hwav I LF 120 $ $ I 8" at Hi"hwav I LF 130 $ $ 18" at Hi"hwav I IfiJ Menard's Drive LF 100!l; $ I *Not to exceed 2.5 % of total of extended prices . ---------- - -- . 1347401 EXHIBIT A - UNIT PRICES . wp956 Page 3 """"""""""""'.'- EL\~ . I Connections to Existinl! Svstem: . Existinl! MH SW 41A north of Benton Street LS --- $ $ Existinl! MH 41A-l north of Benton Street LS - $ $ . Existinl! MH SW41 north of Benton Street LS - $ $ Existinj( MH SW40 on Benton Street LS -- $ $ . New MH 49-1 in Willow Creek Park LS -- $ $ Existinj( MH SW37 in Willow Creek Park LS -- $ $ . Existing MH 36-2 on private property on Burry -- Drive LS $ $ Existing MH SW35 near Tel! Drive LS --- $ $ . Existinj( MH SW34 near Tel! Drive LS -- $ $ New MH 43-1 in Kiwanis Park LS -- $ - $ ~ . u - ?S <1:1i New MH 41-1 near Tel! Drive LS - $ ~~ -$ --< r - -= Existinj( MH 29-1 on Willow Creek Drive LS -- $ C') '$ U1 , . - " ' ~'\i1 New MH 28-1A near Willow Creek Drive LS $ -:< ~$ -0 --- J:: -:::-'" C :;;0 r --' New MH 28-1 B near Willow Creek Drive LS - $ -- :$' J:' ~. . - New MH 29-3 on Willow Creek Drive LS - $ $ New MH 26-1 on Private Service LS -- $ $ . Existinl! MH SW26B on Willow Creek Court LS -- $ $ Existing MH SW24 on Hil!hwav 1 LS - $ $ . New MH 24-4 near Menard's Parkinl! Lot LS - $ $ Existinj( MH SW21 on Hij(hwav 1 , LS -- $ $ . ExistinlbWet V()ell of Thomas & Betts Pump - Station MH3-3 LS $ $ I New MH7-1 near Universitv oflowa Printinl! LS -- $ $ Existing MH 5 at South Riverside Drive Lift , --- Station LS $ $ . J Sewer Service Connection Ea. 7 $ $ K Pavement Replacement: . PCC Streets SY 1300 $ $ PCC Drives SY 425 $ $ . ACC Streets, Drives, and Parking Lots with 1,990 $ $ Al!l!rel!ate Base SY . *Not to exceed 2.5% of total of extended prices EXHIBIT A - UNIT PRICES 1347401 . Page 4 wp956 . Crushed Stone Streets, Drives, and Parking SY 7,400 $ $ . Lots Seal Coat (per coat of bitumen and cover SY 11,720 $ $ . a re ate L Sidewalk Re lacement SF 80 $ $ M Granular Fill Under Pi e CY 1000 $ $ . N Sheetin Left in Place SF 500 $ $ 0 CIearin and Tree Removal: . Line ment 42" dia. 168+00 to 172+00 LS --- $ $ . 42" dia. 175+00 to 177+00 LS --- $ $ 42" dia. 179+00 to 186+00 LS --- $ $ . 54" dia. 120+00 to 126+00 LS --- $ $ 54" dia. 150+00 to 152+00 LS --- $ $ . 54" dia. 154+00 to 158+00 LS --- $ $ 78" dia. 6+00 to 9+00 LS --- $ $ . 78" dia. 14+00 to 23+00 LS --- $ $ P Select Backfill CY 6400 $ $ . Sod SY 3010 $ $ R Seedin SY 202 000 $ $ . S Cast-In-Place Concrete Structures: East Si hon Structure LS - $ $ . West Si hon Structure LS - $ $ T Ri ra : .' Iowa River Crossin SY 1830 $ $ Willow Creek Crossin SY 1045 $ $ . U Gabions SY 1950 $ In 4: . ~ 00 ~./ ::=:- C", ~-.::o -- ;;r:: "J f\n:" <: ~J>=- ~.J . C ,"-,1-- \.0 Ll:::.,J - ;.-0 = '::4: l' ~ '~-= '-' ~.-')~ . 0 0 r- CI'> *Not to exceed 2.5% of total of extended prices . - - - - - - .- ---- . 1347401 EXHIBIT A - UNIT PRICES I wp956 Page 5 (Item;; I NO") V Plants: . Grou A Ea. 20 $ $ Grou B Ea. 20 $ $ . Grou C Ea. 10 $ $ Grou D Ea. 35 $ $ . W Demolition: Thomas-Betts Lift Station LS -- $ $ . To ota Lift Station LS --- $ $ Buildin at Sta. 17 +50 LS --- $ $ . X Storm Water Pollution Prevention LS --- $ $ -.J Y Erosion Control LS -- $ :s = -!;:<..' , 1, -< . Z Traffic Control LS - $ ;$ ::; (..J-' U1 ~l AA Di~osal of Former Landfill Debris, Stations 15 100 , --4. c.: ~ to TL $ $'~' -u ~ .. - " , -' . '$: ~, -S' '~ BB Rehabilitate Existin Manhole Ea. I $ ~~~ "r> U1 CC Concrete Ca LF 125 $ $ - . DD 10' Overflow and 4" Force Main Connections - to South Riverside Drive Lift Station LS $ $ . EE Near Station 157 +00 LS - $ $ I Near Station 170+00 LS - $ $ --- . TOTAL EXTENDED PRICES $ . :. I . . . *Not to exceed 2.5% of total of extended prices ---- -- I II BID BOND . ' as Principal, and , as Surety declare that we are held and are firmly bound '. unto ' hereinafter called 'OWNER; in the sum of Dollars ($ ) to pay said sum . as herein provided. We as Principal and Surety further promise and declare that these obligations shall bind our heirs, executors, administrators, and successors jointly and severally. This obligation is conditioned on the Principal submission of the accompanying bid, dated _ . for ~ Project. -J 0 c:> ""?1 :;::.(~) n NOW, THEREFORE; >::-~ -l =' . c-)~-. - ~ c.1l J (a) If sald Bid shall be rejected, or in the alternate, --\c. A -<, '"D =-~ :TI: t-":r=t . (b) If sald Bid shall be accepted and the Principal shall execute and de@fria cootrad) in the form specified, and the Principal shall then furnish a bond for lI1e PririC]pal's faithful performance of said Project, and for the payment of all persons performing . labor or furnishing materials in connection therewith, and shall in all other respects perform the Project, as agreed to by the City's acceptance of said Bid, . then this obligation shall be void. Otherwise this obligation'shall remain in full force and effect. provided that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the amount of the obligation stated herein. . By virtue of statutory authority, the full amount of this bid bond shall be forfeited to the Owner in the event that the Principal fails to execute the contract and provide the bond, as I provided in the Project specifications or as required by law. The Surety, for value received, hereby stipulates and agrees that the obligations of said . Surety and its bond shall in no way be impaired or affected by any extension of the time within which the Owner may accept such Bid or may execute such contract documents, and said Surety does hereby waive notice of any such time extension. . The Principal and the Surety hereto execute this bid bond this day of , A.D., 199_, . (Seal) Witness Principal I By (Tille) (Seal) I Surety . By Witness (Attorney-In-fact) Attach Power-of-Attorney . . B6-1 - - . 13474.01 AGREEMENT BETWEEN OWNER AND CONTRACTOR wp956 Page I I TIllS AGREEMENT is dated as of the day of in the year 19_, by and between . (hereinafter called OWNER) and (hereinafter called CONTRAC- . TOR). OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: . Article 1. WORK. CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Work is generally . described as Willow Creek Interceptor and Lateral Sewers. \.0 -J The Project for which Work under the Contract Documents may be the whole or only a part is g~e!"lIy~crihe<! as Willow Creek Interceptor Sewer. ;:> _ -= . . - ~~ :2""' Ul ~\ Article 2. ENGINEER. -; C' ! _0 7 --(r-- '" J. .. .. ,:', ::r... fi..~-",\ . The ENGINEER for this Project is the City of Iowa City's Director of Public Works or his autho@~ rel!.f.6Sentative hereinafter called ENGINEER and who is to act as OWNER's representative, assume all duties aml:respo'5i,bilities, and have the rights and authority assigned to ENGINEER in the Contract Documents in connection''with cl'lJlpletion of the Work in accordance with the Contract Documents. The Project has been designed by Stanley Consultants, Inc. . who is hereinafter called ENGINEER's Consultant. Article 3. CONTRACI' TIMES. . 3.1 The Work will be substantially completed within 520 days after the date when the Contract Times commence to run as provided in paragraph 2.3 of General Conditions, and completed and ready for final payment in accordance with paragraph 14.13 of the General Conditions within 550 days after the date when . Contract Times commence to run. 3.2 In addition to Substantial Completion and Final Completion requirements, additional intermediate work items and corresponding milestone dates needed to accommodate OWNER's needs are as follows: . 3.2.1 Construction of Interceptor Sewer and connecting sewers within Kiwanis Park completed by June 1,1998. . 3.2.2 Construction of Interceptor Sewer and connecting sewers within Willow Creek Park completed by August 1, 1998. I, 3.2.3 Construction of all Work on airport property completed by March 1, 1999. 3.2.4 Construction of all Work within Dane Road right-of-way completed between June 15, 1998 and August 15, 1998. . 3.3 Liquidated Damages. OWNER and CONTRACTOR recognize tbat time is of the essence of this Agreement and that OWNER will suffer financial loss if Work is not completed within the times specified in . paragraphs 3.1 and 3.2 above, plus any extensions thereof allowed in accordance with Article 12 of the General conditions. They also recognize the delays, expense, and difficulties involved in proving the actual loss suffered by the OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) CON- I TRACTOR sball pay OWNER One Thousand Dollars ($1,000.00) for each day that expires after the time specified in paragraph 3.1 for completion and readiness for final payment and Five Hundred dollars ($500) for each day that expires after the times specified in paragraph 3.2 for each Milestone Date until the Work is complete. . . ---- - . 13474 01 AGREEMENT BETWEEN OWNER AND CONTRACTOR . wp956 Page 2 Article 4. CONTRACI' PRICE. . OWNER shall pay CONTRACTOR for completion of the Work in accordance with the Contract Documents an amount in current funds equal to the sum of the amounts determined pursuant to paragraph 4.1 below: 4.1 Unit Price Work: For all Unit Price Work, and amount equal to the sum of the established unit price . for each separately identified item of Unit Price Work times the estimated quantity of that item as indicated on attached Exhibit A. As provided in paragraph 11.9 of the General Conditions estimated quantities are not guaranteed, and determinations of actual quantities and classification are to be made by ENGINEER as . provided in paragraph 9.10 of the General Conditions. Unit prices have been computed as provided in paragraph 11.9.2 of the General Conditions. 4.2 Unit Adjustment Prices: to adjust "Cast-In-Place Concrete Structures" lump sum items for changes . from quantities required by Contract Documents. . 1 Structural Earth Excavation CY $ 2 Granular Fill CY $ \D -' . Cl c::> 3 Reinforcing Bar Lb. $ ~~J (") =f!) ~ - Q'= 4 Wire Fahric Lb. $ ~- - :r-:;:> ',- <J1 - . ". . ~ 5 Concrete CY $ :<,- '"D :""J ['T', :u: ---.., o~ ~ \ =:,-'1 ~..,.. - . Article S. PAYMENT PROCEDURES. };;.. Ul N CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions, . 5.1 Progress Payments; Retainage. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Applications for Payment as recommended by ENGINEER. Once a . month, except as hereinafter provided, the CONTRACTOR will make an estimate in writing of the total amount and value of the work done to the first of the month by the CONTRACTOR during construction as provided in paragraphs below. All such payments will be measured by the schedule of values established in paragraph 2.9 of the General Conditions (and in the case of Unit Price Work based on the number of units completed) or, in . the event there is no schedule of values, as provided in the General Requirements. The OWNER shall deduct from the estimated value of work done 5 % of such amount as retainage. -, 5.1.1 The OWNER shall pay monthly to the CONTRACTOR the balance not deducted and/or retained . as aforesaid; provided, however, that in the event that outstanding or potential claims or liens against the project, as revealed by Statement of Account Status and claim filings with the City Clerk, exceed the 5 % retainage amount being held by OWNER pursuant to Chapter 573 of the Iowa Code, then in . that event the OWNER may in its discretion withhold from progress payments such further sums as may in its judgment be sufficient to cover such outstanding, or potential claims and liens, and/or may order suspension of work on the project by CONTRACTOR; and provided further, that payment may be withheld at any time if, in the judgment of the ENGINEER, the work is not proceeding in . accordance with the Contract. No progress estimate or payment need be made when, in the judgment of the ENGINEER, the total value of the work done since the last estimate amounts to less than $25,000. .' 5.1.2 Nothing in the Agreement shall create any obligation on the part of OWNER to pay to or see to the payment of any sums to any Subcontractor of CONTRACTOR or to anyone furnishing labor, material, or equipment to the CONTRACTOR, to any Subcontractor, or to the project. . 5.1.3 Estimates of lump sum items shall be based on a schedule dividing each such item into its appropriate component parts, together with a quantity and a unit price for each part so that the sum of the products of prices and quantities will equal the Contract Price for the item. This schedule shall be . I 13474 OJ AGREEMENT BETWEEN OWNER AND CONTRACTOR wp956 Page 3 I submitted by the CONTRACTOR for and must have the approval of the ENGINEER before the first estimate becomes due. I 5.1.4 If the ENGINEER determines that the progress of the work will be benefitted by the delivery to the site of certain materials and equipment, when available, in advance of actual requirement therefor and if such materials and equipment are delivered and properly stored and protected, the cost to the I CONTRACTOR or Subcontractor as established by invoices or other suitable vouchers satisfactory to the ENGINEER, less the retained percentages as above provided, may be included in the progress estimates; provided always that there be duly executed and delivered by the CONTRACTOR to the I ENGINEER at the same time a Bill of Sale in form satisfactory to the OWNER, transferring and assigning to the OWNER full ownership and title to such material or equipment. ..0 -l 5.2 Final Payment. Upon final completion and acceptance of the Work in accordance:with P@!:llgl'l!l'h\ . 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price ~-recom~ndedltiy ENGINEER as provided in said paragraph 14.13. p:'" _ ~ co- U1 h Article 6. CONTRACfOR'S REPRESENTATIONS. :4c: ,....,... -':1' ~ L .. ~ . .. r-, - .-:::..,,: " ,., In order to induce OWNER to enter into this Agreement CONTRACTOR makes the following rej.i~entatKlns: ,~. ~r". ....:::: c.n . 6.1 CONTRACTOR has familiarized itself with the nature and extent of the Contract OCfc'umentS'}) (including the Addenda listed in paragraph 7) and the other related data identified in the Bidding Documents including "technical data." I 6.2 CONTRACTOR has visited the site and become familiar with and is satisfied as to the general, local and site conditions that may affect cost, progress, performance or furnishing of the Work. 6.3 CONTRACTOR is familiar with and is satisfied as to all federal, state and local Laws and Regulations . that may affect cost, progress, performance and furnishing of the Work. 6.4 CONTRACTOR has carefully studied all reports of explorations and tests of subsurface conditions at or . contiguous to the site which have been identified in the Supplementary Conditions as provided in paragraph 4.2.1 of the General Conditions. CONTRACTOR accepts the determination set forth in paragraph SC4.2 of the Supplementary Conditions of the extent of the "technical data" contained in such reports upon which CONTRACfOR is entitled to rely as provided in paragraph 4.2 of the General Conditions. CONTRACTOR . acknowledges that such reports are not Contract Documents and may not be complete for CONTRACTOR's purposes. CONTRACTOR acknowledges that OWNER and ENGINEER's Consultant do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Contract I Documents with respect to Underground Facilities at or contiguous to the site. CONTRACTOR has obtained and carefully studied (or assumes responsibility for having done so) all such additional supplementary examina- tions. investigations, explorations, tests, studies and data concerning conditions at or contiguous to the site or otherwise which may affect cost, progress, performance or furnishing of the Work or which relate to any aspect I of the means, methods, techniques, sequences and procedures of construction to be employed by CONTRAC- TOR and safety precautions and programs incident thereto. CONTRACTOR does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the performance and furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other . terms and conditions of the Contract Documents. 6.5 CONTRACTOR is aware of the general nature of work to be performed by OWNER and others at the site that relates to the Work as indicated in the Contract Documents. . 6.6 CONTRACTOR has correlated the information known to CONTRACTOR, information and observations obtained from visits to the site, reports and drawings identified in the Contract Documents and all . additional examinations, investigations, explorations, tests, studies and data with the Contract Documents, 6.7 CONTRACTOR has given ENGINEER's Consultant written notice of all conflicts, errors, ambiguities or discrepancies that CONTRACTOR has discovered in the Contract Documents and the written resolution . thereof by ENGINEER's Consultant is acceptable to CONTRACTOR, and the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. . I - -- - --.-- II 13474.01 AGREEMENT BETWEEN OWNER AND CONTRACTOR wp956 Page 4 I Article 7. CONTRACT DOCUMENTS. I The Contract Documents which comprise the entire agreement between OWNER and CONTRACTOR concerning the Work. consist of the following: 7.1 This Agreement (pages I to _. inclusive). . 7.2 Exhibit A to this Agreement (pages _ to _. inclusive). . 7.3 Perfonnance. Payment. and other Bonds. identified as exhibits and consisting of pages . 7.4 Notice to Proceed. o.!:) . -J 7.5 General Conditions (pages I to 42. inclusive). C) a e..;.~ ~c:' " u U -t 7.6 Supplementary Conditions (pages I to _. inclusive). P:- r--=w - -~ . n- Ul \ -to' -"'7"'" 7.7 Restriction on Non-Resident Bidding of Non-Federal-Aid Projects. " ' :<r ~ ~ ;; Ii rr, ,~) -- 7.8 Contract Compliance Program (Anti-Discrimination Requirements); 0;::-: . ~ . --, """ Ul , )> 7.9 Specifications bearing the title Willow Creek Interceptor and Lateral Sewers and consisting"af divisions and pages as listed in Project Manual table of contents. . 7.10 Drawings consisting of a cover sheet and sheets as listed in Drawing List. 7.11 Addenda numbers _ to _ , inclusive. . 7.12 Documentation submitted by CONTRACTOR prior to Notice of Award (pages _ to _. inclusive). . 7.13 The following which may be delivered or issued after the Effective Date of the Agreement and are not attached hereto: All Written Amendments and other documents amending. modifying or supplementing the Contract Documents pursuant to paragraphs 3.4 and 3.5 of the General Conditions. . The documents listed in paragraphs 7.2 et seq. above are attached to this Agreement (except as expressly noted otherwise above). I There are no Contract Documents other than those listed above in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.4 and 3.5 of the General Conditions. . Article 8. MISCELLANEOUS. 8.1 Tenns used in this Agreement which are defined in Article I of the General Conditions will have the meanings indicated in the General Conditions. I 8.2 No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically . but without limitation moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law). and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. . 8.3 OWNER and CONTRACTOR each binds itself, its partners. successors. assigns and legal representatives to the other party hereto. its partners, successors. assigns and legal representatives in respect to all covenants. agreements, and obligations contained in the Contract Documents, . 8.4 Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon . OWNER and CONTRACTOR, who agree that the Contract Documents shall be reformed to replace such . 1347401 AGREEMENT BETWEEN OWNER AND CONTRACTOR wp956 Page 5 . stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision, . IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed this Agreement in triplicate. One counterpart each has been delivered to OWNER, CONTRACTOR, and ENGINEER. All portions of the Contract Documents have been signed or identified by OWNER and CONTRACTOR or by ENGINEER on their behalf. . This Agreement will be effective on , 19_ (which is the Effective Date of the Agreement). . OWNER CONTRACTOR I By: By: . (CORPORATE SEAL) (CORPORATE SEAL) . Attest Attest . Address for giving notices Address for giving notices I . I (If OWNER is a public body attach evidence of I . authority to sign and resolution or other documents License No. authorizing execution of Agreement.) Agent for service of process: . If CONTRACTOR is a corporation attach evidence of authority to sign. o.D -.J . 0 0 <<"': (") ~ >= -; ..... n--: - II:~ - c.n r= . -!..". ,c, :<;-.-. "D r~ _,-r-: :;= 'j {I ~ 0;:;) ,=--:..... ~::..: .c- -: _-~!J I ,- -- (J1 I'\) . . \ . . . PERFORMANCE AND PAYMENT BOND . ' as (Here insert the name and address or legal title of the Contractor) . Principal, hereinafter called the Contractor and . as Surety, hereinafter (Here insert the leg a/title of the Surety) I called the Surety, are held and firmly bound unto the City of Iowa City, Iowa, as obligee, hereinafter called the Owner, in the amount of Dollars . ($ ) for the payment for which Contractor and Surety hereby bind themselves, their heirs, I executors, administrators, successors and assigns, jointly and severally. v:> a -..J C) ::~r:-:. CJ -n-il '- -- ~'-'- -; . WHEREAS, Contractor has, as of c -' ~ d~'rn ____ ,e~ re dnoa (date) ~.... 1/ :-<1-' <:J ~ I. ~r,-, -~ "' .. ~ written Agreement with Owner for o::D fFrojact; and :$: ;:r~ :x-- U1 . WHEREAS, the Agreement requires execution of this Performance and P~yment Bond, ' to be completed by Contractor, in accordance with plans and specifications prepared by the City . of Iowa City, which Agreement is by reference made a part hereof, and the agreed-upon work is I hereafter referred to as the Project. NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION are such that, if I Contractor shall promptly and faithfully perform said Agreement, then the obligation of this bond shall be null and void; otherwise it shall remain in full force and effect until satisfactory completion . of the Project. I A. The Surety hereby waives notice of any alteration or extension of time made by the Owner. , B. Whenever Contractor shall be, and is declared by Owner to be, in default under the . Agreement, the Owner having performed Owner's obligations thereunder, the Surety may promptly remedy the default, or shall promptly: . . PB-1 1. Complete the Project in accordance with the terms and conditions of the . Agreement, or . 2. Obtain a bid or bids for submis~ion to Owner for completing the Project in accordance with the terms and conditions of the Agreement; and upon determina- . tion by Owner and Surely of the lowest responsible bidder, arrange for a contract . between such bidder and Owner, and make available, as work progresses (even though there may be a default or a succession of defaults under the Agreement . or subsequent contracts of completion arranged under this paragraph), sufficient . funds to pay the cost of completion, less the balance of the Contract Price,but not exceeding the amount set forth in the first paragraph hereof. The term "balance I r- of the Contract Price: as used in this paragraph, shall mean the total amount lJ) ..:z:: . ,= co ...,.-.::;-,.; ~ ::;payable by Owner to Contractor under the Agreement, together with any addenda L:.: ~ - [.LJ--- <r __1 >-= r U) -:andlor amendments thereto, less the amount properly paid by Owner to . "'-'''''-.j ",=",=-:. - -(,) n l'I I- - '" c-~ u G~Slntractor. C) r- <:) . C. The Contractor and Contractor's Surety shall, in accordance with the provisions of Chapter 384, Code of Iowa, be obligated to keep the improvements covered by this bond in good . repair for a period of L-J years from the date of formal acceptance of the improvements by the Owner. . D. No right of action shall accrue to or for the use of any person, corporation or third party I other than the Owner named herein or the heirs, executors, administrators or successors of Owner. . IT IS A FURTHER CONDITION OF THIS OBLIGATION that the Principal and Surety, in I accordance with provisions of Chapter 573, Code of Iowa, shall pay to all persons, firms or ':' corporations having contracts directly with the Principal, including any of Principal's subcontrac- . 'I 1 tors, all claims due them for labor performed or materials furnished in the performance of the . Agreement for whose benefit this bond is given. The provisions of Chapter 573, Code of Iowa, are a part of this bond to the same extent as if it were expressly set out herein. . PB-2 . . SIGNED AND SEALED THIS DAY OF .199_. IN THE PRESENCE OF: . . (Principal) . Witness (Tille) . I (Surety) I Witness (Title) I (Address) I t.D -.l . (:) Cl :<() n ii"j :t>::::: -< n-l~ - = U1 = . ~r; J :<r-. "D ~ _G"; :JJ: O=-.z-, \~., ~;:.: .;;:- - I )> (.11 N . . . . , , I . . PB-3 - - - J.Ub UO~UUJ.~h.. U4~ UU)..lV~\4H. u;'6cU "'VJ.J.:"C"fUCU...I;:,. ";UU:aU.U.iIlLlUH .....'U.l id.U AUOmt:} ..::. e;:IlCUUlogcU. .....nu . respect to its completion or modification. . STANDARD GENERAL CONDmONS . OF THE . CONSTRUCTION CONTRACT . Prepared by U) Engineers Joint Contract Documents, Committeeo -J 0 :Z;r.: c) =,u . ~.....- -I and ~ -, == ~- - .~. ',. t-'l J -1'-: T,'l Issued and Published Jointly By ~i- -u ,., I ~.. ''::".-." o:::~ .;;:- . ~..;.~. ~..,. .. .... . . I PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE A prtlctic~ division of thr . NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS I AMERICAN CONSULTING ENGINEERS COUNCIL AMERICAN SOCIETY OF CIVIL ENGINEERS . CONSTRUCTION SPECIFICATIONS INSTITUTE . This document bas beeD approved and endoned by . The AssociaIed General. Contractors of ~ . These General Conditions have beeD prepared for use with the Owner-Contnlctor Aareeweuts (No. 1916-A-1 or I 191~A.2) (19!lO Editions). Their provisions are intelTelated and a c:haDae in one may nec:essitate a c:hanse in the otbas. Comments coocernin& their usaae are contained in the Commentary on ~ for Eogineering ServiI:es and Contraa Iln(o'lDl'llts (No. 1910.9) (1986 Edition). For BUidance in the pt'Cp8I'BIion of Supplementary . Conditioos. see Guide to the Preparation of Supplcmeutary Conditions (No. 1916-17) (19!lO Edition). When bidding is involved, the Standard Rmn of lnstrudions to BiddelS (No. 1916-12) (l9!lO Edition) may be used. I ElCDC No. 1910.41 (I9!lO Edition) I . .' II . . . I .' ,...... /J') .v"""-.' cO :'l: I: " ., ,-~ ~:-;;.: -- e. ' 0:' C) ""- ki- II ....-4 "'" .-J~ r i:..J f-- '<=:1'':,1 \0 -. - '-0 li1, >- "::<r <..l 0 C)~ ,...... C) I 0> - I . C 1990 NaIionaI Society or Professi.x1al EuIi-. . 141D KiD& Street, AIe""ndria. VA ~14 American QJnsuIliDg ~ CounciJ I 1015 15th Street, N.W., Waohit,gtno:l. DC 2000S American Society or Civil EIIIi--. . 345 East 47th Street, New York, NY 10017 Construction 51"'" ifitcatlons lasIilutc 601 ~~di_ St., AIe""nd... VA 22314 . . . . TABLE OF CONTENTS OF GENERAL CONDITIONS . Anick or Paragroph Pag. Anielt or Ptuagraph Pag. Numbtr Numbtr & Tillt Numbtr Numbtr & Tlllt 13 2.5-2.7 Before Staning Construction; . I. DEFINITIONS ................................... 13 CONTRACIOR's Responsibility to 1.1 Addenda ............................. 1.2 Agreement ........................... 13 Repon: Preliminary Schedules; 1.3 Application for Payment .............. 13 Delivery of Cenilicates of 15 . 1.4 Asbestos ............................. 13 InsulllllCe .......................... 2.8 Preconstruction Conference ,.......... 15 1.5 Bid ................................... 13 2.9 Initially Acceptable Schedules ......... 16 1.6 Bidding Documents..,................ 13 I 1.7 Bidding Requirements .. .. . .. .. . .. .. .. 13 3. CONTRACT DOCUMENTS: INTENT, . 1.8 Bonds ................................ 13 AMENDING. REUSE ..... ...............,.. 'Q' 16 1.9 ChangeOrcler ........................ 13 3.1-3.2 Intent ........... ........ ~'...... .-,.,.t. 16 1.10 Conll1lCt Documents .................. 13 d-::J c> I 3.3 Reference to Standards ~ ':;:", P -ill I 1.11 Colllnlct Price ........................ 13 Specifications ofTechmc~rS..",elJes'; = 1.12 Conll1lCtTimes ....................... 13 Reponing and Resolving n < - r--~ en 1.13 CONTRACIOR ...................... 13 Discrepancies .... .... ..=i.:."...,.. ,j 16 13 r=1 1.14 dt/tcnv. ............................. 3.4 Intent of Cenain Tenns or ~d~Jive~. ,1.7.. . 1.15 Drawings ............................. 13 3.5 Amending Conll1lCt Docu~;.'.. . :::. :17~ 1.16 Elfective Date of the Agreement ...... 13 3.6 Supplementing Conll1lCt ~wiients .~. 1'7 1.17 ENGINEER .......................... 13 3.7 Reuse of Documents ..... :r.-.. . .. ..~, " I.IB ENGlNEER's Consultant.... ...... ... 13 . 1.19 Field Order ........................... 13 4. AVAlLABILI1Y OF LANDS; SUBSURFACE AND 1.20 GenenlI Requirements ................ 14 PHYSICALCONDmONS;REFERENCEPOINTS . " 1.21 Hazardous Waste ..................... 14 4.1 Availability of Lands .................. 17 . 1.22 Laws and Regulations; Laws or 4.2 Subsurface and Physical Conditions ... 17 Rqulatjons ........................ 14 4.2.1 Reports and Drawings ................ " 1.23 Uens ................................. 14 4.2.2 Limited Reliance by CONTRACrOR I.U Milestone ............................. 14 Authorized; Technical Data ....,.... 18 . 1.25 Notice of AwanI ...................... 14 4.2.3 Notice of Differing Subsurface or 1.26 Notice to Proceed .................... 14 Physical Conditions ................. 18 1.27 OWNER .........................;... 14 4.2.4 ENGlNEER's Review ................ 18 1.211 PaniaI Utilization ..................... 14 4.2.5 Possible ConIl1lCl Documents Change . 18 . 1.29 PCBs ..................... ............ 14 4.2.6 Possible Price and TIIIIeS Adjustments . 18 1.30 FllboIeum ............................ 14 4.3 Physical Conditions-Underpound 1.31 Project ............................... 14 Ricilities . .. . .. .. . .. .. .. .. .. .. .. .. .. 18 . 1.32 Radioactive MateriaJ .................. 14 4.3.1 Shown or Indicated ................... 18 1.33 Resident Project ~~ve ....... 14 4.3.2 Not Sbown or IndicaIed .............. 19 i.34 s....,p- .............................. 14 4.4 Reference Points .................... .. 19 1.35 Shop Drawings ....................... 14 4.5 Asbestos, PCBs, Petroleum. Hazardous . 1.36 ~~ ......................... 14 Waste or ~acl;""ctive MateriaJ ...... 19 1.37 ~..llN ........................ 14 1.38 &"""'''';'1 ~I ............... 14 5. BONDS AND INSURANCE ..................... 20 1.39 SuppIo ....,..... y CoadiIions ............ 14 5.1-5.2 Ilri.._. Payment and Other Bonds . 20 . J.40 Supptier .............................. 14 5.3 Licensed Sureties 8IId Insuren; , J.41 U..do.......md RiciIities ..............;. 14 Certificates of' 1Dsmanc:e ............ 20 1.42 Unit Price Wort ....,................. 14 5.4 CONTRACIOR's Liability 1_ . 20 . J.43 Work .... ............................. IS 5.5 OWNER's LiIibiIity 1_ ........ 21 1.44 Work 0Ianae Diravc ............... 15 5.6 Property IIISlII'lIIICe ................... 21 1.45 Wrilren Amendmeut .................. IS 5.7 Boiler 8IId MacbiDery or Additional r. PREUM1NARY MATI'ERS ...................... 15 Property IIISIII'IUICe ................. 21 2.1 ~oflloads .................... IS 5.8 Notice of c.........n.ri.,n Provisions ..... 21 2.2 Copies of n...-..""eIIIS ................. IS 5.9 CONTRACIOR's 11 lr ll"sibility for 2.3 01>-.." - --'I of Contract Tanes; Deductible Amounts ................ 22 17-4 Notice to Proc..d .................. IS 5.10 Other Special1Dsmanc:e ............... 22 Slarting tbe Work ..................... IS S.lI Waiver of Riabts ...................... 22 . I I . Anid. or Paragraph Pag. Artid. or Paragraph Pag. Numb" & Tit/. NUmMr Num<<r & Tit/. Numb" . 5.12.5.13 Receipt and Application of-lnsunulCe 8.6 Change Orders ....................... 29 Proceeds .................. ......... 22 8.7 Inspections, Tests and Approvals, . . , . , 29 5.14 Acceptance of Bonds and Insu"",ce; 8.8 Stop or Suspend Work; Tenninate Option 10 Replace ................. 22 CONTRACTOR's Services ......... 29 . 5.15 Partial Utilization-Property 8.9 Limitalions on OWNER's Insu"",cc .......................... 23 Responsibilities ..................... 30 8.10 Asbestos, PCBs, Petroleum, Hazardous 6. CONTRACTOR'S RESPONSIBILmES .......... 23 ' Waste or Radioactive MmriaJ ...... 30 . 6.1-6.2 Supervision and Superinlelldence ...... 23 8.11 Evidence of Financial Arrangements ., 30 6.3-6.5 Labor, Materials and Equipment ...... 23 9. ENGINEER'S STAniS DURING 6.6 Progress Schedule .................... 23 CON~UC110N ... .... ,.... ......,.. ........,. 30 . 6.7 Substitutes and "Or.Equal" ItemS; 9.\ OWNER's Representalive ............ 30 CONTRACTOR's Expense; 9.2 Visits 10 Site............ .............. 30 Substiwte Construction 9.3 Project Representalive ................ 30 Methods or Procedures; 9.4 Oari1ications and IntelJlretalions ...... 30 I ENGINEER's Evaluation .......... 23 9.S Authorized Variations in Work ........ 30 6.S-6.11 Concerning SubcontraCtors, Suppliers 9.6 Rejecting Defective Work ..........", 30 and 0theJ'S; Waiver of Risbts .....,. 24 9.7-9.9 Shop Drnwinss, Chanse Orders and . 6.12 Patent Fees and Royalties ............. 15 Payments .......................... 31 6.13 Permits ............................... 15 9.10 Determinations for Unit Prices ........ 31 6.14 U1ws and Regulations ................ 15 9.11.9.12 Decisions on Disputes; ENGINEER as 6.IS Taxes ................................ 15 lnitUd Inborpreter ............,...... 31 . 6.16 Use of Premises ...................... 26 9.13 LimitaIions on ENGINEER's 6.17 Silo ~ ....................... 26 Authority and Responsibilities ...... 31 6.18 Safe StJUCturaI Loading ............... 26 6.19 Record IlocumeDts ................... 26 10. CHANGES IN THE WORK .... ..... ........ .. .. 32 . 6.20 Safety and Protection ................. 26 10.1 OWNER Ordered ChanBe ............ 32 6.21 Safety Representative ................. 26 10.2 Claim for Adjustment ................. 32 6.22 Hazard Communication Programs ..... T7 10.3 Work Not Required by ContraCt . 6.23 En1c.1~.;"S .......................... T1 IlocumeDts ......................... 32 6.24 Shop Drnwinss and Samples .......... T1 10.4 Change Orders 6.15 Submiaal Procedures; 10.5 Notification of Surety ................. 32 CONTRACTOR's Review Prior 10 . Shop DJawing or Sample SubmiaaI . T1 II. CHANGE OF CONTRACY' PRICE .............. 32 6.26 Shop Drnwing & Sample Submiaals 11.1.11.3 ContraCt Price; Claim for Adjustment; Review by ENGINEER ............ T1 Value of the Work .................. 32 6.'r1 Responsibility for Variation From 11.4 Cost of the Work ............ ......... 33 . ContraCt Documents ................ T1 11.5 Exclusions to Cost of the Work ....... 34 6.28 Related Work Performed Prior to 11.6 CONTRACTOR's Fee ................ 34 ENGINEER's Review and Approval 11.7 Cost Records ......................... 34 . of Required Submiaals ............. T1 11.8 Cash Allowances ..................... 35 6.29 Continuing the Work .................. 28 11.9 Unit Price Work .. ...... .......,....... 35 6.30 CONTRACTOR's GenenII 12. CHANGE OF CONTRACY'TIMES ........ .. .... 35 Wammty and GlIlII1lfttee ............ 28 . 6.31-6.33 J~ ....................... 28 12.1 Claim for Alijustment ................. 35 6.34 Survival of 0bIipti0ns ................ 28 12.2 Tune of the Essence .................. 35 12.3 Delays Beyond CONTRACTOR's 7. OlHER WORK .................................. 29 Control ............................ 35 . 7.1.7.3 Related Wotk at Silo .................. 29 12.4 Delays Beyond OWNER's and 7.4 CoordinaIion CONTRACTOR's Control .......... 35 8. OWNER'S RESPONSIBIUTIES ................. 29 . 8.1 CommunicaIions to Contractor ........ 29 13. TESTS AND INSPECTIONS; CORRECTION, 8.2 Replacement of ENGINEER.......... 29 REMOVAL OR ACCEPI'ANCE OF DEFEC11VE 8.3 Furnish Data and Pay Promptly When WORK....... ................................... 36 Dlie ................................ 29 13.1 Notice of Defects ..................... 36 I 8.4 ~and_~ts; Reports and 13.2 Access to the Work ............. ...... 36 ~I~~~:::::::::::::::::::::::: 29 13.3 Tests and Inspections; Contractor's 8.5 29 ~ ....................,... 36 "Ir ": "'" ::i~ . ~.. . ':~1t-. ~ I.D ~-u ---:;>~ - 2 QA" l- :'::'4- . '-' .,-- --.J::.- c:> 0 r- - 0" - --- . Anide or Paragraph Pag. Arliel. or Paragraph Pag. NumlNr & Till. Numb" NumlN, & Till. Number I 13.4 OWNER's Responsibilities; 14.12 Final Application for Payment, , , . . , . , , 40 Independenl Testing Laboratory .... 36 14,13-14. 14 Final Paymenl and Acceptance.,.".,. 40 13.5 CONTRACTOR's Responsibilities ..... 36 14.15 Waiver of Claims .. ................... 40 . 13.6-13,7 CoveringWork Prior to Inspection, 15. SUSPENSION OF WORK AND Testing or Approval ................ 36 TERMINATION . ..... .......".........,.,...., 40 13.8-13.9 Uncovering Work at ENGINEER's Request ............................ 36 15.1 OWNER May Suspend Work ..,."... 40 15.2-15.4 OWNER May Terminate .............. 40 . 13.10 OWNER May Stop the Work ......... 36 15.5 CONTRACTOR May Stop Work or 13.11 Correction or Removal of Defective Work .......................;....... 37 Terminate......... ................. 41 13.12 Correction Period ..................... 16. DISPUTE RESOumON ....................... 41 I 13.13 Acceptance of Defective Work ........ 37 13.14 OWNER May COneCl Defective '17, MISCELLANEOUS ............................. Work ............. ........ .......... 37 42 I 17.\ Giving Notice ...'................'... 42 17.2 Computation of Times ................ 42 14. PAYMENTS TO CONTRACTOR AND 17.3 Notice of Claim '............ .......... 42 COMPLETION ,.... ........ ".. ...... .......... 37 17.4 Cumulative Reme<lies ................. 42 . 14.1 Schedule of Values .................... 37 17.5 Professional Fees and Court Costs 14.2 Application for Progress Payment ..... 38 Included , .......................... 42 14.3 CONTRACIOR's Wananty of Title '" 38 14.4-14.7 Review of Applications for EXHIBIT GC-A (Optiona1); I ~ Payments ................. 38 Dispute Resolution Agreement (Optional) ..... GC-A I 14.8-14.9 Substantial Completion ............... 39 16.1.16.6 Arbitration .................... GC-AI 14.10 Partial Utilization ..................... 39 16.7 MedUdion ..................... GC.i\2 '. 14.11 Finallnspection ...................... 39 I , '. o.D . - -.J 0 Cl ~('".' n (j >-' -< . ~; ~ n- - ~=~ I (J1 c ,~ -II.. ~, -<r -u ..;..... :"'S - '-~~ 0::':: -f." - I :::-., :v (J1 N . . I I I I I . 3 I . INDEX 10 GENERAL CONDITIONS Article or Poragrllph Article or Paragraph I Numlxr Num,," Acceptance o~ 4 Billding Documents-definition of . . . , . . . . , . . . . . " 1.6 (6.8.2) . Bonds and Insurance:2:............... .............. 5.14 Bidding Requirements-definitions of ...... 1.70.\.4.2.6.2) defecli.."WofY...:::::::::::.....:........ 1004.1. 13.13. 13.15 Bonds- final Payinent:f,...:~!.-r........... ........ ....9.12. 14.15 acceptance of ....................................... 5.14 insumil&'... .-::-... ;.;!::~............................ 5.14 additional bonds '.......................... 10.5. 11.4.5.9 . other work. bY::CoNTIiACroR ................... ~.. 7.3 Cost of Ibe Work .................................. 11,504 SubstitWS'and;:Or-~.ltems ..................6.7.1 definition of....... ................................... 1.8 WorkbH)WN~ .:.-:.9................ 2.5.6.30. 6.34 deliver)' of ...................................... 2.1. 5.1 I final application for payment ................. 14.12-14.14 Access to the- r- general ............. ..1.10.5.1-5.3.5.13.9.13.10.5. 14.7.6 Lands, OWNER'1i1xI CONTRACTOR responsibilities.... ... ... . .. . ... .. .... ........... .. . 4.1 petfonnance, Payment and Other ................. 5.1-5.2 I site. related work .................................... 7.2 Bonds and Insurance-in seneraJ ..... .......... ..........5 I I Work, . ................................. 13.2. 13.14. 14.9 Builder's risk "all risk" policy fann ...................5.6.2 I Cancellation Provisions. Insul1IIIc:e ........ 5.4.11., 5.8. 5. IS Acts or Omissions-. Acts and Omissions- CasbAlloW&nces ......................................11.8 CONTRACTOR ................. ...........6.9.\,9.13.3 Certificate of Substantial Completion ......... 1.38. 6.30.2.3. . ENGINEER .................,.............. 6.20.9.13.3 OWNER .....,................,...:............ 6.20, 8.9 14.8. 14.10 Addenda-definition of (also see Certilil:ates of Inspection ................ 9.13.4. 13.5, 14.12 Cenificates oflnsul1lIICe .. 2.7. 5.3, 5.4.11. 5.4.13, 5.6.5. 5.8, deIinitionofSpocilications) ........... (1.6. \.10.6.\9) 1.1 ....................................... 5.14. 9.13.4. 14.12 I Additional Pro"e,ty IlI5UI1UICCS ......................... 5.7 Change in Conlnlcl Price- Adjustments Cash Allowances ................................... 11.8 Conlnlcl Price or Conuact claim for price adjusu',M1t .....4.1.4.2.6.4.5.5.15.6.8.2. . TUDeS ......... 1.5. 3.5. 4.1. 4.3.2. 4.5.2. 4.5..3. 9.4. 9.5. 9.4. 9.5. 9.11. 10.2. 10.5. 11.2. 13.9. 10.2'10.4. II. 12. \4.8. \5,1 13.13. 13.14. IS.I. 15.5 JlI'ClllI'eSS schedule ................... .................6.6 CONTRACTOR's fee .... .......... ................. 11.6 Agreement- Cost of Ibe Wort< . deIinition of .................................. ,....... 1.2 general ......................................11.4-11.7 All risk 11ISlII1IIICe. policy fonn ........................ 5.6.2 Exdusionslo .......................................11.5 AIIowanc:es. Cash ..................................... 11.8 CostRec:ords .......................................11.7 . Amending Contract Documents ......................... 3.5 insenemJ ..............1.19.1.44.9.11.10.4.2.10.4.3. II Amendment. Written- Lump Sum Pricing ................................ 11.3.2 in pnaal .... 1.10. 1.45.3.5.5.10.5.12.6.6.2.6.8.2.6.19. NotiIic:ation of Surety ............................... 10.5 10.1. lOA, 11.2, 12.1. 13.12.2. 14.7.2 Scope of ....................................... 10.3-10.4 I Appeal. OWNER or CONTRACTOR Tesling and Inspection, UllCOYering Ibe Work ........ 13.9 inleDt to ...................... 9.10, 9.11.10.4.16.2.16.5 Unit Price Wort< .................................... 11.9 Application for Payment- Value of Wort< ...................................... 11.3 I delinilion of .... ...................................... 1..3 0Iange in Conuao:t Times- ENGINEER's Responsibility......................... 9.9 Oaim for times 8lijusanent ....4.1.4.2.6.4.5.5.15.6.8.2. final payment .................. 9.13.4, 9.13.5,14.12-14.15 9.4.9.5.9.11.10.2. 10.5. 12.1. 13.9. 13.13. inaeneml....................... 2.8. 2.9. 5.604. 9.10. 1S.5 13.14.14.7. 15.1. 15.5 . JlI'ClllI'eSSpayment.............................. 14.1. 14.7 Contnr<:tuaI time limits .............................. 12.2 review of ...................................... 14.4-14.7 Delays beyond CONTRACTOR's comroI ............ 12.3 Arbitration (0pli0naI) ............ ................. 16.1-16.6 Delays beyond OWNER's and CONTRACIOR's C0I>- I Acbestos- trol...............................................12.4 claims putSUlIIItlhereto ........... .. .... .... .. 4.5.2. 4.5.3 NoliIication ofsurety ............................... 10.5 CONTRACTOR authorized 10 slop Wort< ...........4.5.2 Scope of chanIe ........ ....................... 10.3-10.4 deIinition of .......................................... 1.4 0Iange Orden- . OWNER responsibility for .................... 4.5.1. 8.10 Aa:cfltanee of Defective Wort< ..................... 13.13 possible price and times chanIe ..................... 4.5.2 A_iIQI Contract Documents ...................... 3.5 Au1borized Variations in Wort< ........... 3.6. 6.25, 6.27. 9.5 Cash Allowances ............. ...................... 11.8 AvaiJabiJity of Lands ............................... 4.1. 8.4 0Iange of Contract Price ....................,........ 11 I Award, Notice of-.ddined ............................ 1.25 0Iange of Conuao:t TUDeS ............................ 12 Before SIarling ConstnIction ........................ 2.5-2.8 0Ianges in Ibe Work .................................. 10 Bid-dd\nition of ...................................... 1.5 CONTRACTOR's fee ............................... 11.6 I (1.1, 1.10,2.3.3.3,4.2.6.4,6.13,11.4.3.11.9.1) Cost oflbe Wort< ......._....................... 11.4-11.7 4 . . Art;c/~ or Paragraph Art;c/~ or Paragraph I NllmlHr NllmlHr Coot Records ....................................... 1\.7 seneraI ............ ,.......................6.2.6.9.2.8.1 definiIion of .............................. ............ \.9 Hazard Communication Protlnuns ................... 6.22 I arr....~.~ .......... ........... .... .....~.......... 6.23 Coinplelion- ENGINEER's responsibility......... 9.8,10.4.11.2.12.1 Final Application for Payment................ .. .... 14.12 ellCCUlion of ........................................ 10.4 Final Inspection ................................... 14.11 IndemnificaIion .....................6.12,6.16.6.31.6.33 Final Payment and Acceptance ............... 14.13-14.14 . Insurance. Bonds and ................... 5.10, 5.13. 10.5 PaJ1iaI Utilization .................................. 14.10 OWNER may tenninaIe ........................ 15.2.15.4 Substantial Completion ................... 1.38. 14.8-14.9 OWNER's D~1liIity ....................... 8.6, 10.4 Wai_ of Claims .................................. 14.15 I Physical Condiw.- Compuwion of Tunes ........................ 17.2.1-17.2.2 Subsurface and, ..................................... 4.2 Concerning SubconlnlClorS, Undo....._lId Ricitilies ........................... 4.3.2 Suppliers and Others ............................ 6.8-{,.1I Record Documents .............. .......... ......... 6.19 Conferences- I Scope of Chanae ............................... 10.3-10.4 initially accepIabIe schedules ......................... 2.9 Substitutes ... .. .. .. .. .. .. .... . .. '.. . .. . .... ... 6.7.3. 6.8.2 prec:onsIrW:Iio ......... ................... ..........2.8 Unit Price Wort .................................... 11.9 ConIlicI, Error, AmbiSUily. Discrepancy- Ylllue of \'Vork. c:overed by .......................... 11.3 CONTRAC1OR to Report .....................2.5.3.3.2 I CbalIses in the Wort< .................................... 10 ConstrucIiOll. before sl8rting by CONTRAC1OR .... 2.5-2.7 Nolific:aIion of lIlIfeIy .............,................. 10.5 Construction Machinery, Equipment. ele. __......~.... 6.4 OWNER's and CONTRAC1OR's responsibilities .... 10.4 Continuing the Wort .................... S.... ..<!i}29, 10.4 RiBblto",'-t ..............................10.2 =-::(; n =-;;) . ConInlCl Documents- )> =-...., -i ' : Scope ofchUlle ............................... 10.3-10.4 AInendina ................................ ....'. .0_:........... .!:"-);5 n:.:n. ....' - <..r1 ~-= 80rKIs ......... .0.. ... .0............. :;.-:,............. ~15.1 apinst CONTRAC'lOk ............................ .6.16 Cash Allowances .................... .,.<.;:':.. ..-;;0... 11:8 epinsI ENOINEER ................................ 6.32 ContnIcI . . IT' -,.. . - " . CIIanse of Price ............ .=..:.. .-:-:-... ...11 epinsI OWNER .................................... 6.32 . 0....-. ~'. " CIIanse of ContnIcI TIIIIeS ............. .'.;-;-. .. .f:". . .. . ,12 0IanIe of ConInlCl Price ....................... 9.4. 11.2 """ 0Ianges in the Work ................. ;0....... ..,;1;0.4-10.5 0IanIe oI'ConInlCl TUlleS .......... ....... .....9.4, 12.1 c:becI< and verify .............................. ~ .. .. 2.5 I CONTRACroR's4. 7.1. 9.4. 9.5. 9.11.10.2, 11.2. 11.9, CIarificaIionsand 11IIe~ .......3.2.3.6.9.4.9.11 12.1. 14.8. 15.i. 15.5. 17.3 definition of ........................................ 1.10 CONl1UlCJOR's fee .............................. 11.6 ENGINEER as iniIiaI inlerpreler of ................. 9.11 . CONTRACroR's IiabiJi1y .. .......... S.4. 6.12. 6.16. 6.31 ENGINEER as OWNER's represenl8live ......,' .... 9.1 Cast of the Wort< .............................. 11.4. 11.5 seneraI .................... ....... ..... ........~ .......3 ~ ;~on ~d-.c .........................9.11.9..12 JJISlUIIlICC ............................................ 5.3 DiIpute D~1Iion .................................. 16.1 II\IeIII ............................................3.1.3.4 I DiIpute D....L1Iion AII- ..................16.1.16.6 minor variations in the Wort ......................... 3.6 ENGINEER u initial ~....aor .................... 9.11 OWNER's rcsponsibilily 10 fIImisb daIa .............. 8.3 Lump Sum'I'ricinI ............................;... 11.3.2 OWNER's I.espc...oibility to make Nadce af ........................................... 17.3 JlI'OlIlJII payment ....................... 8.3, 14.4. 14.13 . OWNER's ...........9.4.9.5.9.11. 10.2, 11.2, 11.9, 12.1. p1ecedcnce .................................... 3. I. 3.3.3 13.9.13.13.13.14.17.3 Record Documents ................................. 6.19 OWNER'. liability ................................... S.5 RJ..._..... to SIUIdards and SpecificaIions . OWNER _y nfIIae to make payment ..............14.7 of T-.,;""I Sac ;eta .............................. 3.3 Po"f ]'.,.) Fees and Caun CclIIs I....h'<led .......... 17.5 RdIIIed Wort ........................................ 7.2 ..... for fannal decision OIl ....................... 9.11 ~ and ResoIvina IliscIqlancies ........... 2.5, 3.3 s.-;to... itans .................................. 6.7. 1.2 Reuse of .............. .,.............................. 3.7 . ..... I!xlIeIIIion ..................................... 12.1 ~ ~....~ .......................................3.6 T_ reqlli.......lb ............................ 9.11. 12.1 T~...:.........ofENGlNEER.s Employment ........... 8.2 Uait Price Wark .. ... .. .. .. .. . .. .. .. .. .. .. .. . .. ... 11.9.3 UniI Price Wark .................................... 11.9 WIle af .................................... ........ 11.3 variations ................................. 3.6, 6.23, 6.T1 . WU-oJ..-Gn 1"_ Payment ................ 14.14. 14.IS Visits to SiIe, ENGINEER's......................... 9.2 \'Vork aua.: Dil.di<e ............................. 10.2 ConInIcI ~ writIaa nadlle required ......... ..... ..... 9.11. 11.2, 12.1 ~ of ................ 3.5.4.1,9.4.10.3. 11.2.11.3 I a..lf. .1~D' and 1_...dloIiuu. ....... .....3.6.3.9.4.9.11 OIanIeof ............................................11 CIIUI SiIe .. . .. .. .. .. .. .. .. .. .. . .. .. .. .. . .. .. .. . .. .. .. 6. 17 Decision lIII Dispules ...... .. .. . .. . .. . .. .. .. .. . .. .. . 9. II Cades oI'~1 Society. 0rpM-,;.., or definiIion of . ....................................... 1.11 .. : ....... ...................................... 3.3.3 ConInIcI Tunes- I ("1.._...._... ~nt ofCoa.trKt J'" .....................2.J ~ of ......................3.5,4.1.9.4,10.3,12 ('......,...:,. ,. .. CIIanse of ...................................... 12.1.12.4 . S . Article or Paragraph Article or Paragraph Number Number I Commencement of................................... 2.3 fur Acts and Omissions of Others ..... 6,9,1.(,,9.2. 9. \3 definition of ........................................ 1.12 for deductible amounts, insurance .................. 5.9 CONTRACfOR- general ..'.................,............ 6. 7.2, 7.3. 8,9 . Acceprance of Insurance..... .......... ,.".........5.14 Hazardous Communication Programs .. ..'......... 6.22 Umited Reliance on Technical Data Authorized .,..' 4.2.2 Indemnification ,......""...........,......,6.31.(,.33 Communications ............................... 6.2. 6.9.2 Labor. Materials and Equipment .........."'.,, 6.3.(,.5 Continue Worl< ................................6.29. 10.4 Laws and Regulations ............................ 6,14 . coordination and scheduling............ .".. ........6.9.2 Uability Insurance ................................. 5.4 definition of ........................................1.\3 Notice of variation from ContJact Documents ..... 6.27 May Stop Work or Terminate ....................... 15.5 Patent Fecsand Royalties ......................... 6,12 I provide site access to others .................... 7.2, 13.2 Permits..,.. ........................ .............. 6.\3 Safety and Protection .......4.3.1.2,6,16.6,18,6.21.(,.23. Progress Schedule.. .,.............................6.6 7.2,13.2 Record Documents............,.................. 6.19 Shop Drawing and Sample Review Prior to Submittal . 6.25 related Work performed prior to ENGINEER's I Stop Work requirements ........................... 4.5.2 approval of required submittals ................, 6.28 CONTRACfOR's- safe structural loading ............. ..............,6,18 Compensation ................"................11.1-11.2 Safety and Protection ..........,........ 6,20, 7.2, \3.2 Continuing Obligation .... ...... ."...... ....... ...' 14.15 Safety Representative............................. 6.21 I Defective Worl< ..........................9.6, \3.1(1.\3.14 Scheduling the Work....."...................... 6.9.2 Duty to COITCCl defective Worl< ............ ...... ... \3.11 Shop Drawings and Samples ...................... 6.24 Duty to Report- Shop Drawings and Samples Review . Changes in the Work caused by by ENGINEER ................................ 6.26 Emergency .......................................6.23 Site Cleanliness ..... ......... ... ....... .,.......,.6.17 Defects in Work of Others .........................7.3 Submittal Procedures ............................. 6.25 Differing conditions......... ......... ............ 4.2.3 Substitute Construction Methods and . Discrepancy in Documents ........... 2.5. 3.3.2. 6.14.2 Procedures ...................................' 6.7.2 Underground Facilities not indicated...,.....,.... 4.3.2 Substitutes and "Or-Equal" Items ................ 6.7.1 EmetBcncies .......................... ......... ..... 6.23 Superintendence ...... ............................. 6.2 Equipment and Machinery Rental. Cost Supervision ...... ...............,..................6.1 . of the Work ..................,................11.4.5.3 Survival of Obligations ............................ 6.34 Fee-Cost-PIus .....................11.4.5,6,11.5.1,11.6 Taxes ............................................ 6,15 General Warranty and Guarantee .................... 6.30 Tests and Inspections .............................13.5 . Hazan! Communication Programs ................... 6.22 ToReport ......................................... 2.5 Indemnification...................... 6.12, 6.16, 6.31-6.33 Use of Premises .................... 6.llHi.18, 6.30.2,4 Inspection of the Work ...........,...........,,7.3, 13.4, Review Prior to Shop Drawing or Sample Submittal .. 6.25 Labor, Materials and Equipment .................. 6.3-6.5 Right to adjustment for changes in the Work ......... 10.2 I Laws and Regulations, Compliance by ............. 6.14.1 right to claim ..4,7,1,9.4,9.5,9.11,10.2,11.2,11.9,12.1, Liability InsulllllCC ................................... 5.4 13.9, 14.8, 15.1, 15.5, 17.3.,' Notice of Intent to Appeal ..................... 9.10, 10.4 Safety and Protection .................6.20-6.22,7.2, \3.2 obligation to perfonn and complete the Work ...,.... 6.30 Safety Representative.............................., 6.21 . Palent Fees and Royalties, paid for by ............... 6.12 Shop Drawings and Samples Submittals ........, 6.24-6.28 Performance and Other Bonds ........................ 5.1 Special Consultants ............;.................. 11.4,4 Permits, obtained and paid for by .................... 6.13 Substitute Construction Methods and Procedures ,.... 6.7 . Prosress Schedule..... 2.6, 2.8, 2.9, 6.6, 6.29, 10.4, 15.2.1 Substitutes and "Or-Equal" Items. Expense .. 6.7.1, 6.7.2 Request for formal decision 01\ disputes .....,....... 9.11 Subcontractors, SlIJlPiiers and Others ....;....... 6.&-6.11 Responsibilities- Supervision and Superintendence ........,.. 6.1, 6.2, 6.21 Changes in the Work .............................. 10.1 'Illxes, Payment by .................................. 6.15 I Concerning Subc:ontnIctors, Suppliers and Others . 6.8- Use ofPlemises ................................ 6.1lHi.18 6.11 Warranties and guarantees ...................... 6.30, 6.5 Continuing the Worl< ................,....... 6.29, 10.4 WarrantyofTJtle ................................... 14.3 CONTRAC'lOR's expense ....................... 6.7.1 Written Notice Required- . CONTRAC'TOR's General Warranty and Guaran- CONTRAClOR stop Work or terminate... .. .. .. .. 15.5 tee .......... ~......-:-::.......................... 6.30 Reports of Differing Subsurface and Physical Condi- CO~:sre~riortoShopDrawingOr Sam- lions.. ........ ...................................4.2.3 I pie submittal :<-:;:.........,........................... 6.25 Substantial Completion ........................... 14.8 Coordination of'Worl<:].::>;. ............ ............. 6.9.2 CONTRACfORS-other ................................. 7 C.:-'f- ContracwaJ Uability Insurance ......................5.4.10 EmergenCies '0... ..n... ..... .............. ......6.23 ENGINEER'Sevaltiitiol1, Substiwtes ContracwaJ Time Umits .............................. 12.2 . or to,.,Eqliil" lteliis~.......................... 6.7.3 Coordination 6 .-1;.:.... r- ~ en 6 . I Article or Paragraph Articltc or Paragraph Numbt'r Numbu I CONTRACTOR's responsibility ",..;.,....,.....,,6.9.2 Determinations for Unit Prices ........................ 9.10 Copies of Documents ..................................2.2 Differing Subsurface or Correction Period ...............'.................... 13.12 ,Physical Conditions . Correction, Removal or Acceptance of Notice of .........................................,4.2.3 Defective Work ENGINEER's Review............................. 4.2.4 ingeneral............................. JO.4.1.13.1~13:14 Possible Contract Documents Change ..."....."... 4.2.5 Acceptance of Defective Work ..................... 13.13 Possible Price and Times Adjustments ..',....'"... 4.2,6 I Correction or Removal of Defective Work ..... 6.30, 13. II Discrepancies-Reponing and Resolving ..., 2.5. 3.3.2. 6.14,2 Correction Period ..................................13.12 Dispute Resolution-- OWNER May Correct Defective Work ............. 13.14 Agreement ... .................................. 16.1-16.6 I OWNER May SlOP Work .............. ............ 13.10 AJbitration ..................................... 16.1-16.5 Cost- general .................... ........................... 16 of Tests and Inspections .........,...................13.4 Mediation .......................................... 16.6 Records .......................................'.... 11.7 Dispute Resolution Agreement................ ,.Q. 16.1-16.6 I Cost of the Work- Disputes, Decisions by ENGINEER "0'" ..,~. 9,11-9.12 Bonds and insurance, additional ................' 11.4.5.9 Documents- :::::: ~ n c:.. irU Cash Discounts.......... ......................... 11.4.2 . ~_.-: --f CopIes of.......................... ..,.. .'.'.....,... ."=2.2 I CONTRACTOR's Fee ..............................11.6 Record .............,.......:,..... .C.~....U;.. .:,:'6:19 Employee Expenses............... ......... ..... 11.4.5.1 Reuse of ........................... .~.~,:....,.,.. ",3.7 Exclusions to ..............................:........11.5 Ora 'ngs--<Ili ' , f -<, -U , 'U5 W1 e muon 0 ..................I.'.......'Z;:....~-., General ........................................ 11.4-11.5 Easements ... ........................ ,'(G;.:-.-'... ........ ....,.,,4.1 I Home office and overhead expenses................. 11.5 Effective date of Agreement-delinition of: :::: . . .:: . . . .. 1.16 Losses and damages :............................ 11.4.5.6 Emergencies .. ....... .......... .......?:... ...~.... 6.23 MaIeriaJs and equipment .......................... 11.4.2 ENGlNEER- Minorexpenses ................................. 11.4.5.8 as initial interpreter on disputes ................. 9.11-9.12 . PayroJlCOSlSonchanges ..........................11.4.1 delinitionof ........................................ \.17 performed by Subcontractor.; .. ...'................. 11.4.3 Umitations on authority and Records ............................................ 11.7 responsibilities .... ............... ..............9.13 I Rentals of construction equipment and machinery. 11.4.5.3 Replacement of ....... ............................... 8.2 Royalty payments, permits and license fees ...... 11.4.5.5 Resident Project Representative ...................... 9.3 Site office and temporary facilities ............... 11.4.5.2 ENGINEER's Consultanl-delinition of ............... 1.18 Special Consultants, CONTRACTOR's ............ 11.4.4 ENGINEER's- I Supplemental ..................................... 11.4.5 authority and responsibility, limitations on ........... 9.13 'IlIxes related to the Work ....................... 11.4.5.4 Authorized Variations in the Work ....................9.5 Tests and InspectiOll ................................ 13.4 Change Orders, responsibility for .......... 9.7,10, II, 12 Trade Discounts .................................. 11.4.2 CIarificalions and Interpretations ...............3.6.3,9.4 I Utilities, fuel and sanitary facilities ........... .... 11.4.5.7 Decisions on Disputes .......................... 9.11-9.12 Work after regular hours .......................... 11.4.1 defective Work. notice of ........................... 13. I Coverillll Worir. ................................... 13.6-13.7 Evaluation of Substitute Items ...................... 6.7.3 I Cumulative Remedies ............................ 17.4-17-' Liabitity ............ ........................... 6.32, 9.12 Cutting. fittiDg and patching ............................ 7.2 Notice Worir. is Acceptable ......................... 14.13 Da/a, to be furnished by OWNER ...................... 8.3 Observations ................ .,................ 6.30.2,9.2 DB~nition of ................................... 17.2.2 OWNER's Re1Iresentative ...........................9.1 . Decisions on Disputes ...........................9.11,9.12 Payments lO the CONTRACIOR, defec:ti~of ................................ 1.14 Responsibility for .............................. 9.9. 14 defecliye Work- Recommendation of Payment ................. 14.4, 14.13 . Al:ceptanc:e of .............................. 10.4.1, 13.13 Responsibilities- Comction or Remova1 of ................... 10.4.1, 13.11 Umitations 011 .. .............................9.11-9.13 Comction Period .................................. 13.12 Review of Reports on Differins Substuface inaeneml................................. 13.14.7.14.11 and Physical Conditions .......................... 4.2.4 . Observation by ENGINEER ......... ...... ..........9.2 Shop Drawings and Samples, review OWNER May Stop Worir. .. ........................ 13.10 responsibility ..................................... 6.26 Prompt Notice of Defects ........................... 13.1 Status During Cons\nlction- Rc;jecting ... ......................................... 9.6 authorized variations in the Work .................. 9.5 I UlICOvering the Work ............................... 13.8 Clarifications and Interpretations ................... 9.4 Definitions ............................................... I Decisions on Disputes ................ .. .. .... 9.11-9.12 Delays ............ ..................... 4.1, 6.29, 12.3-12.4 ' DetenninaIions on Unit Price ..................... 9.10 . Delivery of Bonds ......................................2.1 ENGINEER as Initial Interpreter............ . 9.11-9.12 Delivery of cenificates of insurance ..................... 2.7 ENGINEER's Responsibilities ....'............ 9.1-9.12 7 I I Article or Paragraph Article or Paragraph Numb~, Numbn I Lir, .lations on ENGlNEER's Authonty and deductible amounts. CONTRACIUR's Responsibilities ...................................9,\3 responsibility.:.....,..........................., 5,9 OWNER's Represenlative ...... ................... 9.1 'Final Application for Payment.".....",......".., 14.12 Project Representative ............................. 9.3 Licensed Insurers.................................... 5.3 . Rejecting Defective Work .......................... 9.6 Notice requirements. material Shop Drawings. Change Orders and changes..................................5.8. 10.50 Payments.................................... 9.7-9.9 Option to Replace .................................. 5.14 . Visits to Site ..................................:... 9.2 other speciaHnsurances ............................. 5.10 Unit Price Detenninations ........................... 9.10 OWNER as fiduciary for insureds .............. 5.12-5.13 Visits to Site............. ............................ 9.2 OWNER's Liability.............................. ....5.5 Wrillen consent required ......................... 7.2. 9.1 OWNER's Responsibility ....................,.......8.5 I Equipment, Ubor. Materials and ...,. . . , . . . . . , . . . . . . 6,~.5 Partial Utilization, Property Insurance ..,'.........., 5.15 Equipment rental, Cost of the Work .....,.......... 11.4.5.3 Property..,...,......,........,......."......,,5.b-5.10 Equivalent Materials and Equipment. . . ...,. . . ... . . .... . 6.7 Receipt and Application of Insurance Proceeds. . 5.12-5.13 I Errors or omissions...... ............... ..... ......... 6.33 Special Insurance ................................... 5.10 Evidence of Financial Ammgements ......,...... ......8.11 Waiver of Rights ...,..,.........,.......,.........,,5.11 Explorations of physical conditions ........,.......... 4.2.1 Intent of Contract Documents ....................... 3.1-3.4 Fee, CONTRAC'JOR's-QlSts-P1us ................... 11.6 Interpretations and Clarifications ,......"...,..,. 3.6.3.9.4 I Field Order- Investigations of physical conditions .................... 4.2 definitionof ........................................1.19 Ubor, Materials and Equipment .................... 6.~.5 issued by ENGINEER ............ ...... ....... 3.6.1,9.5 Lands- Final Application for Payment........................ 14.12 and Easements ......................................8.4 . Final Inspection ...................................... 14.11 Availabilityof .............................. ..... 4.1, 8.4 Final Payment- Reports & Tests .....................................8.4 and Acceptance ..............................14.13-14.14 LAws and Regulations-LAws or Regulations- . Prior to, for cash allowances ........................ 11.8 Bonds .............. .......... ...................5.1-5.2 Genellll Provisions ............................... 17.3-17.4 Changcs in the Work ................................10.4 GenenlI Requirements-- Contract Documents ................................. 3.1 dcfintionof .................................._...... 1.20 CONTRAClOR's Responsibilities ................... 6.14 I principal references to .............. 2.6, 6.4, 6.~. 7, 6.24 Conection Period, defective Work .................. 13.12 Giving Notice ......................................... 17.1 Cost of the Work, laXes ........... ..............11.4.5.4 Guarantee of Work-by dcfinitionof ........................................ 1.22 acnetaI ..... .......... ...... ................. .......6.14 I CONTRAC'JOR ....... ....................... 6.30, 14.12 Indemnification ................................ 6.31~.33 Hazard Communication Programs ..................... 6.22 Insurance............................................ 5.3 Hazardous \\35_ Precedence .................................... 3.1.3.3.3 definitionof ........................................1.21 Reference to ....................................... 3.3.1 . FJICIll! ..............................................4.5 Safety and Protection .......................... 6.20, 13.2 OWNER's responsibility for ........................ 8.10 SubcontnIcIors. Suppliers and Others ............ 6.8-6. I I Indcmnific:aIion ........................6.12, 6.16. 6.31~.33 Tests and Inspections ............................... 13.5 . Initially Ac;,a:ptabIe Scltedulcs .......................... 2.9 Use of Premises ........................,...........6.16 InspecIion- Visits 10 Site ......................................... 9.2 Ccrtificatcs of ................,........9.13.4. J3.5. 14.12 UabiJity 11I5lIt8IIClO-- Final .......... ...... .............................. 14.11 CONTRACTOR's .... ........ .......... .,..... .......5.4 . Special. rcquinod by ENGINEER .................... 9.6 OWNER's ...........................................5.5 Tests and Approval ........................8.7. 13.3-13.4 Licensed Sureties and Insurers .........................5.3 I~ Liens- I Acceptance of. by OWNER .........................5.14 Application for Progress Payment ...............,... 14.2 Additional. required by changes Conuactor's Wananty ofTitlc ....................... 14.3 in the Work .................................11.4.5.9 Final Application for Payment ...................... 14.12 Before staniug the Work ............................. 2,7 definition of ........................................ 1.23 . Bonds 8tIli-m (lCIICraI ................................. 5 WaiverofClairns ........:.........................14.15 Cancellation Provisions .............................. 5.8 Limitations on ENGINEER's authority and Ccrtificatcs of .. 2,1. 5. 5.3. 5.4.11. 5.4.13. 5.6.5. 5.8. 5.14, responsibilities ..................................... 9.13 I lJ') -a: 9.13.4,14.12 Urnited Reliance by CONTRACTOR Authorized ...... 4.2.2 '. "~~ Maintenance and OpcnIling Manuals- c:ornpIeted ~ .....'.0...................... 5.4.13 ~ ~ - ,y CONTRACIOR's Liability, ';';'...... ................... 5.4 Final Application for Payment ...................... 14.12 CONTRACrOR's ~:tD covenlle ............. 5.14 Manuals (of otbcn)- . --. -.J-- Contractual Liabili\lb... .-::........................ 5.4.10 Precedence.......................................3.3.3.1 c:='._ _ . _ U =, :=< u- I- 8 (,J (...)3': II Cl a ;-- - 0"1 I I Article or Paragraph ArticlE' or Paragraph I Numb~r Number Reference to in Contract Documents. . . . . . . . . . . . . . . . 3.3.1 Inspections. tests and approvals,.............." 8,7. 13.4 Materials and equipment- Liability Insurance................................... 5,5 I furnished by CONTRACIOR ..., ..,'.'"......,..... 6.3 Notice of Defects ..................................' 13.1 not incorporated in Work .........'.................. 14.2 Representative-During Construction. Materials or equipment-equivalent ..,.......'..,....... 6.7 ENGlNEER's Status .......... ..........,......,9,1 Mediation(Optional) ,.................................16.7 Responsibilities- I Milestones-<lefinition of .............................. 1.24 Asbestos., PCB's. FCtroleum. Hazardous Miscellaneous- Waste on Radioactive Material.................. 8.10 Computation of Times ............................., 17.2 Change Orders ....................................8.6 Cumulative Remedies............................... 17.4 Changes in the Work.............................. 10.1 I Giving Notice..,.... ................................ 17.1 communications...................................8.1 Notice of Claim ..................................... 17.3 CONTRACIOR's responsibilities .~,......~,.,... 8.9 Professional Fees and Court Costs Included .......... 17.5 evidence of financial amIngements 9. ',' . . .0. . . ,..,,8~11 Multi-primecontracts .................................... 7 " d val -=(', ,) "Iii? I tnspecbons, tests an appro s. . . ',', ~; . . .....-l. , . . ..' . Not Shown or Indicated.............................. 4.3.2 Insurance ........................;~ ;::'~.. '0~" .~:s Notice of- lands and easements.............. :-:-:............',8.4 Acceptability of Project.................... ,....... 14.13 --il . ~_':;;'1 prompt payment by .............. ..'.;:::-;.. . ::::.. . ..8;3 I Award, definition of....... ................. ......... 1.25 replacement of ENGINEER ...... :",!::'...:::... :.'8.2 Claim .............................................. 17.3 D~.- ~': reports and tests.................. __,;.,..... ........8.4 Defects, . ............................. ............., 13.1 stop or suspend Work....... ...... .j;:.. 8.8,<16.10. 15.1 I Differing Subsurface or Physical Conditions.... .. ... .4.2.3 terminate CONTRACIOR's services...... ..~~8.8, 15.2 Giving .............................................. 17.1 separate representative at site ,....................... 9.3 Tests and Inspections ............................... 13.3 independent testing .... ............................. 13.4 Variation, Shop Drawing and Sample ................ 6.27 use or occupancy of the . Notice to Proceed- Work .................................... 5.15.14.10 definition of ...... ............................ ...... 1.26 written consent or approval giving of........ .................... ............ ..... 2.3 required ............................... 9.1. 6.3,11.4 Notification to Surety ................................. 10.5 written notice I Observations, by ENGINEER .................... 6.30, 9.2 required .......... 7.1, 9.4, 9.11,11.2,11,9.14.7.15,4 Occupancy of the Work ................ 5.15, 6.30.2.4, 14.10 PCBs- Omissions or acts by CONTRACIOR ............. 6.9, 9.13 definitionof ........................................1.29 I "Open peril" policy form, Insurance.. ..... .... ....... .5.6.2 general .............................................,4.5 Option to Replace.................................... .5.14 OWNER's responsibility for ........................8.10 "Or Equal" Items ......................................6.7 Partial Utilization- Otherwork .............................................. 7 delinitionof ........................................1.28 I Overtime Work-prohibition of ......................... 6.3 generaJ ...................................6.30.2.4, 14.10 OWNER- Propeny Insurance ................................. 5.15 Acceptance of defective Work ...................... 13.13 Patent Fees and Royalties ............................. 6.12 appoint an ENGINEER .............................. 8.2 Payment Bonds ............. .......... .............. 5.1-5.2 I as fiduciary .................................... 5.12-5.13 Payments, Recommendation of ............. 14.4-14.7, 14.13 Availability of Lands, responsibility. ...... ........ .... 4.1 Payments to CONTRACIOR and Completion- definition of ........................................ 1.27 Application for Progress Paymeilts .................. 14.2 . data, furnish ............... ..........................8.3 CONTRACIOR's Wammty of Title ................. 14.3 May Correct Defective Work ....................... 13.14 F'maJ Application for Payment...................... 14.12 May refuse to make payment.............. .......... 14.7 F'maJ Inspection ................................... 14.11 May Stop the Work ................................ 13.10 F'maJ Payment and Acceptance ............... 14.13-14.14 . may suspend work, generaJ ........................................... 8.3, 14 terminate ..........'.............8.8,13.10,15.1-15.4 Partial Utilization .................................. 14.10 Payment, make prompt...... ............. 8.3, 14.4, 14.13 Retainaae ........................................... 14.2 . perfOl1llllllCC of other Work ........................... 7.1 Review of Applications for Progress pennits and licenses, requirements .................. 6.13 Payments ......... ......................... 14.4-14.7 purcbased insurance requirements ...............5.6-5.10 prompt payment ..................................... 8.3 OWNER's- Schedule of Values ........ ................. ......... 14.1 I Acceptance of the Work ......................... 6.30.2.5 Substantial Completion ......................... 14.8-14.9 Change Orders, obliption to Waiver ofCJaims .................................. 14.15 execute.......:............................ 8.6, 10.4 when payments due .............'............. 14.4, 14.13 Communications..................................... 8.1 withholding payment................................ 14.7 I Coordination of the Work ............................ 7.4 FtrfOl1llllllCC EkM>ds .................................5.1-5.2 Disputes, request for decision ....................... 9.11 FCnnits ...............................................6.13 . 9 I Art;cI~ or Paragraph Arliclt' or Paragraph Numb~r Numbu I Pl:troleum- Regulations. Laws and (or) ...,............ ..........,.6.14 definition of ........................................ 1.30 Rejecting Defect;ve Won. ...............................9,6 general ...,...,.. ..........,......................'.. 4.S Related Work- OWNER's responsibility for ........................8.10 atSite .........................................., 7.1.7.3 . Physical Conditions- Peffonned prior to Shop Dmwings Dmwings of. in or relating to ,........ ..... ....... 4.2.1.2 and Samples submittals review ............ . . . . ,. 6.28 ENGINEER's review........ ............... ....... 4.2.4 Remedies, cumulative ............................ 17.4, 17.S . existing structures... .... ...... ........., ...... ....: 4.2.2 Removal or Coriection of general................. ...... ............ ........4.2.1.2 Defective Work .................................... 13.11 Subsurface and. .. ..... ..... .... .... .... ..............4.2 rental agreements. OWNER approval Underground Facilities ............................... 4.3 required ............................ .......... 11.4.5.3 I Possible ContnlCt Documents Change .............., 4.2.5 replacement of ENGINEER. by OWNER ......,.".... 8.2 Possible Price and Times Alijuslments .............. 4.2.6 Reponing and Resolving Discrepancies .... 2.S, 3.3.2. 6.14.2 Repons and Dmwings ........ ...................... 4,2.1 Repons- I Notice of Differing Subsurface or. ...,............., 4.2.3 and Dmwings .......... ............................ 4.2.1 Subsurface and ........... ...... .............,.. ....,4.2 and Tests. OWNER's responsibility ..................8.4 Subsurface Conditions...... ..... .......... ....... 4.2.1.1 Resident Project Representative- Technical DaIa. Limited Reliance by definition of ................ ..'...................... 1.33 I CONTRACTOR Authorized.................... 4.2.2 provision for..... ..... ........ ...... ................. 9.3 Underground Facilities- Resident Superintendent. CONTRACTOR's ....,......., 6.2 general .......................................... 4.3 Responsibilities- Not Shown or Indicated ....................... 4.3.2 CONTRACTOR's-in general .., .... ....................6 I Prolection of .... ~... . ..... ........ ...... ...4.3. 6.20 ENGlNEER's-jn general ....... ..... .,.... ...... .,.....9 Shown or Indicated ................... ......... 4.3.1 Umitations on ..........,......................... 9.13 Technical DaIa ..................................... 4.2.2 OWNER's-in general ..................................8 . Prcconstruction Conference ............................ 2.8 Retainage .. ...... ...... ............................... 14.2 Preliminary Matters ..................'....................2 Reuse of Documents .................. ........... ...... 3.7 Preliminary Schedules.................................. 2.6 Review by CONTRAClOR: Shop Dmwings Premises, Use of .................................6.16-6.18 and Samples Prior to Submittal ...................... 6.25 . Price. Change of Contract .......................;....... II Review of Applications for Progress Price. ContnlCt-definition of .......................... 1.11 Payments ...................................... 14.4-14.7 Progress Payment. Applications for .................... 14.2 Ri8ht to an adjuSlment ................................ 10.2 Progress paymenl-retainage .......................... 14.2 Ri8hts of Way ..........................................4.1 I Progress schedule. CONTRACTOR's ..... 2.6. 2.8. 2.9, 6.6, Royalties, Palent Fees and ............................. 6.12 6.29, 10.4. 15.2.1 Safe Structural Loading ......,........................ 6.18 PrQject-definition of .................................. 1.31 Safety- I PrQject Representative- and Protection ....... 4.3.2. 6.16. 6.18, 6.20-6.21. 7.2.13.2 ENGlNEER's Status During Construction ............ 9.3 seneraJ ........................................ 6.20-6.23 PrQject Representative, Resident Representative. CONTRACTOR's ................... 6.21 -definition of ......................................1.33 Samples- . prompt payment by OWNER ........................... 8.3 definitionof ........................................ 1.34 Property IlISlII1IIIce Fnerai ........................................6.24-6.28 Additional ................ ...........................5.7 Review by CONTRAClOR ......................... 6.25 Fnerai ..................................... ..... 5.6-5.10 Review by ENGINEER ....................... 6.26. 6.T1 . PaniaI Utilization ........................... 5.15,14.10.2 related Work ........................................ 6.28 ra:cipt and application of llUbmittaI of ....................................... 6.2A.2 proceeds .. ...... .... ...................... 5.12-5.13 submittal procedwes ................................ 6.25 I Prolcction. Safety and .......................6.20-6.21.13.2 ScbeduIe of PIOllfl'SS ..... 2.6. 2.8-2.9, 6.6, 6.29, 10.4, 15.2.1 Punch list ............................................ 14.11 Scbeduli: of Shop Drawing and Sample Radioective Material- SubminaIs ....................... 2.6. 2.8-2.9. 6.24-6.28 definition ........................................... 1.32 Scbedule of Values ........................ 2.6. 2.8-2.9, 14.1 . Fnerai ..................................... .........4.5 Schedules OWNER's responsibility for ........................8.10 Adherence to ..................................... 15.2.1 Rec:ommendaIion of Payment .............. 14.4, 14.5. 14.13 Alljusting ............................................ 6.6 ReconI Documents ...,........................... 6.19, 14.12 Change of Contract Times .......................... 10.4 I Records, procedures fbPmaintalii!ng .................... 2.8 Initially Ac:ceptabIe ............................... 2.8-2.9 . .. '-t::::::'- Preliminary ..........................................2.6 Reference Points'.... en. ..: ',' C) .......................4.4 Reference to Slliiidards'and Siiec!fications Scope of Changes .............................. 10.3-10.4 I of Teclmical:&.Cietie"S" ... .:'!?:-:......,................ 3.3 Subsurface Conditions .............................. 4.2.1.1 , ..},- \.D ~-l - '~w =~ -=<r 10 l- L:1=~ w --':5= . C) CJ r- - en ---- I Article or Paragraph Article or ParaRTapl1 Numbu Numbt'T I Shop Drawings- Substitute Items ................. ..., ..,.. ........ 6,7,1.2 and Samples. general ........................... 6.24-6.28 Subsurface and Physical Conditions- Change Orders & Applications for , Drawings of. in or relating to ..................... 4,2.1.2 I Payments. and ...... .........................9,7-9,9 ENGlNEER's Review....... ........ .............. 4.2,4 definition of ........................................ 1.35 general ,............................................,4.2 ENGINEER's approval of ......................... 3.6.2 Limited Reliance by CONTRACI'OR ENGlNEER's responsibility Authorized............. ,... ,.....,.,.,.,...".4.2.2 I for review............................... 9.7, 6.24-6.28 Notice of Differing Subsurface or related WotI< .......................... ....... .......6.28 Physical Conditions..............,."......,...".. 4.2.3 review procedures ......................... 2.8. 6.24-6.28 Physical Conditions .... ............................. 4.2.1.2 I submittal required ..... ,.................. ......... 6.24.\ Possible Contract Documents Change. .,:,::....,~..., 4.2.5 Submittal Procedures ............................... 6.25 Possible Price and Times Adjustments .0....., 0.... 4.2.6 use to approve substitutions ........................ 6,7.3 . -..-:-c- M ~~... Repons and Drawmgs .............,.. .,'.'... .,... .~,.... 4;2;.1 Shown or Indicated........ ......... ..... ..... ........4.3.1 Subsurface and ...................'. -?:: :-=-.,. .,_., .':74:2 c: ~ r-.=-:n I Site Access .................. .....................7.2. 13.2 Subsurface Conditions 8tthe Site ... ..,:'.-;"".., [,n., 4~,1.I Site Cleanliness..,. ....................... ............6.17 Technical Data ............,......,..:-;-::.;...._." '4:2:2 -"", .... ~ <J Site. Visits to- Supervision-- =- r.' :II: ;. _ \ by ENGINEER ................ ................9.2. 13.2 CONTRACTOR' 'bT co;<~ "6'1 5 responSI Illy.... .....;,,:..:~..'....~....." . I by others ..................... ,....... ...... ........ 13.2 OWNER shall not supervise ........ .:;:;... .. . 0"" . .. 8.9 "Specia/ causes of loss" policy form. insurance .......5.6,2 ENGINEER shall not supervise..........,... T9l2. 9.13.2 Spec:iIications- Superintendence ......................................,6.2 I de/initionof ........................................1.36 Superintendent. CONTRACTOR's resident ..,.......,6.2 ofTcdlnical Societies, reference to ................. 3.3.1 Supplemental costs .................................. 11.4.5 precedence . ..... ... ......... .... ........ ..........3.3.3 Supplementary Conditions- Standards and Specifications of Technical definition of .. ............ .......................... 1.39 I Societies .......................................... 3.3 principal reference to .... 1.10. 1.18,2.2,2.7,4.2.4.3.5.1, Starting ConstnJction. Before ......,................ 2.5-2,8 5.3.5.4. 5.f>.5.9. 5,11. 6.8. 6.13. 7.4. 8,11. 9.3. 9.10 Starting the Wor!< ......... ...... .... ...... ............. 2.4 Supplementing Contracl Documents .........,...,..".. 3.6 Stop or Suspend WotI<- Supplier- I byCONTRACI'OR .................................15.5 definition of ........................................1.40 by OWNER ............................. 8.8,13.10,15.1 principal references to .................. 3.7. 65. 6.8-6.11. Storaae of materials and equipment ................. 4.1. 7.2 6.20,6.24,9.13,14.12 II StnIClural Loading, Safely............................. 6.18 WaiverofRillhts ........... .........................6.11 Subc:ontrllClOr- Surety- I Conc:eming, .....................................6.8-6.11 consent to final payment......... .. .. .. . .. ... 14.12. 14.14 definitionof ........................................1.37 ENGINEER has no duty to .......... ............... 9.13 I delays ..............................................12.3 Notification of ........................... 10.1, 105, 15.2 waiver ofrilhts .....................................6.11 qualification of ...................................5.1-5.3 I Subcontractors-in gatetaI ........................ 6.8-6.11 Survival of Obliptions ................................ 6.34 . Subcontzacts...uired provisions ........5.11.6.11.11.4.3 Suspend WotI<, OWNER May .................. 13.10. 15.1 Submittals- $usJlension ofWorlt and Tmni~ .................. 15 I Applications for Payment ........................... 14.2 CONTRACTOR May Stop Wor!< or Mainteaanc:e and Operation Manuals ............... 14.12 Terminate ........................................ 15.5 I Procedures ... .. .. .. . . .. .. .. .. .. .. . .. .. . .. .. .. .. .... 6.2.5 OWNER May Suspend WotI< ....................... 15.1 Prosress ScIIedules .............................. 2.6. 2.9 OWNER May Terminate ....................... 15.2-15.4 Samples .. .. .. .. .. .. .. .. . .. .. .. .. .. . .. .. .. .. .. . 6.24-6.28 1lIxes-Payment by CONTRACI'OR .................... 6.15 ~u~ of Values .............................2.6, 14.1 Technical Data- I Sc:heduIe of Shop Drawings and Limited Reliance by CONTRACI'OR ............... 4.2.2 Samples Submissions .................... 2.6, 2.8-2.9 Possible Price and Tunes Adjustments .............. 4.2.6 Shop Drawings ................ .. . .. .. .. .. .. .. .. 6.24-6.28 Reports of Differing Subsurface and II Substantial Completion- Ph~ ClDnCti\K)ns ..............................4:2.3 c:cniIication of ........................ 6.30.2.3, 14.S-14.9 TemJlOl1ll'Y consUuc:tion faciJities ........ .............. .. 4.1 defittition of ........................................ 1.38 Termi~ II Substitute Consuw:tion Methods or Procedures ....... 6.7.2 by CONTRACI'OR .................................15.5 Substitutes and "Or Equal" Items ...................... 6.7 byOWNER ...............................8.8.15.1-15.4 CONTRACI'OR's Expense .......................6.7.1.3 of ENGINEER's employment........................ 8.2 ENGINEER's Evaluation .......................... 6.7.3 Suspension of Work..n gatetaI ........................ IS "Or-Equal" ........................................6.7.1 Terms and Acljcc:tives .................................. 3.4 I Substitute Construction Methods of Procedures ..... 6.7.2 Tests and Inspections- II . J Article or Paragraph Article or Paragraph Number Numbt:r 1 Acc. ,; to the Work. by others .......:.............. 13,2 Utilization. Panial "".."""", 1.28,5.15.6,30.2.4. 14,10 CONTRACTOR's responsibilities..."......",...... 13,5 Value of the Work... .:.... ..,..,.... ..,..,...... ..,...11.3 cost of.....,........................................ 13,4 Values, Schedule of ......,................ 2.6. 2.8-2.9,14,1 covering Work prior to ......................... 13.6-13.7 Variations in Work-Minor 1 Laws and Regulations (or) .......................... 13.5 Authorized ............................,... 6.25. 6.27. 9.5 Notice of Defects .............,....................' 13.1 Visits of Site-by ENGINEER .............,........... 9.2 OWNER May Stop Work .......................... 13.10 Waiver of Claims-on Final I OWNER's independent testing ....................:, 13,4 Payment ...........................,................ 14,15 special, required by ENGINEER..................... 9.6 Waiver of Rights by insured panies ............... 5.11. 6.11 timely notice required ............................... 13.4 Wananty and Guarantee. General-by Uncovering the Work. at ENGINEER's CONTRACTOR ... ...". ."... ...",.. ........ ,.",6,30 I request ....................................13.8-13.9 Warranty of TiUe. CONTRACTOR's..."..,.........., 14,3 Times- Work- Adjusting.............................. ..............6.6 Access to........................................... 13.2 I Change ofContraet ......,............ ..'... ..,.,..... 12 by others. .. ................. ....... ............ .......7 Adjusting..............................,.............6.6 Changesinthe .......................................10 Computation of ..................................... 17.2 Continuing the. .......................,............. 6.29 Contract Times.----<lefinition of ....................... 1.12 CONTRACTOR May Stop Work I day .............."......,........................ .17.72 orTenninate ...........,....................... 15.5 Milestones .....................................,.....12 Coordination of ......................................7.4 Requirements- Cost of the ..................................... 1 J.~I 1.5 appeals .......................................... 16 definition of ........................................ 1.43 I clarifications. claims and neglected by CONTRACTOR ....... .......... ..... 13.14 disputes ............................. 9.11.11.2.12 otherWork ............................................ 7 commencement of contnlCt times .....'.............. 2.3 OWNER May Stop Work .......................... 13.10 1 pI'eCOnSllUction conference ..... .. , .. .. .. .. .. . .. .... 2.8 OWNER May Suspend Work ................. 13,10. 15.1 schedules ................................. 2.6, 2.9, 6.6 Related, Work at Site............................. 7.1-7,3 starting the Work ..................................2.4 Starting the .......................................... 2.4 Title. Warranty of ............................... .'..... 14.3 Stopping by CONTRACTOR ........................ 15.5 I Uncovering Work ................................ 13.8-13.9 Stopping by OWNER .............. ,........... 15.1-15.4 Underground Pacitities, Physical Conditions- Variation and deviation authorized, definition of ........................................1.41 rninor '" ............................ ............ 3.6 Work Change Directi_ I Not Shown or Indiciued ............................ 4.3.2 claims pursuant to ............................. ..... lo.i protection of ................................... 4.3. 6.20 definitionof ........................................1.44 Shown or Indicated ................................ 4.3.1 principal references to .............,......3.5.3. 10.1-10.2 Unit Price Work- Written Amendment- I claims ............................................ 11.9.3 definitionof ........................................1.45 definition of ........................................ 1.42 principal references 10... 1.10.3.5,5.10,5.12.6.6.2.6.8.2. general ...................,..............11.9.14.1,14.5 6.19.10.1.10.4,11.2.12.1,13.12.2.14.7.2 1 UnitPrices- Written Clarifications and general ........................................... 11.3.1 Inlel'pretations .................. '.. .... '" 3.6.3, 9.4, 9.11 Determination for ................................... 9.10 Written Notice Required- Use of Premises ........................ 6.16, 6.18. 6.30.2.4 by CONTRACTOR ........ 7.1, 9.10.9.11,10.4,11.2,12.1 1 Utility owners ...................... 6.13. 6.20. 7.1-7.3. 13.2 byOWNER....................9.10.9.II. 10.4. 11.2. 13.14 1 r- II) .<J:: :?- f"<'l co :<.:- rvD I t.-;-:;:;~ :lJ:: L:.J-': !l.. - ~.L.J eX ._t)- r, -)}- I \.0 ......::::;;..; - )-w =J =< tG I- ,~ U :J~ co 0 r- - (j) 12 --, - - - -------- ---- - --- -- - I GENERAL CONDITIONS ment. together with all Written Amendments. Chan~e Orders. I Work Change Directives. Field Orders and ENGINEER's written interpretations and clarifications issued pursuant to ARTICLE I-DEFINITIONS paragraphs 3.5. 3.6,1. and 3.6.3 on or after the Effective Date ,of the Agreement. Shop Drawing submittals approved pursu- I ant to paragraphs 6.26 and 6.27 and the repons and drawings Wherever used in these General Conditions or in the other referred to in paragraphs 4.2.1.1 and 4,2,2.2 are not Contract ConllllCt Documents the following tenns have the meanings Documents, indicalcd which are applicable to both the singular and plural I thereof: 1.11. Contracl Prict-The moneys payable by OWNER to CONTRAClOR for completion of the Work in accordance 1.1. Addenda-Wrinen or graphic instMlments issued prior with the Contract Documents as stated in the Agreement I to the opening of Bids which clarify, COlTeCt or change the (subject to the provisions of paragraph 11.9.\ in the case of Bidding Requirements or the Contract Documents. Unit Price Work). 1.2. Agreement-The written conllllCt between OWNER 1.12. COn/ract Times-The numbers of days or the dates . and CONTRACrOR covering the Work to be perfonned; other stated in the Agreement: (i) to achieve Substantial Completion, ConllllCt Documents are attached to the Agreement and made and (ii) to complete the Work so that it is ready for final a part thereof as provided therein. payment as evidenced by ENGINEER's written recommenda- I tion of final payment in accordance with paragraph 14,13, 1.3. ApplicationJor Payment-The form accepted by EN- GINEER which is to be used by CONTRACrOR in requesting 1.13. CONTRAC7DR- The person, finn or corporation JIfOIlI'C5s or final payments and which is to be accompanied by with whom OWNER has entered into the Agreement. I such supportill\l documentation as is required by the ConllllCt Documents. 1.14. deJectivt-An adjective which when modifying the word Work refers to Work that is unsatisfactory, faulty or . 1.4. Asbestos-Any materia1 that contains more than one deficient, in that it does not confonn to the Contract Cocu- percent asbestos and is friable or is releasill\l asbestos fibers ments, or docs not meet the requirements of any inspection, into the air above current action levels established by the reference standard, test or approval referred to in the UDited States Occupational Safety and Health Adminislnllion. Contract Documents, or has been damaged prior to ENGI" I NEER's recommendation offinal payment (unless responsi- 1.5. Bid- The offer or proposal of the bidder submitted on bilityforthe protection thereofhas been assumed by OWNER the prescribed form senill\l forth the prices for the Work to be at Substantial Completion in accordance with paragraph 14.8 performed. or 14.10). I 1.6. Bidding Documents-The advertisement or invitation 1.15. Drawings-The drawings which show the scope, to Bid, instnsctions to bidders, the Bid form, and the proposed extent and character of the Work to be furnished and per- I Contract Documents (including all Addenda issued prior to formed by CONTRACrOR and which have been prepared or receipt of Bids). approved by ENGINEER and are refeJTed to in the ConllllCt Documents. Shop drawings are not Drawings as so defined. . 1.7_ Bidding RequiNmenls- The advertisement or invita- tion 10 Bid. instructions to bidders, and the Bid form. I. 16. E;fJ~ctive [)me of the Agreemen,- The dale indicated in the Agre.;nle<1l on which it becomes effective, but if no such I.B. BIJIIti.f-FafOllDlllll:e and Payment bonds and other' date is indicalcd it means the date on which the Agreement is . instruments of security. signed and delivered by the last of the two parties to sign and detiver. w -.J 1.9, Chttng~ Orrkr-A doc:tnnent recommended by ENGl- e> a NEBR, which is signed by CONTRAClOR and OWNER and 1.17. ENGJNEER-Theperson,fih~c:O~tli\iined I lIIlthorizcs an addition, deletion or revision in the Work, or an as such in the AsreemenL -, = (J-', ~ r= 8lijustment in the Contract Price or the Contract TIIIICS, issued ' - I --l'-- \! 01\ or after the Effective Date of the Agreement. 1.18. ENGINEER's Consubtutl-A,p#'sDn, finn or:catpo. . ration having a contract with ENGINEER-to fuffiish sCivlces 1.10. Coturact Documellls- The Agreement, Addenda as ENGINEER's independent professiiiii8i;~..-..~ or-Con- (wbich pertain 10 the Contract T\nM--nts), CONTRAClOR'. sultant with respeclto the Project and w!9lS ~ed as such Bid (incIudiDg doc:tnnentation accompanyill\l the Bid and any in the Supplementary Conditions. -.J I pelSt Bid doc:tnnentation submitted prior to the Notice of Award) when attached as an exhibit to the Agreement, the 1.19. Field Order-A written order issued by ENGINEER Notice to Proceed, the Bonds, these General Conditions, the which orders millOr chanps in the Work in accordance with I SIIppIementary Conditions, the Specilications and the Draw- JllU'll8IlIPh 9.5 but which docs IlOl involve a change in the ings as the same are more specifieally identified in the A,gree- Contract Price or the Contract Times. 13 . I 1.20, Genual Rtquir~m~nls-Sections of Division 1 ofthc 1.33, R~sidtnt Projtct Rtprestnlativt- The authorized Specifications. representative of ENGINEER who may be assigned to the site I or any pan thereof, 1.21. Hazardous WaJl.- The tenn Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste ' \.34. Samples-Physical examples of materials. equipment. Disposal Acl (42 use Section 69(3) as amended from time to or workmanship that are representative of some poroon of the I time. Work and which establish the standards by which such ponion of the Work will be judged, 1.22. Laws and RegulaliollS: Laws or ReguUJliollS-Any I and all applicable laws. rules. regulations. ordinances. codes \.35. Shop Drawings-All drawings. diagrams. iIIuStra- and orders of any and all governmental bodies. agencies. tions, schedules and other data or information which are authorities and courts having jurisdiction. specifically prepared or assembled by or for CONTRACTOR I and submitted by CONTRACTOR to illustrate some portion of 1.23. Liens-Liens. charges, security interests or encum- the Work. brances upon real property or personal property. 1.36. Speci!icaliollS- Those portions of the Contract Doc- I 1.24, Mileslone-A principal event specified in the Con- uments consisting of written technical descriptions of materi- tract Documents relating to an intennediate completion date or a1s. equipment, consuuction systems. standards and workman- time prior to Substantial Completion of all the Work. ship as applied to the Work and cenain administrative details applicable thereto. I 1.25. NOlice of Award- The written notice by OWNER to the apparent successful bidder stating that upon compliance by 1.37. SubconlMclor-An individual, linn or corporation the apparent successful bidder with the conditions precedent having a direct contract with CONTRACTOR or with any I enumerated therein, within the time speci/ied, OWNER will other Subcontractor for the performance of a pan of the Work sign and deliver the Agreement. at the site. 1.26, NOlice 10 Proceed-A written notice given byOWNER 1.38. Subslll1I1iDJ Completion-The Work (or a speci/ied . to CONTRACrOR (with a copy to ENGINEER) lixing the part thereof) has progressed to the point where, in the opinion date on which the ContnlCt Times will commence to run and on of ENGINEER as evidenced by ENGINEER' s definitive which CONTRAC1OR shall start to perfonn CONTRAC. certificate of Substantial Completion, it is suflicienUy com- I lOR's obligations under the ContnlCt Documents. p1ete, in accordance with the Contract Documents, so that the Work (or specified part) can be utilized for the purposes for \.27. OWNER-The public body or authority. cmpora. which it is intended; or if no such certificate is issued. when the lion, association, finn or person with whom CONTRACIOR Work is complete and ready for finaJ payment as evidena:d by I has entered into the Agreement and for whom the Work is to be ENGlNEER's written recommendation of final payment in accordance with pangraph 14.13. The tenDS "substantially provided. complete" and "substantially completed.. as applied to all or 1.28. Partial UtilizP,tiof>-Use by OWNER of a substan- part of the Work refer to Substantial Completion then:of. I tially COIIIPIeted pan of the Work for the II\IIllOSC for which it is 1.39. Supplemenlary Conditions-The part of the Contrad intended (or a related putpOse) prior to Substantial Completion Documents which amends or supplements these General C0n- I of all the Work. ditions. , 1.29. PCBs-Polychlorinated biphenyls. 1.40. SuppJJrr-A manufacturer, fabricator, supplier, dis- 1.30. Pelrolrum-PttroIeum, including crude oil or any tributor, materialman or vendor having a direct contract with I CONTRACIOR or with any SubcontnlClor to furnish materi- fnIction then:of which is liquid at S18ndard conditions of als or equipment to be incortxJtated in the Work by CON- temperature and pressure (60 degrees Fahrenheit and 14.7 TRACTOR or any Subcontractor, . pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge. oil refuse, gasoline, kerosene, and oil mixed with 1.41. Underground FDciJJties-A11 pipelines, conduits, ducts, other non-Hazardous Wastes and crude oils. cables, wm:s, manholes, vaults, tanks, tunnels or other such facilities or attacIImenls, and any encasements containing such I 1.31. Project- The total construction of which the Work to facilities which have been installed undeqround to furnish any be provided under the Contrad Documents may be the whole, of the following services or materials: electricity, ....., Bte8IIl, or a part as indicated elsewhere in the Contract Documents. liquid petroleum products, telephone or other COl1IIIlUIIica- ro lions, cable television, sewa,se and dnlinaae removal, trlIftic: or I lJ') <( 1.32.R"iDtfEivd1~1-Sou=, special nuclear, or other control systems or water. byprodtict,mate!;!aI as',~iIed by the Atomic EneIJY Act of 1954 (42'USC sei:tion'2ill,fet seq.) as amended from time to 1.42. Unit Price Work-Work to be paid for on the basis of I . ......-...'" . ~{- unit prices. tune. ..,.j ~= u => - --- Ii ~ I- -"'"'- 14 L.-:::> L.) ,.. -' 3:= . 0 C> r- C7'> I Work-The entire completed construction or the var- Contn!ct Times commence to run later than the sixtieth day after 1.43. ious separately identifiable pans thereof required to be fur- the day of Bid opening or the tllirtieth day after the Effective Dale I nished under the Contract Documents, Work includes and is of the Agreement, whichever date is earlier. the result of perfonning or furnishing labor and furnishing and incolJlOnuing materials and equipment into the construction, Suuting tIu WOIt: I and perfonning or furnishing se",ices and furnishing docu- menrs, all as required by the Contract Documenls. 2.4. CONTRACroR shall sran to perform the Work on the date when the Contract Times commence to ~ but no Work 1.44. Work Chong~ Di,.ctive-A written directive to CON- shall be done at the site prior to the da!5on wh~ the Contract I TRACTOR, issued on or after the Effective Date of the Times commence to run. ~c-) 0 :l>;:-: <J U1) Agreement and signed by OWNER and recommended by -< ENGINEER, ordering an addition, deletion or revision in lhe n-" - =- B~/(Jft StiDting Constnu:IiDn: - Q) .~ . Work, or responcling to differing or unforeseen physical condi- -<re-, u tions under which the Wort< is 10 be perfonned as provided in 2.5. Before uncleMaking each ~i-i~of til'? Wgri>";l CON- paragraph 4.2 Or 4.3 or to emergencies uncler paragraph 6.23., A TRACTOR shall carefully study alii! ,camp;;. Ihe.Contract Work Change Directive will not change the Contract Price or Documents and check and verif~rline;UJ figures" shown Ithe Contracl Times, but is evidence that the panies eXpeclthat thereon and all applicable field measureme'lils, CONTRAC- the change directed or documented by a Wort< Change Direc- TOR shall promptly report in writing to ENGINEER any tive will be incolJlOnued in a subsequently issued Change conflict, error, ambiguity or discrepancy which CONTRAC- Order following negotiations by lhe parties as 10 irs effect, if TOR may discover and shall obtain a wrillen interprelalion or I any, on the Contracl Price or Contract Times as provided in clarification from ENGINEER before proceeding with any paragraph 10.2. Work affected Ihereby; however, CONTRACTOR shall not be liable to OWNER or ENGINEER for failure 10 report any I 1.45. Wrin..n Amt'1Uimt'nt-A written amendment of the conflict, error, ambiguity or discrepancy in the Contract Doc- Conlnlct Documents, signed by OWNER and CONTRACroR umenrs, unless CONTRACTOR knew or reasonably should on or after the Effective Date of the As! cement and nortnally have known thereof. dealing with the nonengineering or nontechnical rather than 2.6, Within ten days after the Effective Dale of the Agree- . strictly constructi~1ated aspters of the Contracl D0cu- ments. ment (unless otherwise specified in the General Requirements). CONTRACroR shall submit 10 ENGINEER for review: . ARTICLE 2-PRELIMINARY MAtTERS 2.6.1. a preliminary progress schedule indicating the times (numbe", of days or dates) for starting and completing the various stages of the Wort<, including any Mileslones . specified in the ConlnlCl Documenrs; 2.6.2. a preliminary schedule of Shop Drawing and Sam- IHu.., 01 B....' pie submittals which WIll list each required submittal and the I 2.1. When CONTRACroR delivers the executed Asree- times for submitting, reviewing and processing such submit- tal; ments 10 OWNER, CONTRACIOR shall also deliver 10 2.6.3. a preliminary schedule of values for all of the OWNER such Bonds as CONTRACIOR may be required 10 Wort< which will include quantities and prices of items Iumish in acconIanc:e with JlIlIlIllI1lPh 5.1. agrepting the ConlnlCl Price and will subdivide Ihe Work , into componenl pans in suftic:ient delaillo se",e as Ihe basis r....."'DJ _. for Jll'Olll'IlSS payments during construction. Such prices will include an appropriate amounl of overllead and profit appli- cable 10 each item of Work. 2.2. OWNER shall furnish 10 CONTRACIOR up 10 ten copies (unless otherwise specified in the Supplementary Con- 2.7. Before any Wort< at the site is started, CONTRACTOR !:rOIlS) of the Contracl Documents as are reasonably _ and OWNER shall each deliver 10 the other, with copies 10 for the elleClllion of the Work. Additional copies will be each additional insured identified in the Supplementary Condi- furnished, UJIOlI request, at the cost of reproduction. lions, certificates of insurance (and other evidem:e of insunmce 1_, which either of them Or any additional insured may reasonably RqlICSt) which CONTRACroR and OWNER respectively are . oJC- TiIaa; NtIfi<<", ""'-d: required 10 purchase and maintain in accordance with para- papbs 5.4, 5.6 and 5.7. 12.3. The Conuac:t TDDeS will .....u...."" 10 nm on the tJIinj. th day after the Effeclive Date of the ABr-4, or, if a NDIice he<;.1 ~"'tC~_, to Proceed is siwn, on the day indicated in the Notice 10 Proceed. A NDIice 10 Proceed may be siwn at any lime within thirty days 2.8. Within twenly days after lhe Contracl Times start 10 ~ the ~ Date of the Aeo.....eoL In no evenl will the tun, but before any Work at the site is staned, a <:onference 15 I I attended by CONTRACTOR, ENGINEER and others as al>- cations and interpretations ofthe Contract Documents shall be propriate will be ,held 10 establish a working understanding issued by ENGINEER as provided in pal'lll1raph 9.4. I among the panies as to Ihe Work and to discuss the schedules referred to in paragraph 2.6, procedures for handling Shop 3.3. Rrfnen<< /0 simrdards and Sprcifia1Jions of TrchtUaJ! Drawings and other submittals, processing Applications for ' Payment and maintaining required records, Socielies; Rrporting and RrloIviJrg DisCrf!~S: I 3.3,1. Reference to standards. specifications. manuals or IniIiilJJy A<cqJI4bk SeMdilles: codes of any technical society, organization or association. I or to the Laws or Regulations of any governmental authority, Unless otherwise provided in Ihe Contract Docu- whether such reference be specific or by implication, shall 2.9. mean the latest standard, specification, manual. code or ments, at least len days before submission of the first Applica- Laws or Regulations in effect at Ihe lime of opening of Bids . lion for Payment a conference attended by CONTRACTOR, (or, on Ihe Effective Date of Ihe Agreement if Ihere were no ENGINEER and Olhers as appropriate will be held 10 review Bids), except as may be otherwise specifically stated in the for acceptability to ENGINEER as provided below the sched- Contract Documents, ules submitted in accordance with paragraph 2.6. CONTRA(:- . TOR shall have an additional ten days to make corrections and 3,3.2. If, during the pelfonnance of the Work, CON- adjustments and 10 complele and resubmit lhe schedules. No TRACTOR discovers any conflicl, error, ambiguity or dis- progress payment shall be made to CONTRACTOR untillhe crepancy within the Contract Documenls or belween the I schedules are submitted to and acceptable 10 ENGINEER as Contract Documenls and any provision of any such Law or provided below. The progress schedule will be acceptable to Regulation applicable to the pelfonnance of the Work or of ENGINEER as providing an orderly progression of the Work any such standard, specification, manual or code or of any to completion within any specified Milesumes and the Contracl instruction of any Supplier referred to in paragraph 6.5, I Tunes, but such, acceptance will neither impose on ENGI- CONTRACTOR shall repon it to ENGINEER in wriling at NEER responsibility for the sequencing, scheduling or progress once, and, CONTRACTOR shall not proceed with Ihe Work of the Work nor interfere with or relieve CONTRACTOR from affected thereby (except in an emergency as authorized by CONTRACTOR's full responsibility therefor. CONTRACTOR's paragraph 6.23) until an amendment or supplement to Ihe I schedule of Shop Drawing and Sample submissions will be Contract Documenls has been issued by one of the methods acceptable 10 ENGINEER as providing a workable lllTlInge- indicated in paragraph 3.5 or 3.6; provided, however, that ment for (~viewing and processing the required submittals. CONTRACTOR shall not be liable to OWNER or ENGI- . CONl'lUlUlOR's::Si:hedule of values will be acceptable to NEER for failure 10 repon any such conflict, error, ambigu- ENGINEER sS'tii.!9nn and SUbslllnCe. ity or discrepancy unless CONTRACTOR knew or reason- ':...:.... ...-:-- ~- ably should have known thereof. r,. ( "'-- _,J . .~~ <:r _, >- . , --):-- 3.3.3, Except as otherwise specifically Staled in the ARTiC~~ DOCUMENTS: INTENT, Contract Documents or as may be provided by amendment !t r: t-- ,...., or supplement thereto issued by one of the methods indi- 1.' ~ u ~MENDlNG, REUSE cated in paragraph 3,5 or 3.6, the provisions of Ihe Contract I CJ CJ CT\ Documents shall take precedence in resolving any conflict, ' etTllr, ambiguity or discrepancy between the provisions of 1- the Contracl Documents and: . 3.3.3.1- the provisions of any such standard. specl. 3.1. The Contract Documents comprise the entire asree- fication, manual, code 'or instruction (whether or not ment between OWNER and CONTRACTOR c:onceming the specifically inc:orponued by reference in the Contract . Work. The Contract Documents are c:ompIementary; what is Documents); or called for by one is as binding as if called for by all. The Contracl Documents will be construed in aa:onIance with the 3,3.3.2. the provisions of any such Laws or Regu- Jaw of the place of the Project. lations applicable 10 the performance of the Work I (unless such an inlerpretation of the provisions of the 3.2. II is the intent of the Contract Documents to describe Cont~ Documents would result in violation of such a timctiona1ly comp\ete Project (or pan thereof) to be con- Law or ReguJation). struc:ted in acconIance with the Contracl Documents. Any . Work. materials or equipment that may reasonably be infemd No provision of any such standard, specification, manual, from the Contracl Documents or from prevailing CIISIOl1I or code or instruction shall be effective 10 change the duties and trade usage as being required to produce the intended result responsibilitiesofOWNER.CONTRACTORor ENGINEER, . will be furnished and performed whether or DOt specifically or any of their subcontraCtors, consultants, agenls, or em- called for. When words or phrases which have a well- known p10yees from those set fonh in the Contract Documents, nor tec:1mic:aI or construction industry or tnlde meaning are used to shall it be effective 10 assign to OWNER, ENGINEER or clescnbe Work. materials or equipment. such words or phrases any of ENGINEER's Consultants, agents or employees any I shall be interpreted in 8I:COrdance with that meaning. Clarifi- duty or authority to supervise or direct the furnishing or 16 I I performance of the Work or any duty or authority to under- of the Drawings. Specifications or other documents (or copies I take responsibility inconsistent with the provisions of para. of any thereoO prepared by or bearing the seal of ENGINEER graph 9.13 or any other provision of'the Contract Docu, or ENGINEER's Consultant. and (ii) shall nol reuse any of ments. such Drawings. Specifications. other documents or copies on I extensions of the Project or any other project without written 3.4, Whenever in the Contract Documents the lerms "as consent of OWNER and ENGINEER and specific written ordered:' "as directed," "as required:' "as allowed:' .'as verification or adaption by ENGINEER. approved" or terms of like effect or import are used. or the I adjectives "reasonable," "suitable," "acceptable:' "proper" \.D or "satisfaclory" or adjectives of like effect or import are -J used to describe a requirement, direction, review or judg- e 0 ARTICLE 4-AVAlLABILITY OF LANDS; CJ ta ment of eNGINEER as to the Work, it is intended that such SUBSURFACE AND PHYSICAL-l .;;.;. . requirement, direction, review or judgment will be solely to CONDITIONS; REFERENCE PQlNTS'= evaluate. in general. the completed Work for compliance -l c-.~ J ,-, .,.~, wilh the requirements of and informalion in the Contract :",r- ::J:: .. "J Documents and conformance wilh the design concept of the o'J.:J '.=-. ,I compleled Project as a functioning whole as shown or ::::;:.:: '?? .r" indicaled in the Contract Documents (unless there is a AVIZiIDbility of Ltmd.s: :P- o specific statement indicaling otherwise). The use of any such -J I term or adjective shall not be effective to assign to ENGI- 4.1. OWNER shall furnish, as indicated in the Contract NEER any duty or authority to supervise or direct the Documents, the lands upon which the Work is 10 be performed, furnishing or performance of the Work or any duty or rights-of-way and easements for access thereto. and such other authority to undertake responsibility contrary to the provi- lands which are designated for the use of CONTRAcroR, I sions of paragraph 9.13 or any other provision of the Upon reasonable wrinen request, OWNER shall furnish CON- Contract Documents, TRACIOR with a correct statement of record legal title and legal description of the lands upon which the Work is to be I performed and OWNER's interest therein as necessary for AmnuIing aiuI SuppklfU!nIing CDIfI1rlcI1JocumI1W: giving notice of or filing a mechanic's lien against such lands in accordanc:e with applicable Laws and Regulations. OWNER 3.5. The Contract Documents may be amended to provide shall identify any encumbrances or restrictions not of general . for additions, deletions and revisions in the Work or to mndify application but specifically related to use of lands so furnished the terms and conditions thereof in one or more ofihe following with which CONTRACTOR will have to comply in performing ways: the Work, Easements for permanent structures or permanent I changes in existing facilities will be obtained and paid for by 3.5.1. a formal Written Amendment, OWNER, unless otherwise provided in the Contract Docu- ments. If CONTRACTOR and OWNER are unable to agree on 3.5.2. a Change Order (pursuant to p8llIgI'IIph 10.4), or entitlement to or the amount or extent of any adjustments in the . Contract Price or the Contract Times as a result of any delay in 3.5.3. a Work Chanae Directive (pursuant to OWNER's furnishing these lands, rights-of-way or easements, JlIII1lllI'lIPh 10.1), CONTRACTOR may make a claim therefor as provided in Articles II and 12. CONTRACTOR shall provide for all . 3.6. In addition, the requirements of the Contract Docu- additional lands and access thereto that may be required for ments may be supplemented, and minor variations and devia- temporary consuuction facilities or storage of materials and lions in the Work may be authorized, in one or more of the equipment. . followiDll ways: 3.6.1. a Field Order (pursuant to JlIII1lllI'lIPh 9.5), 4.2. ~1IIIIl P/ryrit>IlC....-""_.: . 3.6.2. ENGINEER's approval of a Shop Drawing or 4.2.1. Reporrs tIIId Drawings: Reference is made to the Sample (pursuant to p8llIgI'IIphs 6.26 and 6.27), or Supplementary Conditions for identilication of: . 3.6.3. ENGINEER's written interpretation or clarific:a. 4_2.1.1. Subsutfac. Conditions: Those reports of explo- . lion (pursuant to p8llIgI'IIph 9.4), rations and tests of subsurface conditions at or contiguous to the site that have been utilized by ENGINEER in preparing the Contract Documents; and . R_of~: 4.2.1.2. Physical ConditiotlS: Those drawings of physical 3.7. CONTRACTOR, and any Subcontractor or Supplier conditions in or relating to existing surface or subsurface or other person or organization performing or furnishing any of structures at or contiguous to the site (except Underground . the Work under a direct or indirect contract with OWNER (i) Facilities) that have been utilized by ENGINEER in prepar_ shall not have or acquire any title to or ownership rights in any ing the Contract Documents. . 17 I 4.2.2. Limited R.lian" by CONTRAC1DR Authoriud; 4.2.5, Possibl. Contract Docum.nrs Chang" If ENOI- Tuhnical DOlo: CONTRACroR may rely upon the general NEER concludes that a change in the Contract Documents is I accuracy of the "technical data" contained in such reports and required as a result of a condition that meets one or more of the drnwings. but such reports and drawings are not Contract categories in paragraph 4.2.3.. a Work Change Directive or a Documents. Such "technical data" is identified in the Supple, Change Ordet will be issued as provided in Anicle 10 to reflect mentary Conditions, Except for such reliance on such "tech- and document the consequences of such change. I nical data:' CONTRACroR may not rely upon or make any claim against OWNER, ENGINEER or any of ENGINEER's 4.2.6. Possibl. Pri" and Tim.. Adju5lm.nrs: An equitable Consultants with respect to: adjustment in the ContnlCt Price or in the Contract Times, or . both, will be allowed to the extent that the existence of such 4.2.2.1. the completeness of such reportS and drawings uncovered or revealed condition causes an increase or de. for CONTRACIOR's purposes, including. but not limited crease in CONTRACroR's cost of. or time required for to, any aspects of the means, methods, techniques, 50- performance of, the Work; subject, however, to the following: I quences and procedures of construction to be employed by 4.2.6.1. such condition must meet anyone or more of the CONTRACI'OR and safety precautions and programs inci- dent thereto, or categories described in paragraphs 4.2.3,1 through 4.2.3.4, I inclusive; 4.2.2.2. otber data, intetpretations, opinions and infor- mation contained in such reports or shown or indicated in 4.2.6.2, a change in the Contract Documents pursuant to such dnlwings, or paragraph 4.2.5 will not be an automatic authorization of nor . a condition precedent to entitlement to any such adjustment: 4.2.2.3. any CONTRACroR intetpretation of or conclu- 4.2.6.3. with respect to Work that is paid for on a Unit sion dnlwn from any "technical data" or any such data, interpretations, opinions or infonnation. Price Basis, any adjustment in Contract Price will be subject . to the provisions of paragraphs 9.10 and 11.9; and 4.2.3. NOlic. of DiJJ.ring Subsutfa" or Physical Contii- 4.2.6.4. CONTRACI'OR shall not be entitled to any lions: If CONTRACroR believes that any subsurface or adjustment in the Contract Price or Times if; I physical condition at or contiguous to the site that is uncovered or revealed either: 4.2.6.4.1. CONTRACroR knew of the existence of 4.2.3.1. is of such a nature as to establish that any such conditions at the time CONTRACroR made a final . commitment to OWNER in respect of ContnlCt Price and "technical data" on which CONTRACI'OR is entitled to Contract Times by the submission of a bid or becoming rely as provided in paragraphs 4.2.1 and 4.2.2 is matetially bound under a negotiated contract; or inaccwate. or I 4.2.6.4.2. the existence of such condition could rea- 4.2.3.2. is of such a nature as to require a change in the sonably have been discovered or revealed as a result of Contract Docwnents, or any examination, investigation, exploration, test or study . of the site and contiguous areas required by the Bidding 4.2.3.3. differs materially from that shown or indicated in Requirements or Contract Docwnents to be conducted by the Contract Doc:wnents, or or for CONTRACI'OR prior to CONTRACI'OR's making such final commitment; or I 4.2.3.4. is of an unusual nature, and differs matetially from conditions ordinarily encountered and generally recog- 4.2.6.4.3. CONTRACIOR failed to give the written ttized as inherent in work of the chatacter provided for in the nolil:c within the time and as required by paragraph 4.2.3. I Contract Docwnents; then If OWNER and CONTRACIOR are unable to agree on CONTRACI'OR shall, promptly after becoming aware thereof entitlement to or as to the amount or length of any such and befon: fw1her distwbing conditions affected thereby or equitable lIlljustment in the Contract Price or Contract Times, . performing any Work in connection therewith (except in an a claim may be made therefor as provided in Anicles 11 and 12. emaae..cy as pennitted by JllIl'IIllI'lIIh 6.23), notify OWNER However, OWNER, ENGINEER and ENGINEER's Consult- and ENGINEER in writing about such condition. CONTRAC- ants shall not be liable to CONTRACroR for any claims, 1UR shall not fun!fr disturb such conditions or perfonn any costs, losses or cIatnaFs sustained by CONTRACI'OR on or in . Work in connec:tioa';'tJterewil!:I (except as aforesaid) until re- connection with any other p,qect or anticipated project. ceipt of written order to .cIQ:se. :;.~~~ '-'-' ~o ""t'- >,,- I 4.2.4. kNGINEER's'RMew: ENGINEER wlll promptly 4.3. PItpiaIl Cor~-.....-u~ Ii. _ fIIIII FIIdliIia: review the peni~ coiMtitions, determine the necessity of OWNER'S;"otitaining additiOi\aI exploration or tests with re- 4.3.1. Shown or Indk:aJN: The information and data ~ spect thereto and 'll<!vise:OWNER in writing (with a copy to or indicated in the Contract Doaunents with respect to existitw . CONTRACroR) liEENGI@ER's findings and conclusions. UnderJlround RiciIities at or CXlIItilluous to the site is based on r-- - en 18 . I 'rm 'and daIa furnished to OWNER or ENGINEER by without the prior wrinen approval of OWNER, CONTRAC. · onnaIIOnof h Und nd Facilities or by others Unless it TOR shall reporl to ENGINEER whenever anl<.<tCference I the owners suc ergrou , , . ed' = t' l5e\:ause of ' th' re Iy provided in the Supp/emenrary Conditions: pomt .s lost or destroy or requIres rel9;Clllon = IS 0 elWlse exp ss necessary changes in gn.des or locations. ~'shallilij: res~n' o ER and ENGINEER shall not be respon- sible for the accurate replacement,or rel~bon ofSllch ~- I S,i~:f~~\he =racy or completeness of any such informa- ' ence points by professIonally quahlied pe;~,~el. 0'\, ;: bon or daIa; and 4.5. ~,PCBs, Petn>Icum, H~:W~or Radii>- 4.3.1.2. The cost of all of the foUowing will be included in 8clM MmriaI: ~~ '?? iJ I the Contract Price and CONTRACIOR shall ~ve full ~n- 4.5. J. OWNER shall be responsibie-for anjDAsbestos. sibilitY,for: (i) ,reviewing and chec:king.al~ such inf~ and PCBs. Petrolewn, Hll2Nlious Waste or Radioaciiv'e Material daIa, (u) Iocaling all U~nd Facilities shown or indi~ uncovered or revealed at the site which was not shown or . in the Contract Documents, (m) coordinalion of the Work ~ indicaled in Drawings or Specifications or identified in the theownersofsuch Undervound Facilities during conslnJCbOlI, Contract Documents to be within the scope of the Work and and ~i~) the safety and protection of all such U~ which may present a substantial danger to persons or prope,rlY FociJJbeS as prov~ m paragraph 6.20 and repamng any e~posed thereto in connection with the Work al the slle, . damage thereto resulting from the Work. OWNER shall not be responsible for any such malerials . , broughlto the site by CONTRACIOR. Subconlractor, Supph- 4.3.2. Not Shown or ImJicar.d: If an Underground FacilIty ers or anyone else for whom CONTRACIOR is responsible. I is uncovered or revealed at or conbguous to the SIte wh.ch was IIOt shown or indicalcd in the Cont~t Documents, CON- 4.5.2. CONTRACTOR shall immediately: .0) Slop all TRACIOR shall, prompUy after becormng aware thereof and Work in connection with such hazardous condlt.on and m before funher disturbing conditions affected thereby o~ per- any area affected thereby (e~cept in an emergency as re- I forming any Work in c:onnection therewith (except In an quired by paragraph 6.23), and (ii) notify OWNER and ..dlw_.cy as required by paragraph 6.23), identify the owner ENGINEER (and thereafter conIinn such notice in writing). of SlICb Und...........nd Facility and give written notice to that OWNER shall promptly consult with ENGINEER concem- owner and 10 OWNER anc:1 ENGINEER. ENGINE~R will ing the necessity for OWNER to retain a qualilied e~perlto I promptly review the Undel'l:round FaciJity and detemune the evaluate such hazardous condition or take corrective action, extent, if any, 10 which a change is required in the ConllaCl if any. CONTRACTOR shall not be required to resume Work Doaunents 10 reftec:t and docwnent the consequences of the in c:onnection with such hazardous condition or in any such . exislence of the Underground Facility. If ENG~NEE~ con- affected area until after OWNER has obtained any required eludes that a change in the COnllaCl Documents IS ~wred, a pennits reJated thereto and delivered to CONTRACTOR Work Change Directive or 8 Change Order wm be ISSUed as special written notice: (i) specifying that such condition and provided in Article 10 to reflect and document such c:onse- any affected area is or has been rendered safe for the . quenc:es. During such time. CONTRACTOR shall be ~ resumption of Work, or (ii) specifying any special conditiollS sible for the safety and protection of such Underpuund Facility uncIer which SlICb Work may be resumed safely. If OWNER as provided in paragraph 6.ZO. CONTRACTOR shall be aI- and CONTRACTOR cannot agRe as to entitlemenllo or the lowed an inc:rease in the ContnlCl Price or an extension of the amount or extent of an adjustment, if any, in Contract Price I Contract Times. or both. 10 tile eXlelIt that~.Y are attributable or ContnlCl Times as a result of such Work stoppage or such to the existence of any U..lerground Facihty that was not special conditions under which Work is asreed by CON- shown or indicated in the COlllnlcl Documents and that CON- TRACIOR 10 be resUmed, either party may make a claim . TRACroR did not know of and could not reasonably have thetefor as provided in Articles 11 and 12. been expected 10 be aware of or 10 have antic:ipated. If OWNER and CONTRACJOiR are unable to agree on entitle- 4.5.3. If after receipt of suCh special written notice metIl 10 or the amount or length of any SlICb adjusunent in CONTRAClOR does not agree 10 resume such Work based . Contract Price or ConllaCl TilDes, CONTRACJOR may make 011 a reasonable belief it is unsafe, or does not agree to a claim therefor as provided lin Artic:Ies J 1 and 12. However, resume such Work under such special conditions, then OWNER. ENGINEER and J;:NGlNEER's Consullants shall OWNER may order SlICb portion of the Work that is in not be 1iabIe 10 CONTRACJOR for any claims, costs, losses or c:on"eaiOll with SlICb hazanIous c:ondition or in such at- I dam1tges incutTed or sustained by CONTRACTOR on or in fec:ted area to be cleleted from the Work. If OWNER and .....-.tMt with any other pn!iect or anticipated project. CONTRACJOR c:annot agree as 10 entitlement to or the amount or e~tent of an IIiljustment, if any, in Contract Price . or Contract Tunes as a resuh of deleting such portion of the ~ 1'1*#: Work, then either party may make a claim therefor as provided in Articles J I and 12. OWNER may have such ...... OWNER shall provide engineering surveys to estaJ>. deleted portion of the Work performed by OWNER's own IIish ref~,,;oc.. points for construction which in ENGINEER's forces or others in accordanc:e with Article 7. judsment are necessary to etl8ble CONTRACTOR to proceed . with the Work. CONTRACJOR shall be lesponsible for laying 4.5.4. To the fullest exlellt permitted by Laws and Reg- out the Work. shall proteCt and preserve the established uJations, OWNER shall indemnify and hold harmless CO~- I ,cfd-... points and shall make 110 ~ or reIoc:ations TRACIOR, Subcontractors, ENGINEER, ENGINEER s 19 I I Consultants and the officer., director., employees, agents, companies that are duly licensed or authorized in the juris- other consultants and subconlr.lCtors of each and any of diction in which the Project is located to issue Bonds or I them from and against all claims, costs. losses and damages insurance policies for the limits and coverages so required. arising out of or resulting from such hazardous condition. Such surety and insurance companies shall also meet such provided that: (i) any such claim, cost, loss or damage is additional requirements and qualificalions as may be pro- attributable to bodily injury, sickness, disease or death, or to vided in the Supplementary Conditions, . injury to or destruction of tangible property (other than the Work itself), including the loss of use resulting therefrom, 5.3.2. CONTRACroR shall deliver to OWNER, with and (ii) nothing in this subparagraph 4.5.4 shall obligate copies to each additional insured identified in the Supple, I OWNER to indemnify any person or entity from and against mentary Conditions. certificates of insurance (and other the consequences of that person's or entity's own negJi. evidence of insurance requested by OWNER or any other gence. additional insured) which CONTRACIOR is required to purchase and maintain in accordance with paragrnph 5.4, I 4.5.5, The provisions of paragraphs 4,2 and 4.3 are not OWNER shall deliver to CONTRACroR, with copies to intended to apply to Asbestos, PCBs, Petroleum, Hazardous each additional insured identified in the Supplementary Waste or Radioactive Material uncovered or revealed at the Conditions, certificates of insurance (and other evidence of I site. insurance requested by CONTRACroR or any other addi, lional insured) which OWNER is required to purchase and CO maintain in accordance with paragraphs 5,6 and 5,7 hereof. If> e:t . ~ .. .-:..- ARTICLE~BOWDS 'AND INSURANCE . :s::.. ..:....1 CONTRACTOR'. LiIIbiJity 11ISJl1'tDIt:e: ~:: ~ ca: ~>= ~-);~- . ~--:'J 1..0 ,,~w 5.4. CONTRACroR shall purchase and maintain such - = liability and other insurance as is appropriate for the Work FwjtJftMll#, ~ """0tIin- BOIIds: L.... w -1::;: being perfonned and furnished and as will provide protection C) 0 5. J. CONTRASfOR shall furnish Performance and Pay. from claims set forth below which may arise out of or result . ment Bonds, each In an amount at least equal to the Conlnlct from CONTRACroR's perfonnance and furnishing of the Price as security for the faithful performance and payment of Work and CONTRACroR's other obligations under the Con. all CONTRACroR's obligations under the Contract Docu- tract Documents, whether it is to be performed or furnished by . ments. These Bonds shall remain in effect at least until one CONTRACroR, any Subcontractor or Supplier, or by anyone year af\er the dale when finaJ payment becomes due. except as directly or indirectly employed by any of them to perfonn or provided otherwise by Laws or Regulations or by the Contract furnish any of the Work. or by anyone for whose acts any of Documents. CONTRACroR shall also furnish such other them may be liable: . Bonds as are required by the Supplementary Conditions, All 5.4.1. Bonds shall be in the form prescribed by the Contract Docu. claims under workers' compensation. disability ments except as provided otherwise by Laws or ReguJations. benefits and other similar employee benefit acts; I and shall be executed by such sureties as are named in the cum:ntlist of "Companies Holding Certificates of Authority as 5,4.2. claims for damages because of bodily iqjury, oc' Aa:eptabIe Smeties on FedetaJ Bonds and as Acceptable cupational sickness or disease, or death of CONTRAC. Reinsuring Companies" as published in Circular S70 (amended) lOR's employees; I by the Audit Staff, Bureau of Government Financial Openo- tions. U.S. Treasury Department. All Bonds sisned by an 5.4.3. claims for damages because of bodily illiury. sicJc. agent must be accompanied by a c:enified copy of such agent's ness or disease. or death of any person other than CON. I authority to act. TRAC'JOR's employees; 5.2. If the surety on any Bond furnished by CONTRAC. 5.4.4. claims for damages insured by custOlllBly personal lOR is declared a bankrupt or becomes insolvent or its ri&hl to iqjUJy JiabiJity cove.. which are sustained: (i) by any . do business is terminated in any state where any part of the ' person as a result of an offense directly or indirectly related Projec:t is located or it ceases to meet the requirements of to the employment of such person by CONTRACIOR. or(ii) paragraph 5.1. CONTRACIOR shall within ten days thereafter by any other person for any other reason; substitute another Bond and surety, both of which must be . acceptable to OWNER. 5.4.5. claims for damages. other than to the Work itself. because of iqjury to or destruction of tangible property wherever located. including loss of use resulting therefrom; . 5.3. , :_-' s.rwin IIIItIllUllftn; Cc,if( ~ ,,/1_: and 5.3.1. All Bonds and insurance required by the Contract 5.4.6. claims for damages because of bodily illiury or Documents to be pun:hased and maintained by OWNER or death of any person or property damage arising out of the I CONTRAClOR shall be obtained from surety or insurance ownership, maintenance Or use of any motor vehicle. 20 Ii ,- I The policies of insuran,:e so required by Ihis paragraph 5.4 10 ance upon the Work at the sile in the amount of the full I be purchased and maintained shall: replacement cost thereof (subject to such deductible amounts as may be provided in the Supplementary Conditions or 5,4,7. wilh respe"t to insurance required by p8nlgTllphs required by Laws and Regulations). This insurance shall: 5.4.3 through 5.4.6 io,clusive, include as additional insureds . (subject to any customary exclusion in respect of profes- 5.6.1. include the interesls of OWNER, CONTRAC- sional liability) OWNIER, ENGINEER. ENGINEER's Con- TOR, Subcontractors, ENGINEER. ENGlNEER's Con- sultants and any oth"r persons or entities identified in the sultants and any other persons or entities identified in the Supplementary Conditions, all of whom shall be listed as Supplementary Conditions. each of whom is deemed to have . additional insureds, and include coverage for the respective an insurable interest and shall be listed as an insured or officers and employe"s of all such additional insureds; additional insured; I 5.4.8. include the specific coverages and be written for be written on a Builder's Risk "all-risk" or open not less than the Jimi ts of liability provided in the Supple- 5.6.2. mentary Conditions O)r required by Laws or Regulations, peril or special causes of loss policy fonn that shall at least whichever is greater; include insurance for physical loss or damage to the Work. . temporary buildings, falsework and Work in transit and shall 5.4.9. include completed operations insurance; insure against at least the following perils fire, lightning. extended coverage, theft, vandalism and malicious mischief, 5.4.10. include c,,,ntractuaJ liability insurance covering earthquake, collapse, debris removal, demolition occasioned . CONTRACIUR's indemnity obligations under paragraphs by enforcement of Laws and Regulations. waler damage, 6,12,6.16 and 6.3] through 6.33; and such other perils as may be specifically required by the 5.4.\1. contain a provision or endorsement that the Supplementary Conditions; . coverage afforded ,will not be cancelled, materially changed 5.6.3. include expenses incurred in the repair or replace- or renewal refused until at least thiny days prior written notice has been given to OWNER and CONTRACIUR and ment of any insured propeny (including but not limited to . to each other additional insured identified in the Supplemen- fees and charges of engineers and archilects); tary Conditions to whom a cenilicate of insurance has been issued (and the cenilicates of insurance furnished by the 5.6.4. cover materials and equipment stored at the site or CONTRACIUR pursuant to paragraph 5.3.2 will so pro- at another location that was agreed to in writing by OWNER . vide); prior to being incorporated in the Work, provided that such materials and equipment have been included in an Applica- 5.4.12. remain in effect at least until final payment and at tion for Payment reconunended by ENGINEER; and all times thereafter 1>1,.., CONTRACIUR may be COITeCt- . in&, removing ,or rep:aang dqective Work in accordance 5.6.5. be maintained in effect until final payment is made with paragraph 13.12; and unless othetwise agreed to in writing by OWNER, CON- 5.4.13. with respe<:t to completed operations insurance, TRACTOR and ENGINEER with thiny days written notice I and any insutance coverage written on a claims-made basis, to each other additionaJ insured to whom a cenificate of remain in effect for at least two years after final payment insutance has been issued. (and CONTRACIURshall furnish OWNER and each other I lIlIditionaJ insured identified in the Supplementary Condi- 5,7. OWNER shall purchase and maintain such boiler and lions to whom a cenificate of insurance has been issued machinery insutance or additional propeny insurance as may ~idence satisfactory 10 OWNER and any such additional be required by the Supplementary Conditions or Laws and insured of continuation of such insutance at final payment Rqulations which will include the interests of OWNER, . ud one year thereaftu). CONTRACTOR, Subconlnlctors, ENGINEER, ENGINEER's Consultants and any other persons or entities identified in the SuppIemenwy Conditions, each of whom is deemed to have OWNER', LiIIIti/ily I_JII<<: an insurable interest and shall be listed as an insured or . additional insured. -0 5.5. In addition to th<: illSllJ1U\ce required to be provided by - -.J CONTRACroR under pU8IJ1SPh 5.4, OWNER, at OWNER's a 0 5.8. All the policies of insutance (liiid-the 'Ci!nilicates or . option, may )IlUdIase 1M maintain at OWNER's expense other evidence thereof) required to bIt-~ and:niam- OWNER's own liability insurance as wm protect OWNER tained by OWNER in accordance with~s 5.6 ana 5.7 apinst claims which may arise from openltions under the , ConlnIct Documents. will contain a provision or endorsenIeiii: that the covcnge afforded will not be cancelled or materialJy:c~ or re~waJ . refused until at least thiny days' prior Wi'iitcn notice liaitieen 7.-r-1O 1 ",,!f': given to OWNER and coNTRAe'1'6R - aDd ~ each other additional insured to whom a ceniIicattOr insunmce has been . 5.6. Unless otherwise, provided in the Supplementary Con- issued and will contain waiver provisions in accordance with ditions, OWNER shall plU'chase and maintain property insur- paragraph 5.\1. 21 . I 5.9. OWNER shall not be responsible for purchasing and 5,11.2.2, loss or damage to the completed Project or maintaining any propeny insurance to protect the interests of part thereof caused by. arising out of or resulting from fire I CONTRACIOR. Subcontr.lCtors or others in the Work to the or other insured peril covered by any propeny insurance extent of any deductible amounts that are identified in the maintained on the completed Project or part thereof by Supplementary Conditions, The risk of loss within such iden- OWN ER during partial utilization pursuant to paragraph tified deductible amount. will be borne by CONTRACIOR. 14,10. after substantial completion pursuant to paragraph . Subcontr.lCtor or others suffering any such loss and if any of 14.8 or after final payment pursuant to paragraph 14,13. them wishes property insurance coverage within the limits of Any insurance policy maintained by OWNER covering any loss. damage or consequential loss referred to in this paragraph such amounts, each may purchase and maintain it at the 5.11.2 shalt contain provisions to the effect that in the event of . purchaser's own expense. payment of any such loss. damage or consequential loss the 5.10. If CONTRACIOR requests in writing that other insurers will have no rights of recovery against any of CON. TRACTOR. Subcontractors. ENGINEER. ENGlNEER's Con. I special insurance be included in the property insurance policies sultants and the officers. directors. employees and agents of provided under paragraphs 5.6 or 5.7. OWNER shall. ifpossi. any of them, ble, include such insurance. and the cost thereof will be charged to CONTRACIOR by appropriate Change Order or Receipt and Application of InsuI'llJlCe Proceeds I Written Amendment. Prior to commencement of the Work at the site, OWNER shall in writing advise CONTRACIOR 5.12, Any insured loss under the policies of insurance whether or not such other insurance has been procured by required by paragraphs 5.6 and 5.7 will be adjusted with OWNER, CO OWNER and made payable to OWNER as fiduciary for the I Ln -< insureds. as their interests may appear. subject to the require- c:, --~ ments of any applicable mortgage clause and of paragraph 5.13, 1,'::'- ~.....- .::,:0 5.1C':W",;;,;: ofRigfiii: OWNER shall deposit in a separate account any money so . t.:..:~ ~ .J,)- received, and shall distribute it in accordance with such agree' j :..);.- ment as the parties in interest may reach. If no other spe<:ia1 =5;II.I~OWNER and CONTRACtOR intend that all _ .-....,J agreement is reached the damaged Work shall be repaired or ii'!lii:ies IPJ!rc~,.in accordance with paragraphs 5.6 and 5.7 will ~tect.OW,NER, CONlRACIOR, Subcontr.lCtors, replaced, the moneys so received applied on account thereof I ENGINEER, ENGINEER's Consultants and all other per- and the Work and the cost thereof covered by an appropriate ,- - Change Order or Written Amendment, sons or lliltities identified in the Supplementary Conditions to be listed as insureds or additional insureds in such policies 5.13. OWNER as fiduciary shall have power to adjust and I and will provide primary coverage for all losses and damages settle any loss with the insurers unless one of the parties in caused by the perils covered thereby. All such policies shall interest shall object in writing within fifteen days after the contain provisions to the effect that in the event of payment occurrence ofloss to OWNER's exercise of this power. If such of any loss or damage the insurers will have no rights of objection be made, OWNER as fiduciary shall make settlement . recovery against any of the insureds or additional insureds with the insurers in accordance with such agreement as the thereunder. OWNER and CONTRACtOR waive all rights parties in interest may reach. If no such agreement among the against each other and their respective officers, directors, parties in interest is reached, OWNER as fiduciary shall adjust . employees and agents for all losses and damages caused by. and settle the loss with the insurers and, if required in writing arising out of or resulting from any of the perils covered by by any party in interest, OWNER as fiduciary shall give bond such policies and any other property inswance applicable to for the proper perfonnance of such duties. the Work.; and, in addition. waive all such rights against . Subcontractors, ENGINEER, ENGINEER's Consultants A~ of BOIIds IJIId 1_; Opdon fD Rq/Il<<: and all other penons or entities identified in the Supp!cmen- 5.14. If either party (OWNER or CONTRACl'OR) has any tary Conditions to be listed as iasureds or additional insureds objection to the c:ovet1II'O afforded by or other provisions of the . under such policies for losses and damages so caused. None Bonds or insul1lllC< required to be purchased and maintained of the above waivers shall extend to the rights that any party by the other party in accordance with Article 5 on the basis of making such waiver may have to the proceeds of inswance lIOIKOIIfonnance with the ContrllCl Documents. the objecting held by OWNER as trustee or otherwise payable under any party shall so notify the other party in writing within ten days . policy so issued. after receipt of the certificates (or other evidence requested) required by paragraph 2.7. OWNER and CONTRACl'OR shall 5.11.2. In addition, OWNER waives all rights against each provide to the other such additional infonnation in respect CONTRACl'OR, Subcontractors, ENGINEER, ENGI. of insurance provided as the other may reasonably request. If . NEER's Consultants and the officers, directors, employees either party does not purchase or maintain all of the Bonds and and agents ofany of them, for: insurance required of such party by the ContrllCl Documents, such party shallllOtify the other party in writing of such failure . 5.11.2.1. loss due to business interruption, loss of use to purchase prior to the start of the Work. or of such failure to or other consequential loss extending beyond direct phys- maintain prior to any change in the required cove13&<. Without icalloss or damage to OWNER's property or the Work. prejudice to any other right or remedy, the other party may caused by, arising out of or resulting from fire or other elect to obtain equivalent Bonds or insurance to protect such . peril, whether or not insured by OWNER; and other party's interests at the expense of the party who was 22 . ------- I required 10 provide such coverage. and a Change Onler shall CONTRACTOR will not permit ovenime work or Ihe perfor. II be issued 10 adjustlhe Conlracl Price acconlingly. mance of Work on Salurday. Sunday or any lel'8l holiday wilhout OWNER's written consent given after prior written nOlice to ENGINEER: I. Pru1iD1 Vli';.y~-- Property 11UlUfIIIU: 6.4. Unless otherwise specified in Ihe General Require- 5.15, If OWNER finds it necessary 10 occupy or use a ments. CONTRACJ'OR shall furnish and assume full respon. I. portion or portions ofthe Work prior 10 Substantial Complelion sibility for all materials. equipment. labor. lransportalion. con- of all the Work. such use or occupancy may be accomplished in stnJction equipment and machinery. tools. appliances. fuel. accordance with paragraph 14.10; provided that no such use or power, light. heat, lelephone, waler, sanitary facililies. lempo- occupancy shall commence before the insurers providing the rary facilities and all other facilities and incidentals necessary property insurance have acknowledged notice thereof and in for the furnishing, performance, testing, stan-up and cample. I writing effected any changes in coverage necessitated lhereby. tion of Ihe Work. The insurers providing the property insurance shall consenl by endorsemenl on the policy or policies, but the propeny insur- 6.5, All malerials and equipment shall be of good qualily I ance shall nol be cancelled or permitted to lapse on accounl of and new, excepl as otherwise provided in Ihe Conlracl Docu. any such partiaJ use or occupancy. menls, All warranties and guaranlees specifically called for by the Specifications shall expressly run 10 the benefil of OWNER, If required by ENGINEER. CONTRACJ'OR shall furnish I satisfactory evidence (including reports of required lesls) as 10 ARTICLE 6-CONTRACroR'S RESPONSIBILmES the kind and qualilY of malerials and equipment. All materials and equipment shall be applied. installed, connected, erected, I used, cleaned and conditioned in accordance with instructions of the applicable Supplier, except as otherwise provided in the SupmiIion_S~: Conlnll:1 Documents. _ ~ -:::> 0 . :<n n .~ 6.1. CONTRACroR shall supervise, inspect and direct the "Y~ = --{ ;,; Work competently and efficiently, devoting such attention Prvgrus ScMtbl/l: 0- - = 0\ !~ thereto and applying such skills and expenise as may be -~c. u . necessary to perform the Work in accordance with the Con- 6.6. CONTRACTOR shall adhere to the p~.. sclicdU1e , , --.- ., ~ tract Documents. CONTRACTOR shall be solely responsible established in accordance with ~"2.9 as-it mayobe for the means, methods, techniques, sequences and procedures lKljustcd from time to time as provided ~~ '?? <~ of construction, but CONTRACrOR shall not be responsible P- O I for the negligence of others in the design or specilicalion of a 6.6.1. CONTRACrOR shall submit to ENGiNEER for specific means, method, technique, sequence or procedure of acceptance (to the extent indicated in JlIU'll8I'8Ph 2.9) pro- consuuction which is shown or indicatcd in and expressly posed adjustments in the progress schedule lhat will not required by the Conlnll:t Documents. CONTRACrOR shall be change the Conlnll:t Times (or Milestones). Such adjust. . responsible to see that the completed Work complies acc:u- ments will conform generally to the progress schedule then rately with the Contract Documents. in effect and additionally will comply with any provisions of the GencraJ Requirements applicable thereto. . 6.2. CONTRACIOR shall keep on the Work at all times during its progress a competent resident superintendent, who 6.6.2. Proposed adjustments in the progress schedule shall not be replaced without written notice to OWNER and that will change the Conlnll:t Tunes (or Milestones) shall be ENGINEER except under extnoordinary circ:wnsIances. The submitted in accordance with the requirements of paragraph . superintendent will be CONTRACIOR's Ic;prc.e.llative at the 12.1. Such adjustments may only be made by a Change site and shall have authority to act on bchaIf of CONTRAC- 0nIcr or Writlcn Amendment in accordance with Article 12. lOR. All communications to the superinlCndcnt shall be as . binding as if Biven to CONTRACIOR. 6.7. Sill . -- ad ''Or-E.qwt/'''_: La6or, MIII1lriIIls ad Eqlll".- .,. 6.7.1. Whenever an item of matcriaI or equipment is . 6.3. CONTRACrOR shall providccompctent, suitablyqua1- specified or described in the Conlnll:t Documents by Usillll the name of a proprietary item or the name of a particular iIicd personnel to survey, lay 0111 and construct the Work as Supplier, the spcciIication or description is intended to required by the Conlnll:t Documents. CONTRACIOR shall at cstabIish the type, function and quality required. Unless the I a111imcs maintain &ood discipline and order at the site. Except spccitication or description contains or is followed by words as otherwise required for the safety or protcdion of persons or reading that 110 like, equivalent or "or-equal" item or IIlI the Work or property at the site or acljacent thereto, and except substitution is pcnnittcd, other items of material or equip- I as otherwise indicated in the Conlnll:t Documents, all Work at ment or material or equipment of other Suppliers may be the site shall be performed during regu\ar woJting hours and accepted by ENGINEER undcrthe following circumstances: 23 I I 6.7,1.1. "Or.Equal": If in ENGINEER's sole discre- construction is shown or indicated in and expressly required by lion an ilem of malerial or equipment proposed by CON. the ContraCl Documents. CONTRACTOR may furnish or I TRACfOR is functionally equal to lhat named and sufli. utilize a substitute means. method. technique. sequence or ciently similar so that no Change in related Work will be procedure of conslrUction acceptable to ENGINEER. CON. required. it may be considered by ENGINEER as an 'TRACfOR shall submit sufficient infonnation 10 allow ENGI- . "or~ual" item, in which case review and approval of the NEER, in ENGINEER's sole discretion, 10 determine that Ihe proposed ilem may, in ENGINEER's sole discretion, be substitute proposed is eqUivalent to lhat expressly called for by accomplished without compliance with some or all of tbe the ContlllCt Documents, The procedure for review by ENGI. requirements for acceptance of proposed substitute items, NEER will be similar to that provided in subpanlgraph 6.7.1.2, . 6.7.1.2. Substitute Items: If in ENGINEER's sole 6.7.3. Engineds Evaluation: ENGINEER will be allowed discretion an item of material or equipment proposed by a reasonable time within which to evaluate each proposal or . CONTRACfOR does nol qualify as an "or~ual" item submittal made pursuant to paragraphs 6,7.1.2 and 6.7.2, under subpanlgraph 6.7.1.1, it will be considered a pro- ENGINEER will be the sole judge of acceptability, No "or' posed substitute item, CONTRACfOR shall submit sufIi. equal" or substitute will be ordered, installed or utilized cient infonnation as provided below to allow ENGINEER without ENGlNEER's prior written acceptance which will be I to determine that the item of material or equipment evidenced by either a Change Order or an approved Shop proposed is essentially equivalent to that named anti an Dtawing. OWNER may require CONTRACTOR to furnish at acceptable substitute therefor. The procedure for review CONTRACTOR's expense a special performance guanmtee or I by the ENGINEER will include the following as supple. other surety with respect to any "or~ual" or substitute, mented in the General Requirements and as ENGINEER ENGINEER wnI record time required by ENGINEER and may decide is appropriate under the circumstances, Re- ENGINEER's Consultants in evaluating substitutes proposed quests for review of proposed substitute items of material or submitted by CONTRACTOR pursuant to paragraphs 6.7.1.2 I or equipment will not be accepted by ENGINEER from and 6.7.2 and in making changes in the ConllllCt Documents (or anyone other than CONTRACTOR. If CONTRACfOR in the provisions of any other direct conllllCt with OWNER for wisbes to furnish or use a substiwte item of material or work on the Project) occasioned tbereby, Whether or DOt equipment, CONTRACfOR shall first make written app/i- ENGINEER accepts a substiWte item so proposed or submit. II cation to ENGINEER for acceptance thereof. certifying led by CONTRACTOR. CONTRACfOR shall reimburse that the proposed substitute will perform adequately the OWNER for the charges of ENGINEER and ENGINEER's functions and achieve the results called for by the JeDenll Consultants for evaluating each such proposed substitute item, II design, be similar in substance to that specified and be suited to the same use as that specified. The application wiJl,stale the extent, if any, to which the evaluation and CGtl<<l'Jlblg s--......,... SuppIiIrs IIlUl 0tIrns: acceptance of the proposed substiwte will prejudice CON. I TRACfOR's achievement of Substantial Completion on 6.8.1. CONTRACfOR shall not employ any Subcon- time, whether or DOt acceptance of the substitute for use in lIlIClOT, Supplier or other person or ozpnization (including the Wotl< wlll require a change in any of the Contract those acceptable to OWNER and ENGINEER as indicated Documents (or in the provisions of any other direct in paragraph 6.8.2). whether initially or as a substiMe, I c:onllllCt with OWNER for wotl< on the Project) to adapt spinst whom OWNER or ENGINEER may have reason- the design to the proposed substiMe and whether or not able objection. CONTRACIOR shall not be required to incorporation or use of the substiWte in c:onnection with employ any SubconllllCtor. Supplier or other person or I the Wotl< is subject to payment of any license fee or mpnization to furnish or perl'onn any of the Work apinst royalty. All variations of the proposed substitute from that whom CONTRACIOR has reasonable objection. specified will be identified in the application and available, main/ellance. repair and replacement service will be inti;. 6.8.2. If the SupplementaJy Conditions require the ideo. I catcd. The application will also contain an itemized esti- lily of cenain Subcontractors, Suppliers or other persons or mate of all costs or credits that will result directly or tJIllllnization (including those who are to furnish the prinei- indirectly from acceptance of such substilUb:, including pal items of materials or equipment) to be submitted to costs of redesign and claims of other c:ontractors affected OWNER in advance of the specified date prior to the I by the resulting change, all of which will be considered by Effective Dale of the Agreement for aa:eptanCC by OWNER ENGINEER in evaluating the proposed substitute. EN- and ENGINEER, and if CONTRAClOR has submitted a GINEER may require CONTRAClOR to furnish add;' list thereof in IICCOTlIance with the SupplementaJy Condi- I tionaI data about the proposed substitute. lions, OWNER's or ENGINEER's acceptance (either in writing or by failing to maIce written objection thereto by the 6.7.1.3. CONTRAC'IOR', EspeM~: All data to be date indicated for acceptance or objection in the bidding provided ~CO~R in suppon of any proposed documents or the ConllllCl Documents) of any such Subcon- . "or~ual' .or substilDte item will be at CONTRAClOR's lIlIClOT, Supplier or other person or ozpnization so identified expense. = ;;:: Cl may be revoked on the basis of reasonable objection after ~._~. _ 1. I ....1.- ........ .. due inv-;,p~. in which case CONTRACfOR shall sub- lie ca: ..Jr 6. 7 .2~Sllbstitute COiulTUction M~thod.s or Proc~dIlrr': If a mit an acceptable substiwte, the ConllllCt Price will be I specific'mCans~ethod.(iechnique, sequence or procedure of llIljusted by the difference in the cost occasioned by such ~~ --~ ,. I- .--..... L.:.: '-' ,-- '. .-J:>O- 24 I Cl 0 r- CTI I of the Work or the incorporation in the Work of any invention. substitution and an appropriate Change Order will be issued I or Wriuen Amendment signed, No acceptance by OWNER design, process. product or device which is the subject of or ENGINEER of any such Subcontractor. Supplier or other patent rights or copyrights held by others. If a panicular person or organization shall constitute a waiver of any right invention. design. process. product or device is specified in the of OWNER or ENGINEER to reject d.j.criv. Work. Contract Documents for use in the perfonnance of the Work I and if to the actual knowledge of OWNER or ENGINEER its 6.9.1. CONTRACTOR shall be fully responsible to Use is subject to patent rights or copyrights calling for the OWNER and ENGINEER for all acts and omissions of the payment of any license fee or royalty to others. the existence of Subcontractors. Suppliers and other persons and organiza- such rights shall be disclosed by OWNER in the Contract I tions perfonning or furnishing any of the Work under a direct Documents. To the fullest extent permitted by Laws and or indirect contract with CONTRACTOR just as CON- Regulations. CONTRACTOR shall indemnify and hold harm- TRACTOR is responsible for CONTRACTOR's own acts less OWNER. ENGINEER. ENGlNEER's Consultants and I and omissions. Nothing in the Contract Documents shall the officers. directors. employees, agents and other consultants create for the benefit of any such Subcontractor, Supplier or of each and any of them from and against all claims. costs, other person or organization any contractual relationship losses and damages arising out of or resulting from any between OWNER or ENGINEER and any such Subcon- infringement of patent rights or copyrights incident to the use in I tractor. Supplier or other person or organization, nor shall it the perfonnance of the Work or resulting from the incorpora- create 'any obligation on the pan of OWNER or ENGI- tion in the Work of any invention, design, process. product or NEER to payor to see to the payment of any moneys due device not specified in the Contract Documents, any such Subcontractor. Supplier or other person or organi- I zation except as may otherwise be required by Laws and Regulations, 1Wmia: 6.9.2. CONTRACIOR shall be solely responsible for 6.13. Unless otherwise provided in the Supplementary I scheduling and coordinating the Work of Subcontractors. Conditions, CONTRACIOR shall obtain and pay for all con- Suppliers and other persons and organizations perfonning or stnJction permits and licenses. OWNER shall assist CON- furnishing any of the Work under a direct or indirect contract TRACIOR. when necessary, in obtaining such permits and I with CONTRACIOR. CONTRACIOR shall require all Sub- licenses. CONTRACIOR shall pay all governmental charges contractors, Suppliers and such other persons and organiza- and inspection fees necessary for the prosecution of the Work, tions performing or furnishing any of the Work to communi- which are applicable at the time of opening of Bids, or, if there cate with the ENGINEER through CONTRACIOR. are no Bids, on the Effective Date of the Agreement. CON- I 6.10. The divisions and sections of the Specifications and TRACTOR shall pay all charges of utilitLowners.for connec- tions to the Work, and OWNER shall pA'y, all c~ of such the identifications of any Drawings shall not control CON- utility owners for capital costs related 1~to SlIt!h ascplant TRACIOR in dividing the Work among Subcontractors or . .J,..::'_ --4 liU I Suppliers or delineating the Work to be performed by any mvestment fees. --.' ==- 1.,,-- _ 0'1 ,= specific trade. -;(""". , :,-.:;" '-"""", Ltnn twI R<gu/tItitnu: ",. '" ,I 6.11. All Work penormed for CONTRACIOR by a Sub- _f": -,... . " a.::G - ''=""1 . contractor or Supplier will be pursuant to an appropriate 6.14.1. CONTRACIOR shall givCjJrooti.g> and'corhply agreement between CONTRACIOR and the Subcontractor or with all Laws and Regulations appltcable to ~iShing and Supplier which specifically binds the Subcontractor or Supplier perfonnance of the Work. Except where otherWise expressly I to the applicable terms and conditions of the Contract Docu- required by applicable Laws and RPJlI...r~, neither OWNER ments for the benefit of OWNER and ENGINEER. Wltcnever nor ENGINEER shall be responsible for monitoring CON- any such agreement is with a Subcontractor or Supplier who is TRACIOR's compliance with any Laws or Regulations, listed as an additional insured on the propeny illSlll1lttCe I provided in parllIfaph S.6 or S.7, the ll&o eement between the 6.14.2. If CONTRACIOR performs any Work knowing CONTRACJOR and the Subcontractor or Supplier will COlI- or having reason to know that it is contrary to Laws or tain provisions whereby the Subcontractor or Supplier waives Regulations, CONTRACIOR shall bear all claims, costs, I all rights against OWNER, CONTRACIOR, ENGINEER, losses and damages caused by, arising out of or resulting ENGINEER's Consultants and all other additional insureds for therefrom; however, it shall not be CONTRACIOR's pri- all losses and damages caused by, arising out of or resulting mary responsibility to make certain that the Specifications from any of the perils covered by such policies and any other and DnlwinSS are in accordance with Laws and Regulations, I property illSllJ1lllCe applicable to the Work. If the insurers on but this sItaIl not relieve CONTRACIOR of CONTRAC- any such policies require sepanue waiver forms to be signed by lOR's obligations under JllUlIII1IP& 3.3.2. any Subcontractor or Supplier, CONTRACIOR will obtain the same. I T.....: itJtftrI Fen twI RoyrdIin: 6.15. CONTRACIOR shall pay all sales, consumer, use I 6.12. CONTRACIOR shall pay all license fees and royal- and other similar taxes required to be paid by CONTRACIOR ties and assume all costs incident to the use in the perfonnance in accordance with the Laws and Regulations of the place of 25 I I the Projecl which are applicable during the performance of the the Work. these record documents. Samples and Shop Draw- Work, ings will be delivered to ENGINEER for OWNER, I U.. of Ptrmisu: ' Stiftty IIIrIl PI'rJ/eCDDn: 6.16. CONTRACIOR shall coniine construction equip- 6.20. CONTRACIOR shall be responsible for initialing. I ment, the SlOrage of materials and equipment and the opera- maintaining and supervising all safety precautions and pro- tions of workers 10 the site and land and areas identified in and grams in connection with the Work. CONTRACIOR shall take I pennitted by the ConllaCl Documents and other land and areas all necessary precautions for the safely of, and shall provide pennitted by Laws and Regulations. rights-of-way, pennits and the necessary protec:tion to prevent damage. illiury or loss to: easements. and shall not unreasonably encumber the premises with c:onSlJUction equipment or other materials or equipment. 6.20.1. all persons on the Work site or who may be I CONTRACIOR shall assume full responsibility for any dam- affected by the Work; age 10 any such land or area, or 10 lhe owner or occupant thereof or of any adjacent land or areas, resulting from the 6.20.2. all the Work and materials and equipment 10 be performance of the Work. Should any claim be made by any incorporated therein. whether in storage on or off the site; I such owner or occupant because of the performance of the and Work, CONTRACIOR shall promptly settle with such other pany by negotiation or otherwise resolve the claim by arbitra- 6.20.3. other propeny at the site or adjacent thereto, I tion or other dispute resolution proceeding or at law. CON- including trees, shrubs. lawns, walks, pavements, roadways, TRACtOR shall, 10 the fullest extent pennitted by Laws and SlJUcmres, utilities and Underground Facilities not desig- RcguIations, indemnify and hold hannless OWNER, ENGI. natcd for removal, relocation or replacement in the course of NEER, ENGINEER's Consultant and anyone dircctly or conslJUction. I indirectly employed by any of them from and &pinst all claims, costs, losses and dama&es arisiJlg oul of or resulting from any CONTRACTOR shall comply with all applicablc Laws and claim or action, legal or equitable, brought by any such owner Regulations of any public body having jurisdiction for safety of . or OCClIpIIIIt &pinst OWNER, ENGINEER or any other pany persons or propeny or to protect them from damage, il\iury or indemnified hereunder to the extcrit caused by or based upon loss; and shall erect and maintain all necessary safeguards for CONTRACIOR's performance of the Wort. such safety and protection. CONTRACIOR shall notify own- ers of adjacent property and of Underground Facilities and . 6.17. During the progress of the Wort, CONTRACTOR ulllity owners when prosecution of the Work may affect them. shall keep the premises free from llCCU\IIulations of waste and shall cooperate with them in the prolection, removal. matcriaJs, robbish and other debris resulting from the Work. At relocation and rcplaccmcnt of their propeny. All damage, the completion of the Work CONTRACTOR shall remove all il\iury or loss to any propcny refencd to in paragraph 6.20.2 or I waste materials. robbish and debris from and ahoot the pre- 6.20.3 caused, dircctly or indirectly, in whole or in pan, by miscs as wcIJ as all tools. appliances, construction equipment CONTRACTOR, any SubconlJ3Ctor. Supplier or any other and machinery and surplus materials. CONTRACTOR shall person or mpnization directly or indirectly employed by any I leave the site clean and ready for occupancy by OWNER at of them 10 perform or furnish any of the Work or anyone for Substantial Completion of the Work. CONTRACTOR shall whose IICtS any of them may be liable, shall be remedied by reslln to original condition all property nol dcsignaIcd for CONTRACTOR (except damage or loss allributable to the alteration by the Contnu:l Documents. fault of Drawings or Specifications or 10 the Kts or omissions I of OWNER or ENGINEER or ENGINEER's Consultant or 6.18. CONTRACIOR shall not load nor pennit any pan of, anyone employed by any of them or anyone for whose acts any any SIlUcturc to be Ioadcd in any manner that will endanger the of them may be liable. and not alIributable, directly or indi- I 81n1CtUrC. nor <!!!all CONTRACIOR suqjcct any pan of the rectly. in whoIc or in pan. to the fault or negligence of Wort or a<ljalleiIt properly to stresses or pressures that will CONTRACTOR or any Subcontractor. Supplier or other per- endanIer it. CO ::: ~ son or organization directJy or indircct/y employed by any of ..._~.' e:::O them). CONTRACroR's duties and responsibilitics for safely '. ' ::;:: " . I' <( -::~ and for protection of,the Work shall continue until such time as __.l. --.I.!l!'hl rcJ'. , ~i.- all the Work is completed and ENGINEER has issued a notice .....-'-'J -L.) to OWNER and CONTRACroR in accon:Iancc with pant- 6.19. 'CO~Ji. shall maintain in a safe place at the graph 14.13 that the Work is aa:cptable (except as otherwise I site ";;~OtiiJ Drawings, Specifications. Addenda. exprcssly provided in c:onnection with Substantial CompIc- Written Amciiitmcnts,~ Orders, Work Change Direc- tion). tives. Field oniers and written intelJltClalioas and cIarifica. . tions (issued pursuant to JlIII1IlII1IPh 9.4) in good order and annotated to show all c:hanaes made during construction. SJf/dJ R..,._~~_: These rcconI documents together with all approved Samples and a COU1\ICtpaI1 of all approved Shop Drawings will be 6.21. CONTRACTOR shall designate a qualified and expe- I available to ENGINEER for reference. Upon completion of rienccd safety .~.. _Rtative at the site whose duties and 26 II _--.J I responsibilities shall be the prevention of accidents and the 6,25.1.1. all field measurements,-'IlIantitiCQ dimen- I maintaining and supervising of safety precautions and pro- sions. specified performance criteria..mstallatien:require. grams. ments. materials. catalog numbers and:SifiliJar i~rmation ",ilh respectther'eto, :::' -"..... . J I....r-" _ ~ .:::; r-' 0"\ ;-'-= I HIlQItd CollUlUl1liaJtiDn Programs: 6.25.1.2. all materials with resl'Cci::to intendedl use, fabrication, shipping, handling, sto~,,-, a~mblyT.lhd 6.22. CONTRACIOR shall be responsible forcoordiilating installation penaining to the perfO~~:Of t~ Wo,!:;~nd any exchange of material safety data s!\eelS or other hazard -,... I communication information required to be made available to or 6.25.1.2. all information relativ.;";'o CO~ACTOR's exchanged between or among employers at the site in accor- sole responsibilities in respect of means, methods, tech- dance with Laws or Regulations. niques. sequences and procedures of conSlnlction and I safety precautions and programs incident thereto. E~: CONTRACTOR shall also have reviewed and coordinated I 6.23. In emergencies affecting the safety or protection of each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the persons or the Work or propeny at the site or adjacent Contract Documents. thereto. CONTRACTOR. without special inslnlction or au- I thorizatjon from OWNER or ENGINEER. is obligated to 6.25.2. Each submittal will bear a stamp or specific act to prevent threatened dll/lla8C. injury or loss. CON- written indication that CONTRACTOR has satisfied CON- TRACTOR shall give ENGINEER prompt written notice if TRACTOR's obligations under the Contact Documents with CONTRACTOR believes that any significant changes in the respect to CONTRACTOR'S review and approval of thai I Work or variations from the Contract Documents have been submittal. c:aused thereby. If ENGINEER detennines that a change in the Conlnlct Documents is required because of the action taken by CONTRACTOR in response to such an emergency, 6.25.3. At the time of each submission. CONTRACTOR shall give ENGINEER specific written notice of such van- I a Work Change Directive or Change Order will be issued to ations, if any, that the Shop Drawing or Sample submitted document the consequences of such action. may have from the requirements of the Contract Documents. such notice to be in a written communicalion sepanlte from . 6.24. SIIDp 1JrawiIfrs _ SIImpIa: the submittal; and, in addition, shall cause a specific notation to be made on each Shop Drawing and Sample submitted to 6.24.1. CONTRACTOR shall submit Shop Onlwings to ENGINEER for review and approval of each such variation. I ENGINEER for review and approval in accordance with the 6.26. ENGINEER will review and approve Shop Onlwings accepted schedule of Shop Drawings and Sample submittals (see JI8I'&SIlIph 2.9). All submittals will be identified as and Samples in accordance with the schedule of Shop Draw- ENGINEER may require and in the number of copies ings and Sample submittals accepted by ENGINEER as re- I specified in the General Requirements. The data shown on quired by panIgI'llph 2.9. ENGINEER's review and approval the Shop Drawings will be complete with respect to quanti- will be only to detennine if the items covered by the submittals lies, dimensions. specified perfOl1llllllCC and design criteria, will. after installation or incorporation in the Work, conform to materials and similar data to show ENGINEER the materi- the information given in the Contract Documents and be . als and equipment CONTRACTOR proposes to provide and compatible with the design concept of the completed Project as to enable ENGINEER to review the information for the a functioning whole as indicated by tbe Contract Documents. , limited JllUPOSCS required by JI8I'&SIlIph 6.26. ENGlNEER's review and approval will not extend to means. I methods, techniques, sequences or procedures of construction 6.24.2. CON'mAClOR shall also submit Samples to (except where a panicutar means, method. technique, se- ENGINEER for review and approval in lICCOrdanc:e with quence or procedure of construction is specifically and ex- said ."CCpted scbeduJe of Shop Onlwings and Sample suI>- pressly called for by the ContnlCt Documents) or to safety I miltaIs. Each Sample will be identified clearly as to material, precautions or programs incident thereto. The review and Supplier, perli..e"t data such as c:ataIog numbers and the use approval of a separate item as such will not indicate approval of for which intended and otherwise as ENGINEER may the assembly in which the item functions. CONTRACTOR RqUire to enable ENGINEER to review the submittal for shall make cornottions required by ENGINEER, and shall . the limited purposes required by JI8I'&SIlIph 6.26. The num- relIIm the required number of colTCCled copies of Shop Onlw. bers of each Sample to be submitted wJ1l be as specified in inIs and submit as required new Samples for review and the SpecificaIions. approval. CONTRACTOR shall direct specific attention in . writing to revisions other than the corrections called for by ENGINEER on previous submittals. 6.25. In I . 'Prr rr_: 6.T1. ENGlNEER's review and approval of Shop Onlw- . 6.25.1. Before submitting each Shop Onlwinl or Sam- inIs or Samples shall not relieve CONTRACTOR from respon- pie, CONTRACTOR shall have detennined and verified: sibility for any variation from the requirements of the Contract I TI . Documents unless CONTRACJUR has in writing called EN. 6,30.2.5, any acceptance by OWNER or any failure 10 GINEER's attention to each such variation at the time of do so; . ,ubmission as required by paragraph 6.25,3 and ENGINEER any review and approval of a Shop Drawing ha~ given written approval of each such variation by specific 6.30.2.6, written notation thereof incorporated in or accompanying the qr Sample submittal or the issuance of a notice of accept- Shop Drawing or Sample approval; nor will any approval by ability by ENGINEER pursuant to paragraph 14.13; I ENGINEER relieve CONTRACfOR from responsibility for 6.30.2.7. any inspection. test or approval by others; or complying with the requirements of paragraph 6.25.1, 6.28. Where a Shop Drawing or Sample is required by the 6,30.2.8. any correction of defective Work by OWNER. . Contract Documents or the schedule of Shop Drawings and Sample submissions accepted by ENGINEER as required by l~: paragraph 2,9. any related Work perfonned prior to ENGI. . N EER' s review and approval of the peninent submittal will be 6.31. To the fullest extent permitted by Laws and Regula- at the sole expense and responsibility of CONTRACTOR. lions. CONTRACTOR shall indemnify and hold hannless OWNER. ENGINEER. ENGINEER's Consultants and the . officers. directors. employees. agents and other consultants of ColIJiIwUIg tire Wtri: each and any of them from and against all claims. costs. losses and damages (including but not limited to all fees and charges 6,29. CONTRACtOR shall carry on the Work and adhere of engineers. architects. attorneys and other professionals and I to the progress schedule during all disputes or disagreements all coon or arbitration or other dispute resolution costs) caused with OWNER. No Work shall be delayed or postponed pend. by. arising OIIt of or resulting from the perfonnance of the ing resolution of any disputes or disagreements. except as Work. provided that any such claim. cost. loss or damage; (i) is . permitted by paragraph 15.5 or as OWNER and CONTRAC- attributable to bodily iqjury. sickness. disease or death. or to TOR may otherwise asree in writing. iqjury to or destnJction of tangible propeny (other than the Work itself), including the loss of use resulting therefrom. and (ii) is caused in whole or in pan by any negligent act or . 6.30. CONTRACTOR', Go""taI WIImIlJIy ad G_: omission of CONTRACTOR, any Subcontractor, any Supplier. any person or orpnization directly or indirectly employed by 6.30.1. CONTRAClOR warrants and guarantees to any of them to perform or furnish any of the Work or anyone OWNER, ENGINEER and ENGINEER's Consultants that for whose acts any of them may be liable, regardless of whether . all Work will be in accordance with the Contract Documents or not caused in pan by any negligence or omission of a person and will not be defective. CONTRAClOR's warranty and or entity indemnified hereunder or whether liability is imposed guarantee hereunder excludes defects or damage caused by: upon such indemnified pany by Laws and Regulations regard- . less of the negligence of any such person or entity. 6,30.1.1. abuse, modification or improper maintenance or operation by persons other than CONTRACTOR. Sub- 6.32. In any and all claims against OWNER or ENGI- contractors or Suppliers; or NEER or any of their respective consultants. agents. officers, . directon or employees by any employee (or the survivor or 6.30.1.2. normal wear and tear under normal usage. personal representative of such empJoyee) of CONTRAClOR, any Subcontractor. any Supplier, any person or organization 6.30.2. CONTRAClOR's obligation to perform and com- directly or indirectly employed by any of them to perform or I piete the Work in accordance with the Contract Documents furnish any of the Work, or anyone for whose acts any of them shall be absolute. None of the following will constitute an may be liable, the indemnification obligation under paragraph 6.31 shall not be limited in any way by any limitation on the accepIance of Work that is not in accordance with the amount or type of damages, COIItpenSalion or benefits payable I Contract Documents or a release of CONTRACTOR's obIi- by or for CONTRACtOR or any such Subcontractor, Supplier gation to perform the Work in accordance with the Contract or other person or orpnization under workers' compensation Documents; acts, disability benefit acts or other employee benefit acts. I 6.30.2.1. observations by ENGINEER; 6.33. The indemnification obligations of CONTRACroR 6.30.2.3. recommendation of any progress or final under paragraph 6.31 shall not extend to the liability of ENGI- NEER and ENGINEER's Consultants, officers, directors, I payment by ENGINEER; employees or agents caused by the professional negligence, 6.30.2.3. the issuance of, cenilicate of Substantial errors or omissions of any of them. Completion or any~~t~r OWNER to CONTRAC- I lOR under/the CorIti1Ict ~nts; SIIniwJl of Obli&ISIiOlU: ~.. ~ :::c ~.:.J .. ..~. .0: r')- All representations, indemnifications, wananties and 6.30.2.4. ~use or occu~cy of the Work or any pan 6.34. . thereof by OWNER;:> _u guarantees made in, required by or given in accordance with ~ - ~ :=< L~ l- e-> ,..)~ 28 CJ <:) I r- en 0, . the Contract Documents. as well as all continuing obligations Coorrlinlltion: I indicated in the Contract. Documents. will survive final pay- If OWNER contracts with others for the performance ment. completion and acceptance of the Work and lermination 7,4, or completion of the Agreement, of other work on the Project at the site. the following will be set fORh in Supplementary Conditions: I 7.4.1. the person. firm or corporation who will have authority and responsibilily for coordination of the activilies ARTICLE 7-OTHER WORK among the various prime contractors will be identified; . 7.4.2. the specific matters to be covered by such author- ity and responsibility will be itemized: and I RoIt1u4 Wort III Site: 7.4.3. the extent of such authority and responsibilities 7.1. OWNER may perform other work related to the will be provided. Project at the site by OWNER"s own forces, or let other Unless otherwise provided in the 5JIppleme~ Condi- . direct contracts therefor which shall contain General Condi- tions. OWNER shall have sole authorit~!"i. respqnsibjJj!)' in lions similar to these. or have other work performed by respect of such coordination, ;p, =~...... b U utility owners. If the fact that such other work is to be G-, - = performed was not noted in the Contract Documenls, then: en r==- I ~(": , (i) wrillen notice thereof will be given to CONTRACIOR _<r-- ,.~ ARTICLE 8-OWNER'S RESPONSIBIIiITI~ J"'. prior to starting any such other work, and (ii) CONTRAC- '- o::V .~ lOR may make a claim therefor as provided in Articles I I ,- - co ~ -!J . and 12 if CONTRACIOR believes that such performance 8.1. Except as otherwise provided i~these aieral Condi- will involve additional expense to CONTRACroR or re- quires additional time and the panies are unable to agree as tions, OWNER shall issue all communications to CONTRAC- to the amount or extent thereof. lOR through ENGINEER. I 8.2. In case of termination of the employment of ENGI- 7.2. CONTRACJ'OR shall afford each other contractor NEER, OWNER shall appoint an engineer against whom who is a pany to such a direct conlract and each utility CONTRACIOR makes no reasonable objection, whose status I owner (and OWNER, if OWNER is performing the addi- under the Contract Documents shall be that of the former tional work with OWNER's employees) proper and safe ENGINEER. access to the site and a reasonable opportunity for the introduction and storage of materials and equipment and the 8.3. OWNER shall furnish the data required of OWNER . execution of such other work and shall properly connect and under the Contract Documents promptly and shall make pay- coordinate the Work with theirs. Unless otherwise provided ments to CONTRACIOR promptly when they are due as in the Contract Documents, CONTRACroR shall do all provided in p3nIgI1Iphs 14.4 and 14.13. I cutting, fitting and patching of the Work that may be required 8.4. OWNER's duties in respect of providing lands and to make its several pans come together properly and inte- grale with such other work. CONTRACTOR shall not en- casements and providing engineering surveys to establish ref- danger any work of others by cutting, excavating or other- erence points are set forth in JllUllII'lIPhs4.I and 4.4. PanIgnIph . wise altering their work and will only cut or alter their work 4.2 refers to OWNER's identifying and making available to with the wrillen consent of ENGINEER and the others CONTRACIOR copies of reports of explorations and tests of whose work will be affected. The duties and responsibilities subsurface condilions at the site and drawings of physical . ofCONTRACroR under this paragraph are for the benefit of conditions in existing structures at or contiguous to the site that such utility owners and other contractors to the extent that have been utilized by ENGINEER in preparing the Contract there are comparable provisions for the benefit of CON- Documents. TRACTOR in said direct contracts between OWNER and 8.5. OWNER's responsibilities in respect of purchasing I such utility owners and other contractors. and maintaining liability and property insurance are set forth in 7.3. If the proper execution or results of any pan of paragraphs 5.5 through 5.10. I CONTRAC'JOR's Work depends upon work performed by 8.6. OWNER is obIipled to execute Change Orders as others under this Article 7, CONTRACroR shall inspect such indicated in JllUllII'lIPh 10.4. other work and promptly report to ENGINEER in writing any delays, defects or deficiencies in such other work that render it 8.7. OWNER's responsibility in respect of certain inspec- I unavailabIe or unsuitable for the proper execution and results lions, tests and approvals is set forth in p3nIgI1Iph 13.4. of CONTRACIOR's Work. CONTRACIOR's failure so to report Will constitute an acceplance of such other work as fit 8.8. In connection with OWNER's rishtto slop Work or and proper for integration with CONTRACroR's Work except suspend Work, see JllUllII'lIPhs 13.10 and 15. I. Paragraph 15.2 I for latent or nonapparent defects and deficiencies in such other deals with OWNER's right to tenninate services of CON- work. TRACTOR under certain circumstances. I 29 I 8,9. The OWNER shall not supervise, direct or have observations of CONTRACIUR's Work ENGINEER will not control or authority over, nor be responsible for. CONTRAC. supervise. direct. control or have authority over or be respen- I TOR's means, methods, techniques, sequences or procedures sible for CONTRACIOR's means, methods, techniques, se- of construction or the safety precautions and programs incident quences or procedures of construction. or the safety prec:au- thereto, or for any failure of CONTRACIOR to comply with 'tions and programs incident thereto, or for any failure of I Laws and Regulations applicable to the furnishing or perf or- CONTRACIOR to comply with Laws and Regulations appli- mance of the Work. OWNER will not be responsible for cable to the furnishing or performance of the Work, CONTRACIOR's failure to perfonn or furnish the Work in accordance with the Contract Documents, Projea R.,m.IIIIIIir<: I 8.10. OWNER'S responsibility in respect of undisclosed 9.3. If OWNER and ENGINEER agree, ENGINEER will Asbestos, PCBs, A:troleum, Hazardous Waste or Radioactive furnish a Resident Project Representative to assist ENGI- I' Materials uncovered or revealed at the site is set forth in NEER in providing more continuous observation of the Work. paragraph 4.5, The responsibilities and authority and limitations thereon of If and to the extent OWNER has agreed to furnish any such Resident Project Representative and assistants will be I 8.11. as provided in paragraph 9.13 and in the Supplementary CONTRACIOR reasonable evidence that financial amonge- Conditions. If OWNER designates another representative or ments have been made to satisfy OWNER's obligations under agent to represent OWNER at the site who is not ENGI- the Contract Documents, OWNER's responsibility in respect NEER's Consultant. agent or employee, the responsibilities I thereof will be as set forth in the Supplementary Conditions. and authority and limitations thereon of such other person will be as provided in the Supplementary Conditions. ARTICLE 9-ENGlNEER'S STATUS DURING CIarfiadiDIu I11III1..1" .....-as: I CONSTRUCTION 9.4. ENGINEER will issue with reasonable promptness such written clarifications or interpretations of the require- I OWNER', Rqrne_: ments of the Conlnu:t Documents (in the form of Drawings or otherwise) as ENGINEER may determine necessary, which 9.1. ENGINEER will be OWNER's representative during shall be consistent with the intent of and reasonably inferable I from Conlnu:t Documents. Such wrinen clarifications and the construction period. The duties and responsibilities and the interpretations will be binding on OWNER and CONTRAC- limitations of authority of ENGINEER as OWNER's repre- TOR. If OWNER or CONTRACIOR believes that a written sentative during Construction are set forth in the Conlnu:t clarification or interpretation justifies an adjustment in the I Documents and shall nol be extended without written consent Contract Price or the Conlnu:t Times and the parties are unable of OWNER and ENGINEER, to agree to the amount or exlent thereof, if any, OWNER or CONTRACIOR may IIUIke a written claim therefor as pro- I vided in Anicle II or Anicle 12. ViIIlr to Site: 9.2. ENGINEER wm make visits to the site at intervals AI1IIIDriad VariGtionr in Wort: I "'I''''>'' o..te to the various slBgeS of constntcticm as ENGI- NEER deems necessary in order to observe as an experienced 9.5. ENGINEER may authorize minor variations in the and qualified desisn professional the progress that has been Work from the requirements of the Contract Documents which made and the quality of the various aspects of CONTRAC- do not involve an adjustment in the Contract Price or the I TOR's executed Work. Based on information obtained during Contrac\ Tunes and are c:ompatible with the desisn concept of such visits and observations, ENGINEER will endeavor for the completed Project as a functioning whole as indii:ated by the benefit of OWNER to determine, in general, if the Work is the Contract Documents, These may be aa:ompIished by a I prix:eeding in accordance with the Contrac\ Documents. EN- Faeld Order and will be binding on OWNER and also on GlNEER will not be required to make exhaustive or continu- CONTRACIOR whoshall perform the Work involved promptly. GUS on-sile inspections to check the quality or quantity of the If OWNER or O>NTRACIOR believes that a Field Order Work. ENGINEER's e1fons will be directed toWard providing justifies an lUijustment in the Contract Price or the Contrac\ . for OWNER a greater degree of confidence that the completed Tunes and the ponies are unable to agree as to the amount or Work will conform aencraJly to the Contract Documents. On extent thereof, OWNER or CONTRACTOR may make a the basis of such visits and on-site observations, ENGINEER written claim therefor as provided in Anicle II or 12. wm keep OWNER informed of the prosress of the Work and I will endeavor to IlUlIft!'OWNER against dof<<ti", Work. EN- GINEER's visits Bnci'dn-sile 0i>'ieMw0ns are subject to all the RdodinIlH/ftIiw wort: limitations on' ENGJNEE~siiWthority and responsibility sel forth in ~h 9.I3;:and~y, but without limitation, 9.6. ENGINEER will have authority to disapprove or . during or .sca reSiiit or::,,~INEER's on-site visits or ~t Work which ENGINEER believes to be dof.cti"" or :' \D -: ~.,;,. _ -u .=-> :..=< 30 . I- ,. U . ...:;-- 0~ ~- 0 0 <- 0" . that ENGINEER believes will not produce a completed Project to ENGINEER and the other pany to the Agreement promptly I that confonns to the Contract Documents or that will prejudice (but in no event later than thiny days) after the stan of the the integrity of the design concept of the completed Project as occurrence or event giving rise thereto. and written supponing a functioning whole as indicated by the Contract Documents. data will be submitted to ENGINEER and the other pany ENGINEER will also have authority to require special inspee- within sixty days after the stan of such occurrence or event I lion or testing of the Work as provided in parllgI'Ilph 13.9, unless ENGINEER allows an additional period of time for the whether or not the Work is fabricated, installed or completed. submission of additional or more accurate data in suppon of such claim, dispute or other matter. The opposing party shall I SMp DrvwiIlrs. Cluurgt Onfers IJIU! ~: submit any response to ENGINEER and the claimant within thiny days atter receipt of the claimant's last submittal (unless ENGINEER allows additional time), ENGINEER will render 9.7. In connec:tion with ENGINEER's authority as 10 a formal decision in writing within thiny days after receipt of . Shop Drawings and Samples, see paragraphs 6.24 through 6.28 the opposing pany's submittal, if any, in accordance with this inclusive. paragraph. ENGINEER's written decision on such claim, 9.8. In connection with ENGINEER's authority as to dispute or other matter will be final and binding upon OWNER and CONTRACJOR unless: (i) an appeal from ENGINEER's I Change Orders, see Articles 10, lI, and 12. decision is taken within the time limits and in accordance with the procedures set forth in EXHIBIT GC-A, "Dispute Reso- 9.9. In connec:tion with ENGINEER's authority as 10 lution Agreement," entered into between OWNER and CON- I Applications for Payment, see Article 14. TRACIOR pursuant to Article 16, or (ii) if no such Dispute Resolution Agreement has been entered into, a wriuen notice Di.1. '-~-1U for UIIil PriI:a: of intention 10 appeal from ENGINEER's wriuen decision is I delivered by OWNER or CONTRACJOR to the other and to 9.10. ENGINEER will detennine the actual quantities and ENGINEER within thiny days after the dale of such decision c:Iassifications of Unit Price Work performed by CONTRAC- and a formal proceeding is instituted by the appealing pany in lOR. ENGINEER wJlJ review with CONTRACJOR the EN- a forum of competent jurisdiction 10 exercise such rights or . GlNEER's preliminary detenninations on such matters before remedies as the appealing pany may have with respeetto such rendering a written decision thereon (by recommendation of an claim, dispute or other matter in accordance with applicable Application for Payment or otherwise). ENGINEER's written Laws and Regulations within sixty days of the date of such, I decision thereon will be final and binding upon OWNER and decision. unless otherwise agreed in writing by OWNER and CONTRACJOR. unless, within ten days after the date of any CONTRACJOR. such decision. either OWNER or CONTRACJOR delivers 10 !be other and 10 ENGINEER written notice of intention 10 9.12. When functioning as interpreter and judge under . appeaIli'om ENGINEER's decision and: (i) an appeaIli'om panIgI'8phs 9.10 and 9.11, ENGINEER will not show partiality ENGINEER's decision is taken within the time limits and in 10 OWNER or CONTRACJOR and will not be liable in accorcIInce with !be procedures set forth in ExluDit GC-A, connection with any interpretation or decision rendered in . "Dispute Resolution Agreement," entered into between sood faith in such capacity. The rendering of a decision by OWNER and CONTRACJOR pursuant to Article 16. or (ii) if ENGINEER pursuant 10 paragraphs 9.10 or 9.11 with respeet 110 such Dispute Resolution Asrccl......t has been entered into, a formal proceeding is instituted by !be appeaJing party in a 10 any such claim, dispute or other matter (except any which I forum of c:ompeIent jurisdiction to exercise such rights or have been waived by the making or acceptance of final remedies as !be appealing party may have with respect to payment as provided in paragraph 14.16) will be a condition ENGINEER's decision. unless otherwise llllI'eed in writing by precedent to any exercise by OWNER or CONTRACroR of OWNERand CONTRACJOR. Such appeal will not be subject such rights or remedies as either may otherwise have under the . to the procedures of JllU1III'8ph 9.1 I. ContnJct Documents or by Laws or Regulations in respect of any such claim. dispute or other matter pursuant to Article 16. I P .. - Di6pata: 9.13. ,. . . fit _ ENGINEER', ArdIaarit,y IIIIIIllfj,,-. -"'-"'1:.1:-: 9.11. ENGINEER will be the initial interpreter of !be requirements of !be Contnlct Documents and- judge of !be 9.13.1. Neither ENGINEER's authority or responsibil- . acceplabiIity of the Work thereunder. Claims, disputes and ity under this Article 9 or under any other provision of the Olher matters relating to !be acceptability of !be Work or the Contract Documents nor any decision made by ENGINEER intc.......t>.tion of !be requirements of the ConlnIct Documents in sood faith either 10 exercise or IIOt exercise such authority pertaining 10 the perfonnance and furnishing of the Work and or responsibility or the undertaking, exercise Ot; performance <, I Claims under ArticJes II and 12 in respect of changes in the of any authority or responsibility::by EN<llNEER shall ContnJct Price or Contnlct Times will be referred initially 10 create. impose or give rise 10 any duo/ owed ~ EN,g~EER ENGINEER in writing with a request for a formal decision in 10 CONTRACrOR. any Subcona1ictOr, any-ISupplier, any . accordance with this JllU1III'8ph. Written notice of each such other person or orpnization, or @any smty ~&:'ilr em- claim. dispute or other matter will be delivered by the claimant ployee or agent of any of them. '-; (" , ::-<...' = : "'J _Pl ,... u" 31 o::=:' - !~ . --' 0:> ',=<" ~"""""~. '. :r> C) CO ,- . 9.13.2. ENGINEER will not supervise, direct, con- 10.4, OWNER and CONTRACIUR shall e.ceute appro- tral or have authority over or be responsible for priate Change Orders recommended by ENGINEER (or Writ. I CONTRAcroR's means, methods, 'techniques, se- tcn Amendments) covering: quences or procedures of construction, or the safety 10.4.1. changes in the Work which are (i) ordered by precautions and programs incident thereto, or for any OWNER pursuant 10 paragraph 10.1, (ii) required because of I failure of CONTRACTOR to comply with Laws and acceptance of defective Work under paragraph 13.13 or Regulations applicable to the furnishing or perfor- correcting defective Work under paragraph 13,14, or (iiil mance of the Work. ENGINEER will not be respon- agreed 10 by Ihe parties; . sible for CONTRACTOR's failure to perfonn or ,fur- nish the Work in accordance with the Contract 10.4.2. changes in the Contract Price or Contract Times Documents. which are agreed to by the parties; and 9.13.3. ENGINEER will not be responsible for the 10.4.3, changes in Ihe Contracl Price or Contract Times . acts or omissions of CONTRACfOR or of any Sub- which embody the substance of any wrinen decision ren- contractor, any Supplier, or of any other person or dered by ENGINEER pursuanllo paragraph 9.11; orpni7ation perfonning or furnishing any of the Work. I 9.13.4. ENGINEER's review of the final Applica- provided lhal, in lieu of e.ecuting any such Change Order, an tion for Payment and accompanying documentation appeal may be laken from any such decision in accordance with Ihe provisions of Ihe Contract Documents and applicable I and all maintenance and operating instructions, sched- Laws and Regulations, but during any such appeal, CON- ules, guarantees, bonds and certificates of inspection, TRACTOR shall carTy on the Work and adhere 10 the progress tests and approvals and Other documentation required schedule as provided in paragraph 6.29. to be delivered by paragraph 14.12 will only be to I detennine generally that their content complies with 10.5. If notice of any change affecting the general scope of the requirements of, and in the case of certificates of the Work or the provisions of the Contracl Documents (includ- inspections, tests and approvals that the results ceni- ing, but nol limited 10, Contract Price or Contracl Times) is I fied indicate compliance with, the Contract Docu- required by the provisions of any Bond to be given 10 a surety, ments. the giving of any such notice will be CONTRACIOR's respon- 9.13.5. The limitations upon authority and respon- sibility, and the amount of each applicable Bond will be adjusted accordingly. . sibility set fonh in this paragraph 9.13 shall also apply to ENGINEER's Consultants, Resident Project Rep- resentative and assistants. ARTICLE II-CHANGE OF CONTRACT PRICE I ARTICLE lo-cHANGES IN THE WORK 11.1. 11Ie ContDlCt Price constilutes the total compensa- tion (subjecl 10 authorized adjustments) payable 10 CON- I 10.1. Without invalidating the Agreemenl and wilhout TRACTOR for perfonning the Work. All duties, responsibili- notice 10 any surety, OWNER may, at any time or from time lies and obIipIionsassiped loorundenaJcen by CONTRACIOR 10 time, order additions, deletions or revisions in the Work. shall be al CONTRACIOR's expense withoul ehange in the Such additions, deletions or revisions will be authorized by ConIDlCt Price. . a Written Amendment, a Change Order, or a Work Change Directive. Upon receipt of any such document, CONTRAC- 11.2, 11Ie ConIDlCt Price may only be changed by a Change TOR shall prompdy proceed with the Work involved which Order or by a Written Amendment. Any claim for an adjust- I will be performed under the applicable c:onditions of the menl in the Contract Price shall be based on written notice Contnct Documents (excepl as otherwise specifically pro- delivered by the pany making the claim to the other party and vided). 10 ENGINEER promptly (bul in no event later than thirty 10~ If OWNER and CONTRACIOR are unable to 8IfCC days) after the start of the llCCUITCDCe or evenl giving rise 10 the I as to the extent, if any, of an ll(ljustmenl in the ConIDlCt Price claim and slating the general nawre of the claim. Notice of the or an Mljustment of the Contract Times that should be allowed amount of the claim with supporting daIa shall be delivered as a resuh of a Work Change Directive, a claim may be made within sixty days after the start of such occu....nce or evenl . therefor as provided in ArtieIe II or Article 12. (unless ENGINEER allows additional time for claimanl 10 submil additional or more ac:curate daIa in support of the claim) 10.3. CONTRACIOR shall not be enti1Ied to an increase in and shall be accompattied by claimant's written slatement that the Conttact Price or an e~ qf~ ConIlllCl Tunes with the adjustmenl claimed covers all known amounts to which the . respect 10 any Work perfonned.1l!!!li is nol required by the claimanl is entided as a resull of said llCCUITCDCe or event. All Conlnlct 1locI_IS' as at&ltdedr.ttiildified and supplemented claims for 8IljUSltttent in the Contnct Price shall be detennined as provided in ~ ~ atid'3~excepl in the case of an by ENGINEER in accordance with panI8I1IpIt 9.11 if OWNER emerpncy as proWled in PIU'II8i'8Ph 6.23 or in the case of and CONTRACroR cannot otherwise 8IfCC on the amount I uncovering Work ~~o.WWt in,~ 13.9. involved. No claim for an adjuSltttenI in the Contnct Price will LL I- :=<r. u (...J~ 32 = 0 I r- - en - - I be valid if not submitted in accordance with this paragraph cash discounts shall accrue 10 OWNER, All trade discounts. I 11.2. rebates and refunds and returns from sale of surplus maleri- als and equipment shall accrue to OWNER. and CON, 11.3. The value of any Work covered by a Change Order or TRACIOR shall make provisions so that they may be of any claim for an adjustment in Ihe Contract Price will be obtained. I determined as follows: 11.4.3. Payments made by CONTRACIOR 10 the Sub- 11.3,1. where the Work involved is covered by unit contractors for Work performed or furnished by Subcontrac. I prices contained in the Contract Documents. by application tors. If required by OWNER. CONTRACTOR shall obtain of such unit prices 10 the quantities of the items involved competitive bids from subcontractors acceptable 10 OWNER (subject to the provisions of paragraphs 11.9.1 through and CONTRACIOR and shall deliver such bids 10 OWNER 11.9.3. inclusive); who will then detennine, with the advice of ENGINEER, I which bids, if any, will be accepled, If any subcontract 11.3.2. where the Work involved is not covered by unit provides that the Subcontnlctor is 10 be paid on the basis of prices contained in the Contnlct Documents, by a mulually Cost of the Work Plus a fee, the Subcontractor's COSI of the agreed lump sum (which may include an allowance for Work and fee shall be determined in the same manner as I overhead and profit not necessarily in accordance with CONTRACTOR's Cost of the Work and fee as provided in paI1Igr.lph 11.6.2); paragraphs 11.4. 11.5, 11.6 and 11.7, All subcontracts shall be subject to the other provisions of the Contract Documents I 11.3.3, where the Work involved is not covered by unit insofar as applicable. prices contained in the Contnlct Documents and agreement to a lump sum is not reached under paragraph 11.3.2, on the 11.4.4. Costs of special consultanlS (including but not basis of the Cost of the WorI< (determined as provided in limited to engineers, architects, testing laboratories, survey- . paI1III1lphs 11.4 and 11.5) plus a CONTRACIOR's fee for 01'5, attorneys and accountants) employed for services spe- overhead and profit' (detennined as provided in paJ1IgIlIp/I citicaJly related to the Work. 1I.6). I 11.4.5. Supplemental costs including the following: Ct18I ofdu W",*, 11.4.5. I. The proportion of necessary transportation, travel and subsistence expenses of CONTRACTOR's em- I I I .4. The lenn Cost of the Work means the sum of all costs ployees inculTed in discharge of duties connecled wilh Ihe necessarily inculTed and paid by CONTRACIOR in the proper Work. performance of the Work. Except as otherwise may be agreed to in writing by OWNER. such costs shall be in amounts no 11.4.5.2. Cost, including transportation and maint.. . iJisher than those prevlllUng in the locality of the ""'jeet. shall nance, of all materials, supplies, equipment. machinery, include only the following items and shallllOt include any of the appliances, oIIice and lemporary facilities at the site and costs itemized in paI1III1lph 11.5: hand toOls not owned by lhe workers, which are con- I sumed in the performance of the WorI<, and cost less 11.4.1. Payroll costs for employees in the direct employ market value of such items used but not consumed which of CONTRACTOR in the perfonnance of the Work under remain the propeny of CONTRACTOR. sc:heduIes of job classi1ications agreed upon by OWNER and . CONTRACTOR. Such employees shall include without Iim- 11.4.5.3. Rentals of all construction equipment and itation superintendents. foremen and other peJ'SOI\JICl em- machinery and the parts thereof whether rented from pIoyed full- time at the site. Payroll costs for employees not CONTRACTOR or others in accordance with rental agree_ employed full time on the Work shall be apportioned on the ments ap,..v.ed by OWNER with the advice of ENGI- I basis of their time spent on the WorI<. Payroll costs shall NEER, and the costs of lnlnspOttation, loading, unload- include. but nol be limited to. salaries and WlIF5 plus the iIIg, installation. dismantling and removal thereof-..ll in cost of frinae benefits which shall include social security accordance with the terms of said renlaI agrc!Cihents. The I contributions. unemployment. excise and payroll taxes. work- rental of any such equipment, maClii1!C'Y ~parts shall ers' compensation, health and retirement benefits. bonuses. cease wben the use thereof is no I~~'for,the sick leave, vacation and holiday pay applicable thereto. The Work --' - -., " U . r:-;.__ _ ~ expenses of perfonning Work after rquIar worttin& hours, =ic- 0) ~~ . on Sawrday, SWlClay or lepJ holidays, shall be included in 11.4.5.4. Sales, c:onswner. use~of simi~taxes...1ated the above to the extent authorized by OWNER. to the Work. and for which ~R is liiible. . IpOSed b La and RquIati Q -J -~ II .4.2. Cost of all materials and equipment furnished and un Y ws ~..::~: <;? ,..;; .i> 0 I mc..rpo.aled in the Work, including costs of transportation 11.4.5.5. Deposits lost for causes other than negJi- and storaae thereof. and Suppliers' field services required in senc:e of CONTRACTOR. any Subcontractor or anyone corulCClioo therewith. All cash discounts shall accrue to direc\ly or indirectly employed by any of them or for I CONTRACTOR unless OWNER deposits funds with CON- whose lII:lS any of them may be liable. and royalty TRACTOR with which to make payments, in which case the payments and fees for permits and licenses. 33 I . 11.4.5,6, Losses and damages (and related expenses) 1\.5.5. Costs due to the negligence of CONTRACrOR. caused by damage to the Work, not compensated by any Subcontractor, or anyone directly or indirectly em- I insurance or otherwise, sustained, by CONTRACJUR in ployed by any of them or for whoSe acts any of them may be connection with the performance and furnishing of the liable, including but not limited to, the correction of dtftcrive Work (except losses and damages within the deductible Work. disposal of materials Or equipment wrongly supplied amounts of propeny insurance established by OWNER in and making good any damage to propeny. I accordance with paragraph 5.9), provided they have re- sulted from causes other than the negligence of CON- Other overllead or general expense costs of any kind and TRACIOR, any Subcontractor, or anyone directly or the costs of any item not specifically and expressly included I indirectly employed by any of them or for whose acts any in plII1lBl2ph 11.4. of them may be liable. Such losses shall include settle. ments made with the wrinen consent and approval of 11.6. The CONTRACrOR's fee allowed to CONTRAC- OWNER. No such losses, damages and expenses shall be lOR for ovemead and profit shall be detennined as follows: .' included in the Cost of the Work for the purpose of detennining CONTRACIOR's fee. If, however, any such a mutually aaeptable fixed fee; Or loss or damage requires reconstnlction and CONTRAC. 11.6.1. I: lOR is placed in charge thereof, CONTRACrOR shall be I I .6.2. if a fixed fee is not agreed upon. then a fee based paid for servi<:es a fee proponionale to that slated in on the following percentages of the various ponions of the plII1lBl2ph 11.6.2, Cost of the Work: II 11.4.5.7. The cost of utilities. fuel and sanitary focili- 11.6.2.1. for costs incurred under paragraphs 11.4.1 ties at the site. and 11.4.2, the CONTRACrOR's fee shall be fifteen 11.4.5.8. Minor expenses such as telegrams, long dis- percent; . lanCe telephone calls, telephone service at the site, ex- 11.6.2.2. for costs incurred under JI8l'll&I'lIl'h 11.4.3. p1CSSlI8e and similar petty cash items in connection with the Work. the CONTRACrOR's fee shall be five percent; 11.4.5.9. Cost of premiums for additional Bonds and 11.6.2.3. where one or more tiers of subcontracts are . insurance required because of changes in the Work. on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of paragraphs 11.4.1, 1\.4.2; I 11.5. The tenn Cost of the Work shall not include any of 11.4.3 and 11.6.2 is that the Subcontractor who actually the following: performs or furnishes the Work, at whatever tier, will be paid a fee of fifteen pen::ent of the costs incU1Ted by such 11.5.1. Payroll costs and other compensation of CON. Subconlnlclor under JI8l'll&I'lIl'hs 11.4.1 and I 1.4.2 and that I TRACTOR's officers, executives, principals (of partnership any higher tier Subcontractor and CONTRACJOR WIll and sole proprietorships), seneralllUll1llgers, engineers, 81, each be paid a fee offive percent of the amount paid to the chilecls, estimators, attorneys, auditors, accountants, pur. next lower tier Subcontractor; dJasing and contracting ascnts, expediters, timekeepers, . c1erks and other personnel employed by CONTRACrOR 11.6.2.4. no fee shall be payable on the basis of costs whether at the site or in CONTRACrOR's principal or a itemized under plU1I8J'lIpbs 11.4,4, 11.4.5 and 11.5; Immc:h office for general administration of the Work and not . specificaJly included in the agreed upon schedule of job 11.6.2.5. the IIIIIOlIIIt of credit to be allowed by CON- dassific:ations referred to in p&nIBnlph 11.4.1 or specifically TRACTOR to OWNER for any change which results in a covered by JI&IlIllI1Iph 11.4.~1 of which are to be consid- net decrease in cost will be the amount of the actual net ered administrative costs covered by the CONTRAClOR's decn _e in cost plus adeduclion inCONTRACJOR's fee I fee. by an 8IIIOllIIt equaJ to five pen:ettt of such net decn:ase; and 11.5.2. Expenses of CONTRAClOR's principal and . Immc:h offices otherlban CONTRAClOR's office at the site. 11.6.2.5. when bolh additions and credits are involved in any one c:IIanal:, the IIIljustment in CONTRACroR's 11.5.3, Any pan of CONTRACJOR's capitaJ expenses, fee shall be c:omputed on the basis of the net change in including interest on CONTRACJOR's capitaJ employed for accordance with paragraphs 11.6.2.1 through 11.6.2.5, . the Work and charges &pins! CONTRAClOR for delin- inclusive. quent payments. 11.7. Whenever the cost of any Work is to be detennined I 11.5.4, Cost ot'premi~ for all BoncIs and for all pursuant to JI8I'llIlIlIpbs 11.4 and 11.5, CONTRACJOR will insunmce whether of not CONTRAClOR is required by the establish and maintain records thereof in accordance with ContnIct ~'IlICftlS to::~ and maintain the same aeneraJly accepted accounting practices and submit in form (except f~ ~~::or ~ covered by 5U~ acceptable to ENGINEER an itemized cost breakdown ~ . 11.4.5.9 above). " ) ~ gether with SUPPuo iii'll data. j \.0 - :....- "='=-.., _ -(..) =~ 34 iL':,., I- ~= <f. u w~ . <::) C) I r- - 0'_ I . ellSh A,",-s: of having incurred additional expense or OWNER be, . 11.8. It is uncleBtood thaI CONTRACfOR has included in lieves that OWNER is entitled to a decrease in Contract Price and the panies are unable to agree as~ the amount of any such increase or decrease. 0 -.l lhe Contract Price all allowances so named in the Contract = Documents and shall cause the Work so covered to be fur- ~r:. n "',- . nished and perfonned for such sums as may be acceptable to >=', -< uu = OWNER and ENGINEER. CONTRACfOR agrees that: ~ -- 0"\ f-=' ARTICLE 12-<::HANGE OF CONTRACT TIMES ',.~' 11.8.1. the allowances include the cost to CONTRAC- -<.1. :CD tP~ . . Pl 3 lOR (Jess any applicable trade discounts) of materials and 0:':"', \' " CO ~~,-::::I equipment required by the allowances to be delivered al the --.... .. 12.1. The Contnu:t Times (or MileStones) <!!l"y only be site, and all applicable taxes; and ~- changed by a Change Order or a Written Amel\llment. Any I 11.8.2. CONTRACTOR's costs for unloading and ban- claim for an adjustment of the Contract Times (or Milestones) dling on the site, labor, installation costs, overbcad, profit shall be based on written notice delivered by the pany making and other expenses contemplated for the allowances have the claim to the other pany and to ENGINEER promptly (bul I been included in the Contnu:t Price and not in the allowances in no event later than thiny days) after the occurrence of the and no demand for additional paymenl on account of any of event giving rise to the claim and stating the general nature of the foregoing will be valid. the claim. Notice of the extent of the claim with supponing data shall be delivered within sixty days after such occurrence I Prior to final payment, an appropriate Change Order will be (unless ENGINEER allows an additional period of time to ascenain more accurate data in suppan of the claim) and shall issued as reconud.:ndcd by ENGINEER to reflect actual be accompanied by the claimant's written statement that the amounts due CONTRACroR on account of Work covered by I allowances, and the Contract Price shall be co.. .........dingly adjustment claimed is the entire adjustment to which the lII\iusted. claimant has reason to believe it is entitled as a result of the IlC:ClIJretICe of said event. All claims for adjustment in the Contnu:t Tunes (or Milestones) shall be detennined by ENOI- . 11.9. UIIil Pria WGrt: NEER in accordance with JllIl'lIllI1IIl 9.11 if OWNER and CONTRACroR cannot otherwise agree. No claim for an 11.9.1. Where the Contract Documents provide that all adjustment in the Contnu:t Times (or Milestones) will be valid . or pan of the Work is to be Unit Price Work, initially the if not submitted in accordance with the requirements of this Contnu:t Price will be deemed to include for all Unit Price p&nIgIlIph 12.1. Work an amount equal to the sum of the established unit price for each sep8IlIIely identified item of Unit Price Work 12.2. All time limits stated in the Contnu:t Documents are . times the estimated quantity of each item as indicated in the of the essence of the Asnoement. Aileeu....n. The estimated quantities of items of Unit Price Work are not pwant= and ,are solely for the purpose of 12.3. Where CONTRACroR is prevented from camp"t- . comparison of Bids and determining an initial Contnu:t ing any pan of the Work within the Contnu:t Times (or Price. Determinations of the actual quantities and cIassifica.. Milestones) due to delay beyond the control of CONTRAC- tions of Unit Price Work performed by CONTRACroR will lOR, the Contnu:t Tunes (or Milestones) will be extended in an be made by ENGINEER in aa:ordance with JllIl'lIllI1IIl9.IO. amount equal to the time lost due to such delay if a claim is . made therefor as provided in JllIl'lIllI1IIl12.1. Delays beyond 11,9.2- Each unit price will be deemed to include an the c:ontroI of CONTRACIOR shall include, but not be limited _ COIlSidaed by CONTRACroR to be lIlIequale to ,to, acts or nqlec:t by OWNER. acts or nqIect of utility OWDeB cover CONTRACroR's overllead and profit for each sepa- or other COIItracton; perfonning other worlt as COIItemplated by . rately identified item. AnicIe 7, fires, floods, epidemics, abnonnaJ weather condi- tions or acts of God. Delays attribtttable to and within the 11.9.3. OWNER or CONTRACroR may make a claim COIItrol of a Subcontractor or Supp\ier shall be deemed to be . for an IIlijustment in the ConInlCt Price in accordance with delays within the COIItrol of CONTRACroR. AnicIe II if: 12.4. Where CONTRACroR is prevented from comp"t- 11.9.3.1. the qUantity of any item of Unit Price Work jog any pan of the Work within the Contnu:t Times (or . performed by CONTRACroR ditfers materially and sia- Milestones) due to delay beyond the control of both OWNER aific:anIIy from the __to.," quantity of such item indi- 8IId CONTRACroR, an extension of the Contract T'tmes (or c:ated in !be Aareeti....t; and Milestones) in an amount equaJ to the time lost due to StICh . delay shall be CONT\tAClOR's sole and exclusive remedy for II .9.3.2. there is no c:.... ...........ding 8Iljustment with such delay. In no event shall OWNER be 1iab1e to CONTRAC- respect to any other item of Work; and lOR, any Subcontnu:lor, any Supplier, any other person or OIJlIIIIization, or to any surety for or employee or aaent of any . 11.9.3.3. ifCONTRACroR believes that CONTRAC- of them, for cIamaaesarising out of or resulting from (i) delays lOR is entitled to an increase in Contract Price as a result caused by or within the control of CONTRACroR. or (ii) 35 . . delays beyond lhe control of both panies including but not approval. CONTRACTOR shall also be responsible for arrang' . limited to tires. floods. epidemics. abnormal weather condi. iog and Obtaining and shall pay all costs in connection with any lions. acts of God or acts or neglec'l by utility owners or inspections. tests or approvals required for OWNER's and other contractors performing other work as contemplated by ENGINEER's acceptance of materials or equipment to be Article 7, 'incorporated in the Work, or of materials, mix designs, or . equipment submitted for approval prior to CONTRACTOR's purchase thereof for incorporation in the Work, ARTICLE 13-TESTS AND INSPECI10NS; 13.6. If any Work (or the work of others) that is to be . inspected, tested or approved is covered by CONTRACTOR CORRECTION, REMOVAL OR without written concurrence of ENGINEER, it must, if re- ACCEPTANCE OF DEFECTIVE WORK quested by ENGINEER, be uncovered for observation, . Noriu of D~f~cls: Prompt notice of all d~f~cliv~ 13.7. Uncovering Work as provided in paragraph 13.6 shall 13.1. be at CONTRACTOR's expen.e unles. CONTRACTOR has Work of which OWNER or ENGINEER have actual knowl- given ENGINEER timely notice of CONTRACTOR's inten- I edge will be given to CONTRACTOR, All d~f~criv~ Work tion to cover the same and ENGINEER has not acted with may be rejected, corrected or accepled as provided in this reasonable promptness in response to such notice, Article 13. Accas 10 Wort: Uncoming Wmt: I 13.8. If any Work is covered contrary to lhe wriUen request . 13.2. OWNER, ENGINEER, ENGINEER's Consultants, of ENGINEER, it must. if requested by ENGINEER, be other reprcsentativesand personnel of OWNER, independent uncovered for ENGINEER's observation and replaced at testing laboratories and governmental agencies with jurisdic- CONTRACroR's expense. tionaJ inlcrcsts will have access to the Work at reasonable times I for their observation, inspecting and testing, CONTRACroR 13.9. If ENGINEER considers it necessary or advisable shall provide them proper and safe conditions for such access that covered Work be observed by ENGINEER or inspected and advise them of COI'ITRACTOR's site safety procedures or tested by others, CONTRACTOR. at ENGINEER's re' and programs so that they may comply therewith as applicable. quest, shall uncover, expose or otherwise make available for I observation, inspection or Icsting as ENGINEER may require, Tats tmdl_t:liiJ..J: that portion of the Work in question, furnishing all necessary labor, material and equipment. If it is found that such Work is . 13.3. CONTRACroR shall give ENGINEER timely no- dq~criv~, CONTRACTOR shall pay all claims, costs, losses and damages caused by, arising out of or resulting from such tice of readiness of the Work for all required inspections, tests uncovering, exposure, observation, inspection and testing and or approvals, and shaJI cooperdle with inspection and Icsting of satisfactory replacement or reconstruction (including but not I personnel to facilitate required inspections or tests. bmited to all costs of repair or replacement of work of others); and OWNER shall be entided to an approprialc decrease in the 13.4. OWNER shall employ and pay for the services of an Contract Price, and, if the panics arc unable to agree as to the I independent testing laboratory to perform all inspections, tests, amount thereof, may make a claim therefor as provided in or approvals required by the Contract Documents except; Anicle II. If. however, such Work is not found 10 be d~f~clive, CONTRACroR shall be allowed an increase in the Contract 13.4.1. for inspections. tests or approvals covered by Price or an extension of the Conuact Times (or Milestones), or . JIIII'llII'aph 13.5 below; both, directJy attributable to such uncovering, exposure, ob- servation, inspection, testing, replacement and reconstruction; 13.4.2. that costs illQlm:d in connection with tests or and. if the parties arc unable to agree as to the amount or extent inspections conducted pursuant to panIgI'aph 13.9 below thereof. CONTRACTOR may make a claim therefor as pro- . shall be paid as provided in said paragraph 13.9; and vided in Ankles II and 12. 13.4.3. as otherwise specifically provided in the C0ll- I tract Documents. OWNER Mil} SIDp 1M Wort: 13.5. If Laws or Regulations of any public body having 13.10. If the Work is dq~cliv~, or CONTRACroR fails to jurisdiction ffiluire any:Work (or pan thereof) specifically to be supply sufficient skilled workers or suitable materials or equip- . inspected, tested !lI:ij;lroved by an employee or other rcprc- ment, or fails to furnish or perform the Work in such a way that sentaiive ofUsuch ~pUbilc body, CONTRACToR shall asswne the completed Work will conform to the Conuact Documents. full resJlOllSil1i1ity fOf!U'ranging and obtaining such inspections, OWNER may order CONTRACTOR to stop the Work, or any tcstS'()r,:apprOvals,-:-p!Y~all costs in connection therewith, and portion thereof, until the cause for such order has been . fumisbEN~EER the required cenificates of inspection. or climinated; however, this right of OWNER to stop the Work = =< rlL;> f- ~ ...::;;--- (J .~.- 36 I CJ C) r-- - Ci'\ I shall not give rise to any duty on the pan of OWNER to pay all claims, costs. losses and damages attributable to ' - II exercise this right for the benefit of CONTRACTOR or any OWNER's evaluation of and determination to accept such surety or other pany. dekclive Work (such costs 10 be approved by ENGINEER as to reasonableness). If any such acceptance occurs prior to ENGINEER's recommendation of final payment, a Change I C<<m:tion or RelllOllGl of OIf- wort: Order will be issued incorporating the necessary revisions in the Contract Documents with respect to Ihe Work; a\1d OWNER 13.11. If required by ENGINEER, CONTRACIOR shall shall be entitled to an appropriate decrease in the Contract I promptly. as directed, eithercotTeCl all defective Work, whether Price. and. if the panies are unable to agree as to the amount or not fabricated. installed or completed, or, if the Work has thereof, OWNER may make a claim therefor as provided in been rejected by ENGINEER, remove it from the site and Article II. If the acceptance occurs after such recommenda- replace it with Work that is not defective. CONTRACIOR shall lion. an appropriate amount will be paid by CONTRACTOR to I pay all claims, costs, losses and damages caused by or resulting OWNER. from such correction or removal (including but notlimitcd to all OWNER MII1 Corroet lHf<etive Wort: costs of repair or replacement of work of others). I 13.14. If CONTRACIOR fails within a reasonable time 13.12. CorretIitm Period: after written notice from ENGINEER to correct defeclive Work or to remove and replace rejected Work as required by ENGINEER in accordance with paragraph 13.11. or if CON- I 13.12.1. If within one year after the date of Substantial TRACIOR fails to petfonn the Work in accordance with the Completion or such longer period of time as may be pre- Contract Documents, or if CONTRACTOR fails to comply scribed by Laws or Regulations or by the terms of any with any other provision of the Contract Documents. OWN ER applicable speciaJ guanmtee required by the ConlrllCt Doc. may, after seven days' written notice to CONTRAC1OR, I uments or by any specific provision of the Contnu:t Docu- COTTeCt and remedy any such deficiency. In exercising the ments. any Work is fOllnd to be defecliu, CONTRACTOR rights and remedies under this paragraph OWNER shall pro- shaIJ promptly, without cost to OWNER and in aceordance ceed expeditiously. In connection with such cornetive and I with OWNER's written insttuctions; (i) com:ct such defee- remedial action, OWNER may exclude CONTRACTOR from live Work, or, if it has been rejected by OWNER, remove it all or pan of the site, take possession of all or pan of the Work, from the site and replace it with Work that is not defeclive, and suspend CONTRACTOR's services related,thereto. take and (ii) satisfactorily com:ct or remove and replace any possession of CONTRACTOR's 10015, appliances, construc- I damage to other Work or the work of others resulting lion equipmenl and machinery at the site and incorporate in the u......r.um. If CONTRACTOR does not promptly comply Work all materials and equipmenl stored at the site or for which with the terms of such insttuctions, or in an CII'~...~i OWNER has paid CONTRACTOR but which are stored where delay would cause serious risk of loss or damage, elsewhere. CONTRACTOR shall allow OWNER, OWNER's . OWNER may have the defecliu Work corrected or the representatives, lIFnts and employees, OWNER's other con- ~ Work removed and replaced, and all c:Iaims, costs, tractors and ENGINEER and ENGINEER's Consultants ac- losses and damages caused by or resulting from such re- cess 10 the site to enable OWNER to exercise the rights and movaJ and replacement (including but not limited to all costs remedies under this pantgI'llph. All claims, costs, losses and I of repair or replacement of wort of others) will be paid by damages incun-ed or sustained by OWNER in exercising such CONTRAcrOR. rights and remedies will be charged against CONTRACIOR and a Change Order will be issued incorporating the necessary I 13.12.2. In speciaJ circuntstanc:es where a particuJar item revisions in the Contnu:t Documents with respect to the Work; of equipment is placed in continuous service before Substan- and OWNER shall be entitled to an appropriate decrease in the tiaJ Completion ofall the Wottt, the conection period forthat Contnu:t Price, and, if the panies are unable to IIp'CC as to the item may IIart to nm from an eatlier date if 10 provided in amount thereof, OWNER may' make a claim therefor as I provided in Article 1 I. Such claims, costs, losses and damages the S~ or by Written Amendment. will include but not be limited to all costs of repair or replace- ment of wort of others destroyed or damaged by conec:tion, 13.12.3. Where defeclhte Wottt (and damage to other removal or replacement of CONTRACTOR's defecliv~ Work. I Work resulting d~...r",,'l) has been corrected, removed or CONTRAClOR shall not be allowed an extension of the repIacecIlDIder this JI8I'llIIBIlh 13.12, the co"o..tiun period Conttacl Tunes (or Milestones) ..........~ '<lI' any delay in the hereunder with respect to such Work will be extended for an performanceofthe Workattributa6!C to the ~rcise by OWNER additional period of one year after such conection or re- of OWNER's rights and remedi€.hereumler. "ifll I movaJ and repI..-.nent has been ...rid'."'oriIy completed. }> =w:. -l U c::= 0-'; - .-= ARTICLE 14-PAYMENTS TCrCO~ AND A r of Def- Wort: COMPLETlON:< ,- := ,,~ . ,:<.lJ I _r'l ::!:: ~ ~, 13.13. If, instead of requiring COhection or removal and <::-;'': ~ repI>......~_1 of defectiu Work, OWNER (and, prior to ENGI. ~-J..--L." of Values: P- C> o..D . NEER's J'CCOwn_ilIation affinal payment, also ENGINEER) 14.1. The schedule of values established as provided in pnfers to accept it, OWNER may do so. CONTRAClOR shaIJ paragraph 2.9 will serve as the basis for progress payments and I 37 . will be incorporated into a form of Application for Payment 14,5.1. the Work has progressed to the point indicated. acceptable to ENGINEER. Progress payments on account of 14.5,2. the quality of the Work is generally in accor- I Unit Price Work will be based on the number of units com. pleted, dance with the Contract Documents (subject to an evalu- ation of the Woil< as a functioning whole prior to or upon Substantial Completion. to the results of any subsequent . App/iasIUJn fDr Progrns 1'ayrMnt: tests called for in the Contract Documents. to a final determination of quantities and classifications for Unit 14.2, At least twenty days before the date established for Price Work under paragraph 9.10, and to any other quali. each progress payment (but not more often than once a fications,staled in the recom=ndation), and . month), CONTRACTOR shall submit to ENGINEER for 14.5.3. the conditions precedent to CONTRACroR's review an Application for Payment filled out and signed by being entitled to such payment appear to have been CONTRACTOR covering the Work completed as of the date fulfilled in so far as it is ENGINEER's responsibility to . of the Application and accompanied by such supponing observe the Work, documentation as is required by the Contract Documents. If payment is requested on the basis of materials and equip.. However, by recommending any such payment ENGINEER ment not incorporated in the Work but delivered and suitably will not thereby be deemed to have represented that: (i) . stored at the site Or at another location agreed to in writing, exhaustive or continuous on-site inspections have been made the Application for Payment shall also be accompanied by a to check the quality or the quantity of the Work beyond the bill of sale, invoice or other documentation watTllnting that responsibilities specifically assigned to ENGINEER in the I OWNER has received the materials and equipment free and Contract Documents or (ii) that there may not be other matters clear of all Liens and evidence that the materials and or issues between the panies that might entitle CONTRAC- equipment are covered by appropriate propcny insurance roR to be paid additionally by OWNER or entitle OWNER to and other arrangements to protect OWNER's interest therein, withhold payment to CONTRACTOR, . all of which will be satisfactory to OWNER. The amount nf 14.6. ENGINEER's recommendation of any payment, in- relainage with respect to progress payments will be as stipulated in the Agreement. eluding final payment, shall not mean that ENGINEER is responsible for CONTRACIOR 's means, methods, techniques, I sequences or procedures of construction, or the safety precau. CON1'IlACTOR'. WammIJ DITi*: tions and programs incident thereto. or for any failure of CONTRACIOR to comply with Laws and Regulations appli-' 14.3. CONTRACIOR warrants and guarantees that title to cable to the furnishing or performance of Work, or for any . all Work, materials and equipment covered by any Application failure of CONTRACIOR to perform or furnish Work in for Payment, whether incorporated in the Project or not, will accordance with the Contract Documents. pass to OWNER no later than the ti= of payment free and 14.7. ENGINEER may refuse to recommend the whole or . clear of all Liens. any pan of any payment if, in ENGINEER's opinion, it would be incom:ct to make the representations to OWNER refened to in paragraph 14.5. ENGINEER may also refuse to recom- I Rninr of App"-""'IS for PrDrras /'ayrMJrt: mend any such payment, or, because of subsequently discov- ered evidence or the results of subsequent inspections or tests, 14.4. ENGINEER will, within ten days after receipt of nullify any such payment previously recommended, to such each Application for Payment, either indicate in writing a extent as may be necessary in ENGlNEER's opinion to . , /'CCOIlII1W;.kdation of payment and prescot the Application to protect OWNER from loss because: OWNER, or return the Application to CONTRACIOR indi- 14.7.1. the Work is d~f~ctiv~. or completed Work has eating in writing ENGINEER's reasons for refusing to rec0m- mend payment, In the latter case, CONTRACIOR may make been damaged requiring correction or replacement, . the ---"""Y COITCCIions and resubmit the Application. Ten 14.7.2. the Contract Price has been reduced by Writ- dal'5 after presentation of the Apptication for Payment to ten Amendment or Change Order, OWNER with ENGINEER's recommendation, the amount 14.7.3. OWNER has been required to COrTCCt d~f~c- . recommended will (subject to the provisions of the last sen- tence of paragraph 14.7) become due and when due will be paid Ii"" Work or c:ompIete Work in accordance with paragraph by OWNER to CONTRAClOR. 13,14, or 14.7.4. ENGINEER has actual knowledge of the ce- . 14.5. ENGINEER's recommendation of any payment re- CUITCI\CC of any of the events enlUDCl1lted in paragraphs quested in an API!Iication for Payment will constilute a repre- 15.2.1 through 15.2.4 inclusive. sentation by ENG!~EER lll~WNER, based on ENGINEER's OWNER may refuse to make payment of the full amount . OIHite observations of ,the:;exccuted Work as an experienced and qualifiiid desi$!fprofe5sionaJ and on ENGINEER's review recommended by ENGINEER because: of the Application'~r PBYinc:nt and the accompanying data and 14.7.5. claims have been made against OWNER on ..... ~_./ scheduleS, tIi8t to the best of ' ENGINEER's knowledgc, infor- account of CONTRACTORs performance or furnishing of . mation and'bel~ ' - <:.:> the Work, ~ q, t- =.< ~,' .-..:" W u:'- ~ 38 <:::> 0 r- - . O"l -- . 14.7.6. Liens have been filed in connection with the ENGINEER in writing prior to ENGlNEER's issuing the . Work. except where CONTRACTOR has delivered a definitive ceroficale of Substantial Completion. ENGlNEER's specific Bond satisfactory to OWNER to secure the aforesaid recommendation will be binding on OWNER and satisfaction and discharge of such Liens. CONTRACTOR unt.1 final payment. . 14.7.7. there are other items entitling OWNER to a 14.9. OWNER shall have the right to exclude CONTRAC. set-off lIpinst the amount recommended. or TOR from the Work after the date of Substantial Completion. but OWNER shall allow CONTRACTOR reasonable access to . 14.7.8. OWNER has actual knowledge of the OCCUr. complete or ~rTCCt items on the tentative list. rence of any of the events enumerated in p8ragraphs 14.7.1 through 14.7.3 or paragraphs 15.2.1 through 15.2.4 l'lDfiD1 Ud/i:6liDtl: inclusive; . but OWNER must give CONTRACTOR immediate wrinen 14.10. Use by OWNER at OWNER's option of any sub- stantially completed part of the Work which: (i) has specifically notice (with a copy to ENGINEER) stating the reasons for been identified in the ContJact Documents, or (ii) OWNER, . such action and promptly pay CONTRACTOR the amount so ENGINEER and CONTRACTOR asree constitutes a sepa. withheld, or any adjustment thereto agreed to by OWNER and rately functioning and usable pan of the Work that can be used CONTRACTOR. when CONTRACTOR corrects to OWN. by OWNER for its intended purpose without significant inter. ER's satisfaction the reasons for such action. ference with CONTRAClOR's perfonnance of the remainder . of the Work, may be accomplished prior to Substantial Com. S"- JiGlC~ pletion of all the Work subject to the following: . 14.10.1. OWNER at any time may request CON- 14.11. When CONTRAClOR considers the entire Work TRACTOR in writing to pennit OWNER to use any such readyforits intended use CONTRACTOR shall notify OWNER part of the Work which OWNER believes to be ready for and ENGINEER in writing that the entire Work is substantially its intended use and substantially complete. If CON- I complete (except for items specifically listed by CONTRAC. TRACTOR asrees that such part of the Work is substan- TOR as incomplete) and request that ENGINEER issue a tially complete, CONTRACTOR will certify to OWNER certificate of Substantial Completion. Within a reasonable time and ENGINEER that such part of the Work is substan., thereafter, OWNER, CONTRACroR and ENGINEER shall tially complete and request ENGINEER to issue a certif. . make an inspection of the Work to detennine the swus of icaIe of Substantial Completion for that pan of the Work. completion. If ENGINEER does not consider the Work sub- CONTRACroR at any time may notify OWNER and stantially complete, ENGINEER will notify CONTRACTOR ENGINEER in writing that CONTRACTOR considers . in writing giving the reasons therefor. If ENGINEER considers any sW:h part of the Work ready for its intended use and the Work substantially c:ompIete, ENGINEER will prepare and substantially complete and request ENGINEER to issue a deliver to OWNER a tentative c:enificate of Substantial Com- certificate of Substantial Completion for that part of the pletion which shall fix the date of Substantial Completion. Work. Within a reasonable time after either such request, . There shall be attached to the certificate a tentative list ofitems OWNER, CONTRACIOR and ENGINEER shall make to be completed or conec:ted before final payment. OWNER an inspection of that part of the Work to detennine its shall have seven days after receipt of the tentative certificate status of completion. If ENGINEER does not consider . during which to make written objection to ENGINEER as to that part of the Work to be substantially complete, ENGI. any provisions of the certificate or attached list. If, after NEER will notify OWNER and CONTRACTOR in writ. considering such objections, ENGINEER concludes that the ing giving the reasons therefor. If ENGINEER considers Work is not substantially complete, ENGINEER will within that part of the Work to be substantially c:ompIete, the . fourteen days after submission of the tentative certificate to provisions of JlIU1III3lIhs 14.8 and 14.9 will apply with OWNER notify CONTRACIOR in writing.118Iing the reasons respect to certificalion of Substantial Completion of that tt......r.... If, after COlISideralion of OWNER's ot,j( aioM-, EN. part of the Work and the division of responsibmty in GINEER considers the Wort< substantia1ly complete, ENGI. respect thereof and access thereto. I NEER will within said fourteen days execute and cleliver to 1.0 OWNER and CONTRACTOR a definitive certificate of Sub- 14.10.2. No occupancy or ~ ~on of pan sllUttial Completion (with a revised tentative list of items to be of the Wort< will be accomplished prjor~p1~with completed or conec:ted) reIIecting such cbanges from the the requirements of paragraph S.IS'in' , _ ofpropeny . tentative certificate as ENGINEER believes justified after insurance.. ~.. en ~-~ CODSicIer8tion of any objections from OWNER. At the time of ~', ".-.,..., <- := tllt delivery of the tentative certificate of Substantial Completion , . =-- rll :J: ~ . ENGINEER will deliver to OWNER and CONTRACIOR a FiaallllJ J :tillQO o::~ co ........,........ written recommendation as to division of responsibilities pend- :t:;..-.' .. ing final payment between OWNER and CONTRACIOR with 14.11. Upon written notice from ~R that the respect to security, operaIion, safety. maintenance, heat, utili- entire Work or an asreed portion thereof is comp Ie, ENGI- . ties, insurance and wammties and JlUU3lltees. Unless OWNER NED will make a IinaJ inspection with OWNER and CON. and CONTRACTOR asree otherwise in writing and so inform TRACTOR and will notify CONTRACIOR, in writing of all 39 . paniculars in which this inspection reveals that the Worlt is I CONTRAClOR. incomplete or dQcctivc. CONTRACIOR shall immedialely . take such measures as are neceSSlltY'1O complete such Work or 14.14. If. through no fault of CONTRACTOR. finall:Olll- remedy such deficiencies. plelion of the Wert is sipi/i<:antly delayed and if ENGINEER 50 confirms. OWNER shall. upon receipt ofCONTRACIOR's final Application for Payment and recommendation of ENGI- . FiItiJI App',.......... I'" 1'lqtwJU: NEER. and without tenninating the Agreement. make pay- ment of the baIanc:c due for that portion of the Work fully 14.12. After CONTRAC'lOR has completed all such cor- completed and accepted. If the remaining balance 10 be held by . rections 10 the satisfaction of ENGINEER and delivered in OWNER for Work not fully c:ompIeted or COITIlCted is less than accordance with the Conlt'llCl Documents all maintenlltlCe and the re~ stipula1ed in the A,n:ement. and if Bonds have operating insltuCtions. schedules. guarantees. Bonds. certifi- been furnished as required in pIII1IllI1Iph 3.1. the written con- cates or other evidence ofinsurance required by pantgntph 3.4. sent of the surety 10 the payment of the baIanc:c due for that . certificates of inspection. marlted-up record documents (as portion of the Worlt fully completed and accepted shall be provided in paragraph 6.19) and other documents. CONTRAC. submitted by CONTRAC'lOR 10 ENGINEER with the Appli- lOR may make application for final payment following the cation for such payment. Such payment shall be made under procedure for progress payments. The final Application for the terms and conditions governing final payment. except that . Payment shall be accornpanied (except as previously delivered) it shall not c:onstitute a waiver of claims. by: (i) all documentation called for in the Conlt'llCl Documents. including but not limited to the evidence of insurance required MiIiwr olea-: . by subpantgntph 3.4.13. (ii) consent of the surety. ifanY.lOfinal payment. and (iii) complete and legally effective releases or waivers (satisfactory 10 OWNER) of all Liens arising out of or 14. U. The making and aa:eptance of final payment will filed in c:onnection with the Work. In lieu of such relc:ases or constitute: . waivers of Liens and as approved by OWNER. CONTRAC- 14.15.1. a waiver of all claims by OWNER qainst lOR may furnish receipts or releases in full and an affidavit of CONTRACroR that: (i) the releases and receipts include all CONTRACroR. except claims arisi1tI from unsettled Liens. labor. services. material and equipment for which a Lien could from dQCClivc Work IIl'P"'Irina after final inspection pursu- . be filed. and (ii) all payrolls. material and equipment bills and ant to JI8I'IIllI1lIIh 14.11. from failure 10 comply with the otberindebtedness connected with the WotIr. forwhich OWNER Contnu:t Documents or the terms of any special JlIIIU1IlItees or OWNER's property might in any way be responsible have specified therein. or from CONTRACTOR's continuing 0b- I been paid or otherwise satisfied. If any Subcontractor or ligations under the ConlnlCt Documents; and Supplier fails 10 furnish such a relc:ase or receipt in full. CONTRACroR may furnish a Bond or other collateral salis- 14.15.2. a waiverofallclaims by CONnACTORqainst factoty 10 OWNER 10 indemnify OWNER apinst any Lien. OWNER other than those previously made in writing and . 111111 unsettled. FiatIl ,.,..., I11III " . ~!lI': 14.13. If. lIII the basis of ENGlNEER's observation of the ARTICLE IS-SUSPENSION OF WORK AND . WorIt dlll'iq c:onstruction and final inspectioo. and ENGI. TERMINATION NEER's review of the final IIppI....""" for Payment and . .........""..ying do-o...-.tation as required by the ConlnlCt Documents. ENGINEER is I8Iislied that the WorIt has been cotIII'Ieted 8Dd CONTRACTOR's other ............. under the OWND M., SlaplalWIri: ConlnICt Ilnro_ have been fulfilled. ENGINEER will 15.1. At uy time 8Dd without _. OWNER may __ . within ten clays after receipt of the final AppIu...;"., f~ Payment, indicate in writing ENGINEER's l..c..l..menclation pend the WorIt or any portion thereof for a period of not man: of payment 8Dd present the AJlPIication 10 OWNER for ..y. than ninety clays by notice in writitw to CONnACTOR 8Dd ENGINEER which will fix the date lIII which WorIt will be . ment. At the IIlIIIIC time ENGINEER will also give written resumed. CONTRAC'IOR sbaII resume the WorIt lIII the date notice 10 OWNER 8Dd CONTRAC'IOR that the WorIt is -ept"1)Ie subject to the pnMsions of ~ 14.15. Oth- 10 fixed. CONTRAC'IOR sbaII be aJIowed an ~ in the ConlnlCt Price or an extension of the ConlnICt runes or bath erwiae. ENGINEER will retw1I the AppI~tiooI 10 CON- cliJecdy alllibu1able 10 any lIIICh suspc...;oo ifCONTiv.croR . TRACIOR. inc:li~ in writing the reasons for refusinB 10 n:commeod final payment, in which case CONTRACTOR sbaII makes u .,...,u...d claim It_.l,,, as p<",oided in Articles II IIIIIke the necessary ......diu... 8Dd resubmit the 1\ppI~. 8Dd 12. ~y clays after ~ PJ'CSC!l1JWon 10 OWNER of the AppIic. . \ion 8Dd '':'''''l''llI.ying-~"''''''tation. in llt>In.....;..r. form OWND. M., Jt. . ': and ~ arlitllritli'i~INEER's 1......~_.daIion 8Dd notice of,~y.:tIie..!ftlOUllt ..ecommended by ENOI- 15.2. Upon the _ of any one or man: of the . NEER will"!JeconiC dug:8ad will be paid by OWNER 10 followiag events: .0 - =~ - ..-u ~ r ~1,"", ,- ,=<t 40 co (..)3= I CJ Cl r- - O'"l . . 15.2.1. if CONTRACIOR persistently fails to perform 15.4.2. for expenses sustained prior to the effective date the Worl< in acconlance with the Contract Documents (in- of termination in performing services and furnishing labor, cJudi"ll. bur nOl Jimilalto, failure to supply suflicient sIulJed materials or equipment as required by the Cont""'. Docu. ...orkers or suitable materials or equipment or failure to ments in connection with uncompleted Work, plus fair and . adhere to the progress schedule established under panlgIap/I reasonable sums for overtlead and profit on such expenses; 2.9 as adjuslal from time to time pursuant to panlgIap/I6.6); 15.4.3. for all claims. costs, losses and darnai!es inculTed 15.2.2. if CONTRACIOR disreprds u..... or Regula- in settlement of tenninated contracts with Subcontractors, . lions of any public body having jurisdiction; Suppliers and others; and 15.2.2. if CONTRACIOR disreprds the authority of 15.4,4. for reasonable expenses directly attributable to . ENGINEER; or termination. 15.2.4. if CONTRACIOR otherwise violates in any suf>. CONTRACIOR shall nOl be paid on account of loss of Slantial way any provisions of the Contract Documents; anticipated profits or levenue or other economic loss arising . OWNER may. after giving CONTRACTOR (and the SOlety, OIIt of or ~ting from such termination. if any.) seven days' wrillen notice and to the extent permit- I led by u....s and Regulations, tenninate the services of CONTRACTOR M", SIDp WIri or T.....u..e: CONTRACTOR. exclude CONTRACTOR from the site and take possession of the Work and of all CONTRAClOR's 1S.5. If, through no act or f8JJlt of CONTRACroR. the tools. appliances, construction equipment and machinery at Work is suspended for a period of mOle than ninety days by Ithe site and use the same to the full extent they could be used OWNER or under an order of court or other public 8JJthor. by CONTRACroR (without liability to CONTRACTOR for ity. or ENGINEER fails to act on any Application for trespass or conversion), incorporate in the Work all maten- Payment within thirty days after it is submitted or OWNER . als and equipment stored at the site or for which OWNER fails for thirty days to pay CONTRACTOR any sum finally has paid CONTRACroR but which are stored elsewhele. detennined to be due. then CONTRACIOR may. upon and finish the Work as OWNER may deem expedient. In seven days' written notice to OWNER and ENGINEER. such case CONTRACroR shall not be entitled to receive and provided OWNER or ENGINEER do not lemedy such . any further payment until the Work is finished. If the unpaid suspension or failure within that time, terminate the Agree. halance of the Contract Price exceeds all claims. costs. ment and recover from OWNER payment on the same terms losses and damages sustained by OWNER arisilll out of or as provided in JllUlIII1IPh 1S.4. In lieu of tenninatilll the . resultilll from completing the Work such excess will be paid Agreement and withOllt prejudice to any other right or to CONTRAClOR. If such claims. costs. losses and dam- , remedy, if ENGINEER has failed to act on an Application ageS exceed such unpaid balance. CONTRACTOR shall pay for Payment within thirty days after it is submitted. or the difference to OWNER. Such claims. costs. losses and OWNER has failed for thirty days to pay CONTRACTOR ~lIIIIageS inculTed by OWNER will be leviewed by ENGI- any sum finally detennined to be due. CONTRAClOR may EER as to their reasonableness and when so approved by upon seven day's written notice to OWNER and ENGI. NGINEER incorporated in a CItanae Order. provided that NEER stop the Work until payment of all such amounts due when exen:isillll any rights or remedies under this ~ CONTRACTOR. includillll intelest thereon. The provisions I ~WNER shall not be required to obtain the lowest price for of this pantpaph 15.s are not intended to preclude CON. Work performed. TRACTOR from maltillll claim under Articles II and 12 for an incraae in ConIl2Ct PriceOf' ConIl2Ct Tima Of'~ ~ 15.3. Where CON'TRACroR's SCI.x:es have been SO ter- for expenses or damaae directly attributable:tii .q>~~ 'nated by OWNER, the tcnnination will _ dect any ri8hts lOR's stoppillll Work as permitted by this ~IiM , = r remedies of OWNER apinst CON'TRACroR then ellistiDg c-:. ~': - 0'> r= or which may thereafter accrue. Any retention or ..yment fIl -I("} , -!"':>-- ~ ~ due CONTRACTOR by OWNER will _ ..... .:..':r,-\ ",. ;,l tl J ::!l: ONTRACrOR from liability. AR11CLE 16-DISPUTE RESOumON 0::8 .;=-r. :::.E::' '? ':"=,,,"' ~.4. Upon seven days' written notice to CONTRACrOR ..- 1.....-1 \D ENGINEER. OWNER may, without cause and without Ifand to the ex....t that OWNER and CONTRACrOR have 'udice to any other rilht or temedy of OWNER. elect to 8llI'Oed on the method and procedure for reso1vina disputes terminate the A8R>cmcnt. In such case. CONTRACroR sItaIl between them that may arise under this AarcaI_t. such II'" paid (without dupl~tioa of any items): dispute resolution method and procedure. ifany. sItaIl be as set forth in Exhibit GC-A. ..Dispute Resolution Aarc>cll....t... to be 15.4.1. for .......,Icted and ~.. Work executed in lIlIlIched hereto and made a part hereof. If no such lIIlI ~nt accordance with the ConIlllCt Documents prior to the e1fec. on the method and pI'Ol:Cdure for resoIvinI such disputes .. . tive dale of tcnnination, incIudillll fair and reasonable sums been reached. and subject to the provisions ofpal1llraphs 9.10. for ovetbead and profit on such Work; 9.11. and 9.12. OWNER and CONTRACrOR may exercise . 41 . such rights or remedies as either may otherwise have under the act of the other pany or of any of the other pany's employees . Contract Documents or by Laws or Regulations in respect of or agents or others for whose acts the other party is legally any dispute, liable. claim will be made in writing to the other party within a reasonable time of Ihe first observance of such injury or damage. The provisions of this paragraph 17.3 shall not be . ARTICLE 17-MISCELLANEOUS construed as a substitute for or a waiver of the provisions of any applicable stalute of limitations or repose, Giring Nolin!: CUI1UIIIztj.. RmwIiet: . 17.1. Whenever any provision of the Contract Documents 17.4. The duties and obligations imposed by Ihese General requires the giving of written notice. it will be deemed 10 have Conditions and the rights and remedies available hereunder 10 . been validly given if delivered in person 10 the individual or to the parties herelo, and. in particular but withoullimitalion, Ihe a member of the firm or 10 an officer of lhe corporation for warranties. guarantees and obligations imposed upon CON- whom it is intended, or if delivered al or senl by registered or TRACroR by paragraphs 6,12. 6.16. 6.30. 6,31. 6.32. 13.1, certified mail, postage prepaid, 10 the Iasl business address 13,12, 13.14, 14.3 and 15.2 and all of the rights and remedies . known to the giver of the notice. available 10 OWNER and ENGINEER Ihereunder, are in addition 10, and are nol 10 be construed in any way as a ComplllllliDn DfTimn: limitation of. any rights and remedies available to any or all of . them which are otherwise imposed or available by Laws or 17.2.1. When any period of time is refem:d 10 in the Regu1ations, by special wBlTBnty or guarantee or by other Contract Documents by days. it will be computed 10 exclude provisions of the Contract Documents. and the provisions of the first and include the last day of such period. If the Iasl day this paragraph will be as effective as if repealed specifically in I of any such period falls on a Saturday or Sunday or on a day the Contract Oocwnents in conneclion with each particular made a legal holiday by the law of the applicable jurisdiction. duty, obligation, righl and remedy to which they apply. such day will be omitted from the computation. 17.2.2. A calendar day of twenty-four hours measured PrvflDiDNd F_1I1I4 c- C_lndlulld: . from midnight 10 the neltt midnight will constitute a day. 17.5. Whenever reference is made to "claims. costs,losses Nolin! Df CIIdm: and damages," it shall include in each case. but not be limited . 10, all fees and cluu1les of engineers, architects, attorneys and 17.3. Should OWNER or CONTRAC'lOR suffer iqjury or other professionals and all court or arbitration or other dispute damage 10 penon or propeny because of any enor, omission or resolution costs. . . . 0", Ii tn -- co -. (-=--. :;:::::- . ,.,:;c,_. 0:::0 ('Ibe ,......'ode. of Ibis .... was left blank inlcntioaaIIy.] ~ it .~ JC :.cJ- .......--. "'" -!).2 , " <.0 -.',- =- =-11 - >u I ,. l- :,=<1: ["'~ u u~. <::> - r-- <=> C"\ . . 42 . . EXHIBIT GC-A to General Conditions of the American Arbitration Association. and a copy will be sent to . Agreement Between OWNER and CON- ENGINEER for infonnation. The demand for arbitration will be made within the thiny-<lay or ten- day period specified in TRACIOR Dated paragraph 16.2 as applicable. and in all other cases within a For use with EJCDC No. 1910-8 (1990 eel.) reasonable time after the claim. dispute or other matter in . question has arisen. and in no event shall any such demand be made after the date when institution of legal or equitable proceedings based on such claim. dispute or other matter in DISPUTE RESOWTION AGREEMENT question would be barred by the applicable statule of limita- . lions. OWNER and CONTRACIOR hereby agree that Article 16 16.4. Except as provided in paragraph 16.5 below. no . of the General Conditions to the Agreement between OWNER arbitration arising out of or relating to the Contract Documents and CONTRACIOR is amended to include the following shall include by consolidation, joinder or in any other manner agreement of the parties: any other person or entity (including ENGINEER, ENGI- NEER's Consultant and the officers, directors, qents, em- . 16.1. All claims, disputes and other matters in question ploy... or consultants of any of them) who is not a party to this between OWNER and CONTRACIOR arising out of or relat- contract unless: ing to the Contract Documents or the breach thereof (except for claims which have been waived by the making or accep- 16.4.1. the inclusion of such other person or entity is t ranee of final payment as provided by paragraph 14.15) will be necessary if complete relief is to be afforded among those decided by arbitration in accordance with the Constl1Jction who are already parties to the arbitration. and Industry Arbitration Rules of the American Arbitration Asso- I ciation then obtaining, subject to the limitations of this Article 16.4.2. such other person or entity is substantially in- 16. This agreement so to arbitrate and any other agJ eement or volved in a question of law or fact which is common to those consent to arbitrate entered into in acconIanc:e herewith as who are already parties to the arbitration and which will arise provided in this Article 16 will be specifically enforceable under in such proceedings, and . the prevailing law of any coun having jurisdiction. 16.4.3, the written consent of the other person or entity 16.2. No demand for arbitration of any claim, dispute or sought to be included and of OWNER and CONTRACIOR . other matter that is required to be referred to ENGINEER has 'been obtained for such inclusion. which consent shall initially for decision in accordance with paragraph 9.11 will be make specific reference to this paragraph; but no such made until the earlier of (a) the date on which ENGINEER has consent shall constibJte consent to arbitration of any dispute rendered a written decision or (b) the thirty-first day after the not specifically described in such consent or to arbitration . parties have presented their evidence to ENGINEER if a with any party not specifically identified in such consent. written decision has not been rendered by ENGINEER before that date. No demand for arbitration of any such claim, dispute 16.5. Notwithstanding paragraph 16.4 if a claim. dispute or or other matter will be made later than thiny days after the date other matter in question between OWNER and CONTRAC- I on which ENGINEER has rendered a written decision in TOR involves the Work of a Subcontractor, either OWNER or respect thereof in accordance with paragraph 9.11; and the CONTRACIOR may join such Subcontractor as a party to the failure to demand arbitration within said thirty days' period will arbitration between OWNER and CONTRACIOR hereunder. . result in ENGINEER's decision being final and binding upon CONTRACIOR shall include in all subcontracts required by OWNER and CONTRACIOR. If ENGINEER renders a de- paragraph 6.11 a specific provision whereby the Subcontractor cisian after arbitration proceedings have been initiated, such consents to being joined in an arbitration between OWNER decision may be entered as evidence but will not supersede the and CONTRACIOR involving the Work of such Subcontrac- I arbitration proceedings. except where the decision is accept- tor. Nothing in this paragraph 16.5 nor in the provision of such able to the parties concerned. No demand for arbitration of any subcontract consenting to joinder shall create any claim, right written decision of ENGINEER rendered in accordance with or cause of action in favor of Subcontractor and apinst paragraph 9.10 will be made later than ten days after the party OWNER, ENGINEER or ENGINEER's Consultants that I making such demand has delivered written notice of intention does not otherwise exist. to appeal as provided in paragraph 9.10. '" 16.6. The award rendered by the arbitrato"-MII be final, . 16.3. Notice of the demand for arbitration will be filed in judgment may be entered upon it in anY:'C9Urt Ili'yingjurisdic- writing with the other party to the Agreement and with the tion thereof. and it will not be subject to'iiicilificaIiOn or,J!PPeat. r.")-'. en ~ .1 ~c , f~ a -<1-- :P> 'juJ ::'-Pl =n: o~~ :co co ~ - [The remainder of this JIIlIl' was left blank intentionally.] ::€ -' .. :P C) . \.0 GC-AI . . 16,7, OWNER and CONTRACTOR agree that they shall tion would irrevocably prejudice one of the panics. The first submit any and all unsettled claims, counterclaims, dis, respective thiny and ten day time limits within which to file a . putes and other matters in question between them arising out of demand for arbitration as provided in paragraphs 16.2 and 16,3 or relating to the Contract Documents or the breach thereof above shall be suspended with respect to a dispute submitted to ("disputes"). to mediation by The American Arbitration As, mediation within those same applicable time limits and shall sociation under the Constnlction Industry Mediation Rules of remain suspended until ten days after the termination of the . the American Arbitration Association prior to either of them mediation. The mediator of any dispute submitted to mediation initiating against the other a demand for arbitration pursuant to under this Agreement shall not serve as arbitrator of such paragraphs 16.1 through 16.6. unless delay in initiating arbitra. dispute unless otherwise agreed. . . . . . . . . I en . lJ') <::: C co' ::.::::3: . ' , ~a ~ 1; == -'.1- ~~"-. <er _-1~ , I.D '-J!- ~ I ~ - -u r "-, I- :..:=....:;: W (.....)3:;: C> 0 r- en . . . GC-A2 . . . . . . . . I . . [ThisJlllF was left blank iatcnIionaIly.] . <D (3 -.l :;s::-- 0 -....~ n ~ I )> ::: -i f':l ("':\ .-~. - ===- - G"\ ~ --{ C-, <J :-< ;--. ;t:l:> '~0' . _'-'j ::r: GUll o --. .--=- _. ~ ='1 ~;:.:: c:? ~ Po 0 I.D I . . , . . I I 1347401 SUPPLEMENTARY CONDITIONS wp956 Page I . These Supplementary Conditions amend or supplement the Standard General Conditions of the Construction Contract (No. 1910-8)(1990 Edition) and other provisions of the Contract Documents as indicated . below. All provisions which are not so amended or supplemented remain in full force and effect. Terms used in these Supplementary Conditions which are defined in the Standard General Conditions . of the Construction Contract have meanings assigned to them in the General Conditions, SC-I DEFINITIONS . The ENGINEER's Consultant is Stanley Consultants, Inc., 225 Iowa Avenue, Muscatine, Iowa 52761. Add a new definition after "General Requirements" to read as follows: . "Instruction to Contractor" Same as "Field Order." Add a new definition after "Project" to read as follows: . "Project Manual - volume which includes bidding requirements, sample forms and certain of the Contract Documents such as Conditions of the Contract and Specifications." . SC-2.2. COPIES OF DOCUMENTS . Delete paragraph 2.2 of General Conditions in its entirety and refer to Section 01005 regar,jing copies of Drawings and Project Manuals. 0 -.J ~('_) C;:) SC-3.5. AMENDING AND SUPPLEMENTING CONTRACT DOCUMENTS )>:.:.. ~ TiJ I Delete paragraph 3.6.2 of the General Conditions in its entirety, ;; ;:;; r= ~,. .:t:b ,~~ _fT. :JI: boJ~ SC-4.2-4.3 SUBSURFACE AND PHYSICAL CONDITIONS ~::: S> ~::J! . ~ In the preparation of Drawings and Specifications, ENGINEER or ENGINEER's Consultants h~ relied upon: I 4.2.1 The following reports of explorations and tests of subsurface conditions at the site of the work: . 4.2.1.1 Report dated January 26, 1994 prepared by Terracon Consultants, entitled: "Preliminary Subsurface Exploration, Proposed Wastewater Collection Facilities Improvement, Iowa City, Iowa." The technical data contained in such report upon which CONTRACTOR may rely is boring log and laboratory test I data. 4.2.1.2 Report dated October 6, 1994 prepared by Terracon Consultants, entitled: . "Phase II Subsurface Exploration, Proposed Wastewater Collection Facilities Improvement, Iowa City, Iowa." The technical data contained in such report upon which CONTRACTOR may rely is boring log and laboratory test data. I 4.2.1.3 Report dated December 10, 1996 prepared by Terracon Consultants, entitled: "Willow Creek Interceptor Sewer, Iowa City, Iowa," The technical data con- tained in such report upon which CONTRACTOR may rely is boring log and . laboratory test data, '4.2.1.4 Report dated July 2, 1997 prepared by Terracon Consultants, entitled: "Willow Creek Interceptor Sewer, Iowa City, Iowa." The technical data contained in . such report upon which CONTRACTOR may rely is boring log and laboratory test data. I SUPPLEMENTARY CONDITIONS 1347401 . Page 2 wp956 . Copies of these reports and drawings that are not included with Bidding Documents may be examined at office of Stanley Consultants, Inc., Stanley Building, 225 Iowa Avenue, Muscatine, Iowa or Public Works Department, Civic Center, Iowa City, Iowa during regular . business hours or may be obtained from ENGINEER's Consultant at ENGINEER's Consultant's reproduction cost plus handling charge. These reports and drawings are not part of the Contract Documents, but the technical data contained therein upon which CON- I TRACTOR is entitled to rely as provided in GC-4.2.2 and as identified and established above are incorporated therein by reference. CONTRACTOR is not entitled to rely upon other information and data utilized by ENGINEER and ENGINEER's Consultants in the preparation of Drawings and Specifications. . SC-5.4. CONTRACTOR'S LIABILITY INSURANCE The limits of liability for the insurance required by paragraph 5.4 of the General Conditions shall . provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations: 5.4.1 and 5.4.2. Workers' Compensation, etc. under paragraphs 5.4.1 and 5.4.2 of the General . Conditions: (I) State: Statutory . (2) Applicable Federal '. (e.g., Longshoreman's): Statutory (3) Employer's Liability: $1,000,000 5.4.3, 5.4.4 and 5.4.5. Contractor's Liability Insurance under paragraphs 5.4.3 through 5.4.5 . of the General Conditions which shall also include completed operations and product liability coverages and eliminate the exclusion with respect to property under the care, custody and control of . Contractor: (I) General Aggregate (Except Products--Completed Operations) $2,000,000 (2) Products--Completed Operations Aggregate $1,000,000 I (3) Personal and Advertising Injury (per Person/Organization) $1,000,000 . (4) Each Occurrence (Bodily Injury and Property Damage) $2,000,000 (5) Property Damage liability insurance will provide Explosion, Collapse and Under- I ground coverages where applicable. (6) Excess Liability: . m General Aggregate $9,000,000 If) .-:t ~..".. 0:> :.::?.:: Each Occurrence $1,000,000 . --..;.:;_. '2:.::0 -. , '..;..j- L.:. """ -1~ ~ '..Jt- 1.0 -- II ~ - -(.) L\, f- c::< U (...J ;:= C) 0 .- - m I . I 13474 01 SUPPLEMENTARY CONDITIONS . wp956 Page 3 5.4.6 Automobile Liability: I (1) Bodily injury: \.0 a -.J $1,000,000 Each Person ~c-:' 0 '-~-- n "7il $1,000,000 Each Accident .-- '-.' -f I c-:.--: - ==- - m r -f~'-_ Property Damage: --~ ,,~ ~ ~~ I ",. , .. -['" 2 ,. $1,000,000 Each Accident C;l::D ~ .c-- .~, .. '?? 'I_.;J ..,;.--., ):;: - 5.4.7 Stanley Consultants, Inc., shall be included on policy as additional insureds'! . SC-5.4.10. CONTRACTUAL ENDORSEMENT . The Contractual Liability coverage required by paragraph 5.4.10 of the General Conditions shall provide coverage for not less than the following amounts: (I) General Aggregate $2,000,000 . (2) Each Occurrence (Bodily Injury and Property Damage) $2,000,000 . In addition, the Contractor shall be required to comply with the following provisions with respect to insurance coverage: The entire amount of Contractor's liability insurance policy coverage limits, identified in the policy . and in the Certificate of Insurance, must, under the policy, be available to pay damages for which the insured Contractor becomes liable, or for which the insured assumes liability under the indemnity agreement herein contained, and such coverage amount shall not be subject to reduction or set off by virtue of investigation or I defense costs incurred by Contractor's insurer. The entire amount of the Contractor's liability insurance policy coverage limits shall be payable by the Contractor's insurer, with no deductible to be paid by, or self-insured retention to be attributed to, the I Contractor unless this requirement is waived by the City. Contractor's Certificate of Insurance must set forth the nature and amount of any such deductible or self-insured retention. I If Contractor's liability insurance coverage is subject to any special exclusions or limitations not '::ommon to the type of coverage being provided, such exclusions or limitations shall be noted on the Certificate of Insurance. . The City prefers that Contractor provide it with "occurrence form" liability insurance coverage. If Contractor can only provide "claims-made" insurance coverage, then the Contractor must comply with the following requirements: . If the Contractor changes insurance carriers, or if Contractor's insurance coverage is canceled during the contract period or within two years after completion of the Contract and City's acceptance of the work, Contractor agrees to immediately notify the City of such event. . If Contractor's insurance is canceled or is allowed to lapse during said period, Contractor shall be required to obtain replacement insurance coverage to fulfill its obligation hereunder. I If, during said period, Contractor voluntarily changes insurance carriers or is required to obtain replacement coverage from another carrier, Contractor shall either (I) purchase "tail" coverage from I its first carrier effective for a minimum of two years after inception thereof, or (2) purchase "prior acts" insurance coverage from its new carrier, covering prior acts during the period of this Contract from and after its inception. . ---- SUPPLEMENTARY CONDITIONS 1347401 . Page 4 wp956 "Tail" or "prior acts" coverage so provided shall have the same coverage, with the same limits, as the . insurance specified in this Contract, and shall not be subject to any further limitations or exclusions, or have a higher deductible or self-insured retention than the insurance which it replaces. I The City reserves the right to waive any of the insurance requirements herein provided, The City also reserves the right to reject Contractor's insurance if not in compliance with the requirements herein provided, I and on that basis to either award the contract to the next low bidder, or declare a default and seek specific performance or termination, as the case may be. In the event that any of the pol icies of insurance or insurance coverage identified on Contractor's .~ Certificate of Insurance are canceled or modified, or in the event that Contractor incurs liability losses, either due to activities under this Contract, or due to other activities not under this Contract but covered by the same insurance, and such losses exhaust the aggregate limits of Contractor's liability insurance, then in that event . the City may in its discretion either suspend Contractor's operations or activities under this Contract, or terminate this Contract, and withhold payment for work performed on the Contract. In the event that any of the policies or insurance coverage identified on Contactor's Certificate of . Insurance are canceled or modified, then in that event the City may in its discretion either suspend Contractor's operations or activities under this Contract, or terminate this Contract, and withhold payment for work performed on the Contract. . SC-5.6. PROPERTY INSURANCE Property insurance to the full insurable value of the Work in accordance with paragraph 5.6 of the . General Conditions will be provided by Owner and will be in the completed value form. SC-5.7. BOILER, MACHINERY AND OTHER PROPERTY INSURANCE . Boiler and machinery insurance in accordance with paragraph 5.7 of the General Conditions will be provided by Owner and will provide coverage for the following objects ,subject to the following limits: I Objects to be insured: Reinforced concrete pipe, manholes, slide gates, concrete paving, and other appurtenances . SC-5.9. DEDUCTIBLE PROVISIONS I Such insurance will be subject to the following deductible amounts in accordance with paragraph 5.9 of . the General Conditions: $50,000, SC-6.2 SUPERVISION AND SUPERINTENDENCE CONTRACTOR shall maintain a qualitied and responsible person available 24 hours per day, seven . days per week to respond to emergencies which may occur after hours. CONTRACTOR shall provide to OWNER the phone number and/or paging service of this individual. . SC-6.7 SUBSTITUTE AND "OR-EQUAL" ITEMS C"I A'!fiend thllfsecond sentence of paragraph 6.7.3 of the General Conditions to read as follows: . /,...,,,..., cO :-.::::::..:: .....-0 ;;:'; :r: LJ~GINEER will be the sole judge of acceptability and no substitute shall be ordered, ~--:; <r ,'i~taIled or utilized without ENGINEER's prior written acceptance which will be evidenced by I ~" \.D . -a:ehange Order. " ~ - '-'-...J R' f- -- U'...= ~ as:sQlamended paragraph 6.7.3 remains in effect. r- ~ I en . I 13474 01 SUPPLEMENTARY CONDITIONS . wp956 Page 5 SC-6.8 CONCERNING SUBCONTRACTORS, SUPPLIERS AND OTHERS I CONTRACTOR shall list those persons, firms, companies or other parties to whom it proposeslintends to enter into a subcontract regarding this project as required on the Bid Form and the Agreement. Such identification will not be made public at the bid opening. UJ I - -.J If no minority business enterprises (MBE) are utilized, the CONTRACTOR shall1il~n!sh g o'tiJ documentation of all efforts to recruit MBE's. J>:~' -f '0 -:~ - ==- . SC-6.20. SAFETY - O"l r.-== -I~: , :<.r- ". ..~ _G'1 ::c: l; IJ ~ Add the following language to paragraph 6.20 of the General Conditions: o;c:; '--" <::~...: co ~.".-,; . "CONTRACTOR shall be responsible for initiating, maintaining, and supervisirif all sa@IY precautions and programs in connections with the Work. The OWNER, ENGINEER, and ENGINEER's consultant will not have such responsibility. No action under taken by the OWNER or ENGINEER under General Conditions . paragraphs 15.1 or 15.2, or article 9 will constitute a transfer of this responsibility or acceptance of this responsibility by the OWNER, ENGINEER, or ENGINEER's consultant." I SC-6.24-6.28. SHOP DRAWINGS AND SAMPLES Amend paragraphs 6.24 through 6.28 of the General Conditions by deleting the following words: I "and approval" and "and approve" and as so amended, paragraphs 6.24 through 6.28 remain in effect. . Delete paragraph 6.25.2 of the General Conditions in its entirety and insert the following in its place: I "6.25.2 If CONTRACTOR wishes to propose a variation from the requirements of the Contract Documents and a drawing or sample will be used to help describe the variation, the drawing or sample shall not be submitted as a Shop Drawing or sample, but rather will have specific notations regarding the variation and shall be transmitted to the ENGINEER with a I letter describing all aspects of the variation, including any effect the variation will have on work of separate contractors, if any, and its effect, if any, on the Contract Price or Contract Time. If ENGINEER determines that the variation will be acceptable, the variation will be . authorized by a Change Order executed by the OWNER and CONTRACTOR." Delete paragraph 6.27 of the General Conditions in its entirety and insert the following in its place: . "6.27 ENGINEER's review of Shop Drawings or samples shall not relieve CONTRACTOR from responsibility for any variation from the requirements of the Contract Documents; nor will any review by ENGINEER relieve CONTRACTOR from responsibility for errors or . omissions in the Shop Drawings or from responsibility for having complied with the provisions of paragraph 6.25.1. " SC-14.2 APPLICATION FOR PROGRESS PAYMENT . Add the following paragraphs after paragraph 14.2 of the General Conditions to read: . Such Application for Payments shall be accompanied by Statements of Account Status prepared and executed by all persons or firms who have provided labor, materials, or equipment to the CONTRACTOR, and its Subcontractors, on account of and for use in the construction of the I improvements pursuant to this Contract. Such statements shall be collected from all Subcontractors and material and equipment suppliers by the CONTRACTOR, shall be made on the form provided by the OWNER and shall be reviewed and/or approved by CONTRACTOR prior to submission. CONTRACTOR shall also provide, for submission with Application for Payment, satisfactory . SUPPLEMENTARY CONDITIONS 1347401 . Page 6 wp956 evidence that all of the CONTRACTOR's employees and those of its Subcontractors have been paid in . full. Each contract entered into by the CONTRACTOR for the performance to work or provision of I labor, material or equipment to the project shall contain a provision of the effect that the other contracting party shall provide at the CONTRACTOR's request statements of account status for submission to the OWNER, and acknowledging that the OWNER has no obligation to payor secure . payment of any sums to such other "contracting party on account of labor, material or equipment provided to the project. Based or Application for Payments periodically submitted to it, the OWNER shall make . progress payments to CONTRACTOR, calculated as hereafter provided. The OWNER shall deduct from the estimated value of work done 5 % of such amount, as security for the payment of liens and claims against the project as provided by Chapter 573 of the Iowa Code, and as partial security for . fulfillment of the Contract by CONTRACTOR, and shall deduct from the balance all previous payments made to the CONTRACTOR, all sums chargeable against the CONTRACTOR and all sums to be retained under the provisions of the Contract. Each Application for Payment shall include a certified statement on forms to be provided by . the OWNER showing the amount of Iowa sales tax and use tax paid by the CONTRACTOR and its Subcontractors on all materials which have become a component part of the Work, ,I SC-16 DISPUTE RESOLUTION Mediation with each party paying their portion of the mediator's fees, which shall be neutral and I mutually agreeable to all parties. In the absence of agreement on said mediator, the disputes shall be resolved in law or equity. SC-17 MISCELLANEOUS I Add the following paragraphs to read: I Compliance with OSHA Regulations 17.6 The Contractor and all subcontractors shall comply with the requirements of 29 CFR 1910 I (General Industry Standard) and 29 CFR 1926 (Construction Industry Standard.) The Contractor and all subcontractors are solely responsible for compliance with said regulations. Employment Practices . 17.7 Neither the Contractor or its subcontractors, shall employ any person whose physical or mental condition is such that its employment will endanger the health and safety of themselves or . others employed on the project. Contractor shall not commit any of the following employment practices and agrees to include the . following clauses in any subcontracts: 0'0 To discharge from employment or refuse to hire any individual because of sex, race, color, If) (':::-" 0:> ,t:el~ion, national origin, sexual orientation, marital status, age, or disability unless such . "'~'-:;... j!isability is related to the job performance of such performance or employee. ,~ '..J- r. ~ ~ - ~ " oq '....: , To.discriminate against any individual in terms, conditions, or privileges of employment . ==.: \.0 c"b~use of sex, race, color, religion, national origin, sexual orientation, marital status, age or =-." - [ :1 I- :":'!liS,ability unless such disability is related to job performance of such person or employee. -= u (...:;~ 0 r- a . 0"> . .- 1347401 SUPPLEMENTARY CONDITIONS I. wp956 Page 7 Contract Compliance Program (Anti-Discrimination Requirements). . 17.8 For all contracts and subcontracts of $25,000 or more, the Contractor and all affected subcontractors shall abide by the requirements of the City's Contract Compliance Program, which is included with these Specifications beginning on page CC-1. . Restriction on Non-Resident Bidding or Non-Federal Aid'Projects 17.9 The Contractor awarded the project together with all subcontractors shall be required to . complete the form included with these specifications (and entitled the same as this section) and submit it to the Owner before work can begin on the project. Note that these requirements involve only those projects not funded with Federal monies. . Construction Stakes . 17.10 The Contractor shall be responsible for the preservation of stakes and marks. Any necessary restaking will be at the Contractor's expense and will be charged at a rate of $75 per hour. I END OF SUPPLEMENTARY CONDITIONS . 1.0 0 -.J 0 ~C-:l n '"li ---- ~ .J-' I G--: - ~ - en ,~ --!c j -...:- ". V~J --' _r"1 :K I 0:::: 0:> .;,:.:J -...... <-~ :J:- - -..J . . . I . . . . . . 1.0 0 -.J Statement of Account StatuS ~G C) n ~ . l>=~ -f , Project: 0-' - = O"l ~ , -:c-: , General Contractor: -(;- ",. odi] . :"r-o :I: 0;;:; '..d The City of Iowa City ha= undertaken a project to constf~2t '?? certain wastewater treatment facilites, including the -' :J . construction of a new interceptor for which it has contracted with . (hereinafter Contractor) As par t 0 f its contract management and administration, the City is taking preventive and precautionary steps to protect itself . and the project from undue clains and liens for labor, materials, or equipment. The City is required by Chapter 573 of the Iowa Code to retain, and will retain, from each progress payment and I from the final payment due to Contractor a sum equal 5% of each such payment. The fund so created is by law required to be used to pay valid claims for labor, material, and equipment supplied to the project, provided such claims have been properly filed . wiht the City as required by Chapter 573. In addition, the City is authorized, but not required, by its construction contract with the Contractor to suspend the work and/or to retain I additional amounts from progress payments and/or from the final payment to Contractor ,if the amount of outstanding and/or potential claims and liens exceeds 5% of the value of work . completed, or the contract price, as applicable. The said const~uction contract further requires Contractor to periodically provile information to the City regarding the status of all outstanding accounts which the Contractor and its subcontractors I have for labor, materials and equipment supplied to provide such information to the City on behalf of you or your firm. I Although your submission of this statement may operate to protect the interests of you or your firm, the City is not hereby undertakinq any Obliqation to protect your interests, or those of your firm or any other party providing labor, materials, or . equipment to the project, and the City's construction contract with Contractor so provides. If you or your firm have a claim against the Contractor or a subcontractor on this project for an I unpaid account, you are advised that you must file a claim as provided in Chapter 573 of the Iowa Code on order to protect your interests. , Information Requested: On the form hereafter provided, please provide information as to the status of the account which you or your firm have with the Contractor for the provision of labor, . materials or equipment to the above mentioned project. Utilize a separate form sheet for accouts with subcontractors of Con tr actor. I . CA-38 . . Project: . General Contractor: Name of Contractor or subcontractor to whom labor, materials, or . equipment have been supplied: Total price or contract price of labor, materials and/or I equipment to be supplied, if known: $ Amount billed to date: $ . Amount of last billing: $ Amount paid to date: $ . Date of last billing: $ la. IsContractor's/subcontractor's account with you or your I firm paid up or current? Yes No b. I f not, state the amount now owed to you or your firm. . $ 2a. Do you have a potential claim or lien under Chapter 73 of I the Iowa Code for labor or materials or equipment supplied to this project? Yes No b. If so,state the amount of such potential cla'.m. $ . 3a. Have you filed a claim or lien for labor or material or equipment supplied to the project, pursuant to Chapter 573 I of the Iowa Code? Yes No b. If so, state the date of filing and the amount of each such claim or lien. I State which, c. if any, of such claims or liens remain unpaid and outstanding, and the unpaid amount of each such claim . or lien. Information requested in 3b ~-.:3 c. should be typed on a separate sheet and attached ~~reto. I 0"'. If) :% w .-- I, .::.::0 .~" . .. ~ :1 1 ;;:: I.:J- Submitted by: I ~.t "'" _i')~ , 'I .~ '" 1-- ~ \D - On behalf of: == - -w ~ n f- :=< . ""= u (..;.~ 0 a Date: r- en . CA-39 . . I Contractor must sign off on each statement. . Reviewed and approved by: I Reviewed by: Date: I Contractor comment (optional) : . UJ - -.J 0 0 I :E~' n "Ul b- -f - - n., - = - O"l f'=" -Ie t! I -'~ ". '~ ',' ':""'f'l :u: J ' a::D '?? . ,\ ~:=;: ~;.. )> - . Cf) . I II II I . I , I . . CA-40 . . RESTRICTION ON NON-RESIDENT BIDDING OF NON-FEDERAL AID PROJECTS . PROJECT NAME . TYPE OF WORK DATE OF LETTING . A resident bidder shall be allowed a preference as against a non-resident bidder from a state or . foreign country which gives or requires a preference to bidders from that state or foreign country. That preference is equal to the preference given or required by the stale or foreign country In which the non-resident bidder is a resident. "Resident bidder" is defined as a person authorized to transact business in this state and having a place of business within the state, and has conducted business . for at least six months prior to the first advertisement for the public improvement. In the case of a corporation, the above requirements apply as well as the requirement that the corporation have at least fifty percent of its common stock owned by residents of this state. I This qualification as resident bidder shall be maintained by the bidder and his contractors and subcontractors at the work site until the project is completed. . I hereby certify that the undersigned is a resident bidder as defined above and will remain such from . the start of the project until its completion. . a <.0 COMPANY NAME --.; ;::('j 0 J:-. ::: n '?J -f . CORPORATE OFFICER 0_- - '= -- ' --Ie; 0'1 '= -~-- J TITLE - ,. """ t~, _rr. ::t: :it.; D~ I ~-=- S9 ,~ :z:,:-' - co . I . . I I I I . - ~ o 0 ::::: C) n cv=:l >= -f C'J ~.-:' ~ := . ~;:. ;c.. ~~ r;-I .... "UJ 0"'-""; ~.-! _-.,... co " ~~'" . ~-' ~ . I . I . I . i I CITY I 'I OF il IOVVJ\ . ,. CITY I I I, , I . . . TABLE OF CONTENTS . PAGE . SECTION I General Poli.cy Statement 1 SECTION II Assurance of Compliance 2 I SECTION III Suggested Steps to Assure 9 Affirmative Action . SECTION IV Definitions 12 \.D I - -.J C;. 0 ::5:(-'.1 n Uil >=": -f " ' - ~ -. . - 0'\ ~ -;':-:- J . -0('-' ",. ~lll ' " _Pi ::!l: a::.:J 1""=' ::E -, co ",",p . .. l:-- - co . . I . . . . I . - - - . CC-l . I SECTION I . GENERAL POLiCY STATEMENT It is the policy of the City of Iowa City to assure equal employment opportunity . in all City contract work. This policy prohibits discrimination by the City's contractors, subcontractors and vendors, and requires them to take affirmative action to ensure that applicants employed or seeking employment with them are treated equally without regard to race, color, creed, religion, national origin, I sex, sexual preference, disability, marital status, and age. It is our intention to administer this policy in such a manner as to assist I employers who are contractors or subcontractors with the City in designing and implementing Affirmative Action Programs so that all citizens will be afforded equal accessibility and opportunity to gain and maintain employment. . PROVISIONS: 1. All vendors requesting to do business with the City, and all City I contractors, subcontractors, and consultants, must submi t an approved Equal 'Employment Opportunity Statement. . z. All City contractors, subcontractors or consul tants wi th contracts of $Z~,OOO or mor~ (or less if required by another governmental agency) must abitle by the requirements of the City's Contract Compliance Program. Emergency contracts are exempt from this provision. . J. Contracting departments are responsible for assuring that City contractors, subcontractors and vendors are made aware of their I EEO/Affirmative Action reporting responsibilities and receive the appropriate reporting forms. A notification of requirements will be included in any requests for proposal. I 4. Prior to commencement of work, the completed Equal Employment Opportunity Statement or required material must be received and approved by the City. . 5. Contractor compliance during the course of the contract with the City of Iowa City will be monitored by the contracting department. . 6. Once a contractual relationShip exists between a contractor and the City, ~s with any contractual provision, the City retains the right to withhold payment on a contract pending satisfactory performance in the areas of . Equal Opportunity and Affirmative Action outlined at the time of contract 'award and/or to disqualify a contractor from future.bidding for a ipecified periOd of .time.o ;; ::;::0 n '-eij . :;:>~ -t = 0- , - ~ en J --:c ::t~ -<~'- """ J . =-!:.:: 3: -= 0;::",::, 0:> :~ -::-9 -;:.-'" J;: - en I I . I I --- - CC-2 . SECTION II - ASSURANCE OF COMPLIANCE III The following sets forth the minimum requirements of a satisfactory Affirmative. Action Program which will be reviewed for acceptability. PLEASE RETURN PAGES Z THROUGH 5 OF THIS SECTION TO THE CONTRACTING DEPARTMENT PRIOR TO THE EXECUTION OF THE CONTRACT. CONTRACTOR, PLEASE CHECK THE APPROPRIATE STATEMENT: III 1. ___ This contract is federally funded (paragraphs a-g apply) III 2. ___ This contract is not federally funded (paragraphs a-c apply) . During the performance of this contract, the contractor agrees as follows: (For I the purposes of these minimum requirements, "contractor" shall include consultants and subcontractors.) a. !h! contractor will ~ discriminate against any employee or applicant for III employment because of race, color, creed, religion, national origin, sex, sexual preference, disability, marital status, and age. The contractor I will take affirmative action to ensure that applicants are employed, and that employees are treated d~ring employment, without regard to their race, color, religion, sex, national origin, sexual preference, disability, marital status and age. Such action shall include, but not be limited to. the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of payor other forms of compensation; and selection for training, inClUding. apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the contracting officer setting forth the provisions of this I nondiscrimination clause. b. The contractor will, in all solicitations or advertisements for employees placed by or 'onbehalfOf the contractor, state that all qualified I applicants will receive consideration for employment without regard to en race, color, creed, religion, national origin, sex, sexual preference, ,,~' : :~i~bility, marital status, and age.. . ;~: c~ iT~l? cont:actor ~ ~ !2 ~ labor union or ~epresentative of workers bo, -or W:1:tn whIch he or she has a collective bargalning agreement or other. =,0, I.Oc~tract or understanding, a notice, to be provided by the agency = ;:c~tracting officer, advising the labor union or workers' representative L1, u ~f~the contractor's commitments under this section and shall post copies of ~ tne notice in conspicuous places available to employees and applicants fori' C'\ . emp 1 oyment. d. !h! contractor ~ comply ~ ill provisions of Executive Order No. 11246 III of September 24, 1965, and of the rules, regulations, and relevant orders I of the Secretary of Labor. , e. The c~ntractor will furnish ill information and reports required bY'! Executlve Order No. 11246 of September 24, 1965, and by the rules, I regulations and orders of the Secretary of Labor, or pursuant thereto, and wi 11 permi t access to hi s or her books, records, and accounts by the I contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. . I . CC-3 . f. In the event of the contractor's noncompliance. with the nondiscrimination Clauses-or-thTS contract or with any of such rules, regulations, or orders, . this contract may be cancelled, terminated, or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order No. I 11246 of September 24, 1965, or by rule, regulation, or order of tbe Secretary of Labor, or as otherwise provided by law. I g. The contractor will include the provisions of paragraphs (1) through (7) in every subcontra~r purchase-order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order No. 11246 of September 24, 1965, so that such provisions I wi 11 be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as may be di rected by the Secretary of Labor as a means -of enforcing such . provisions including sanctions for non-compl iance: Provided, however, "that in the event the contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such I direction, the contractor may request the United States to enter into such litigation to protect the interests of the United States. Yes No . 3. Have you written an Equal Employment Opportunity policy statement? - - . a. If YES, where is this statement posted? I 1..0 a -.J ~!:""J C) n '7IJ -,..", . -f II -- -; ~= b. Please provide a copy. n.-: - -- O"l ,~ ..--:.--. , .,~ . Sample statements are available upon request. :-<r. ". r-:9 ~: _P"i ::J:: i1 ~ ij OX ") . -~ en .~ :;: -~~ - en 4. What is the name of your Company's Equal Employment Opportunity . Officer? (Please print) . Phone number Yes No . S. The undersigned agrees to display the following posters at the worksite, conspicuously placed, for the duration of the contract. . - - EEOC!OFCCP Poster Age Bias Poster I Wage Discrimination Poster . NOTE: The City can provide assistance in obtaining the necessary . posters. CC-4 . .... Q.... > VI .- VI ....... Q .... ... Q c.. ~Cl Cl ::l ::1.,-= 111 ... VI~ ... VI" - '" ., - CD ~ . .... I "''0 ., c:r "'''' - ...... - n 0 - . ::- ....-., < o. 3," '" -- - ::r - - ... .- :I'::r 111 - ., -... .. -.... n ::r '" n ,.. ...,c:'l 111111 ::I n 111 '" - '" - .. - ::0 c:I 0 ' 111 .. '" ., .. - -= 111-= ..... n .. ... VI ., '" c....- ._ '" ...< 0 ...0 n ,- - - II> - Cl n 2: -'" ., -., - .. Cl ~ - ",.. I c:r .. Cl - - .. ... ... .. ::I ::I ..., "'", ., c: - '" '" ., .'" .. ... - ... ::I '" ., ., - - ::I ... '" ::> 111 .. ... .. '" n '" '" > ;;:'... ., ... ... C lit - - - '" .... ........ - ., - IlI_ I - . .. Q ::I l! .. % n '" ... II> .... - -'" ::II:T I - . ... n'" ~3: ~.. ... '1:l - - .. .. III I, '" .... .... - Cl ::I .. 'Q .. '" I - .... ... ::r II ..; '" III S '" .... - III ..:: m <:r :>C - - 111 I II> .... c:r - 111 % - 3 (;1 Cl m :( . . 3: 3: '" ... '0 - .- ... ~ III Q III '" -c ... 3: 3: '" I - m III ::I % 0 .... ., ., III .. - .... .. III I ... - .., ..; .... BUI .... '" c:I - ~ .. .... '" ::r . III ... :z VI .... . .. 3: := - <= ::I n 0 .... ., ... - 0 L ,- ."nt;r .. % . - - VI - ., -'" .. ,,:-~ 0 ::..=- 0'" .. UI III _-:I::' , :::~ B.... 3: ::I ;; !. ~. 0.. - Co ii ~ -;>:: .. "'. ~ % =.' -a. Cl <= . ~ . ,- 0 :=(;1 m - - ::I :1'''' ..., = :'-u -::I ....0 - fY- , - ':( ;;:~ -c::o :z .- - 2 ,:..; ;;;: . lOll> .... ~. 0 % - . s: :::. ., =.... 0 0 ::z: ... VI m_ .. ... 3:% Cl .. ::on ::I . B .-:= '" mm '0 - ::0 III to ,...,'" '<0 ."n!:;' .. :3:m 111 ., -.. .,. lit 0." .. .- I 1I '" '" 0 0\ 0.. -c I .. "'. ~ :3: CD -a. '" . 0 :;: ::> :1'''' .... -::> . ;;:~ . 0 ., . CC-5 I 7. How do you currently inform applicants, employees, and recruit- I ment sources of your equal employment opportunity policy? . . I . . Yes No - I 8. Do .you provide a working environment free of harassment and intimidation for your female and minority employees? - - I 9. Do you provide nonsegregated facilities and company activities for all employees? - - . 10. If you rely in whole or in part upon unions as a source of your, workforce, are they aware of your commitment to affirmative . action and equal employment? - - a. How do you make them aware of this commitment? \D -.J I a C) :::;CJ n ~~D .,-. --' ~ , n..< - = O"l ~ . :C"~ J -<r- ". r_~ :'f"l :::n: JUt 5:~ :--;) <?? ~--P ...::::--... . :z:,. - co The above responses to questions 1 through 10, are true and correctly reflect . our affirmative action and equal employment policies. The employment figures and goals contained within the Table (#6) are true and accurate and we will make every effort to achieve the goals which we set. . Firm/Company Name Phone Humber I Signature Title . Print Name Date . HOTE - PAGES 2 THROUGH 5 ARE TO BE RETURNED TO THE CONTRACTING DEPARTMENT PRIOR TO EXECUTION OF THE CONTRACT. I --- . CC-6 INSTRUCTIONS for completing the chart located on page 4,question #6, GOALS &1 TIMETABLES. Job Classification definitionsll l. Complete the EXISTING EMPLOYMENT section. appear on pages 7 & 8. of women an~ Z. The statistics, located below, indicate the AVAILABILITY minorities in your recruitment area. Compare these statistics with your current employment figures. If statistics are available per jO~ classification, then make your comparisons in that manner, if the statistics are not broken down, compare your total minority and female work force figures with the total availability statistics. . i) Johnson County labor force statistics: Z.05% minority 44.04% female ii) A more detailed breakdown by job cIassification may be . available for your location. This information may be 3. obtained from the Ch,n Rights Specialist. I If your current employment percentages for women and minorities, either in a particular job classification or as a whole, is lower than the statistic~ indicate is available, then UNDERUTILlZATION of either minorities 0 females exist. - 4. If UNDERUTILIZATIDN exists, determine the number of women or minoritie~ needed to make your work force percentages equal to the availabi1it statistics. This figure represents your GOAL to increase minority and female representation. If you do not have statistics by job classificatio~ set a goal in the job classification you are most likely to- have employe movement in. , 5. When, during the length of the contract, will you attempt to achieve thi,slll goal? - that is called a TIMETABLE, and should appear in the GOALS TO INCREASE MINORITY AND FEMALE EMPLOYMENT SECTION. NOTE - DEFINITIONS for capital ized words in the above narrative, appear i. Section IV of this document. . . 0'\ . tr) <t ....."" ~ :..::~ i'='1 <Xl ZO E.1f :!C '"I~I- <r ._..J~ . - ," )1- . 1.0 ~ '-w ~,-... - fl" ,- .=:.~ ," -:;. U ':..)~ . 0 0 <- 0'\ . - - .-- I CC-7 I JOB CLASSIFICATION DEFINITIONS - TO BE USED IN COMPLETION OF QUESTION #6, pg. 4 l. Manaoer's and Administrators: Occupations requiring. administrative personnel who set broad pol ides, exercise overall responsibil ity for execution of these I pol icies, and direct individual departments or spec i a 1 phases of a fi rm 's operations. Includes: officials, executives, middle management, plant managers, department managers, superintendents, salaried supervisors who are members of I management. 2. Professionals and Technicians: Professional s are considered to be persons . working in occupations requiring either college graduation or experience of such kind and amount as to provide a comparable background. 3. Technicians: Technicians are those whose work requires a combination of basic . scientific knowledge and manual skill which can be obtained through about two years of post high school education, such as is offered in many technical schools and junior colleges, or through equivalent on-the-job training. I 4. Office and Clerical: All c1 eri ca 1-type work regardless of the level of difficulty, where the activities are predominantly non-manual, though some manual work not directly involved with altering or transporting the products is I included. Includes: bookkeeper.s, cashiers, collectors, messengers, office helper, office machines operator, shipping and receiving clerk, stenographers, typists, secretary, telephone operators. I 5. Skilled Crafts:. Manual workers of a relatively high skill level, having a thorough and comprehensive knowledge of the processes involved in their work. . They exercise considerable independent judgment and usually receive an extensive period of training. Includes: building trades, hourly paid foremen and leadmen who are not members of management, mechanics and repairmen, skilled machinery occupations, electricians. . 6. Sa 1 es Workers: Occupations engaged wholly or primarily in direct sell ing. Includes: advertising agents and sales agents, insurance agents and brokers, real I estate agents and brokers, sales agents and sales clerks, grocery clerks, cashier-checkers. 7. Ooeratives (Semi-skilled): Workers who operate machine or processing equipment . or perform other factory-type duties of an intermediate skill level which can be mastered in a few weeks and require only limited training. Includes: apprentices, operatives, attendants, delivery and route drivers, truck. and tractor drivers, . dressmakers, weavers, welders. 8. Laborers (Unskilled): Workers in manual occupations which generally require no I special training. They perform elementary duties which may be learned in a few days and which require the application of little or no independent judgment. Includes: garage laborers, car washers, gardeners, 1 umber workers, laborers performing lifting, digging, mixing, loading and pulling operations. I 0..0 - -.l 9. Service Workers: Workers in both protective and non-pr~~~sti~ s~~vice occupations. Includes: attendants, clean-up workers, janitors;;guardS, w~i~ers . and waitresses. ~- ;;:; ::= ~J'- " '-, 10. Aoorentice: Persons employed in a program including work tratni~g a:nd r.elated instruction to learn a trade or craft which is traditionally an=~p'pre~iceship, . regardless of whether the program is registered with a Federal Qf.-Sta~ agency. )0" \.D . . CC-8 11. Trainees (On-the- jOb): Production.., persons engaged in formal trainin. I for ,craftsperson when not trained under 'apprentice programs, operatiY, laborer, and seryice occupations. I MINORITY GROUP IDENTIFICATION American Indian or Alaskan Native: all persons haying origins in any of th'l original peoples of North America and who maintain cultural identificatiol through tribal affiliation or community recognition. Asian and Pacific Islanders: all persons having origin in any of the origina III peoples of the Far, East, Southwest Africa, the Indian SUbcontinent, or th' Pacific Islands. . Black: all people having origins in any of the Black African racial groups no,lIr of Hispanic origin. Caucasian: (Not of Hispanic origin), includes persons havi'ng origins in any 0 I the original peoples of Europe, North Africa, or the Middle East. , Centra I ' Hispanic: all persons of Mexican, Puerto Rican, Cuban, South or Amerlcan, or other Spanish Culture or origin, regardless of race. . These definitions and identifications should be retained for future use. . . . I I en . l::- :::r: ~,,-- c:> ~,~ " ---..... '-<=== ::::::0 ~1,a ~ :<.1- . - -or ;-,I~ , c~::;:...:' 1O --'f- ~ - ,-'W ~~ >- =< . i '= u c..)~ C) I r- 0 0"> . . . . \D - -.J CC-9 a C) I ::.:: c-j " ~ -- -< u ~ .......-: ~ - SECTION III - SUGGESTED STEpS TO ASSURE AFFIRMATIVE A'cTlotf' ~ J ........... ~= I -" ;0. !: d ~ 1. COMPANY POLICY :":rr, =n: o:::J co r~ <:::::.:: - Determine your company's po 1i cy regarding equa I J::emp I ~ent and . affirmative action. Write this po Ii cy out and post it in a conspicuous place so that it is known to all your employees. Furthermore, disseminate the policy to all potential sources of I employees and to your subcontractors asking their cooperation. The policy statement should'recognize and accept your responsibility . to provide equal employment opportunity in all your employment pract ices., This responsibility should include: I .correcting any and all discriminatory practices and conditions which presently exist -taking appropriate remedial actions to correct past inequities I .taki ng a resul ts.ori ented approach, in other words, affirming the policy through actua I mi nori ty and female hires and by I maintaining a "single standard" principle in your unit so that employees are evaluated, recognized, developed and rewarded on a fair and equitable basis. I In regards to ,di ssemi nat i on of this policy, thi s can be done thro'ugh the use of 1 etters to all recruitment sources and subcontractors, personal contacts, and employee meetings. . 2. EQUAL EMPLOYMENT OPPORTUIlITY OFFICER I Designate an equal employment opportunity officer or at minimum someone should be given the responsibility of administering and promoting your company's affirmative action program. Thi s person should be placed within your organizational structure so as to I emphasize the importance of the program. 3. INSTRUCT STAFF . Your company personnel staff should be aware of and required to abide by your affirmative action program. All employees authori zed to . hire, supervise, promote and discharge employees or recommend or are involved in such actions should be trained and made to comply with your policy and the current equal employment opportunity laws. . 4. RECRUITI1ENT (A) Let potentia I employees know you are an equal employment . opportunity employer. This can be done by identifying yourself on all recruitment advertising as Itan equal employment opportunity emp loyer". . (6) Use recruitment sources that are likely to yield minority and fema I e group app I ;Cants. Word-of-moulh recruitment will only I . CC-IO perpetuate the current composition of your workforce. I Recruitment sources 'that fail to send minorities and females shou 1 d be eva 1 uated for continued use. Send all recrui tment . sources a letter annually which reaffirms your commitment to equal employment opportunity and requests their assistance in helping you hire minorities and females. I (C) Analyze and review your company's recruitment procedures to identify and eliminate discriminatory barriers. . (D) Select and train persons involved in the employment process to use objective standards and to support affi rmati ve action goals. . (E) PeriOdically review job descriptions to make sure they actually reflect major job functions and do not require higher I qual ifications. (F) Review the job i1Pplication to insure that only job related questions are asked. Ask yourself "Is this information. necessary to judge an applicant's competence for performing the job applied for?" (G) Only use jOb-related tests which do not adversely affect any I particular group of people. (H) Carefully monitor interviews and interviewees' actions. Biased III and subjective judgments in personal interviews can be a major source of discrimination. 5. APPRENTICESHIP AND OTHER TRAINING . Where applicable, you should assure that full use will be made of any III existing labor/management sponsored programs designed for the. purposes of recruiting and training minority and female applicants and employees. I 6. MOIIITOR All POLICIES AIm PRACTICES 0"1 In order to assure your policy is effective, at least twice per year. "t) .<:;: a review of the following should occur: ' '1'+:1,. co ~o-.. ~, _..... _0'" 2::0 -APPLICANT FLOW - a record for each applicant, indicating the I 11',: ;:r: :..JJ- \..,--" "'" .-})..::. person's name, race, sex, referral source, date of application, " '--'1- position applied for, and disposition (hired or not hired) c:-= ; UJ == - .'-.:.;, -HIRES by race, sex, department, job title and starting salary fi,:;p f- -=...~ -PROMOTIONS and TRANSFERS by race and sex 111 C.J ;'"--):::: CJ -DISCHARGE and TERMltlATlONS by race, sex, reason for di scharge r- 0 O"l and termination. Review of the above information will allow you to determine' discrepancies that exist, if any, within your work place. Such discrepancies could include different starting salades for men and. women doing similar jobs, inconsistent and arbitrary discharges or . . I CC-ll promotions and transfers. F,urthermore, a review of this information . could indicate" a need to either seek additional or new recruitment sources to obtain a wider selection of applicants. I NOTE: Forms for monitoring practices and policies are available upon request from the City's Civil Rights Specialist 7. SET GOALS . Once the policy has been determined, and the practices are monitored accordingly to determine actual results, goals may need to be set if . your workforce still falls short of having a representative number of minorities and females relative to their availability in the community. Goals to hire or promote minorities and females should be set once per year and these goa 15 should be communicated to the I appropriate employees. Increasing and/or improving your minority and female workforce I representation can also occur through improved hiring and selection procedures, which have already been discussed, and through non- biased promotion, transfer anq training policies. . In regards to the latter three, companies must make sure procedures for selecting candidates for promotion, transfer and training are based upon a fair assessment of an employee's abil i ty and work . record. Furthermore, all companies should post and otherwi se publicize all job promotional opportunities and encourage all employees to bid on them. . lO I a -.J ~.-.. 0 n i1~ .:i>=: -f C")-( - <n=o I -, " en = -1,'"-, L ;<r-- ;boo ."'" __ fT' ::!l: :., iJo a.::::; j-":=::-' :::;::;:: co .....>f3 . -. P <J1 0 . . . . I . CC-12 SECTION IV - DEFINITIONS I The definitions typed In all capital letters refer directly to the . City's contract compliance program. The other definitions are for your own information. . AA: I Affirmative Action AAP: I Affirmative Action Program. an active, planned effort to bring more minorities and women into the organization at all levels through non- discriminatory hiring and promotions, and to apply the same benefits . and opportunities to all wor~ers. The affirmative action program is the practical action taken to implement the equal employment policy. ADVERSE IMPACT: I A company may have a policy which, although applied neutrally, has a negative or adverse Impact upon a particular group of employees. An I example would be a minimum height requirement that is not job-related and could possibly eliminate a high percentage of Orientals and women. APPLICANT FOR EMPLOYMENT: I A person who completes a formal application form, or by some other means (resume, letter, request, etc.) indicates a specific desire to . be considered. for emp I oyment. An APPLICANT LOG should record requests for employment made in person whether or not an application form is completed. . APPLICANT FLOW DATA OR APPLICANT LOG: A numerical compilation of employment app I i cants showing the specific numbers of each racial, ethnic and sex group, who applies . for each job title (or group of job titles requiring siml lar qualifications) during a specified time. AVAILABILITY: I The percentage of minorities or women who have the skills required for entry into a specific job or classification, or who are capable . of acquiring the required skills. BFOQ-Bona Fide Occupational Qualifications: O"l The law allows employers to hire or promote by sex in rare cases . :.n ,_~here a worker of a certain sex is really needed for the job. This Is b.. co 2:2ointerpreted narrowly, to mean that sex.related anatomy is required - t:.: :z: L',!::::;for instance, It is legal to hire a man if you need a bass singer or a c:r: . r \.D .::; ~ma I e mode I; a woman if you need a soprano or a mode I for women's ==4 .-ucIothes. It is not legal to specify a man for so.called "heavy" == - I'J_, f- _= <[work; if I t can be proved that there I s no woman who can do the work; u ~E;BFOQ may exist. The problem with the BFOQ Is that employers may be .. 0 .- _ trapped by stereotyped thinking Into a belief that a job can only be m done by one sex when that Is not necessarily true - and the employer Is then vulnerable to discrimination complaints. It is safer to test . the capacity of Individual app I I cants, regardless of sex, making I . CC-13 <.D I - -.J CJ C) :::c:: c"') '71l - _.- -I sure that you test only for the Ql.Ialities required by the j~~:anc:t.:-nob . for more strength (or whatever) than is actually required. -Ice 0"\ ~ -<1-- :r;::.. ~~ ~ ,~ ::r: 'J-I.! BLACK: . . ~:::,~ co. :c"J I The preferred term for people of Afro-Amer1can her1tage. T:lie"term 1S a philosophy of life that indicates pride 'in the African h;r:itag~and culture, un Ii ke the more outdated and sometimes derogatory terms . "Negro" or "colored person." BUSINESS NECESSITY: . A term sometimes used by employers who argue that sex is a BFOQ for a . given job. Title VII gives "business necess ity" to the BFOQ by saying, in Section 703(e): "It shall not be an unlawful employment practice for an employer to hi re... classi fy... or employ any I . individual.. .on the basis of his reI igion, sex, or national origin in those certain instances where religion, sex or national origin is a bona fide occupational Qual ification reasonably necessary to the I normal operation of that particular business or enterprise." This is narrowly interpreted, For instance, one airline claimed flight attendants or stewardesses had to be women because a survey . showed that passengers wanted comforting and friendliness from stewardesses, and women were better constituted than men to be comforting and friendly. The Court said this was not a business I necessity. The airline was in business to transport people safely from one place to another. The flight attendant's job was not connected with the airline's major function and the "business necessity" arguments could not be used. Even if the f1 i ght I attendants were all male and all surly, the airline could carryon its normal operation of safe transport. I CHICANO: A male Mexican-American. The female is called "Chicana." Both are included in the larger group known as SSA' s , or SpaniSh-surnamed I Americans. CIVIL RIGHTS ACT OF 1964: Overall, the Act outlaws discrimination against women and minor! ties . in employment, voting, public accommodations, public education, the use of pUblic facilities, etc. This is a Federal act passed by the U. S. Congress. . For affirmative action purposes, the point of interest is Title VII of the Act, which prohibits discrimination in employment and creates the federal Equal Employment Opportunity Commission (EEOC) for ., enforcement purposes. Title VII was amended in 1972 to broaden thl! number of private . employers. In addition, the EEO Act included stilte and local governments and pol iticill subdivisions under Tit Ie VII coverage, prohibited discrimination in Federal employment with enforcement . given to the U. S. Civ i I Service Commission, and created a central coordinating body between all anti-discrimination enforcement agencies, . . CC-14 COMPLIANCE: III As used in this document, compliance refers to employment practices which are in 1 ine with the Iowa City' Contract Compl iance II requirements. These requirements are indicated on pages 1-5. CONFIDENTIALITY: I Information or reports obtained by or submitted to the Civil Rights Specialist in the course of monitoring the City of Iowa City Contract Compliance Program will not be disclosed to the public when such disclosure would serve no public purpose and would give advantage to . competitors of the contractor from whom the report has been received; however, such information may be disclosed to a governmental agency conducting an investigation involving alleged illegal discriminatory . practices and the contractor or parties charged in accordance with the Iowa City ordi'nance pertaining to Human Rights. CONTRACTING OEPARTMENT: III The City of Iowa City department that is handling the particular contract. DEPARTMENTAL SENIORITY: . In some companies, disadvantaged workers have traditionally been isolated in' a few departments where jobs were poorly paid and . promotional bpportunities were nonexistent. The only way out was to transfer to another department, but some companies and unions specified as part of their collective bargaining agreements that I workers who transferred could not carry their accrued seniority into the new departments. Instead, they had to begin as if they were newly hired workers. Disadvantaged groups have challenged policies of departmental seniority, saying the policies tend to lock them into . the old departments and minimize their opportunity. Courts have generally agreed with the complaining workers. Furthermore, if the employer's intent is not discriminatory but the effect of the system . is discriminatory, and if the employer is so notified but does not change the seniority system, the EEOC will deduce that the employer intended to discriminate. Antidiscrimination agencies and I disadvantaged workers prefer plantwide seniority, which allows workers to maintain the seniority they have earned from the date of hire if they transfer to new departments. OISCRIMINATION: II 111 ega 1 treatment of a person or group whether intent i ona I or unintentional based on race, color, sex, age, national origin, I rel igion, creed, marital status, sexual preference or disabi 1 ity. The term also includes the failure to remedy the effects of past discrimination. o . a <i' " Q') OJ:SPARATE TREATMENT: c,_" ~Upe:qual or dissimilar treatment of employees similarly situated :-:~; :O:!J:'ec'ause of their race, sex, age, or other impermissable basis. II r __'r-- ~: ~ ..-..;:::) :r_~ t; ;::;::2: . -- 0 ._.J::~ a r- - C"I I . 1.0 o -.J _ 0 . CC-lS:::"~ n "":";1 ';-"-J -4 "tl n-; - = .:- ' 0"\ r== --ll~ .j EEO: ' :<.r-' m=, . A general term meaning "equal employment opportunity." =- Pl :';;: '." o ::0 ~=';] ~~ co _-!"..l- EEOC: ~ <Jl The Equal Employment Opportunity Commission, a federal cagency I created by Title VII.to enforce the Civil Rights Act of 1964. It also enforces the amendments passed in the EEO Act of 1972. The EEOC does not perform routine compliance reviews.. Generally, it acts only I when a complaint is filed against an employer by an aggrieved job . applicant, employee, group of employees, or organization authorized I . to represent aggrieved employees. I EEO-1 FORM: . A form which must be filled out by private employers with 100 or more employees and sent to the EEOC once a year. Employers report how I many minorities and women they have ,as officials and managers; professionals; technicians; sales personnel; office and clerical workers; skilled craftsmen; semi-skilled operatives; laborers; . service workers. EEO-2 FORM: III Corresponding form on apprentices in each trade or craft, broken out by race and sex. This report must be filled out annually by joint labor-manaQement apprenticeship committees which have five or more apprentices, at least one supporting employer with more than 25 I employees and at least one union sponsor with 25 or more members or a union hiring hall. I EEO-3 FORM: ' The same as EEO-2, but filled out each year by local unions. EXECUTIVE ORDER 11246: III Issued by President Johnson in 1965. It says employers with government contracts or subcontracts may not discriminate on the basis of race, color, religion or national origin. Sex was omitted I in this order, but added by Executive Order 11375. Therefore, many people refer to this order as "Executive Order 11246 as amended." . GOAL: A target number or percent of women and minorities to be hired, promoted or transferred to various job classifications (as defined . on pages 7 and 8) within a given periOd of time. The number is usually computed by the number .of available and Qualified disadvantaged workers in the labor area. I A "goal" should not be confused with a "quota." A quota is a ceiling figure designed to require hiring a certain number of a particular group to the exclusion of others. "We will take !:!.e'12 10% women in III this job category but no more." A goal is a floor, a minimum number of people to be included in -- e.g., "we will take at least 10% women in this jab category." -A Quota may be designed to keep things . basically as they were, including only token numbers of the "others". A Quota mayor may not be appropriate under law, depending on whether past discrimination existed. A goal is designed to alter the status I . CC-16 quo.over time. Setting and achieving goals turns a company's equal . employment opportunity statement into a reality. . GOOD FAITH EFFORT: . Employers sometimes say they have made a good faith effort in affirmative action but "we could not find any qualified...". Courts I tend to look carefully at this defense on the basis that regardless of intent, if workers have been hurt the law must make them whole. Accordingly, good faith efforts should be made in all areas of employment including but not limited to: . a. employment advertisements b. internal and external dissemination of the company's EEO policy I and affirmative action program c. designation of a company EEO officer d. development of and implementation of non-biased employment practices (hires, promotions, transfers, discharges, ~mployee I benefi ts, etc.). ,Employers must keep a written record of such actions in order to show . good faith effort. NOTE - For more detailed information please discuss this with the . City's Civil Rights Specialist. JOB-RELATED QUALIFICATIONS ' If an employer says a High School degree is needed for the job, it I must be true. The employer may have to prove that it is impossible for the large majority of workers to.'do the job adequately without a High School degree. At one time" employers often required higher I skills than necessary in a conscious effort to keep out disadvantaged applicants; others required the higher skills without discriminatory intent but the result was the same. The new emphasis on job-related . qualifications makes room for employers to demand the skills they do ' require, but forbids the old, unnecessary escalation. MINORITIES: I All persons classified as American Indian, Alaskan Native, Asian or Pacific Islander, Black or Hispanic. NEW HIRE: . ~ A worker added to an establishment's payroll for the first time, a .~ I' e, en ::::~FCCP' I...:er-., c:::::C . ~.' ~ ~J-:The Office of Federal Contract Compliance Programs, U.S. Department ~ :.J>"of Labor. It is responsible for enforcing Executive Order 11246 as ~: ~ ._uamended. . nIl f- .=< b, g '-.';:;OLD BOY NETWORK: ~ OSlang term which refers to hiring by word of mouth, which used to be, . the way the good jOb openings were known only by white males. Therefol'e it was only white males who got them. The word "old" in this usage does not refer to age, but to long acquaintances. Affirmative action tries to weaken the exclusionary effect of the . rl I CC-17 I network by requiring employers to actively recruit in minority and women's organizations and media,' and by requiring goals for the III hiring and promotion of minorities and women. PROTECTEO CLASS CATEGORIES: I Those groups of people protected bY. the laws against discrimination, In Iowa' City, the protected categories are: race, color, creed, religion, sex, age, national origin, disability. marital status and I sexual preference. The latter two categories are not included in the area of housing. (Sexual harassment has been determined to be a discriminatory practice affecting both males and females.) I RECOMMENDATION FOR COMPLIANCE: The recommendation made by the Civil Rights Specialist to the appropriate persons certifying that a contractor has satisfactortly I completed all bid conditions, as specified by the City of Iowa City Contract Comp Ii ance Program. RECRUITMENT: . A search for job applicants: Help wanted ads and contacting employment agencies are typical recruitment steps. . REHIRE: To return a wor~er to the payroll after a complete break in service. I REMEDIAL ACTION: Actions undertaken by an employer to remedy the effects of past discrimination. Often it is affirmative action but in more stringent doses. For instances, if black workers are 25% of the workforce in a III contractor's labor area, affirmative action might require that the contractor hire 25% black workerS. Remedial action might be to hire 50% black workers until the contractor is at parity, or 25% black III 'WOrkers in all job categories. REQUISITE SKILLS: .. Those skills that make a person eligible for consideration for employment in a jOb. REVISED ORDER: III Guidelines issued by the OFCCP outlining what employers must do to comply with Executive Qrder 11246 as amended. . REVISED ORDER 14: Internal guidelines issued by the OFCCP which instruct their own compliance officers in conducting a compl iance review. The ordU . also outlines what documents' employers must make available.?-~~ ~ ~~:l government's compliance officer. :::.o'-=- ....... , .v__ ~ SELECTION: S'~~ c; J': I The hiring process which comes after recruitment and intervi~ws:: Il! \;,~ this step the employer decides who will get the jOb. oS.; CD '0 ~_.. .- ~ Y' eJ' . 0 I . CC-18 · SSA: . Spanish-surnamed American. SYSTEMATIC DISCRIMINATION: . One or more practices which have many discriminatory off-shoots so that an entire organization screens out disadvantaged workers in the end. An example would be department seniority, described on page 14. III TU1ETABLES: A time frame within which an employer tries to reach the established . affirmative action goals. UNDERUTILIZATIDN: ' Emp I oyment of members of a race, ethni c or sex group ~ n a job or job I group at a rate below their availability within the company's recrui tment area. Dependi ng on the jOb, recrui tment area may be local, regional or national. III VALIDATION: Process of determining whether tests given for employment in a . certai n job actually predict good or bad performance on the job. (See "Job-Related Qualifications" on page 16.) Validation is designed to eliminate false criteria which screen out disadvantaged . groups. At the same time, validation protects the employer's right to hire only those workers ...ho are qualified. The validation is ordinarily done by an independent organization with expertise in that area. I WORD-OF-MOUTH ADVERTISING: Similar to Old Boy Network. Employers run the risk of perpetuating . the effects of past discriminatory practices if they maintain a word- of-mouth recruitment policy. Since this policy relies upon current employees informing friends and relatives of vacancies, and since past discrimination often has substantially restricted minority.. group representation in an employer's workforce, it follows that non-minorities will be included in the flow of information regarding job openings at a higher rate than minorities. Such discrimination . may also result from word-of-mouth recruiting, as where information about jOb openings is disseminated by male department heads limiting the likelihood that females will be apprised of employment . opportunities. . o o <:( ~.\ CA '-"':: . ~,=I ::::0 fli'~ - L:.1- "'---'-- .q _.!.>-: =., co 'co;- . ~~-' ;: :_~ ~ l~:;:::J U :- "';::.... a .~- ~ a . . I I 1347401 ADMINISTRATIVE PROVISIONS wp956 SECTION 01005 - Page 1 I PART 1 GENERAL . 1.01 WORK COVERED BY CONTRACT DOCUMENTS A. Work of this contract comprises general construction including demolition, construction of I interceptor and lateral sewers, construction of reinforced concrete structures, removal and replacement of pavement, surface restoration, and other related work located at Iowa City, Iowa, for the City of Iowa City, Iowa, OWNER. . B. Selected connections to existing sanitary sewer system will be made but not placed in service under this Contract. See details on Drawings where temporary plugs are required. OWNER will remove temporary plugs and activate new connections in future when South Wastewater Treatment Plant is I expanded. '-0 - -.J 1.02 AGREEMENT C) <::> ~c-j n ="':J -- --'- I A. Construct Work under single unit price Agreement. 0........: - = O"l !-~ -i(~) , 1.03 WORK BY OTHERS :<,-' ",. J~~1! _[TO == . A. OWNER will award additional prime contracts for related project improvemen~:::: en 1::Y :t;, U1 B. CONTRACTOR shall be aware that additional contractors will perform related work at'Sttes . generally described as South Wastewater Treatment Plant. Construct various improvements on site, none of which directly connect to work on Willow Creek Interceptor. . 1.04 WORK SEQUENCE A. Construct Work in stages to accommodate OWNER's requirements during construction period; co- ordinate construction schedule and operations with OWNER. . B. Specific schedule requirements are specified in Agreement. . 1.05 CONTRACTOR USE OF PREMISES A. Limit use of premises to Work and construction operations, to allow for OWNER occupancy, work . by other contractors, and public access. B. Coordinate use of premises under direction of OWNER. . 1.06 UNIT ADJUSTMENT PRICES A. Unit adjustment prices will be used to adjust Contract Price "Cast-In-Place Concrete Structures" . lump sum items for additions to or deductions from quantities required by Contract Documents. B. Unit adjustment prices apply only to additions to or deductions from quantities required by Contract Documents made necessary by unforeseen conditions or changes deemed necessary or desirable by . ENGINEER or OWNER during construction. Additions or deductions necessary to accommodate equipment furnished and installed under Agreement shall be made by CONTRACTOR at its expense, and unit adjustment prices shall not apply. . 1.07 APPLICATIONS FOR PAYMENT A. Submit 3 copies of each application to ENGINEER on Application and Certificate for Payment. . I ADMINISTRATIVE PROVISIONS 13474 OJ I Page 2 - SECTION 01005 wp956 1.08 COORDINATION . A. Coordinate Work of various sections of Specifications to assure efficient and orderly sequence of . installation of construction elements, with provisions for accommodating items installed later, B. Verify characteristics of elements of interrelated operating equipment are compatible; coordinate Work of various sections having-interdependent responsibilities for installing, connecting to, and I placing in service, such equipment. 1.09 FIELD ENGINEERING . A. OWNER will provide field engineering services to establish construction limits, sewer and pavement replacement grades, lines, and levels, by use of recognized engineering survey practices. Survey I services will also be provided to determine existing grade elevations for establishing sewer depth of cut for payment purposes. 1.10 BUILDING CODES, PERMITS, AND APPLICATIONS I A. Obtain and pay for all construction permits and licenses including, but not limited to, those listed below. OWNER shall assist CONTRACTOR, when necessary, in obtaining such permits and licen- I ses. I. NPDES permit coverage under Iowa DNR's General Permit No.2 for "Storm Water Discharges Associated With Industrial Activity for Construction Activities" including following: a. Preparation of effective Stormwater Pollution Prevention Plan in accordance with Iowa . DNR requirements. b. Preparation and filing of complete Iowa DNR "Notice of Intent for NPDES Coverage Under General Permit." . c. Preparation of "Public Notice of Storm Water Discharge" and publication in 2 newspapers per Iowa DNR requirements. d. Submit required information and direct questions to: Cl -<! Storm Water Coordinator (MonicaWnuk) I CJ ~ Iowa DNR .......:,;- en :";0 900 E. Grand Avenue L-=' u-: . L ::;:;: " .1>- Des Moines, IA 50319-0034 '_~i- , ~ 2;: 'Withdrawal of groundwater for construction dewatering shall be registered with Iowa DNR by =~ ~_.',;;:> t- ;-:)preparation and filing of Form 20, "Registration of Minor, Nonrecurring Use of Water." . [' ~-. g - Submit form and direct questions to Water Supply Section (Warren Riekenberg) at Iowa DNR. s:; 3. Construction dewatering wells shall be permitted by Johnson County by preparation and filing of "Water Well Application/Permit Form." Submit form and direct questions to Johnson . County Health Department (Hillary Maurer). 4. Construction dewatering wells shall be recorded as plugged or abandoned with Johnson County by preparation and filing of "Abandoned Water Well Plugging Record." Submit form and . direct questions to Johnson County Health Department (Hillary Maurer). 5. Permit for construction in Dane Road right-of-way shall be obtained from Johnson County Secondary Road Department. 6. Permits for demolition and for building shall be obtained from City of Iowa City Housing and . Inspection Services (Ron Boose). B. Pay all railroad inspection fees necessary for prosecution of Work. Pay all charges of utility service . companies for connections to Work. OWNER will pay all charges of such companies for capital costs related thereto. C. Give all notices and comply with all laws, ordinances, building and construction codes, rules, and . regulations applicable to Work. If CONTRACTOR observes that Specifications or Drawings are at I ----- II -----.-.- 13474 01 ADMINISTRATIVE PROVISIONS wp956 SECTION 01005 - Page 3 I variance therewith, give ENGINEER prompt written notice thereof, and any necessary changes shall I. be adjusted by appropriate Modification. D. If CONTRACTOR performs any Work knowing or having reason to know that it is contrary to such I, laws, ordinances, rules, and regulations, and without such notice to ENGINEER, CONTRACTOR shall bear all costs arising therefrom; however, it shall not be CONTRACTOR's primary re- sponsibility to make certain that Bpecifications and Drawings are in accordance with such laws, ordinances, rules, and regulations. I E. OWNER and ENGINEER's Consultant will take primary responsibility in applying and paying for permits listed below. CONTRACTOR shall provide input as required and shall comply with any special conditions required by permitting authority. I I. Iowa Department of Natural Resources: Wastewater Construction Permit. 2. Corps of Engineers permit for Willow Creek crossing, Iowa River crossing, and for,,!,!,etland related work. 0 ~ 3. Iowa Department of Transportation permit for U.S. Highways I and 921 sewer:crossmg.and . other work in right-of-way. >=; -! _~~ 4. CRANDIC Railroad permits for sewer crossings and for other work on railroao' pr~rty.7= 5. Johnson County flood plain development permit. ::::!~-= ~ I 6. City of Iowa City flood plain development and grading permit, ~ ~ 5: ~ , " o~,.} 1.4 ~-=- co ,~;t 1.11 EXISTING CONDITIONS TELEVISION RECORD ~ _. ;;, CI I A. Prior to construction, CONTRACTOR shall perform television recording along routes of new sanitary sewers. Recording shall document significant features that may be affected by construction activity. . B. Provide labor, equipment, and materials for televising and complete video taping of routes of sewer. C. Viewing shall be in upstream direction along each sewer route. Recording shall be consecutive and I continuous along sewer route. D, Personnel and equipment: I I. CONTRACTOR shall furnish equipment, supplies, and materials necessary to complete Work described in these Specifications. 2. Equipment that does not give proper results shall be replaced. I E. Television camera and other components shall provide clean, clear, and sharp picture. F, Video tape: . I. Provide complete video record of areas along routes of new sewers, Video tape cassette produced shall be compatible with OWNER's video equipment. 2. Produce video tape recordings of sufficient quality to allow proper in-house viewing with II minimum of distortion; no image tearing. 3. Provide voice narration on video tapes to document following information: a. Name of city, street, and date upon which television inspection was made. I. b. Description of special features, i.e. cracked pavements, special landscaping, etc. 4. Stop camera at special features for minimum of 10 seconds to allow for photographic documentation. 5. Deliver video tapes to ENGINEER who, after review, will deliver tapes to OWNER for II permanent records. 6. Label each tape to identify sewer and limits of coverage. II G. Recording procedure: I. Camera shall be moved at uniform rate consistent with amount of detail being recorded. 2. Take necessary steps and adopt procedures to ensure optimum viewing conditions. , ADMINISTRA TIVE PROVISIONS 1347401 I Page 4 - SECTION 01005 wp956 H. Television recording of existing conditions is considered incidental to sewer construction and I separate payment will not be made for television recording. 1.12 TAXES I A. Pay all sales, consumer, use and other similar taxes required to be paid by it in accordance with law of place of Project. I B. After delivery to site of items on which CONTRACTOR is required to pay such taxes, CONTRAC- TOR shall submit to OWNER statement of such taxes paid, I C. OWNER will reimburse CONTRACTOR for taxes included in such statements. 1.13 JOB SITE ADMINISTRATION I A. CONTRACTOR shall provide competent, suitably qualified personnel to survey and layout Work and perform construction as required by Contract Documents. CONTRACTOR shall at all times I maintain good discipline and order at site. B. Except in connection with safety or protection of persons or Work or propeny at site or adjacent I thereto, and except as otherwise indicated in Contract Documents, all Work at site shall be perfor- med during regular working hours, and CONTRACTOR shall not permit overtime work or performance of Work on Saturday, Sunday, or any legal holiday without OWNER's written consent given after prior written notice to ENGINEER. . C. CONTRACTOR shall designate one or more employees to be its representative(s) for airport safety. Named representative(s) shall become familiar with airport safety and procedural requirements and . cooperate and coordinate fully with airport manager. Representative(s) shall be on site and provide direction and control whenever construction work, material or equipment deliveries, or vehicle or personnel access is required in runway protection zones shown on Drawings, I D. Incompetent or incorrigible employees shall be dismissed from Work by CONTRACTOR or its representative when requested by ENGINEER, and such persons shaH not again be permitted to return to Work without written consent of ENGINEER. . E. Workmanship shall be of best quality. 1.14 COPIES OF DRAWINGS AND PROJECT MANUALS . A. After Notice of Award, CONTRACTOR may obtain, at no charge, maximum of 5 complete sets of full-size Drawings, as listed in project manuals, and 5 sets of project manuals. . B. Additional copies of project manuals and full-size Drawings may be obtained under following conditions: I I. Project manuals: a. Furnished at ENGINEER's Consultant's reproduction cost plus handling charge, 0 b. If CONTRACTOR's requirement for additional project manuals necessitates reprinting of Cl ::::project manuals, CONTRACTOR shall pay entire cost of such reprinting. I -F'- en ;c.E;Partial sets of project manuals will not be provided. 1..=......: :::2. :Eotl-size Drawings: ~ e to ~ <r :a'.>-Complete sets of full-size Drawings may be purchased from ENGINEER's Consultant at " I , \.0 " :::. ~ENGINEER 's Consultant's reproduction cost plus handling charge per set. ......._~ = l- ~:~.<Complete sets of reproducible prints of full-size Drawings may be purchased from ~ , ....=b u r...;;3;ENGINEER's Consultant at ENGINEER's Consultant's reproduction cost plus handling C) 0 h I r- _c arge. en I I 13474 01 ADMINISTRA TIVE PROVISIONS wp956 SECTION 01005 - Page 5 I C. Revised Drawings and project manuals, if required, will be provided by ENGINEER to show authorized changes or extra Work under following conditions: I I. Project manuals: Furnished at no charge, in same quantity as original issuance. 2. Full-size Drawings: a. One revised, complete set of full-size Drawings will be issued, at no charge, for each I full-size set originally issued, and for each full-size set purchased by CONTRACTOR after Notice of Award, up to 4 copies maximum. b. One full-size reproducible set will be issued to accommodate fifth and subsequent sets purchased by CONTRACTOR. CONTRACTOR shall use reproducible set to complete I printing for additional Drawings in its possession. 1.15 REFERENCE STANDARDS I A. For products specified by association or trade standards, comply with requirements of standard, except when more rigid requirements are specified or are required by applicable codes. I B. Date of standard is that in effect as of Bid date, or date of Agreement when there are no Bids, except when specific date is specified. I C. When required by individual Specifications Section, obtain copy of standard. Maintain copy at job site during submittals, planning, and progress of specific work, until Substantial Completion. D. Abbreviations used in Drawings and Specifications are as specified in ANSI Y I and IEEE 260. I E. Schedule of references: I. AASHTO - American Association of State Highway and Transportation Officials . 2. ACI - American Concrete Institute 3. ANSI - American National Standards Institute 4. ASME - American Society of Mechanical Engineers 5. ASTM - American Society for Testing and Materials I 6. AWS - American Welding Society 1.0 -.J 7. AWWA - American Water Works Association a 0 8. CLFMI - Chain Link Fence Manufacturers Institute <c: n "?:J J:> =~ -f . 9. CRSI - Concrete Reinforcing Steel Institute ~-c - = 10. FM - Factory Mutual System --.J ~.. O"l c= " " II. FS - Federal Specification :<r- ".. 1'?a 12. IEEE - Institute of Electrical and Electronics Engineers -", ::I:: " - . 0;:;:: Q:) ~ 13. NEMA - National Electrical Manufacturers' Association ~:::; 14. NFPA - National Fire Protection Association ;t;- en 15. OSHA - Occupational Safety and Health Administration Cl . 16. PCA - Portland Cement Association 17. SSPC - Steel Structures Painting Council 18. UBC - Uniform Building Code I 19. UL - Underwriters' Laboratories END OF SECTION . I I I ----- ---- . \D - -.J 1347401 MEASlJREMENT_A~ PA~MENT I wp956 SE0TipN &I025.!l'age I C')-: en ,= PART 1 GENERAL -1C: , -(r- ;po ::Tn =-1'1 :n: ," 1.---' . 1.01 REQUIREMENTS INCLUDE 0::-.0 a> ~J ~:::;:: A. Items of Work described herein are specifically listed in the Agreement for se{a'rate m~surement I and payment. B. No other items of Work required by Contract Documents shall be measured or paid for as a separate item, but shall be included as part of listed unit price item to which Work pertains. Failure to list I all such related Work in the following descriptions of unit price items shall not invalidate this stipulation. I C. CONTRACTOR shall measure unit price quantities for payment and submit to ENGINEER. 1.02 DESCRIPTION OF UNIT PRICE ITEMS . A. Mobilization; lump sum (LS): Price includes mobilization costs. A maximum payment of two and one-half percent of total extended prices will be made for this item. Payment shall be made along with first monthly payment after commencement of major construction. Includes field offices and I project sign. B. Lateral Sanitary Sewers; linear foot (LF): Unit Price includes all costs for furnishing, handling and I laying pipe, pipe bedding materials, carefully placed backfill to depth of one foot over top of pipe, special fittings, trench excavation, dewatering, sheeting, shoring, groundwater barriers, remaining backfill with job excavated material, utility repair, repair and replacement of traffic control devices, water, gas, telephone, TV cable, fiber optics, utility company charges for temporary relocations, I supports or bracing, temporary connections, piping and pumping for bypassing sewage flow as necessary to maintain service, infiltration and exfiltration testing, temporary plugs, c1eanouts, and incidental work except surface restoration, pavement replacement and connections to existing I system. Includes costs for temporary potable water suppl y to properties with private wells affected by dewatering activities. Includes removal, transportation and disposal ofremoved pavements and excess excavated material. Length will be measured along center line of pipe with no deduction for manholes. Payment will be made for various depths of cut measured to invert of pipe and diameters . listed. This payment description also applies to sanitary sewer service pipe. C. Interceptor Sewers; linear foot (LF): Unit Price includes all costs for furnishing, handling and . laying pipe, mitered fittings, PVC liner, pipe bedding materials, haunch materials, remaining backfill with job excavated material, groundwater barriersAND SEALING OF EXPOSED FACES OF REFUSE MATERIAL IN Mesquakie Park, special fittings; trench excavation, dewatering, sheeting, shoring, utility repair, repair arid replacement of tratlic control devices, water, gas, I telephone, TV cable, fiber optics, utility company charges for temporary relocations, supports or bracing, temporary connections, piping and pumping for bypassing sewage flow as necessary to maintain service, infiltration and exfiltration testing, field jointing, spark testing, and incidental . work. Includes costs for temporary potahle water supply to properties with private wells affected by dewatering activities. Includes temporary removal and replacement of storm sewers and appurtenances where necessary for trench excavation, Includes transporting and stockpiling of trench excavated material suitable for bedding and backtill. Includes clearing, grubbing, and tree . removal considered incidental. Includes saw cutting, removal, transportation and disposal of removed pavements and excess excavated material. Includes removal and reinstallation of existing fence, and fence to mark limits of construction area. Length shall be measured along centerline of I pipe between P.Ls with no deduction for manholes or mitered bends. Measurement shall be to outside faces of, and not through, the following structures: East Siphon Structure and West Siphon Structure. Measurement shall not include jacked, augered, or tunneled crossing lengths and siphon I pipe between East and West Siphon Structures shown on Drawings. Payment will be made for various depths of cut measured to invert of pipe and diameters listed. Measurement for. eccentric increasers shall be for larger diameter. I MEASUREMENT AND PAYMENT 1347401 I Page 2 - SECTION 01025 wp956 D. Siphon Pipe; linear foot (LF): Unit Price includes all costs for furnishing, handling and laying pipe, I pipe bedding materials, carefully placed backfill to depth of one foot over top of pipe, remaining backfill, special fittings, trench excavation, dewatering, sheeting, shoring, and infiltration testing. . Includes removal, transportation and disposal of excess excavated material, river sediment control measures, temporary dikes or coffer darns. Length shall be measured along centerline of pipe between East Siphon Structure and West Siphon Structure, Payment will be made for diameters . listed. E, Lateral Sanitary Sewer Manholes: I. Standard; each (Ea): Unit price includes all costs for furnishing and installing manhole, I excavation, dewatering, sheeting and shoring, concrete, waterproofing, watertight lids, chimney seals, stub pipes, flexible watertight connections, frame and lid, backfilling, and miscellaneous associated work for manholes zero to 8' deep measured from top of lid to invert of lowest I sewer, Payment will be made for various diameters listed. Does not include manholes paid under "Connections To Existing System." 2. Extra Depth; linear foot (LF): Unit price includes costs for depth in excess of 8' for standard manholes as measured from top of lid to invert of lowest sewer. I 3. Drop Connections; each (Ea): Unit price includes additional costs over standard manhole costs for excavation, concrete, dewatering, pipe and fittings, and miscellaneous associated work to construct drop connection. Does not include drop connections paid under "Connections To I Existing System". F. 42" Interceptor Sewer Manholes: I. Standard; each (Ea): Unit price includes all costs for furnishing and installing PVC-lined . manhole, excavation, dewatering, sheeting and shoring, concrete, waterproofing, watertight lids, chimney seals, stub pipes, flexible watertight connections, frame and lid, backfilling, and miscellaneous associated work for manholes zero to 8' deep measured from top of lid to invert I of lowest sewer. 2. Extra Depth; linear foot (LF): Unit price includes costs for depth in excess of 8' for standard manholes as measured from top of lid to invert of lowest sewer. I 3. Drop Connections; each (Ea): Unit price includes additional costs over standard manhole costs for excavation, concrete, dewatering, pipe and fittings, and miscellaneous associated work to construct drop connection. G. 54" and Larger Interceptor Sewer Manholes: I I. Standard; each (Ea.): Unit price includes costs for furnishing and installing side-saddle PVC lined tee, PVC lined precast platform, PVC lined precast riser, frame and lid, steps and drop I connection from connection to pipe barrel to top of side-saddle tee. Includes excavation, Cl dewatering, sheeting, shoring, concrete, bedding, waterproofing, watertight lids, chimney seals, a f1ex.\ble watertight connections, backfilling and miscellaneous associated work. Standard (,...:.... 6', m~le shall be up to 16' measured from the top of lid to invert of tee. I L::..~ :~ ~xtr3 depth; linear foot (LF): Unit price includes costs for depth in excess of 16' for standard it ~ ,'" ~ ocr mlumole as measured from top of I id to invert of tee. ~;::J <1. D~Qp connection; each (Ea.): Unit price includes furnishing and installing lateral sewer tee and I '=n - .qrop pipe. Includes excavation, dewatering, backfill and miscellaneous associated work to r,,' I- " W (.so~truct drop connection. Cl H.G;'Road ~d Railroad Crossings (Augered or Jacked); linear foot (LF): Unit price includes all costs for . material, labor, excavation, dewatering, sheeting and shoring, jacking, augering or tunneling, furnishing and installing casing pipe, sewer, bedding, backfill, f1aggers, warning lights, barricades and incidental work for each crossing listed. Does not include traffic control which is paid for . separately. Includes coordination with railroad owner and meeting all requirements of permits issued by railroad owner. At CONTRACTOR's option, additional length of sewer may be installed by jacking, augering or tunneling. Payment for additional length shall be paid at the contract unit . price for lateral or interceptor sewer as appropriate, for the applicable size and depth. Includes . I 1347401 MEASUREMENT AND PAYMENT I wp956 SECTION 01025 - Page 3 payment to CRANDIC Company for flaggers, inspectors, and other items required in permit agreement except for permanent crossing fee which will be paid ~y OWNER. . I. Connections to Existing System; lump sum (LS): Price includes all costs for material; labor; furnishing and installing new manhole, if required; fill concrete; shaping of manhole bottoms; . plugging of existing sewers; drop connection, temporary plugging of new sewer connection, temporary pumping of sanitary wastewater, if required; excavation; dewatering; sheeting; shoring; bedding; backfill; and miscellaneous associated work to make connections to existing system shown. Payment will be made at Contract unit price for the various connections listed. Connections not . listed shall be considered incidental and will not be paid for separately. 1. Sewer Service Connections; each (Ea): Unit price includes the additional cost of service connections I to lateral sewer or interceptor sewer over straight pipe including tee, wye, concrete, and additional excavation, backfill, joints, stoppers, and location markers required for each connection. Cost of riser pipe shall be included in this item. . I K. Pavement Replacement; square yard (SY): Unit price includes all costs for labor and material for replacing pavement and base or subbase in streets and driveways', Includes forming, placement and finishing, jointing, joint sealing, and backtilling, Payment will be made for types of pavement I listed. Base for seal coat streets paid for separately as "Crushed Stone Street", Measurement for this item will be subject to limitations outl ined as follows: I. Quantities of pavement replacement will be calculated as the actual quantity of pavement replaced up to the maximum limits shown on Drawings, . 2. No payment will be made for pavement replacement outside the designated limits as necessitated by greater trench width, Payment will be made for additional pavement replacement beyond 1'- 0" from actual edge of trench only where removal has been :1Uthorized by ENGINEER. I L. Sidewalk Replacement; square foot (SF): Unit price includes all costs for labor and material for removing and replacing sidewalk removed for sewer construction, Includes forming, placement and I finishing, jointing, joint sealing, and backfilling. Measurement will be made of actual area installed, M. Granular Fill Under Pipe; cubic yard (CY): Unit price includes additional costs for excavation, dewatering, labor, materials, equipment, and incidentals for providing granular fill in place of I unsuitable foundation materials where authorized by ENGINEER, Does not include pipe bedding material. Measurement computed by average end area method, I N. Sheeting Left in Place; square feet (SF): Unit price includes material cost of sheeting and shoring only when authorized by Engineer to be left in place. Cost of transporting and installing considered incidental to installation and shall not be included. Sheeting, wh'ich may be removed without endangering utilities or structures shall be considered incidental and shall not be paid for. I .,~ . O. Clearing, Grubbing and Tree Removal; lump sum for each line segment (LS): Price includes all costs for labor and equipment for removal, hauling and disposal of trees and brush in construction I limits parallel to trench alignment. Each line segment listed shall be measured along centerline of pipe. Clearing, grubbing and tree removal required outside the line segments listed, shall be considered incidental and included in the price for sewers, . P. Select Backfill; cubic yard (CY): Unit price includes all costs t(,r furnishing and placing select backfill or Class A crushed stone, disposal of excess excavated material, compaction and incidentals. Measurement computed by average end area method of actual select backfill placed from depth of I' . above top of sewer pipe or centerline of interceptor to bottom of ba~e under pavement, of!!:> bottom of topsoil in grassed areas. No payment will be made t(lr placing, grading or remliving s!Jl.lct tr;J backfill material above bottom of pavement base to provide temporary access prio/>to_pawent= . replacement. No payment will be made due to excavation beyond the following liii,Qs. en ;;= I. Top of trench width equal to limitation defined in the attached tabulated limits';:, 'ho --:1' =-=r~ :!:: :: _~_~ 0-::::. oo-~ ::5:: ..~~, ~. . ;p. c.n <:) MEASUREMENT AND PA YMENT 1347401 I Page 4 - SECTION 01025 wp956 2. Trench width at top of pipe equal to outside diameter of pipe, plus the following: I a. 8" - 33" pipe: 2'. b. 36" - 78" pipe: 3'. I c. 84" and larger: 4'. 3. Payment for placing and compacting suitable job-excavated material shall be included in unit price for interceptor and lateral sewers and will not be paid for separately under this item. I Q. Sod; square yard (SY): Unit price includes costs for preparation, sodding, fertilizing, watering, and incidentals for re-establishing lawns and grass areas. R. Seeding; square yard (SY): Unit price includes all costs for preparation, seeding, fertilizer, I watering, and incidentals for re-establishing lawns and grass areas. S. Cast-In-Place Concrete Structures; lump sum (LS): Price includes all costs for labor, materials, I excavation, dewatering, form work, reinforcing steel, concrete, embedded items, mechanical items, curing and incidentals for concrete construction. Includes PVC liners, gates, waterproofing, backfilling, site grading, and removal of existing building foundations at East Siphon Structure. I T. Riprap; square yard (SY): Unit price includes all costs for furnishing and installing filter fabric, bedding material and riprap. Includes foundation preparation. Measurement will be made on I surface area of riprap installed, U. Gabions; square yard (SY): Unit price includes all costs for furnishing and installing filter fabric, bedding material, gabion basket, and rock fill materials. Includes foundation preparation. I Measurement will be made on surface area of gabions installed. V. Plants; each (Ea.): Unit price includes costs of labor, equipment, and materials for furnishing and I installing, fertilizing, watering, and incidentals for plants replaced at OWNER's direction. Payment will be based on each type of plant replaced. W. Demolition; lump sum (LS): Price includes furnishing material and labor for removal and disposal I of structures, and equipment. Includes any backfilling made necessary by these operations. X. Stormwater Pollution Prevention; lump sum (LS): Price includes costs for materials and labor for I preparation and submittal for permitting of acceptable and effective stormwater pollution prevention plan in accordance with Iowa DNR requirements. Includes implementation of approved plan. Y. Erosion Control; lump sum (LS): Price includes costs for materials and labor to implement effective . erosion control. Z. Traffic Control; lump sum (LS): Price includes costs for materials and labor to provide, install, and . remove temporary traffic control devices required for construction. AA. Disposal of Former Landfill Debris, Station 15 to 22, truck load (TL): Price includes all costs for I removal, hauling, and disposal of unknown buried debris encountered in trench excavation between Stations 15 to 22. Landfill disposal costs by OWNER. Truck load measurement is defined as full load contained in standard tandem-axle dump truck. BB. ~eha'bi!itate Existing Manhole; each (Ea): Unit price includes costs for labor, equipment, and . ._' 6materll!l~ necessary to perform Work item. Optional grouting methods include applying nonshrink ~...: -irout; 1[ctivated oakum, or chemical grout injection. Included are costs for excavation, surface I !:..:.: ~prep~!Ition, cleaning by high pressure water blast (minimum 3,500 psi pressure) and if necessary r ..aPplication of 10% muric acid solution and pressure, rinse, drilling holes for chemical grout - ,. -injection option, applying grout, external waterproofing, and miscellaneous associated Work. '"""~~ ~ 1 ,- .=<"'...( I L._-. W r ...::;-.~ 0 -~ l"- e:> O"l I ----- I 13474 01 MEASlJREMENT AND PA YMENT wp956 SECTION 01025 - Page 5 I CC. Concrete Cap; linear foot (LF): Unit price includes all costs for material, labor, excavation, dewatering, forming, concrete placement, finishing, curing, backfilling, and incidentals, I Measurement will be made along centerline of sewer for sections receiving concrete cap, DD. 10" Overflow Connections and 4" Force Main to South Riverside Drive Lift Station; lump sum I (LS): Price includes all costs for material; labor; furnishing and installing manhole No. 3-2, concrete, waterproofing, watertight lid, flexible watertight connections, frame and lid; furnishing, handling, and laying pipe; pipe bedding; special fittings; trench excavation; dewatering; sheeting; shoring; backfilling; and utility repair. Includes plug valve. I EE. Willow Creek Regrading, lump sum (LS): Price includes all costs for labor and materials to complete grading in Willow Creek as shown on Drawings 13, 14 and 15. Includes borrow material, I clearing, grubbing, stripping, disposing of unsuitable or excess material, topsoil stockpiling, excavation, extension of existing storm sewers to new channel, filling, compacting, grading, hauling, and topsoiling. Price does not include any surface restoration (limestone, fertilizer, sod, seed, mulch, or grass maintenance). . 1.03 MAXIMUM TRENCH TOP WIDTH IN FEET TO DETERMINE SELECT BACKFILL QUAN- I TITlES Depth of Cut to Invert of Pipe 8" - 33" 36" - 78" 84" and I (Feet) Pioe Pioe Larl!er Pioe 0-8 15 16 21 I 8 - 10 19 20 25 10 - 12 23 24 29 I 12 - 14 27 28 33 14 - 16 31 32 37 . 16 - 18 35 36 41 18 - 20 39 40 45 . 20 - 22 43 44 49 22 - 24 47 48 53 . 24 - 26 51 52 57 26 - 28 55 56 61 I I.D 28 - 30 59 60 ;65 ::: ~=c-: rJ C""Uij 30 - 32 63 64 :69='~ -l = . ~ )' --- ~ en -1-- " END OF SECTION ' ' r"'" ,~- :P' U l;. v .~..... ' :.. i'l :l';: ~ I 0:.::2 0) ~~ ~"... .. ):0- U1 0 . . -- I: 13474 01 PROJECT MEETINGS wp956 SECTION 01200 - Page I PARTl GENERAL . 1.01 REQUIREMENTS INCLUDE A. ENGINEER will schedule and administer preconstruction meeting, periodic progress meetings, and I specially-called meetings throughout progress of Work, and: I. Prepare agenda for meetings. 2. Distribute written notice of each meeting in advance of meeting date. 3. Make physical arrangements for meetings. . 4. Preside at meetings. 5. Record minutes; include significant proceedings and decisions. 6. Reproduce and distribute copies of minutes after each meeting. I a. To participants in meeting. b. To parties affected by decisions made at meeting. B. Representatives of CONTRACTORs, Subcontractors and suppliers attending meetings shall be I qualified and authorized to act on behalf of entity each represents. 1.02 RELATED REQUIREMENTS I A. Instructions to Bidders: Prebid Conference. 1.03 PRECONSTRUCTION MEETING . A. ENGINEER will schedule within 15 days after date of Notice to Proceed, I B. Location: A central site, convenient for all parties, designated by ENGINEER. C. Attendance: <.D -.J I. OWNER's representative. 0 0 I 2. ENGINEER and its professional consultants. ~c:) n ~ J:-..= -l 3. Resident Project Representative. c-;-. - = 4. CONTRACTOR's superintendent. en 0;== -:C-' J 5. Major Subcontractors. -<r-- ",. r~ I =-,.ri :J: ii \! ~ 6. Major suppliers. OX =-:;; 7. Others as appropriate. =E~;: co -,,="..... :Po U1 I 0 D. Suggested agenda: I. Distribution and discussion of: a. List of major Subcontractors and suppliers. I b. Project construction schedules. 2. Critical work sequencing, 3. Major equipment deliveries and priorities. I 4. Project coordination and designation of responsible personnel. ' 5. Procedures and processing of: a. Field decisions. b. Submittals. . c. Change orders. d. Applications for Payment. 6. Use of premises: . a. Office, work, and storage areas. b. OWNER's requirements. 7. Construction facilities, controls, and construction aids. 8. Temporary utilities. . 9. Security procedures. 10. Housekeeping procedures. I PROJECT MEETINGS 1347401 I Page 2 - SECTION 01200 wp956 II. Coordination procedures with police department, fire department, hospital/ambulance services, I and utility companies. 1.04 PROGRESS MEETINGS I A. ENGINEER will schedule regular periodic meetings, as required. I B. ENGINEER will hold called meetings as required by progress of Work. C. Location of meetings: Project field office of ENGINEER. I D. Attendance: I. OWNER. I 2. ENGINEER, and its professional consultants as needed. 3. CONTRACTOR and Subcontractors as appropriate to agenda. 4. Suppliers as appropriate to agenda. 5, Others, I E. Suggested agenda: I. Review, approval of minutes of previous meeting. I 2. Review of Work progress since previous meeting. 3. Field observations, problems, conflicts. 4. Problems which impede construction schedule. 5. Review of off-site fabrication, delivery schedules. . 6. Corrective measures and procedures to regain projected schedule. 7. Revisions to construction schedule. 8. Progress, schedule, during succeeding Work period, I 9. Coordination of schedules. 10. Review submittal schedules; expedite as required. J I. Maintenance of quality standards. I 12, Pending changes and substitutions, 13. Review proposed changes for: a. Effect on construction schedule and on completion date. b. Effect on other contracts of Project. . c. Other business. END OF SECTION I I 0 0 -< . (~~ c;, ..-::;: l...;~..... XO L:l z: U.J <r _')~ ~ _J;_ . c::-.. \.0 - ~ - -w ~~ l- :=4: w ~ ...:c::- o '--'-.- I <:) r- 0'> I . I 1347401 SUBMITTALS wp956 SECTION 01300 - Page 1 I PART 1 GENERAL I 1.01 PROCEDURES A. Deliver submittals to ENGINEER. Simultaneously submit 2 copies of Shop Drawings o~ to I Stanley Consultants, Inc. at following address: '- -.J " 0 0 =En n \i1 Mr. Charles L. Meyer ];'-, , -l Stanley Consultants, Inc. (") -;' - =-: I StanI B 'ld' - en', ey UI mg -:Co . 225 Iowa A venue :< r " ::> ;;;1 M . I 6 rr; :J1: uscatme, owa 527 1 o;:r:; OJ t:ii I :.<:::: .. B. Transmit each item under Shop Drawing Transmittal Form, bound herein. IdentifYProje~ CONTRACTOR, Subcontractor, major supplier; identify pertinent Drawing sheet and detail number, and Specification section number, as appropriate. Identify deviations from Contract I Documents. Provide space for CONTRACTOR and ENGINEER review stamps on each item. C. Submit initial progress schedules in duplicate within 15 days after award of contract. After review I by ENGINEER revise and resubmit as required. Submit revised schedules with each Application for Payment, reflecting changes since previous submittal. D. Comply with progress schedule for submittals related to Work progress, Coordinate submittal of I related items. E. Notify ENGINEER in writing, at time of submission, of any deviations in submittals from I requirements of Contract Documents. Any such deviations permitted by ENGINEER will require modifications of Contract Documents. F. Begin no fabrication or Work which requires submittals until return of submittals by ENGINEER I with ENGINEER stamp, as either "Reviewed" or Reviewed as Noted." G. After ENGINEER review of submittal, revise and resubmit as required, identifying changes made I since previous submittal. H. Distribute reproductions of Shop Drawings which carry ENGINEER stamp as either "Reviewed" or I "Reviewed as Noted" to: I. Job site file. 2. Record documents file. 3. Other affected contractors. 'I 4. Subcontractors. 5. Supplier or fabricator. ,I I. Distribute Samples which carry ENGINEER stamp as either "Reviewed" or "Reviewed as Noted" as directed by ENGINEER. 1.02 CONSTRUCTION PROGRESS SCHEDULES . A. Submit horizontal bar chart with separate bar for each major trade or operation, identifying first work day of each week. CONTRACTOR may propose use of other schedule format. II B. Show complete sequence of construction by activity, identifying work of separate stages and other logically grouped activities. Show projected percentage of completion for each item of Work as of time of each progress Application for Payment. II I. SlIBMITTALS 13474.01 I Page 2 - SECTION 01300 wp956 C. Show submittal dates required for Shop Drawings, Product Data, and Samples, and Product delivery I dates. 1.03 SHOP DRAWINGS I A. Shop Drawings shall be presented in clear and thorough manner, complete with respect to dimensions, design criteria, materials of construction, and like information to enable ENGINEER to I review information as required. Details shall be identified by reference to sheet and detail, schedule or room numbers shown on Drawings. B. Minimum sheet size: 8-1/2" x II". I C. Make submittals to ENGINEER promptly in accordance with approved schedule, and in such I sequence as to cause no delay in Work or in work of any other contractor, D. Simultaneously submit 4 copies to ENGINEER and 2 copies to ENGINEER's Consultant. E. Submittals shall contain: I 1. Date of submission and dates of any previous submissions. 2. Project title and number. I 3. Contract identification. 4. Names of: a. CONTRACTOR. b. Supplier. I c. Manufacturer. 5. Identification of product, with Specification section number. 6. Field dimensions, clearly identified as such. I 7. Relation to adjacent or critical features of Work or materials. 8. Applicable standards, such as ASTM or Federal Specification numbers. 9. Identification of deviations from Contract Documents. 10. Identification of revisions on resubmittals. I 11. An 8" x 3" blank space for CONTRACTOR and ENGINEER stamps. 12. Indication of CONTRACTOR's approval, initialed or signed, with wording substantially as fol- lows: I "CONTRACTOR represents to OWNER and ENGINEER that CONTRACTOR has either determined and verified all quantities, dimensions, field construction criteria, materials, I catalog numbers, and similar data, or assumes full responsibility for doing so and has reviewed or coordinated each Shop Drawing Sample with requirements of Work and Contract Documents. ". . I 13. If Contract Documents include performance specifications stating required results which can be I verified as meeting stipulated criteria, so that further detailed design by CONTRACTOR prior to fabrication is necessary, Shop Drawings must be prepared under seal of professional engineer I C) registered in appropriate jurisdiction and Shop Drawing certification shall contain wording sub- c ,~ially as follows: ,;>-' o~ -_. xC> !!.1 r ~ .: ~ >;1 hereby certify that this Shop Drawing was prepared by me or under my direct personal I L.:I":"_. <r r 1.0 ,=0 f-Supervision or that 1 have personally reviewed this Shop Drawing which was prepared by <::l~-, __ wothers, and I accept responsibility for the adequacy of the document to meet criteria stipula- == - r," f- ~= <.J::ted in the Contract Documents to the same degree that I would if I had prepared it, and that . h~~ U -:":>:?:I am a duly registered professional engineer under the laws of the state of Iowa, and that I 0 r- ~am competent to prepare or review this document." C7' . . ------- I 1347401 SUBMITTALS I wp956 SECTION 01300 - Page 3 14. Shop Drawing Transmittal Form is bound herein. This form is also available on disk, formatted for WordPerfect 5.1, and for printing on HP LaserJet Series II using Swiss Roman I and Dutch Roman fonts, and may be obtained from the ENGINEER. CONTRACTOR shall reproduce any additional copies required and use in accordance with instructions given with Transmittal Form. CONTRACTOR shall submit I copy of Transmittal Form for initial submit- I tals and resubmittals. F. Resubmission requirements: Make any corrections or changes in submittals required by ENGINEER and resubmit until stamped as either "Reviewed" or "Reviewed as Noted" by I ENGINEER. Indicate any changes which have been made other than those requested by ENGINEER. I 1.04 PRODUCT DATA A. Mark each copy to identify applicable products, models, options, and other data; supplement manufacturers' standard data to provide information unique to Work. Include manufacturers' I installation instructions when required by Specification section. B. Submit the number of copies which CONTRACTOR requires, plus 2 copies which will be retained I by ENGINEER. l.05 ENGINEER DUTIES . A. Review required submittals with reasonable promptness and in accord with schedule, only for general conformance to design concept of Project and compliance with information given in Contract Documents. Review shall not extend to means, methods, sequences, techniques, or procedures of I construction or to safety precautions or program incident thereto. Review of a separate item as such will not indicate approval of assembly in which item functions. B. AffIX stamp and initials or signature, and indicate requirements for resubmittal, or review of I submittal. ENGINEER's action on submittals is classified as follows: l. Reviewed: Submittal has been reviewed and appears to be in conformance to design concept of Project and Contract Documents. CONTRACTOR may proceed with fabrication of work in . submittal. 2. Reviewed As Noted: Submittal has been reviewed and appears to be in conformance to design concept of Project and Contract Documents, except as noted by ENGINEER, CONTRACTOR II may proceed with fabrication of work in submittal with modifications and corrections as indicated by ENGINEER. 3. Resubmit: Submittal has been reviewed and appears not to be in conformance to design concept II of Project or with Contract Documents. CONTRACTOR shall not proceed with fabrication of work in submittal, but instead shall make any corrections required by ENGINEER and resubmit for review. 4. Returned without Review: Submittal is being returned without having been reviewed because: I I) not required by Contract Documents; 2) grossly incomplete; 3) indicates no attempt at conformance to Contract Documents; 4) cannot be reproduced; 5) lacks CONTRACTOR's completed approval stamp; or 6) lacks design professional's seal when required by law or Contract Documents. If submittal is required by Contract Documents, CONTRACTOR shall . not proceed with Work as detailed in submittal, but instead shall correct defects a\ia resubmit for review. 0 C> ~ 5. For Information Only: Submittal has not been reviewed but is being retaifi~LfoElbfor~ionaI . purposes only. :v -, - r.== 0- 0" . - ~ C. Return submittals to CONTRACTOR. ...-;:;:-.. -' "',-- ;po .'" ,",,' :J: ;:~:J :-12: I 0;::;: co ""~. '"'" U1 :P - I I SUBMITTALS 1347401 II Page 4 - SECTION 01300 wp956 I D. ENGINEER's review of submittals shall not relieve CONTRACTOR from responsibility for any I deviations from Contract Documents unless CONTRACTOR has, in writing, called ENGINEER's attention to such devjation at time of submission, and ENGINEER has given written concurrence . pursuant to Contract Documents to specific deviation, nor shall any concurrence by ENGINEER re- lieve CONTRACTOR from responsibility for errors or omissions in submittals. END OF SECTION II I I I I I I I I I I a . 0 .-:t r' en >::::;: -, xC) . ~ " ~ J;: -",- ......''-, <r -J~ '.., -=+-: W -- ..~~ - ,-w fiR f- '::::<t I L_~ U c."' ::;;: CJ a r- - en I II -------- I 13474 01 OUAUTY CONTROL I wp956 SECTION 01400 - Page I PART 1 GENERAL I 1.01 RELATED REQUIREMENTS A. Conditions of Agreement: Inspection and testing required by governing authorities, I B. Section 0 I 005 - Administrative Provisions: Applicability of specified reference standanlb a -.J C. Section 01300 - Submittals: Submittal of manufacturers' instructions. 0 ~(J c-) CiJ I J> :.--: -l D. Section 02220 - Excavating, Backfilling and Compacting for Structures: Tests re1juired rJlr = ,~ earthwork. "'" co J :-',.--- ~ ~ I _1'1 :!: ~ I. ;;- E. Section 03300 - Cast-in-Place Concrete: Tests required for concrete. a~ co ?J :<;:;:: 1.02 QUALITY CONTROL, GENERAL J> c..n - I A. Maintain quality control over suppliers, manufacturers, products, services, Site conditions, and workmanship, to produce Work of specified quality. I 1.03 WORKMANSHIP A. Comply with industry standards except when more restrictive tolerances or specified requirements . indicate more rigid standards or more precise workmanship. B. Perform Work by persons qualified to produce workmanship of specified quality. I C. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, and racking. . 1.04 MANUFACTURERS' INSTRUCTIONS A. Comply with instructions in full detail, including each step in sequence. Should instructions conflict I with Contract Documents, request clarification from ENGINEER before proceeding. 1.05 MANUFACTURERS' CERTIFICATES I A. When required by individual Specifications section, submit manufacturer's certificate, in duplicate, that products meet or exceed specified requirements. I 1.06 MANUFACTURERS' FIELD SERVICES A. When specified in respective Specification sections, require manufacturer to provide qualified I personnel to observe field conditions, conditions of surfaces and installation, quality of workman- ship, startup of equipment, test, adjust, and balance of equipment as applicable, and to make appro- priate recommendations. . B. Representative shall submit written report to ENGINEER listing observations and recommendations. . 1.07 TESTING LABORATORY SERVICES A. OWNER will employ and pay for services of independent testing laboratory to perform inspections, . tests, and other services required by various Specification sections. . OIJALITY CONTROL 1347401 I Page 2 - SECTION 01400 wp956 B. Services will be performed in accordance with requirements of governing authorities and with I specified standards. C. CONTRACTOR shall cooperate with testing laboratory personnel; furnish tools, samples of I materials, design mix, equipment, storage, and assistance as requested. I. Notify ENGINEER and testing laboratory 24 hours prior to expected time for operations requiring testing services. . 2. Make arrangements with testing laboratory and pay for additional Samples and tests for CONTRACTOR's convenience. D. CONTRACTOR shall provide testing services required for his use in monitoring his construction I means and methods. END OF SECTION I . . . I . . . I a I 0 .-:t u . en ~:::::~ L-=". f.l::"O !'!..il ""- t_u- . ~, "'" " . -/" " ~-":"1- =-:;;". CD = - .-::..J ~, I- :=<>: . -.-'" '-' u;::: 0 0 r- 0'\ I . . 13474 01 CONSTRlJCTION FACILITIES AND TEMPORARY CONTROLS wp956 SECTION 01500 - Page I . PART 1 GENERAL . 1.01 ELECTRICITY, LIGHTING A. Provide electrical power supply and temporary lighting as required during construction, . B. Illumination levels: In accordance with OSHA requirements for construction lighting, . C. Equipment and materials need not be new. D. Temporary wiring shall be sized and fused in accordance with NEC requirements and shall be in . conduit. 1.02 HEAT, VENTILATION . A. Provide as required to maintain specified conditions for construction operations, ~prote~aterials and finishes from damage due to temperature or humidity. <.G g a-,. ;:::.= -i uU 1.03 TELEPHONE SERVICE !:-)- - --,~ . - en ;:-== --i ~-- " , , A. Provide telephone service to field office. ,-<r ",. .,.,.", . - ;:dtj _I'; -'" oX co .._~ ~::;:: - . 1.04 WATER .. )> c.n - A. CONTRACTOR's supply: Connect to existing facilities; extend branch piping with outlets located . so that water is available by use of hoses. OWNER will meter water used and bill CONTRACTOR at prevailing water rates. B. Private water supply: . I.. If CONTRACTOR's dewatering operations dry up adjacent private water supply wells, provide temporary potable water supply as follows: a. Extend water supply service pipe from city water main to affected residences, . b. Maintain water supply during course of construction affecting private water supply wells. c. OWNER will meter water used and bill CONTRACTOR at prevailing water rates. 2. Remove water supply service at completion of construction operations affecting private water . suppl y wells. 1.05 SANITARY FACILmES . A. Provide and maintain required facilities and enclosures. 1.06 BARRIERS . A. Provide as required to prevent public entry to construction areas and to protect existing facilities and adjacent properties from damage from construction operations. . B. Provide temporary fencing along limits of temporary construction easements or construction limits to prevent personnel and equipment from unauthorized entry onto private property. . C. Provide barriers around trees and plants designated to remain. Protect against vehicular traffic, stored materials, dumping, chemically injurious materials, and puddling or continuous running water. . D. Provide traffic control as specified in Section 02221. . CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 1347401 . Page 2 - SECTION 01500 wp956 . 1.07 SECURITY A. Provide security program and facilities to protect Work, existing facilities, and OWNER's . operations from unauthorized entry, vandalism, and theft. Coordinate with OWNER's security program. 1.08 WATER CONTROL . A. Grade site to drain. Maintain excavations free of water. Provide and operate pumping equipment. . 1.09 CLEANING DURING CONSTRUCTION A. Control accumulation of waste materials and rubbish; periodically dispose of off-site. . 1.10 PROJECT IDENTIFICATION A. Provide 2 identical 8' x 6' Project identification signs of wood frame and exterior grade plywood . construction, painted, with exhibit lettering by professional sign painter, to ENGINEER's design and colors, List title of Project, names of OWNER, ENGINEER's Consultant, and CONTRAC- . TOR. B. Erect on site at locations established by OWNER. C. Allow no other signs to be displayed. . 1.11 FIELD OFFICES AND SHEDS . A. CONTRACTOR's office: I. Weathertight, with lighting, electrical outlets, heating, cooling, and ventilating equipment, and equipped with furniture. . 2. Provide, in addition, space for Project meetings, with table and chairs to accommodate 6 per- sons. B. OWNER's field office: . I. Furnished by OWNER. 2. CONTRACTOR shall transport and install adjacent to CONTRACTOR's office. OWNER's field office is presently located near Napoleon Park Pump Station. . 3. Provide 4" crushed rock area for parking of 3 vehicles. 4. Install and provide electrical service as required during construction period. 5. Sanitary facilities: Provide and maintain required facilities and enclosures. . C. Storage sheds for tools, materials, and equipment: Weathertight, with heat and ventilation for products requiring controlled conditions, with adequate space for organized storage and access, and . lighting for inspection of stored materials. D. Location: On airport property near east CONTRACTOR's entrance from Highway 921. 1.12 REMOVAL . a .-:t ~ :'~A. <::RembV8emporary materials, equipment, services, and construction prior to Substantial Completion . : :-: :iilspectlo"n. 1.>.1':_ ~ ~~ =B. '€leai~ repair damage caused by installation or use of temporary facilities. Remove underground C-'-;;.;l ,jnstallati<:ms to a depth of 2'-0"; grade site as indicated. . r, l.. '. ~_." U r~..)::': o 0 r- - 0" . . 13474 01 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS . wp956 SECTION 01500 - Page 3 C. Restore existing facilities used during construction to specified, or to original, condition. . END OF SECTION . . I . <.D 0 -.J -- c:> . ....::1.. n UIJ ~.*-- -f -~,' ~-' - ~~ - 0'\ ~ --: ...-:., J -/,-- ",. ,,1 . ...-'" _ill - 0:::' 9? U ~:;r..: )> Ul . - . . I . I . . . . I 13474 01 MATERIAL AND EOlJIPMENT I wp956 SECTION 01600 - Page I 1..0 PART 1 GENERAL - -.J Cl 0 I ~n (J 61 II 1.01 PRODUCTS ):>~ -i .-- no. - r== 0" A. Products include material, equipment, and systems. -~c- -<r- :0- F.~ l" . =-.r-, :Jl: :;:) B. Comply with Specifications and referenced standards as minimum requirements. Cl::V co :E'-' .. ~v Ul C. Components required to be supplied in quantity within a Specification Section shill be th~e, and . shall be interchangeable. 1.02 TRANSPORTATION AND HANDLING I A. Transport products by methods to avoid product damage; deliver in undamaged condition in manufacturer's unopened containers or packaging, dry. . B. Provide equipment and personnel to handle products by methods to prevent soiling or damage. C. Promptly inspect shipments to assure that products comply with requirements, quantities are correct, . and products are undamaged. 1.03 STORAGE AND PROTECTION . A. Store products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store sensitive products in weathertight enclosures; maintain within temperature and humidity ranges required by manufacturer's instructions. I B. For exterior storage of fabricated products, place on sloped supports above ground. Cover products subject to deterioration with impervious sheet covering; provide ventilation to avoid condensation. . C. Store loose granular materials on solid surfaces in a well-drained area; prevent mixing with foreign matter. . D. Arrange storage to provide access for inspection. Periodically inspect to assure products are undamaged, and are maintained under required conditions. . 1.04 PRODUCT OPTIONS A. Products specified by reference standards or by description only: Any product meeting those stan- dards. .' B. Products specified by naming one or more manufacturers with a provision for substitutions: Submit a request for substitution for any manufacturer not specifically named. I 1.05 PRODUCTS LIST A. Within 15 days after Notice of Award, submit complete list of major products proposed for use, . with name of manufacturer, trade name, and model number of each product. 1.06 SUBSTITUTIONS . A. Only within 30 days after effective date of Contract will ENGINEER consider requests from CONTRACTOR for substitutions. Subsequently, substitutions will be considered only when product becomes unavailable due to no fault of CONTRACTOR. Requests for substitutes shall comply with . Paragraph 6,7 of the General Conditions. . MATERIALS AND EOlJIPMENT 1347401 . SECTION 01600 - Page 2 wp956 B. Document each request with complete data substantiating compliance of proposed substitution with . Contract Documents. C. Request constitutes a representation that CONTRACTOR: . I. Has investigated proposed product and determined that it meets or exceeds, in all respects, specified product. . 2. Will provide same warranty.for substitution as for specified product. 3. Will coordinate installation and make other changes which may be required for Work to be complete in all respects. 4. Waives claims for additional costs which may subsequently become apparent. . D. Substitutions will not be considered when they are indicated or implied on Shop Drawings or product data submittals without separate written request, or when acceptance will require substantial I revision of Contract Documents. E. ENGINEER will determine acceptability of proposed substitution, and will notify CONTRACTOR of acceptance or rejection in writing within reasonable time. . F. Only one request for substitution will be considered for each product. When substitution is not accepted, provide specified product. . END OF SECTION . I . . . . I c::> D .-:t . r'~" 0" ~.::: ::: '..::';;-.. rJ:.::O ~ n ": ~ t..u- "'-'- <r ....J)-' ......);.- . ~J UJ - ~' - :--u u-, f- ~<( U ..~> Cl -~ C) . r- - cr. . ----..-------- I 1347401 CONTRACT CLOSEOUT I wp956 SECTION 01700 - Page I PART 1 GENERAL . 1.01 CLOSEOUT PROCEDURES A. Comply with procedures stated in General Conditions of Contract for issuance of Certificate of . Substantial Completion. B. When CONTRACTOR considers Work has reached final completion, submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete . in accordance with Contract Documents and ready for ENGINEER's inspection. C. In addition to submittals required by conditions of Agreement, provide submittals required by . governing authorities, and submit final statement of accounting giving total adjusted Contract Price, previous payments, and sum remaining due. 1.0 -.J D. ENGINEER will issue final change order reflecting approved adjustments to Co~ct Price not . previously made by Change Order. :;;:;s.::: ~ -d -- ~ 0"< - ~ 1.02 FINAL CLEANING en ~ --:r. -(l- . .'~ . ". ~ J ij A. Execute prior to final inspection. =-,I'i ::1: ~ 022 co .,=~i =E....-. B. Clean site; sweep paved areas, rake clean other surfaces, y Ul . - C. Remove waste and surplus materials, rubbish, and construction facilities from Project and from site. . 1.03 PROJECT RECORD DOCUMENTS I A. Maintain documents in clean, dry, legible condition and in good order. Do not use record documents for constrUction purposes. B. Make documents and Samples available at all times for reference by ENGINEER. . C. Recording: I. Label each document "PROJECT RECORD" in neat large printed letters, I 2. Record information concurrently with construction progress. Do not conceal any Work until required information is recorded. 3. Drawings shall be legibly marked to record actual construction: a. Horizontal and vertical locations. I b. Field changes of dimension and detail. c. Changes made by Instruction to CONTRACTOR or by Change Order. d. Details not on original contract Drawings. I 4. Specifications and Addenda shall be legibly marked to record: a. Manufacturer, trade name, catalog number, and supplier of each product and item of equipment actually installed. b. Changes made by lnstruction to CONTRACTOR or by Change Order. I D. Submittal: I. At Contract close-out, deliver record documents to ENGINEER for OWNER. . 2. Accompany submittal with transmittal letter in duplicate, containing: a. Date. b. Project title and number. c. CONTRACTOR's name and address. . d. Title and number of each record document. e. Signature of CONTRACTOR or its authorized representative. . CONTRACT CLOSEOUT 1347401 . Page 2 - SECTION 01700 wp956 . 1.04 WARRANTIES AND BONDS A. Provide duplicate, notarized copies. Execute CONTRACTOR's submittals and assemble documents . executed by Subcontractors, suppliers, and manufacturers. B. Submit material prior to final application for payment. . I. For equipment put into use with OWNER's permission during construction, submit within 10 days after first operation. 2. For items of Work delayed materially beyond date of Substantial Completion, provide updated . submittal within 10 days after acceptance, listing date of acceptance as start of warranty period. END OF SECTION . . . . . I . . I Cl I 0 <l: en .....-:;-.. . ....... --... ~t; ::.:::0 - L.Ll- :::-r "'- ""'--. "" ..J~ , .....)j-- " \.D ~ . ~~ - -u R;1 f- :::'''1: ....--"> u -J?; C> r-- C) Cl'l . . . 13474 01 DEMOLITION . wp956 SECTION 02050 - Page I PART 1 GENERAL . 1.01 SECTION INCLUDES . A. Removal, disposal, and associated work. B. Demolition work of this contract includes, but is not limited to house on Thomas-Betts lift station, Toyota lift station, and building near Station 17+50. . 1.02 SUBMITTALS . A. One week prior to any removal, CONTRACTOR shall submit demolition plan to ENGINEER for review. Plans shall include sequence of performing proposed work, requirements for interruptions to public use of area, and requirements for CONTRACTOR use of public streets and facilities, . B. Locations of disposal sites. 1.03 SCHEDULING OF WORK . A. Carefully coordinate time and manner of demolition work to maintain construction schedule re- quirements. . 1.04 UNDERGROUND OBSTRUCTIONS A. Known underground piping, foundations, and other underground obstructions in vicinity of new . construction are shown on Drawings. B. Protect underground facilities encountered during excavation until it is determined whether they are I active or inactive. Repair, without compensation, existing active facilities shown on Drawings damaged during operations. C. Notify ENGINEER and OWNER of unexpected subsurface conditions and discontinue Work in area . until OWNER provides notification to resume Work. _ ~ 0 0 PART 2 PRODUCTS -:;:r' n =;n -.. -l :!>=-: = I C"}~: - ,...--.,,= NOT USED en , ""(', ;-"~ -<.r :po - 1'- ::n: u -.. PART 3 EXECUTION -~ '~ o::.c co '..;:.:d1 . ~-''''' .. 3.01 GENERAL REQUIREMENTS :Y- en - I A. Remove existing construction as specified and shown and as required to permit new construction. B. Perform removal in manner which will minimize dust, noise, and other nuisance. Maintain haul routes for disposal of material clean and free of debris. . C. Provide shoring and bracing where necessary to support existing construction and protect personnel during demolition operation. . D. Perform demolition operations in manner that in no way endangers personnel, public, existing structures, utilities, roadways, or facilities not to be demolished, . . DEMOLITION 1347401 . Page 2 - SECTION 02050 wp956 . E. CONTRACTOR shall be responsible for damage to personnel, public, roadways, streets, structures, utilities, facilities, and equipment caused by operations and shall repair any damage at its own . expense or replace items damaged beyond repair. F. Perform Work in manner which will provide least interference and most protection to public and . existing construction. CONTRACTOR's operations subject to approval by OWNER prior to commencement of Work. G. Storage of materials to be removed will not be permitted to accumulate on site. Promptly remove all . demolition materials. H. Any portion of existing construction whether structural, or accessory which has become unstable . through removal of other parts of construction shall be removed as soon as practicable, and no such unstable part shall be left free-standing or inadequately braced against causes of collapse at end of each day's work. I. Backfill applicable excavated areas, open pits, and other depressions as work progresses. Backfill . materials shall conform to requirements of Drawings and other specification sections. J. Grade areas disturbed by construction to smooth, uniform surfaces sloped to drain. . K. Do not operate vehicles or equipment on existing construction or roadways which could be damaged. . L. No demolition shall be performed on piping, electrical circuits, or equipment until system has been isolated by CONTRACTOR. CONTRACTOR shall verify isolation of system. '. M. Temporary electrical construction necessary to maintain existing system during construction shall comply with NEC Article 305. I N. Take care to minimize outages of electrical systems. O. To reduce fire hazards during demolition, CONTRACTOR shall carry out following requirements: . I. Before removing any part of any building, remove volatile or flammable materials, such as fuel oil, gasoline, kerosene, benzene, cleaning fluids, paints, thinners, cloth, loose paper, combustible trash, coal, and similar materials which might serve as ready fuel for small fires. I 2. Maintain sufficient number of fire extinguishers to check and extinguish small fires in areas where Work is being performed. 3. Wherever cutting torch or other equipment which might cause fire is being used, fire extinguishers shall be kept nearby and ready for instant use. Users of such equipment shall be . instructed in proper method of preventing fires and extinguishing fire, 4. Fires will not be permitted in Project area. 5. Burning of waste lumber and other building materials or trash on Site will not be permitted. I P. Use of cranes and wrecking balls for demolition work are permitted as long as following conditions ~met: ~ (..- \:,; M;!ctlihery, cables, booms, and other equipment shall pass applicable safety inspections. . k~ 2". Crane> boom may not be used within 20' of overhead power lines. J'..n 3~ W!l;Cking bailor clamshell demolition work shall not cause debris to be kicked outward away t:.~_ : . <D from-demolition area. ~: . ccu:.;r" 4,.. Operations do not damage adjacent construction. P" >-:"::< -.:-> t") -,~ Q. tISe of'\i!lIsting will not be permitted. r- _ . O"l . . 1347401 DEMOI.ITION wp956 SECTION 02050 - Page 3 . R. Provide temporary personnel and vehicle protection at openings or ledges left by demolition. . 3.02 DEMOLmON OF ARCHITECTURAL, STRUCTURAL, AND SITE MATERIALS A. Remove as shown and specified. . B. Any part of building, whether structural, or accessory, which has become unstable through removal of other parts shall be removed as soon as practicable, and no such unstable part shall be left free- . standing or inadequately braced against cause of collapse at end of day's work. C. Foundations: . I. Perform required excavation, dewatering, sheeting shoring and bracing required to perform demolition. 2. Removal shall be complete. 3. Upon completion offoundation removal, backfill excavations and depressions with compacted . backfill as specified in Section 02220. Grade area to provide positive drainage. 4. Do not backfill excavations or voids left from foundation removals until removal adequacy is confirmed by ENGINEER. . - ~ D. Abandon existing manholes where noted on Drawings. ~r- = I. Remove existing frame and corbel to minimum of 2' below existing ground.:i; ::.,~ ~ lFil 2. Plug connecting gravity sewers by filling end of pipe with grout for minimum, len~f 2::;: . 3. Fill manhole with sand and prepare surface for restoration. =i<c, m ~ :<1 :::>~, ti.. E. Material shall be removed completely from site. s5S :: b . 3.03 DEMOLmON OF LIFT STATIONS t;.'- ;;, A. Do not remove station from service before interceptor sewer is placed in permanent operation. . B. Notify ENGINEER before starting work on station. . C. Contact OWNER and local utilities before disconnecting utility services. D. Remove package lift station mechanical and electrical equipment in its entirety. Remove top and . walls to 2' below ground. Fill remaining station with sand. I E. Abandon connecting gravity sewer by filling with grout and bulkheading each end with concrete. I F. Abandon connecting force main by bulkheading each end with concrete. G. Backfill with granular material compacted to 95 % standard density and restore surface. t 3.04 SALVAGE OF MATERIALS A. Salvageable materials shall become property of CONTRACTOR and shall be removed from site as . Work progresses. 3.05 DISPOSAL OF MATERIALS I A. Debris shall not be allowed to accumulate. Waste materials and debris resulting from Work shall be removed and disposed of daily by CONTRACTOR in disposal area obtained by CONTRACTOR. I B. Burning of waste lumber and other building materials or trash on site will not be permitted. . DEMOLmON 1347401 . Page 4 - SECTION 02050 wp956 . 3.06 CLEAN-UP AND REPAIR A. Maintain public streets, alleys, or other thoroughfares used in carrying out disposal free of litter or . soil attributable to this operation. Equip and load trucks or other vehicles to prevent leakage, blowing off, or other escape of any portion of whatsoever is being hauled. Cost incurred by I OWNER in cleaning up such litter will be charged to CONTRACTOR and deducted from monies due or to become due it under this contract. END OF SECTION . 1) G. J. Fink: 2) C. L. Meyer . . . . . . . I a . - 0 :;;E . /.'-_.' en :~;:j... =-~ :>:::0 ~ .. 0 :rr: L.....1- L:...~ <r _.i>' , ''-'I- I =, I.D ~ - -u rp f- '=<e "-l..-...th U "'1:::-'" 0 -- r- a . en I . 13474 01 SITE CLEARING . wp956 SECTION 02110 - Page I PARTl GENERAL . 1.01 SECTION INCLUDES Existing structures and property. ~ A. - -.J a 0 . <C") <..., -ifU B. Clearing and grubbing. J>- ..... - = 0-"' ~ a-. " C. Stripping. --{ c~ ; -(:- :;:: ~~ . :"",rr, :'11'.1 ~ ~ D. Disposal. o:::V .<:;:: co .......# PART 2 PRODUCTS :v U1 . - NOT USED. . PART 3 EXECUTION 3.01 EXISTING STRUCTURES AND PROPERTY . A. Remove existing signs and posts within construction path unless directed otherwise. Store at site designated by OWNER items in reusable condition as determined by ENGINEER. . B. Move mailboxes to location approved by ENGINEER prior to closing road. Salvage and store any unique supports for mailboxes, Restore mailboxes and their supports to their prior condition when road is reopened. . C. Notify property owners before removing fences. Sections of fence removed for construction shall be replaced with original fence. . D. Contact appropriate utility representative to verify presence and location of buried utilities which may interfere with construction. I 3.02 CLEARING AND GRUBBING A. It is OWNER's intention to minimize number of trees to be removed. Remove trees within I permanent and temporary easement and rights-of-way only as designated by ENGINEER. Protect trees to be saved within temporary and permanent easements and rights-of-way. CONTRACTOR responsible for damages outside easement line, rights-of-way, and for trees and vegetation not - designated for removal. B. Clearing: Remove and dispose oftrees, logs, brush, rubbish, and other objectionable material. I C. Grubbing: Remove trees, stumps, brush, roots, and other vegetation to a depth of not less than IS" below subgrade or existing ground line, whichever is lower. D. Backfill depressions caused by grubbing, and compact to conform to density of surrounding earth. . 3.03 STRIPPING . A. Strip areas to receive fill, backfill, or to be occupied by new construction. B. Completely strip topsoil, rubbish, vegetation, and other foreign materials, . C. Minimum depth: 6" unless shown otherwise on Drawings. . --------- SITE CLEARING 1347401 . Page 2 - SECTION 02110 wp956 D. Stockpile clean topsoil free from subsoil, stones, and other foreign materials, for future use as . specified in Section 02221. E. Dispose of excess stripped material as specified in Section 02221. . 3.04 DISPOSAL A. Dispose removed materials to locations off site. Off-site locations shall be arranged for by . CONTRACTOR and at its expense. END OF SECTION . I) G. J. Fink . 2) C. L. Meyer . . . . . - C) "'1: I ,=' O'l :<::~ '-, n::O I; I" II :J: ~- L.._: """ .._J)"': , :-..J!- I '="'::. \.0 - ,~ - ..._~;. n, f- ,=<( t::.._~ U :=-:>~ C) a - r- m I . . . . I 13474 01 EXCAVATING BACKFILI.JNG AND COMPACTING FOR STRUCTURES . wp956 SECTION 02220 - Page I PART 1 GENERAL v:J - -.J . 1.01 SECTION INCLUDES co 0 <C":. n till l>::- -l A. Excavation, backfilling, and grading for structures. ~ C"]-. - ~ - 0'\ " . -1<.-:; B. Dewatering, sheeting, shoring and bracing, and associated work. -...1 "'" '.",' =-p-; 3: ;:; v II 0:::-:: Q C. Importing fill materials. ...0:-:........ 0:> -'" . ;r-/ Ul - D. Disposal of excess or unsatisfactory materials. . 1.02 QUALITY ASSURANCE A. OWNER will retain services of qualified professional soils consultant and testing laboratory. . B. Responsibilities of soils consultant will include: I. Sampling, testing, and approval of fill or backfill materials prior to and during placement. 2. Sampling and testing to determine moisture-density and maximum density characteristics of I materials in accordance with ASTM D698. 3. Observation of placement, selection of test locations, and testing of material during placement to determine that uniformity of compaction and specified compaction requirements are met. Determine in-place densities in accordance with ASTM D1556, D2167, D2922, and 03017. . 4. Inspection and approval of soil at bottom of excavations under foundations, considering settlement and load-bearing characteristics of soil and design bearing capacity. 5. Providing reports to ENGINEER giving information on materials and testing performed. . 6. Making recommendations to ENGINEER where deviation from Specifications occur or conditions are considered undesirable. 7. Binding all reports and recommendations in one report at end of Project and giving 2 copies to . ENGINEER and I copy to OWNER. C. CONTRACTOR shall provide for access to Work, assist soils consultant in achieving access, and provide material and surface for testing. I D. Soils consultant will provide evidence of professional registration in the state where Work is performed and professional liability insurance covering its activities in the investigation, evaluation, I and production of reports dealing with its work. E. CONTRACTOR shall perform additional laboratory and field tests it deems necessary for control of construction means and methods. . 1.03 SUBMITTALS . A. OWNER's soil consultant will submit: I. Layouts identifying field test locations and elevations. 2. Material test reports on samples of all fill and backfill. 3. Laboratory compaction test reports establishing moisture-density relationships and maximum . densities for all fill and backfill. 4. Field in-situ compaction test reports. 5. Test reports and records used to determine adequacy of soils at bottom of excavations. . 6. Recommendations for corrections where deviations from Specifications occur or where conditions are considered undesirable. 7. Report giving information on materials and tests performed with discussion of problem areas and uniformity of in-situ and fill materials. . . EXCAVATING BACKFILLING. AND COMPACTING FOR STRUCTURES 1347401 . Page 2 - SECTION 02220 wp956 B. CONTRACTOR shall submit soils, fill and backfill materials for testing. . 1.04 UNDERGROUND OBSTRUCTIONS A. Known underground piping, foundations, and other underground obstructions in vicinity of new . construction are shown on Drawings. B. Obtain assistance from utility companies to locate underground piping, electrical, and communica- . tion systems. C. Protect underground facilities encountered during excavation until it is determined whether they are . active or inactive. Repair, without compensation, existing active facilities damaged during operations . D. Notify ENGINEER of unexpected subsurface conditions and discontinue Work in area until . OWNER provides notification to resume Work. 1.05 MEASUREMENT AND PAYMENT . A. If quantities of excavation are changed from those required by Contract Documents, Contract Price I will be adjusted on basis of unit adjustment prices set forth in Agreement. I. Structural Earth Excavation, cubic yards, (CY): Unit adjustment price includes removal of material; obtaining, placing and compacting backfill as specified; dewatering; sheeting, shoring, and bracing; disposal of excavated material as specified; grading; and all other incidental work. . Cubic yards of structural earth excavation defined as volume of earth in its original space within . neat lines of foundations and footing projections. 2. Granular Fill, cubic yards (CY): Unit adjustment price includes furnishing, placing, and . compacting as specified. Cubic yards of granular fill materials, defined as volume of material, in final place, as determined by calculation based on customary methods of computation of earthwork quantities within limits specified. Fill materials required by overexcavations or excavations made for CONTRACTOR's convenience will not be measured for payment.. PART 2 PRODUCTS 2.01 GENERAL REQUIREMENTS I A. Use material removed from excavations or obtained from off-site borrow areas obtained by " CONTRACTOR for fill and backfill. I B. Exclude debris, large stones, rocks, roots, organic or frozen material, expansive material and other deleterious materials. I 2.02 GRANULAR FILL A. Type: Clean, crushed rock or gravel. . B. ~e and<~ading: 90 - 99% passing 3/4" sieve and not over 5% passing No. 100 sieve. Uniformly ,~ ~~de:fr..Olll 3/4" to No. 100 sieve size. . 6--'; ~e ~ C'. Mater'ial ;shall be free of earth, clay or other foreign substances. \....--. '"'1\- :".D. ~ w~~~directed by ENGINEER to improve unsuitable materials beneath foundations. . P.,P~ t; u~ o C) ~ - . . II \.D 1347401 EXCA V ATING BACKFILI.ING AND COMPACTINC,::FOR ~{)CT{)RES . wp956 SEe2;'lgN -;220'jj'~age 3 '--0- ~ c-:,.- - ~ PART 3 EXECUTION - C'> j ~,-:-, ::-<c.~ = ;'itl . 3.01 EARTH EXCAVATION -,'. :K r= a:D 0::> '4:...4 -::-. A. Excavate as required for construction work. ~. :c- Ul - . B. Use special care when excavating under and around existing facilities. Support existing facilities and earth under facilities to prevent settlement resulting from construction operations. . C. Excavation for soil supported foundations: I. Excavate to elevations shown. Soils consultant will inspect and approve soil at foundation levels shown. . 2. Compact bottom of excavation with machine-held hydraulic or pneumatic tamper. Notify ENGINEER of any soft spots which are detected. 3. If soils consultant determines that bearing capacity of soil is unsuitable at foundation levels shown: . a. Notify ENGINEER of subsurface conditions and discontinue Work in area until OWNER provides notification to resume Work. b. Additional payment will be made to CONTRACTOR for authorized excavation of . unsuitable soils on basis of unit adjustment price set forth in Agreement. 4. Fill with concrete, at no expense to OWNER, unauthorized excavations carried below bottoms of foundation levels shown. 5. Trim excavations by hand to remove material disturbed by machine excavation; produce neat, . plane surface at elevation of bottom of footing. 3.02 ROCK EXCAVATION I A. Rock is defined as boulders .measuring over 'h cu yd or material that cannot be removed without special excavation techniques such as continuous loosening with pneumatic tools, rippers or drilling . and blasting. B. Notify ENGINEER when rock is encountered. Do not perform rock excavation until notified by ENGINEER to do so and rock surface is surveyed for payment purposes, I C. Use methods which produce solid, unshattered lines; roughen smooth, flat surfaces and cut steps in smooth sloping surfaces. I D. Use methods which will avoid damage to existing structures and contents. E. Explosives: Blasting permitted only in areas which will not result in damage to structures, contents, . or the public. I. Use no explosives until required insurance covering blasting operations has been obtained. 2. Conform to ordinances of applicable regulatory agencies. . F. Rock excavation is not anticipated. 3.03 FILL AND BACKFILL . A. Backfilling around structures: I. Backfill after concrete has attained sufficient strength to withstand backfill pressures without . detrimental effects. 2. Prevent displacement of construction during backfilling operations; backfill opposite sides simultaneously. . B. Fill to elevations or grades shown. Maintain surface and slopes for drainage during operations. I EXCAVATING BACKFILLING AND COMPACTING FOR STRlJCTlJRES 1347401 . Page 4 - SECTION 02220 wp956 C. Placement: . I. Maintain surfaces free of water, debris, and excessively wet, frozen, and other deleterious materials. . 2. Place backfill and fill materials in successive horizontal layers not more than 8" in loose depth, 3. Place materials at proper moisture content for obtaining densities as specified. Generally maintain within 2 % of optimum. . 4. Material too dry or too wet to compact properly shall be moistened or aerated to extent necessary to produce desired results. D. Compaction: . I. Compact backfill and fill within structure outlines, and beneath and within 10' of sidewalks, streets, drives, and parking areas to at least 95% of maximum density as determined by ASTM 0698. . 2. Compact fill and backfill in other areas to at least 90% of maximum dry density as determined by ASTM D698. 3. Sampling and testing shall be performed in each layer of fill and backfill placed to confirm adequacy of compaction. . 4. Pneumatic tired rollers, sheeps foot type heavy mechanical tamping rollers or heavy vibratory compactors shall not be used within 6' of structure, walls, pipes, or other construction which might be damaged by compaction equipment. . 3.04 DEWATERING A. Furnish, install, and remove dewatering equipment necessary to drain and keep excavations free of . water under all circumstances. B. If dewatering system permits water table to rise above bottom of excavation, subgrade and soils I below shall be tested by OWNER's soils consultant. CONTRACTOR shall remove and recompact subgrade materials as recommended by OWNER's soils consultant. C. Prevent surface water from flowing into excavations; promptly remove any water accumulated. I D. Maintain dewatering operations until Work area is accepted as complete and backfilled. 3.05 SHEETING, SHORING AND BRACING I A. Provide sheeting, shoring and bracing where required to hold walls of excavation and to protect I workers and property. CONTRACTOR shall be responsible for proper sizing and placement of Work. B. Remove sheeting, shoring and bracing in manner to avoid damage or disturbance to Work. Leave . sheeting and shoring in place, where removal will endanger Work, adjacent construction, or personnel. 3.06 SITE GRADING . A. Grade areas disturbed by construction operations. - . B. Efuish_gr]iJe to smooth, uniformly sloping surfaces to elevations required for drainage. bl en -~ ~c ~ r€. mil dep~sions and provide for positive drainage away from structures. . .......:J " '_)i-- ::=0. Efnish-with 6" layer oftopsoil in areas to be seeded. fiR f- :=< ~ w u::: . a 0 r- en . . 13474 01 EXCAVATING BACKFILLING AND COMPACTING FOR STRUCTURES wp956 SECTION 02220 - Page 5 . 3.07 DISPOSAL OF MATERIAL I A. Dispose of excess and unsuitable excavated material in area obtained by CONTRACTOR and approved by ENGINEER. . B. Dispose of debris, large stones, rocks, and roots off site in disposal area obtained by CONTRAC- TOR and approved by ENGINEER. C. Disposal areas shall not be located in designated flood plain or wetland areas, . END OF SECTION . I) G. J. Fink 2) K. C. Turner, L. D. Badtram . \.0 . CJ -.J -- a j; =-.~ " ~ -f ("")_r. - ==- . - m ;;= -!~- " " :-<r- J:>> ''1\] _I', ::J:: li! o=v ~ I --- g> -~~ ....:;:--... J> en - . I I . I . . . I . 13474 01 TRENCHING BACKFILl.ING AND COMPACTING wp956 SECTION 02221 - Page I . PART 1 GENERAL . 1.01 SECTION INCLUDES A. Pipe bedding requirements. . B. Trench excavation and backfill. . C. Backfill for manholes, appurtenances and structures. . D. Sidewalk and pavement construction. I E. Construction along or across highways and railroads. F. Erosion control. '-0 0 --.J :c:c-:-. 0 I G. Dewatering. n ttU :>=- -J ,- . - ==- .j-- H. Sheeting, shoring and bracing. en -- --I~' ;; . ;-<r- """ fI;;-;] I. Surface restoration and cleanup. __rn 2 a::? ~ -- '?? _J -::::-'" 1.02 RELATED SECTIONS P- '-'1 .' - A. Section 01025 - Measurement and Payment. I B. Section 01400 - Quality Control. 1.03 GENERAL REQUIREMENTS . A. Schedule Work to keep streets, sidewalks, and utilities in usable condition; avoid property owner inconvenience insofar as practicable. I B. Do not trespass on private property. Maintain construction operations on existing right-of-way or easements provided by OWNER. . C. CONTRACTOR shall provide name, address, and telephone number of person who has access to equipment and is authorized to make emergency repairs to CONTRACTOR's Work, such as to correct trench cave-ins, moving excavated material, and correct other problems during weekends and off-work hours, so access can be maintained for fire fighting equipment, and to maintain barricades . for public safety. D. Disposal area(s): I I. Remove brush, rubbish, spoil, excess excavated material, and material not suitable for backfill to off-site location of CONTRACTOR's choice and approved by ENGINEER. Excavated debris and organic material from former landfill site in Mesquakie Park shall be removed from site for disposal in approved landfill. . 2. Remove waste material promptly as it is generated by construction operations; do not permit to accumulate. See also "Cleanup," this Section. 3. Haul routes: . a. Determine haul roads with approval of agency having jurisdiction over proposed roadway. b. Make condition survey of haul roads prior to use and document with necessary photographs and written descriptions. c. Keep reasonably free from dirt, dust, mud, and other debris from construction operations. . d. Clean a minimum of twice a week. e. Repair any damaged haul routes to match existing conditions before use. I I I - ---------- TRENr.HING BACKFILLING AND COMPACTING 1347401 . Page 2 - SECTION 02221 wp956 4. Disposal areas shall not be located in designated flood plain or wetland areas, . 1.04 ACCESS TO STREETS AND HlGHW A YS . A. Maintain suitable meatts of access for property owners abutting streets and highways involved in construction, except as specifically permitted otherwise by OWNER. B. Suitable access shall mean a roadway of sufficient width, free from ruts, potholes, and mudholes, . and capable of carrying a passenger car without damage to car. C. When access must be denied due to construction, provide suitable access within 24 hours after . responsible construction is completed. D. Whenever construction is stopped due to inclement weather, weekends, holidays, or other reasons, . suitable access shall be provided for property owners. 1.05 EXISTING UTILmES I A. Obtain from utility companies exact locations of buried utilities shown on Drawings. B. House services are not shown on Drawings. Obtain locations of house services from utility . companies. Services damaged by CONTRACTOR's operations shall be repaired at no cost to OWNER. C. Repair, at no additional cost to OWNER, existing fences, culverts, and drain tile disturbed by . construction. D. CONTRACTOR fully responsible for liaison with utility companies and for repairing, at no expense I to OWNER, utilities damaged by CONTRACTOR. E. In .event of break in existing water main, gas main, sewer, or electric or communication cable, I immediately notify responsible official of organization operating utility affected. 1.06 TRAFFIC CONTROL I A. Furnish, install, and maintain traffic control facilities required for Work, Remove when Work is completed. B. References: . I. lOOT Standard Specifications. 2. U.S. Department of Transportation Federal Highway Administration "Manual on Uniform I Traffic Control Devices for Streets and Highways," 1989 Edition, as amended. C. Submit traffic control plan for activities requiring traffic controL I D. Traffic control devices may be new or used, but shall meet standards of lOOT Standard Specifications. - . E. CPortabl€'~enerators shall not be used to power traffic control devices within 300' of residential {,'~, Cdwelliiiy, including apartments, between hours of 10:00 pm and 7:00 am. i.::--.:::~ -.r- L:.J- I'':;.."F. ;Wor~~~biIl conform to Section 1107.9, "Barricades and Warning Signs," of lOOT Standard . =; -SPecifiStions, unless specified otherwise. ~ c=< l!i._ I- U ~~ . Cl 0 r-- 0"1 I . --.-.- -- ~- . 1347401 TRENCHING. BACKFILLING AND COMPACTING . wp956 SECTION 02221 - Page 3 G. OWNER will furnish "NO PARKING" signs to facilitate removal of parked cars ahead of scheduled work. CONTRACTOR responsible for installation and maintenance of signs 48 hours in advance of . when cars must be removed. H. CONTRACTOR shall monitor condition of traffic control facilities at all times, including nonwork I hours. Repair or replace as necessary. I. Excavations shall be fenced. I J. Signs, barricades, and fences within and beyond Project area deemed appropriate by ENGINEER shall be responsibility of CONTRACTOR. Provide specially worded signs identifying business access to properties affected by construction or traffic control. I PART 2 PRODUCTS 2.01 PIPE BEDDING I A. Bedding for rigid sewer pipe 36" diameter and smaller: I. Use for reinforced concrete pipe and vitrified clay pipe. . 2. Class B bedding material shall be well graded, clean gravel, or crushed stone meeting following gradation: . Pipe ASTM C33 UJ -.J Size Coarse Aggregate 0 0 :::EC''") n ":'~ Table 2 Size Number b-' -l un .;.. -: 0--: - = . Up to 18" 67 0\ r= -ie, - :;<r- Do '-":'-;l 20" to 30" r'~' :Jl: ~ ti u 57 or 67 - ' 0:'::::: ~ ..:t:.--, I ~:;;~ co ,>d' Over 30" 57 or 67 or 467 ~. CJ1 - . B. Bedding for flexible sewer pipe: I. Use for plastic/concrete composite sewer pipe. 2. Type II bedding shall be graded coarse sand and gravels, granular and noncohesive with maxi- mum size of 3/4" and not more than 5% passing No. 200 sieve. . C. Bedding and trench bottom for pressure pipe: I. Use finely divided job excavated material left in trench bottom for ductile iron pipe or polyvinyl . chloride pipe. 2. If trench bottom material not suitable for hand working to uniform bearing surface or if in rock excavation, provide pipe bedding consisting of sand or gravel with maximum size of 1/2". I D. Trench bottom and bedding for ductile iron gravity sewer pipe: Use Class B bedding material shall be well graded, clean gravel or crushed stone with maximum size of 3/4", 95 % passing 1/2" and not more than 5% passing No.4 sieve. . E. Bedding and haunch material for interceptor sewer pipe: I. Use for reinforced concrete pipe 42" diameter and larger. 2. Installation and bedding requirements are based on Design Data 40 - Standard Installations and . Bedding Factors For The Indirect Design Method by American Concrete Pipe Association, March, 1993. 3. Installation types to be used: Type I and 2. See Drawings for locations of each type. . I TRENCHING BACKFILLlNG AND COMPACTING 13474 OJ . Page 4 - SECTION 02221 wp956 4. Soil types used in Design Data 40 are based on Standard Installations Direct Design (SIDD) ., classification, Equivalent Unified Soil Classification System (USCS) and American Association of State Highway and Transportation Officials (AASHTO) designations are as follows: . SIDDSOIL REPRESENTATIVE SOIL TYPES USCS AASHTO I Gravelly SW, SP AI, A3 I Sand GW,GP (SW) Sandy GM, SM, ML A2,A4 I Silt Also GC, SC (ML) with less than 20% nassinl>' #200 sieve I 5. Soil boring information indicates acceptable bedding and haunch material will be present in trench excavated material at certain locations. CONTRACTOR shall conduct laboratory testing I it deems necessary for identifying acceptable soil types. 6. CONTRACTOR may stockpile acceptable material obtained from trench excavation for use in locations where acceptable material is not encountered. CONTRACTOR shall purchase additional acceptable material, if needed, at no extra cost to OWNER. . 7. CONTRACTOR shall exercise care in handling and stockpiling acceptable material to prevent contamination and/or mixing with unacceptable material. 8. OWNER will conduct tests it deems necessary to monitor compliance with requirements for . acceptable bedding and haunch material and its installation. CONTRACTOR shall conduct testing it requires for monitoring and controlling its construction methods and means for compliance with Project requirements. 2.02 TRENCH BACKFILL I A. lob excavated material: Free from debris, stones larger than 1-1/2", organic matter, and frozen I material. B. Select backfill: Consisting of well-graded mineral particles with 100% passing 1-1/2" sieve and not over 10% passing No. 200 sieve. . C. Class A crushed stone: Conform to paragraph 4120.04 of Standard Specifications for Highway and Bridge Construction by Iowa Department of Transportation. . D. Backfill around pipe: I. Carefully placed backfill for rigid sewer pipe smaller than 42" diameter: Conform to Detail - CS-IO. I CZ. C~fully placed backfill for pressure pipe: Conform to Detail CS-25. ,:--: 63. ~~~nching and initial backfill for flexible sewer pipe: Conform to Detail CS-24. ~, :a.~. L:G;u:efully placed backfill for ductile iron gravity sewer pipe: Conform to Detail CS-IO. '! ~ 1 . b....::.; ""S. jI~unching for interceptor sewer pipe: Conform to Detail CS-30, ~ ~ \D '. :- ;== E. "eriiaipi'ng backfill (for all types of pipe): i:"r~ tL ;_T~ches heneath or closer than 5' to paved streets, drives, sidewalks, curb and gutter, seal coat . ~ street, or gravel street: Backfill with select backfill, Class A crushed stone or suitable job 0"\ excavated granular material meeting requirements of select backfill. If Class A crushed stone is used, material shall be placed in maximum J' lifts and compacted to 90% Modified Proctor . I . 13474 01 TRENCHING BACKFILLING AND COMPACTING . wp956 SECTION 02221 - Page 5 density. If suitable job-excavated granular material is used; placing and compacting shall not be paid separately. . 2. Trenches more than 5' from sidewalks, streets, drives, or curb and gutter: Backfill with suitable job excavated material. I F. Trench bottoms carried below required grade: Backfill with pea gravel, crushed rock, or pipe bedding material. G. Unauthorized excavation for appurtenances carried below required depth: Backfill with concrete. . H. New pipe below existing water, sewer, or gas main; or electrical or communication cable: Backfill under existing facility with select backfill. 1.0 --' I 0 0 2.03 BACKFILL FOR MANHOLES, APPURTENANCES, AND STRUCTURES <c-; n c::..~ :I>: -f u U (")-: - = A. Backfill material as required for adjacent trench. en r= I -:~'-. :-<;=:~ ",. .:>" ...., 2.04 SIDEWALK AND PAVEMENT MATERIALS :r ' , U 0:;1) ~d :<.::::.:: co ~ . A. Concrete sidewalks: :I> U1 I. Material: Concrete conforming to Iowa Department of Transportation C-3 mix. ~imum slump shall be 3". 2. Reinforcing: None, except where transverse to trench use four No.4 bars. . 3. Expansion joints: 1/2" preformed expansion joint material. B. Concrete streets and drives: . I. Aggregate base: Iowa DOT Std. Spec 4120.04 Class A crushed stone, 2. Pavement: Concrete conforming to Iowa Department of Transportation M-3 mix. 3. Reinforcing: None. I 4. Seal: Hot-applied bituminous material in accordance with AASHTO M173. 5.. Expansion joints: I" preformed expansion joint material. C. Asphalt streets, drives, and sidewalks: . I. Subbase course: a. Streets with existing brick or concrete base: Gravel or crushed rock; gradation as specified for concrete pavement. . b. Streets with existing gravel or crushed rock base: No subbase required. 2. Base course: a. Streets with existing brick or concrete base: Unreinforced concrete, b. Streets, drives, or sidewalks with existing gravel or crushed rock base: Crushed stone; . gradation as specified for concrete pavement. 3. Prime coat: Asphaltic primer MC-30. 4. Surface course: Hot-mix, equal in quality to existing pavement. . D. Seal coat or crushed stone streets or drives: I. Material: Crushed stone. 2. Gradation: Iowa DOT Std. Spec 4120.04, Class A or as tabulated below. . Sieve Size Percent Passing bv Weight . I" 100 1/2" 65-95 . No.4 40-60 No. 16 15-45 I TRENCHING BACKFILLING AND COMPACTING 1347401 . Page 6 - SECTION 02221 wp956 Percent Passin!! bv Wei!!ht . Sieve Size No. 200 5-13 . 3. Binder for seal coat streets and drives: Asphaltic binder MC-SOO. I 4. Dust abatement for crushed Tock base and seal coat streets, provide one of the following: a. Emulsified asphalt, Type ASTM D977 RS-I or RS-2. b. Calcium chloride. 2.05 TRENCHLESS CONSTRUCTION ACROSS STREETS, HIGHWAYS AND RAILROADS I A. Materials: I 1. Sewer: As specified in Section 02721. 2. Casing: Black steel pipe conforming to ASTM A53 for 24" and smaller and to ASTM A139 for 30" and larger. Material shall be Grade B. Full-circle, butt-welded joints conforming to a AWWA C206. 3. Casing chocks: As specified in Section 02721. B. Casing shall meet following minimal dimensional requirements. . Sewer Size Minimum Casing Size Casing Wall Thickness Inch Diameter Inch Diameter Inch . S 20 0.344 IS 36 0.531 . 42 none 54 none I 78 none PART 3 EXECUTION . 3.01 GENERAL REQUIREMENTS . A. Restore obstructions removed to accommodate equipment or to facilitate excavation. B. Trees, hedges, and shrubbery: . I. Minimize damage caused by construction operations. 2. Trim and repair trees, hedges, and shrubbery damaged by construction operations; remove broken branches. I 3. Cut no tree roots larger than 3" diameter. 4, Noti~ ENGINEER prior to removing trees larger than 2" in diameter and hedges and co ~i!.~ bery. en . rr-=:-\ ceO ~c. :r'renches.not requiring select backfill: Pile excavated material, suitable for backfill, in an orderly ~ nfann~rra.sufficient distance back from edge of excavation to avoid slides or cave-ins; 2'-0" , IiiInimul!Eclear distance. . ~ = .-~. [-~D. ~encb~requiring select backfill or Class A crushed stone backfill: Place unsuitable excavated fWlterial:ilirectly on trucks and haul away. No spoil banks permitted. . C"> . . 1347401 TRENCHING BACKFILLING AND COMPACTING wp956 SECTION 02221 - Page 7 . E. If granular material suitable for select backfill is encountered intrenches requiring select backfill: Pile in an orderly manner a sufficient distance, back from edge of excavation to avoid slides or cave- I ins; 2'-0" minimum clear distance. F. Excavate existing utilities sufficiently in advance of pipe laying to determine crossing arrangement. . No payment will be allowed for down time due to utility relocation. G. Excavation shall be open cut unless otherwise specified or shown. I H. Use caution when placing and compacting backfill to avoid placing construction loads on pipe which may damage or displace newly laid pipe. I I. For required clearance between sewers and water mains, see Section 02721. J. Make arrangements with utility companies to temporarily support, brace or remove utility poles either adjacent to or in trench excavation at no cost to OWNER. . K. Utility mains shown on Drawings, in conflict with trench excavation or new facilities: Perform relocation or make arrangements with utility to perform Work at no additional cost to OWNER . unless specifically described otherwise. L. Utility mains not shown on Drawings, in conflict with trench excavation or new facilities: I. Notify ENGINEER immediately. . 2. Authorized relocation performed by CONTRACTOR or performed by others at CONTRAC- TOR's expenSe paid for under provisions of Article II of General Conditions. I M. CONTRACTOR shall notify ENGINEER whenever field tile is encountered and submit its proposed method of restoring field tile to ENGINEER for review and approval. Any field tile encountered shall be restored by CONTRACTOR at no additional expense to OWNER. Repair or otherwise reconnect tile across trench after trench has been backfilled. CONTRACTOR shall document I location and elevation of any tile lines encountered on each side of trench. Field tile repair shall be made prior to respreading of topsoil. . 3.02 SOIL AND MATERIAL TESTING A. OWNER will retain independent, qualified testing agency to perform laboratory and field tests . specified and any additional tests required to determine compliance with specifications. CONTRACTOR shall perform laboratory and field tests it determines necessary for compliance with OSHA excavation requirements. . B. If tests indicate inadequate placement or compaction, CONTRACTOR shall correct inadequacies at no additional cost to OWNER. . 3.03 TRENCH EXCAVATION CLASSIFICATION A. Earth: Materials not classified as rock; includes clay, silt, sand and gravel, hardpan, disintegrated shale and rock, debris, and detached rock less than I cu yd in volume. . B. Rock: Materials that cannot be excavated without use of pneumatic tools, drilling and blasting, or line drilling and wedging, and detached pieces of such materials larger than I cu yd in <VOlume. ~ . 0 c:> "'7\\ C. Rock excavation is not anticipated. -<,G n )'; :.::: -l -==' - c=" 3.04 TRENCH EXCAVATION (EARTH) C;-. 0' , . --', c-; :~ -<>-- """ :.i b d A. Strip and stockpile topsoil for use in surface restoration. - {II ::Jt ...-.=~ -~ .--,,"' O.....~ '? ~........ eJ' . y N TRENCHING BACKFILI.lNG AND COMPACTING 1347401 . Page 8 - SECTION 02221 wp956 B. Trench width below top of pipe: Provide adequate width for proper pipe jointing operations and for . placing and compacting backfill. C, Slope walls of trench or provide trench shoring as required to comply with OSHA and safety I requirements. Use trench box or shield as required. D. Excavate to full depth by machine. Trench hottom shall be suitahle for hand working of finely . divided, loose, excavated material or for placement of pipe bedding material. E. If soft, spongy, or otherwise unstahle material is encountered which may not provide suitable I foundation for pipe: I. Notify ENGINEER immediately. 2. ENGINEER will authorize remedial measures in writing as required. I 3. Removal and replacement of questionable material will be authorized only if dewatering methods are unsuccessful in stahilizing trench bottom. 4. If removal of unsuitable material is authorized: a. Replace with crushed rock or clean gravel having same gradation as pipe bedding material. . b, Compact replacement material with vibratory or pneumatic tampers. c. Authorized overexcavation and backfill paid for as "Granular Fill Under Pipe." 5. Subsurface exploration indicates possihle presence of unsuitahle (peat) material near Boring 104 . and Boring 100A. OWNER or OWNER's consultant will probe 3'-5' below bottom of trench in vicinity of borings to evaluate extent of peat layer and determine if remedial measures are necessary . 6. Authorized remedial measures not covered hy contract unit prices paid for under provisions of . Article II in General Conditions. F. If refuse material from former landfill is encountered in Mesquakie Park, excavated material shall be . removed from site for disposal. in approved landfill. Seal exposed face of refuse material left in place with 2' minimum thick layer of compacted impervious backfill. G. Excavate by hand: I I. Under tree roots 3" and larger. 2. Under and around structures and utilities. 3.05 lOW A RIVER CROSSING . A. Work shall be performed during climatic conditions which minimize risk of high river levels. . B. Corps of Engineers' operation of upstream Coralville Dam affect:; flow rates in Iowa River. CONTRACTOR shall establish communications with dam operating personnel to maximize available information relative to upcoming dam release rates and resulting river stages. . C, No more than 60% of river width may he obstructed at any time during construction. D. All construction methods and facilities must he acceptable to Corps of Engineers. Comply with all . permit requirements of Corps of Engineers and Iowa Department of Natural Resources. Cl .-:::( ,E. ~t.C0~CTOR's option, pipe installation may be completed underwater by subaqueous methods . ' ._,' Q~_in d,f)EBy dewatered methods. ...:0::1-'4 ....;- 2 .-=~ L-.., Ii: ~aquoous construction methods shall include: . =, I-:- UpJiieam dike, wall, or other flow diversion method to prevent river flow from passing through = ~ t; ar~lof trenching, placement of bedding, pipe laying, and pipe backfilling. 2;::> Reliable and verifiable methods of placement of hedding and pipe laying to assure installation to s:; alignment and grade shown. ' . 3. Joint types and assembly methods which assure joints are pulled home and free of sand or bedding material. . . 13474 01 TRENCHING BACKFILLING AND COMPACTING . wp956 SECTION 02221 - Page 9 G, Provide silt fences, silt blankets, or other means as required to minimize siltation from construction activities. . H, Fine grained soils removed during trenching or used for coffer dams shall be disposed out of river and only granular soils may be used for backfilling below Elevation 625'. . UJ 3.06 EXCAVATION FOR APPURTENANCES a -.J 0 ~c-:: n 1,'1/ A. Excavate as required for appurtenances. J>::' -l 0--< - = . - en r= Carry excavation to firm, undisturhed soil. -;.r_ . B. :<(--- ",. U-d~ _Pt ::I: . C. Unauthorized excavation carried helow required depth: Backfill with concrete a~O:exp@se t~d OWNER. :r-~ CJl N 3.07 EROSION CONTROL . A. CONTRACTOR shall disturb a minimum area during construction, shall pile excavated material in a manner as to minimize erosion of material, shall promptly restore surfaces to prevent erosion, and . shall remove excess excavated material and debris and dispose of these materials in an acceptable manner to prevent erosion and sedimentation. CONTRACTOR shall employ erosion control measures and surface restoration procedures, as appropriate, in borrow and waste disposal areas. . B. Take care to minimize soil erosion during and after construction. C. Take measures necessary to prevent sediment from entering storm sewer inlets, surface drainage . courses, and prevent sediment from heing washed onto adjacent areas. D. Implement erosion and sediment controls included in Storm Water Pollution Prevention Plan. . Controls shall be constructed, installed, operated, inspected, and maintained throughout construction period. 3.0S TUNNELING, AUGERlNG, AND JACKING I A. Use for pipes where shown on Drawings and as allowed for utility crossings to minimize damage to existing utilities. Once started, provide continuous work on each crossing to minimize duration of . disruption to normal public use of affected area. B. Use augering, drilling, jacking, or open mining. . C. If mining is used, furnish and install necessary supports to protect against collapse. D, Jacking of interceptor sewer: . I. Use ASTM C76, Class IV, Wall C pipe. 2. Equip leading edge with cutter or shoe. 3. Provide grout holes with threaded connections in RCP jacked in place; pressure grout to fill voids between RCP and adjacent earth. Submit proposed pressure grouting procedure for . review prior to beginning jacking operations. E. Bore or clean out pipe or casing as augering or jacking proceeds. Methods used shall prevent . collapse of overburden or formation of voids around pipe. Installation of casing pipe through pre- bored hole after augering is complete not permitted. Removal of material from bored hole by washing, jetting, or sluicing not permitted. Use care to prevent damage to pipe liner. Repair . damaged liner. F. Carefully maintain vertical and horizontal alignment. Conform t(1 maximum misalignment limitations specified in Section 02721. . TRENCHING BACKFILLING AND COMPACTING 1347401 . Page 10 - SECTION 02221 wp956 G. When casing is used, completely fill void between casing and pipe with clean sand or pea gravel. . 3.09 SHEETING, SHORING AND BRACING . A. Construct sheeting, shoring and bracing where shown on Drawings and where required to hold walls of excavation to protect existing utilities, trees, structures, and other similar features and to provide . protection of employees. B. Design of sheeting, shoring and bracing shall be responsibility of CONTRACTOR and shall comply with OSHA requirements. ' . C. Sheeting which may be removed, in opinion of ENGINEER, without endangering utilities or structures shall be considered incidental and shall not be paid for. . D, Sheeting and shoring, the removal of which, in opinion of ENGINEER, might cause damage to pipe, utilities or structures shall be left in place and will be paid for in accordance with Section . 01025. E, When movable trench shield is used below center line of pipe, it shall be lifted prior to any forward movement to avoid pipe displacement, unless moved by rearward thrusting jacks. . 3.10 DEWATERING (OTHER THAN IOWA RIVER CROSSING) A. Execute Work in the dry. . B. Provide equipment for handling water encountered. C. Do not lay pipe or pour concrete on excessively wet soil. I D. Prevent surface water from flowing into excavation; promptly remove any water accumulated. . E. Divert stream flow and/or sewage away from areas of construction. F. Do not discharge water pumped from excavations to existing sanitary sewers. Discharge shall be . directed to natural drainage courses in manner to prevent erosion or ponding. Special exception to requirement shall be provided for water discharged from dewatering operations in Mesquakie Park (former landfill). Groundwater may be contaminated with leachate and shall be discharged to I Napoleon Park Pump Station. CONTRACTOR shall schedule construction of this segment of project to follow completion of downstream sewer segment to allow for temporary use of completed Iowa River crossing. G. Methods used shall not lower groundwater level more than 8' below invert of sewer. Provide, at no I additional cost to OWNER, temporary potable water supply to private properties served by private ;::}Veils tJltt go dry as result of dewatering operations. Methods used shall not cause settlement or . l't~. ..damag~o adjacent property. . ~, en Cia :: . H.~t (QI'ITRACTOR's option and no extra cost to OWNER, 6" layer of clean gravel or crushed rock " \.Omay,be-used in interceptor sewer trench bottom instead of pipe bedding to aid dewatering. . =- - -'.'<:'..J ~ 3nhl SIBEWAbK AND PAVEMENT REMOVAL a.:~ '::"'1. <.....) :..) :;-... -- 0 -- . a AG;Where-small portions of existing streets are removed, measure and record exact dimensions and elevations before pavement removal. Streets and curbs shall be rebuilt to same widths and elevations as existed prior to construction. B. Where large portions of existing streets are removed, replace using elevation information shown on . Drawings. . . 1347401 TRENCHING BACKFILLING AND COMPACTING . wp956 SECTION 02221 - Page 11 C. Remove pavement, sidewalk, or curh and gutter to minimum of. I '-0" from trench, No undercutting will be permitted. . D. Cut vertically and horizontally; remove on straight lines approximately parallel or perpendicular to center line of pavement. . E. Concrete pavement: I. Cut with concrete saw; minimum vertical cut full depth. 2. Concrete shall be removed to nearest longitudinal joint and a minimum of half the panel I between transverse joints. Only full or half panels may be removed. Full panels shall be removed if portion to remain is cracked or settled. . F. Sidewalk: Remove to nearest joint beyond minimum distance of I' -0" from edge of trench. G. Asphalt pavement: Cut edges neatly, minimum vertical cut full depth. '-0 . H. Seal coat or gravel surfaces: Remove with excavating machine. 0 -.J ~,-.,. a ~...~ c-) 'Od I. Dispose of waste material in disposal area ohtained by CONTRACTOR and appt<Jved by-' ENGINEER. ~ "; m "'-- I .= -i'- , :-<r "'" ~~ 3.12 SIOEW ALK AND PAVEMENT REPLACEMENT _r.'] :::::: j b U 0:::; ~ ---....... '?? -='J . A, Concrete sidewalks: ~-~ c..n I. Thickness: 4", except use 6" across driveways. N 2. Width and finish to match existing sidewalks. However, sidewalk width shall not be reduced to . less than 4'. 3. Expansion joints: Use joint material at intervals not exceeding 100' at property lines, next to curb ramps, at junction with existing Work, and along adjacent curbs. . 4. Finish: Provide edge and joint tooling and finish to match existing. 5. Place topsoil adjacent to sidewalk and curbs within 3 days after stripping forms. B. Curb and gutter: . I. Cross section and finish to match existing Work. 2. Expansion joints: Use joint material at intervals not exceeding 50' and at junction with existing Work. I C. Concrete streets and drives: I. Base: 6" crushed rock compacted to 95% maximum density as determined by ASTM D1557; meet gradation as specified. . 2. lOOT Type BT-3 joint for longitudinal joints and lOOT Type RT joint for transverse joints shall be used to joint existing concrete. 3. Place new concrete using lOOT M-3 mix. I 4. Minimum pavement thickness: a. Street: 8". b. Drive 7". 5. Joints shall be sawn "and sealed according to lOOT Detail RH-51. . 6. Finish: Match existing pavement. D. Asphalt streets, drives, and sidewalks: . I. Subbase course: a. Streets with concrete base: 6" crushed stone. b. Streets with existing gravel or crushed rock base: Place hase on trench backfill or existing . subgrade. c. Compact to 95% maximum density as determined by ASTM D1557. 2. Base course: a. Streets with concrete base: Construct concrete base of same thickness as was removed . using M-3 mix. lOOT Type BT-3 joint for longitudinal joints and lOOT Type RT joint for ---- TRENCHING BACKFILLING AND COMPACTING 1347401 . Page 12 - SECTION 02221 wp956 . transverse joints shall be used to joint hase to existing concrete. Concrete base shall be flush with existing concrete. b. Streets, drives, or sidewalks with existing gravel or crushed rock base: Use 6" thick . crushed stone. c. Compact to 95% maximum density as determined by ASTM D1557. 3. Prime coat: 0.1 gallon/sq yd on concrete base or 0.4 gallon/sq yd on gravel or crushed rock . base. Air temperature 550F minimum. . 4. Surface course: Hot-mix, equal in thickness to existing pavement; place and compact in layers not more than 2" thick. Minimum total thickness 3". 5. Machine place surface course on clean and primed base; match existing surface grade. I 6. Repair scars in existing asphalt surface resulting from construction operations. E. Seal coat, crushed stone streets, or drives: . 1. Compacted 6" thickness of crushed stone. 2. Seal coat streets and drives: Work shall conform to Iowa Department of Transportation Standard Specification Section 2307. Grade portion of surface disturbed; apply one coat of asphaltic binder CRS-2P at rate of 0.3 gallon/sq yd; cover immediately with 3/S" gravel or . crushed stone Gradation 21 at rate of 25 lh/sq yd. 3. Roll wearing course to finish grade. Time lapse between binder application and rolling should not exceed 30 minutes. . 4. Dust abatement for crushed stone base and seal coat streets. a. Provide dust abatement measures during construction until resurfacing is completed. b. Provide one of the following measures: ' I) Apply emulsified asphalt at minimum rate of 0.25 gallon/ sq yd. . 2) Apply calcium chloride at rate of 1.35 Ib (anhydrous weight)/sq yd. Follow calcium chloride with an application of water at rate of 0.12gallon/sq yd. c. Furnish labor, equipment, and material required to provide designated dust abatement I measures. 5. For double seal coat surface, repeat procedure for single coat. F. Maintenance of surfaces: . I. Pavement damage due to settlement of backfill: Repair for period of Bond. 2. Depressions more than 6" deep in aggregate surfaced areas: . Fill to grade for period of Bond. 3.13 CONSTRUCTION ALONG OR ACROSS HIGHWAYS, STREETS, AIRPORTS, AND RAILROADS . A. Before commencing Work, comply with permits from authorized officials of: I I. Iowa Department of Transportation (!DOT). 2. Johnson County Engineer. 3. CRANDlC Railroad. B. Construction across highways and streets: . I. Use open cut except where tunneling, augering, or jacking is shown on Drawings. 2. Provide warning lights, barricades, and tlaggers as required 'to protect Work and traffic. . d. Malntain traffic as follows and use methods as approved by specific agency. ,<t3Highways I and 921: No interruption. 1"'.--. Q"\ '1i.genton Street: No interruption. ' "-="'" ::r: .' ~ lc,:>:Riverside Drive: Street closing for a maximum of 7 consecutive days is allowed for open . ~ "'" r 1..0 ..) ;-excavation for installation of interceptor sewer. ~ - 'd. cDane Road: Road closing for maximum of 7 consecutive days is allowed for open <=-..;:U rtl f- ;::. ;;.excavation and temporary surface restoration. Temporary surface restoration shall be . --~ u ...) CConsidered incidental and will not be paid separately, Street closing for maximum of 2 0 .- -consecutive days is allowed for restoration of permanent' surface if completed at different en time from sewer installation. Work shall be completed between June 15, 1998 and August . 15,199S. 4, Traffic control for construction of interceptor along Riverside Drive and crossings of Highways I and 921 and Dane Road are shown on Drawings. Traffic control plans for other construction shall be developed hy CONTRACTOR for submittal to and approval by ENGINEER. . ---- ------ . 1347401 TRENCHING BACKFILLING AND COMPACTING wp956 SECTION 02221 - Page 13 . C. Construction across railroad: 1. Maintain traffic unless specifically permitted otherwise. . 2. Provide warning lights, signals, flaggers, or other precautiojlary measures as required to protect Work and traffic, 3. Use method approved by railroad. . 4. Officials of railroad shall have right to inspect and regulate Work. , <..0 -.J D, Construction on airport property: ~ _ 0 I. Provide representative for airport safety as specified in Section 0 I 005. :;; ~ ~ ~ ~ . 2. Construction access shall be from existing field access gates shown on Drawtngs~. - ==: 3. Comply with safety and p'rocedural requirements of airport manager. _I c" en J ~;-- -- -~ . - ,....,. _rri :J:: '" . 3.14 PIPE BEDDING 0::<.' iF'i A. Bedding for rigid sewer pipe 36" diameter and smaller: ~;oc;: ~ -=? 1. Class B bedding: Depth of bedding material as shown on Detail CS-IO. . 2. Provid~ ~ell. holes at ~ch pipe joint; allow access completely around circumference of pipe for proper JOintIng operatIons. 3. Trench bottoms carried below required grade: Backfill to proper elevation with bedding . material at no additional expense to OWNER. 4. Shape pipe bedding with template before placing pipe for pipe sizes greater than 24" diameter. Minimum depth of shaping to be 10% of outside pipe diameter. 5. Place in layers not to exceed 12" and compact by hand held tamping device. . 6. Force bedding under edge of pipe by slicing with shovel. B. Bedding for 42" diameter and larger interceptor sewer pipe: I I. Install as shown on Detail CS-30. 2. Refer to plan and profile Drawings to determine locations for Type I and Type 2 requirements. 3. Compaction of middle-third of bedding with mechanical compactors not permitted. I 4. Check grade of bedding at quarter points of each pipe length prior to setting pipe. C. Bedding for flexible sewer pipe (plastic/concrete composite sewer pipe): 1. Type II bedding: Thickness as shown on Detail CS-24. I 2. Provid~ ~ell. holes at ~ch pipe joint; allow access completely around circumference of pipe for proper JOinting operatIons. 3. Trench bottom carried below required grade; backfill to proper elevation with bedding material at no additional expense to OWNER. I 4. Compact bedding to 85% maximum density as determined by ASTM D698 and carefully level to provide uniform bearing for full length of pipe. . D. Bedding and trench bottom for pressure pipe: 1. Conform to Detail CS-25, 2. Minimum thickness of 2" of finely divided, loose material left in trench bottom shall be hand . worked with a shovel to provide uniform bearing and support for full length of pipe. If trench bottom material is not suitable for hand working to uniform bearing surface, provide 4" thick layer of pipe bedding consisting of sand or gravel as specified. 3. Provide bell holes at each pipe joint; allow access completely around circumference of pipe for . proper jointing operations. 4. Where trench is in rock, place 6" minimum depth of pipe bedding consisting of sand or gravel as specified. . E. Bedding and trench bottom for ductile iron gravity sewer pipe: See bedding for rigid pipe for Class B. . . TRENCHING BACKFII.I.ING AND COMPACTING 1347401 . Page 14 - SECTION 02221 wp956 . 3.15 BACKFILLING TRENCHES A. Backfill trench immediately after ENGINEER has recorded location of connections and appurte- . nances . B. Limit amount of trench open at one time to minimum. . C. Pull wood sheeting, to be removed, ahead of backfilling to prevent formation of voids. Steel sheeting may be pulled after backfilling. D. Carefully placed backfill for rigid sewer pipe 36" diameter and sfTIaller, pressure pipe, and ductile . iron gravity sewer pipe. . I. Pressure pipe: Place type of material and compact in 6" lay~rs to depths shown on Detail CS- . 25 for pressure pipe. 2. Rigid sewer pipe: Place type of material and compact to depths shown on Detail CS-lO. 3. Ductile iron gravity sewer pipe: Place type of material and compact to depths shown on Detail CS-IO. . 4. For rigid sewer pipe and ductile iron gravity sewer pipe, cohesive soils shall be placed and compacted in layers not exceeding 12" loose thickness. 5. Backfill shall be carefully placed with clamshell bucket or other similar means. Pushing . material over edge of trench will not be permitted. 6. Material shall be hand worked to completely fill all voids around pipe. 7. Backfill simultaneously on both sides of pipe to prevent displacement. . E. Haunching and initial backfill for flexible sewer pipe: I. Place type of material and compact to depths shown on Detail CS-24. 2. Haunching material shall be placed in one layer; initial backfill shall be placed in two layers, I one to top of pipe and one to 12" above pipe. 3. Backfill shall be carefully placed with clamshell bucket or other similar means. Pushing material over edge of trench will not be permitted. . 4.. Haunching material shall be hand worked with special care to fill all voids around pipe and provide adequate side support. 5. Backfill and compact simultaneously on both sides of pipe to prevent displacement. F. Haunching for 42" diameter and larger interceptor sewer pipe: I I. Place material and mechanically compact to depths shown on Detail CS-30. 2. Soils shall be placed and compacted in layers not exceeding 12" loose thickness. I 3. Carefully place material with clamshell bucket or other similar means. Pushing material over edge of trench is not permitted. 4. Haunching material shall be hand worked with special care to fill voids under pipe and provide adequate side support. . G. Remaining backfill (for all types of pipe): _I. Trenches beneath or closer than 5' to paved streets and drives, sidewalks, curb and gutter, seal . o co!!.t streets, or gravel surfaced streets and drives: Mechanically compact to 95% maximum , ., en ::density as determined by ASTM D698. Prepare upper porti!Jn of trench for surface restoration =- :oc ~t.:pavement replacement. '" , ,",",-,-" ""'-2. ,_Trenches more than 5' from sidewalks, streets, drives, or curb and gutter: Backfill in layers . , UJ '.'n5Cto exceed 12" and consolidate by mechanical compaction to 85% as determined by ASTM ~~ .. ' ~ - . "'p~8; fill upper portion of trench with topsoil and prepare for surface restoration; notify Eii t:; :C:~GINEER before mounding over trench or leveling off. Subsequent settlement: Refill, . = o compact, and level. &;3. well-broken excavated rock less than 12" maximum dimension may be placed in backfill from 2' overtop of pipe to within 2' of top of trench. . H. New pipe below existing water, sewer, or gas main: Backfill under existing water, sewer, or gas main with select backfill; mechanically compact to 95% maximum density as determined by ASTM D698; length of backfill at elevation of existing utility shall extend 5' each side of existing utility. . . 13474 01 TRENCHING BACKFILLING AND COMPACTING . wp956 SECTION 02221 - Page 15 3.16 BACKFILL FOR MANHOLES, APPURTENANCES AND STRUCTURES . A. Notify ENGINEER prior to backfilling. B. Backfill and compact as required for adjacent trench. . C. Backfill simultaneously on all sides; protect any waterproofing from damage. D. Carefully place backfill material to minimum of I' above highest pipe entering manhole or structure. . 3.17 GROUNDWATER BARRIER . A. Location: Former landfill site in Mesquakie Park where shown on Drawings. B. Continuity of trench backfill material shall be interrupted by low permeahility groundwater barrier . to impede passage of groundwater along hackfilled trench. C. Barrier shall be constructed of borrow clay material compacted to 95% maximum density as determined by ASTM D69S. . D. Barrier shall be minimum of 4' wide and shall extend for full trench width and depth to undisturbed soil. . 3.IS CLEANUP A. Clean up each portion of construction as it is completed. I B. Cleanup operations shall be kept within 500' of construction operations. . C. Clean up and remove rubbish, debris, and surplus material. UJ a -.J D. Leave site in neat condition. <c-.' C> n ~ J>~-::-, -f t.: I E. Reopen to traffic as soon as practicable. ~'-, - r.::::=.. - O"l T.= -1,-, u END OF SECTION ::<f- ". ~";;J _r'l - ~ I 0:;:: ~=jj 1) G. 1. Fink ~..-" <;? "=' l> 2) C. L. Meyer (J1 N I . . . . . . 13474 01 PLASTIC FILTER FABRIC . wp956 SECTION 02271 - Page I PART 1 GENERAL . 1.01 SECTION INCLUDES A. Site preparation. . B. Plastic filter fabric. 1.0 -..! 0 0 C. Material testing. <C") n "'TH J::>=- -f . ()-, - = O"l ~=:> 1.02 RELATED SECTIONS ~.- , ,.~ . ,; -<r ~ ,-,-. =- r", . Sl: .:ll\J A. Section 01300 - Submittals. 0:::0 ~~=n . ~::-t: en -.~ B. Section 02110 - Site Clearing. J;- Ul N . C. Section 02274 - Riprap. 1.03 SUBMITTALS . A. Submit mill certificate or affidavit attesting fabric furnished meets chemical, physical, and manufacturing requirements specified. . B. Submit one sample (8" x II ") of each type of fabric being furnished. C, Submit manufacturer's recommended procedures for handling, storage, installation, and seam I joining. 1.04 DELIVERY, HANDLING, AND STORAGE . A. During shipment, handling, and storage, plastic filter fabric shall be protected from direct sunlight, ultraviolet rays, temperatures greater than l40oF, mud, dirt, dust, and debris. I B. To maximum extent possible, fabric shall be maintained wrapped in heavy-duty protective covering. PART 2 PRODUCTS . 2.01 MATERIALS A. Plastic filter fabric: Pervious sheet of woven long chain synthetic polymer filaments (yarn) of I polypropylene monofilament yarns. B. Material shall exhibit the following physical properties: . Test Property Unit Method Value . Mullen Burst min. Dsi ASTM D3786 480 Grab Tensile min. . lb ASTM D4632 370 . Grab Elonl!ation. min. % ASTM D4632 15 AOS sieve size ASTM DI682 70 . Puncture Strenlrth, min. Ib ASTM D4833 135 . PLASTIC FILTER FABRIC 1347401 . Page 2 - SECTION 02271 wp956 I , Test Pronertv Unit Method Value . Geotextile Abrasion warp direction ~~ ASTM D4886 530 fm ',. . ,~~H 'lon I Manufacturer and type: Amoco Fabrics and Fibers "Style 1199", or equal. C. D. Material shall contain stabilizers and inhibitors to make filament resistant to ultraviolet and heat . deterioration. E. Fabric shall be manufactured so yarns will retain their relative position with respect to each other. . F. Edges shall be finished to prevent outer yarn from pulling away from fabric. 2.02 SEAMS . A. Sew seams of fabric with thread of material meeting chemical requirements specified for plastic . yarn, or bond by cementing or by heat. B. Sheets of filter fabric shall be attached at factory or another approved location to form sections not less than 15' wide. . C. Test seams in accordance with ASTM D1683, using I" square jaws and 12" per minute constant rate traverse. Strengths shall be not less than 90% of required tensile strength specified, or of unaged I fabric in any principal direction. 2.03 SECURING PINS A. Material: Steel, 3116" diameter, pointed at one end and fabricated with head to retain steel washer . having outside diameter of not less than 1.5". B. Length: Not less than 12". . PART 3 EXECUTION 3.01 SITE PREPARATION . A. Prior to installation of fabric, application surface shall be cleared of debris, sharp objects, tree roots, I and stumps. B. Prepare surface to receive fabric to relatively smooth condition free of obstructions, depressions, debris, and soft or low density pockets of material. . C. Wheel tracks or ruts in excess of 3" in depth shall be graded smooth or otherwise filled with soil to provide reasonably smooth surface. . 3.02 IN8:TALLNflON <,0_:. en ~.::3 I :.~~ ~ A. ~Placeippastic filter fabric in manner and at locations shown on Drawings, :~~ ~ .-:'i >~ 'B. w\t \I1e'~tJme of installation, fabric shall be rejected if it has defects, rips, holes, flaws, deterioration, =, -or d@iage incurred during manufacture, transportation, or storage. I l\2... f- '-<!. w' <-J ~'::-- o '-'6 r- - O"l . ------ I 13474 01 PLASTIC FILTER FABRIC I wp956 SECTION 02271 - Page 3 C. Place fabric with long dimension parallel to top of embankment, and lay smooth and free of tension, stress, folds, wrinkles, or creases. Strips shaU be placed to provide minimum width of IS" of I overlap or 4" for sewn joints. If sewn, fabric shall be stitched at rate of 4 stitches per inch, with nylon thread of at least 100 lb breaking strength. I D. Insert securing pins with washers through both strips of overlapped fabric at not greater than 3' intervals along a line through midpoint of overlap. Additional pins, regardless of location, shall be installed as necessary to prevent any slippage of filter fabric. . E. Place fabric so upstream strip of fabric will overlap downstream strip. F. Protect fabric at all times during construction from contamination by surface runoff, and any fabric I so contaminated shall be removed and replaced with uncontaminated fabric. G. Place material on fabric in such manner as to prevent tearing or shoving of cloth. Dumping of material directly on fabric will only be permitted to establish an initial working platform. No I vehicles or construction equipment shall be allowed on fabric prior to placement of granular blanket. H. Unless otherwise specified, granular material shall be placed to full required thickness and I compacted to satisfaction of ENGINEER before any loaded trucks are allowed on blanket. I. Any damage to fabric during its installation or during placement of granular material shall be . replaced by CONTRACTOR at no cost to OWNER. J. Torn fabric may be patched in-place by placing piece of same fabric over tear. Dimensions of shall be at least 2' larger than largest dimension of tear, and it shall be pinned to prevent granular I material from causing lap separation. K. Work shall be scheduled so that covering of fabric with layer of specified material is accomplished . within 7 days after placement of fabric. Failure to comply shall require replacement of fabric. END OF SECTION . I) G. J. Fink 2) C. L. Meyer UJ 0 -.J ~C-j 0 ("') ~ I )::.=, -f au (""")_. - .= - (J') :-= -:(- ~J :-(;- ",. ;0;1 _rr-, :z: . a:::.::' !":""~ ~:::: '?? " - :r-- <.J1 l'\:) . . . . . I 13474 01 GABIONS I wp956 SECTION 02273 - Page I PARTl GENERAL I 1.01 SECTION INCLUDES A. Furnish and install rock-filled wire mesh baskets or containers known as gab ions. I 1.02 SUBMITTALS I A. Complete fabrication details, specifications, certified test reports or certificate of compliance with specifications for gabion materials. I B. Drawings for assembly in the field. l.O PART 2 PRODUCTS a -.J 0 I ~C-:l ("') ~ 2.01 MATERIALS >= --l c-).- " - ~ en ,~_.. ~c-; u I A. Wire mesh fabric: Fed Spec QQ-W-46IH, galvanized carbon steel. -<r- ",. ~..;' ~ ~n! :E: 0:::: ~.=, Fastener clips: ASTM A313, stainless steel wire. co , B. ::t:-,. ~ 2:-. (J1 . 2.02 GABION BASKETS N I A. Fabricate in such manner that sides, ends, lid, and diaphragms can be assembled on site into rectangular baskets of sizes as recommended by manufacturer for intended application. . B. Single unit construction; base, lid, ends, and sides shall be either woven into single unit or one edge of members connected to base section of gab ion in such manner that strength and flexibility at connecting point is at least equal to that of mesh. Where length of gabion exceeds 1-1/2 horizontal I width, gabion shall be divided by diaphragms of same mesh and gage as body of gabions, into cells whose length does not exceed horizontal width. C. Furnished with necessary diaphragms secured in proper position on base in such manner that no I additional tying is required at juncture, Wire mesh shall be fabricated in such manner as to be nonraveling. This is defined as ability to resist pulling apart at any of twists or connections forming I mesh when single wire strand in section of mesh is cut. 2.03 ROCK FILL MATERIALS . A. Rock fill materials quality requirements shall be in accordance with Section 02274. B, Gradation: Conform to lOOT Section 4130.05 Erosion Stone Gradation No, 34. . C. Grade rocks or stones in size to produce reasonably dense mass. . 2.04 FABRICATION A. Basket units shall be of nonraveling construction and fabricated from double-twisted hexagonal mesh I of galvanized steel wire. Galvanized wire shall have diameter of 0.106". Wire used in fabrication . ----- GABIONS 13474.01 I Page 2 - SECTION 02273 wp956 I of gabion shall have soft tensile strength with Finish 5 Class 3 zinc coating of not less than 0.80 oz/ft2 of uncoated wire surface. B. Mesh openings: 3-1/4" x 4-1/2" approximately. I C. Selvedge and reinforcing wire: Galvanized wire O. i3" in diameter. I D. Lacing and connecting wire: Galvanized wire 0.09" in diameter. E. Locking wire fastener clips with twisted hook ends may be used in place of lacing wire. Fastener . clips when closed and locked shall have minimum tensile pull strength of 650 lb. PART 3 EXECUTION I 3.01 PREPARATION I Foundation areas for gabions shall be excavated and backfilled to the slopes, lines and grades A. shown. Geotextile fabric shall be placed under the gab ion. I 3.02 ASSEMBLY AND INSTALLATION A. Assemble and install in accordance with manufacturer's recommendations, . B. Empty gab ion units shall be assembled individually and placed on the prepared surface to lines and I grades indicated on Drawings. C. Sides, ends, and diaphragms shall be erected in such manner as to ensure correct position of all . creases and that tops of all sides are uniform, D. Adjoining gabion units shall be connected by tie wire lacing along perimeter of contact surfaces to obtain monolithic structure. Lacing of adjoining basket units shall be accomplished by continuous I stitching with alternating single and double loops, in accordance with manufacturer's recommenda- tions, spaced at intervals of not more than 6". Lacing wire terminals shall be securely fastened. . E. Locking wire fastener clips may be used in place of tie wire lacing and shall be spaced at interval of not more than 6" for all connections, including internal diaphragm to basket connection. Fastener I clips used for assembly of gab ion units shall only be attached when basket units are empty. F. After adjoining empty basket units are set to desired lines and grades and common sides with adjacent units thoroughly laced, stretch to remove any major kinks from mesh and form uniform I alignment. Stretching shall be accomplished to prevent any possible unraveling. G. AtirreguJar channel configurations, do not cut gab ion wire mesh; fold gabion wire mesh to desired . ~ slilIp'-:;;;:' 1'-' e."_-- .::;'1;.. 0::::0 r.. ~--: 1.:.J- 3.03~ROCK:FILE,>': . IT --'t- cr.=;u \..0 _ _ = - -'-(..) r. ~A. Rock~tlll!!1g operations shall carefully proceed with placement by hand or machine to assure ",-, &tininlllm=of voids between stones and maintenance of alignment throughout filling process. . ~due titflging of mesh shall be avoided. . I 1347401 GABIONS wp956 SECTION 02273 - Page 3 I B. Basket units in row shall be filled in stages consisting of maximum 10" courses, and at no time shall I cell be filled to depth exceeding 12" more than adjoining cell. Maximum height from which stone may be dropped into basket units shall be 3' . I C. Along exposed faces, outer 4" layer of stone shall be carefully placed and arranged by hand to ensure neat and compact appearance. In 4" outer layer, hand remove 3" stone and place at bottom of empty gabion. Last layer of stone shall be leveled with top of gab ion to allow for proper closing . of lid and to provide even surface that is uniform in appearance. Stones used on exposed faces shall have no dimension smaller than mesh opening size. I D. Lids shall be stretched tight over stone fill using crowbars or lid closing tools, until lid meets perimeter edges of front and end panel. Lid shall be tightly laced with tie wire along all edges, ends, and internal cell diaphragms by continuous stitching with alternating single and double loops, I in accordance with manufacturer's recommendations, spaced at intervals of not more than 6". Special attention shall be given to assure that all projections or wire ends are turned into baskets. Locking wire fastener clips spaced at intervals of not more than 6" along all edge, end, and internal . cell diaphragm connections may be used as an option. 3.04 PROTECTION OF WORK . A. No tracked or wheeled vehicles nor any heavy equipment shall travel over or on completed gabion. I END OF SECTION I) G. J. Fink . 2) C. L. Meyer 1.0 0 ....., ~C) 0 n ..c-.. .::- -f '7H I " c:; -.: - "= -f':-. C"I r=.. j' ;-<," , "" --.,.. I _r;"J ::Ji: Hu a=c- ,=- ~::,=: '?? '. Ii "~f )> U1 r", I . . I I I I 1347401 RIPRAP I wp956 SECTION 02274 - Page I PARTl GENERAL I 1.01 SECTION INCLUDES UJ A. Material testing. -.J a 0 I ~::~ n t:-;:o, B. Riprap bedding layer. J~~ -f tU 0-, - ~ - 0'\ 'T"'"~ C. Riprap. -j("' ---' '....--... ." ",. I _PC :n: ,\ ~ li 1.02 RELATED SECTIONS a~ 1'___ -, "'"'= -~." co --'-::~ i; <.n A. Section 02271 - Plastic Filter Fabric. N . 1.03 SUBMITTALS I A. Material test reports on abrasion, soundness, and specific gravity characteristic of bedding and riprap. Test reports conducted on materials from same ledge in same quarry within previous 10 years are acceptable. I B. Gradation test report on rip rap bedding material. PART 2 PRODUCTS . 2.01 RlPRAP BEDDING LAYER . A. Use well-graded crushed stone or gravel. B. Gradation: Well-graded with 6-1/2" maximum, 2-1/2" average, and not more than 5% passing No. . 16 sieve. C. Percent of loss shall not exceed: I I. AASHTO T96: 45%. 2. AASHTO T104: 20% (5-cycle of sodium sulfate solution). I D. Specific gravity: 2.50 minimum (ASTM CI27). 2.02 RlPRAP I A. Use sound and durable broken limestone, dolomite, or quartzite. B. Gradation: Conform to lOOT Section 4130.04, Class D or Class E. . C. Percent of loss shall not exceed: I. AASHTO T96: 50%. . 2. AASHTO T103: 10% after 25 cycles. D. Specific gravity: 2.50 minimum (ASTM CI27). . I I RIPRAP 1347401 I Page 2 - SECTION 02274 wp956 PART 3 EXECUTION I 3.01 FOUNDATION PREPARATION I A. Trim and dress areas to receive riprap to shape and dimensions shown on Drawings; maximum tolerance shall be :!: 3" from theoretical grade. . B. Areas below minus tolerance shall be filled and compacted with excavated material. 3.02 RIPRAP BEDDING LAYER I A. Place after excavation and grading has been completed, filter fabric installed, and area has been . observed by ENGINEER. B. Start placing bedding material at bottom of slopes. I C. Use placement methods which prevent segregation and sloughing of materials, D. Any damage to foundation shall be repaired prior to proceeding with additional bedding placement. I E. Final section shall be reasonably uniform using hand placement where necessary. . 3.03 RIPRAP A. Place on top of layer of bedding material. I B. Start placing riprap at bottom of slope. I C. Use methods to prevent segregation and sloughing of materials down slope, and produce reasonably well-graded mass of stone. D. Place to full course thickness at one operation and in such a manner as to avoid displacing bedding I material. E. Larger stones shall be well distributed, and entire mass of stone shall conform approximately to I gradation specified. Riprap shall be so placed and distributed that there will be no large accumulations of either larger or smaller sizes of stone. I F. Some roughness in surface is desirable to decrease velocity of water, but mass shall be fairly compact with all sizes of material placed in their proper proportions. Hand placing or rearranging . of individual stones by mechanical equipment may be required to extent necessary to secure results specified. END OF SECTION . ('oJ 0 .-:t I) G. J6fink::~ I '[ - r,-;O 2) :;=-~. L.-MeYJlr-:: l ~,~ ce: -.::::~ , ~.t-- ~ o.D ..u I = - 11;1 f- -.""r- -- ....~ L,,-__", u :.:t:::;: 0 0 r- - I en ---- ---------- I 13474 01 SEWERAGE SYSTEMS wp956 SECTION 02721 - Page I I PARTl GENERAL I 1.01 SECTION INCLUDES A. Reinforced concrete pipe (RCP); vitrified clay pipe (VCP); plastic/concrete composite sewer pipe; I ductile iron pipe (DIP); and polyvinyl chloride (PVC) pressure pipe. B. Service connections and markers. I C. Manholes and accessories. \.0 D. Inlets, catch basins and accessories, a -.J 0 ...:::::.("") n ~'J . E. Casing chocks. ;p.:: -f l:!/t (""') --. - = - en ~ F. Existing manhole rehabilitation. --f, II ::<- o-c-, . . ". I _r! :z .Iv:; G. Temporary sewer plugs. o::t' ~:J ~~: '?? :r:- en . H. Connections to existing system, and between pipes of dissimilar materials. N I. Concrete encasement. I J. New sewer or force main paralleling water main, or crossing water main, K. Relocation of water mains. I L. Repair of damaged water mains and services; sanitary and storm sewers; and sanitary service connections. . M. Waterproofing. N. Tests. . 1.02 RELATED SECTIONS A. Section 01300 - Submittals. . B. Section 02221 - Trenching, Backfilling, and Compacting. I C. Section 03300 - Cast-in-Place Concrete. D. Section 06620 - Plastic Liner. . 1.03 SUBMITTALS A. Include manufacturer's catalog data for pipe, pipe joints, gaskets, frames, lids, and gratings, . B. Submit certificates from manufacturer evidencing compliance with standards listed herein for pipe, pipe joints, frames, lids, and gratings. . C. Certification by nationally recognized, independent organization that components, materials, and treatment chemicals in contact with potable water conform to ANSI/NSF Standard 60 or 61, as applicable. . I SEWERAGE SYSTEMS 1347401 . Page 2 - SECTION 02721 wp956 1.04 QUALITY ASSURANCE . A. Reinforced concrete pipe (RCP): . I. Pipe materials and manufacture shall be tested in accordance with ASTM C76. 2. In addition to material and visual test requirements, 3 sections of 78" and 3 sections of 54" pipe shall be tested by 3-edge bearing method. Load to produce 0.01" crack shall be determined on two unlined pipe sections of each pipe size and load to produce 0.01" crack and ultimate . strength of lined pipe shall be determined on third pipe section. If requested, additional 3-edge bearing tests of lined pipe shall be conducted to determine ultimate strength of pipe at no additional cost to OWNER. Total number of pipe tested, including initial tests, shall not exceed I 12 total pipe sections. No pipe sections used for 3-edge bearing tests shall be used on Project. 3. Certified copies of results of 3-edge bearing tests for all other pipe sizes on this Project conducted by pipe manufacturer after January, 1995, may be submitted instead of conducting 3- . edge bearing tests on pipe manufactured specifically for this Contract. Pipe sizes for which certified tests are not available shall have 3 sections tested as specified. Notify ENGINEER at least 24 hours prior to conducting 3-edge bearing tests. B. Components, materials, and treatment chemicals that come into contact with potable water shall be I certified for conformance to ANSIINSF Standard 60 or 61, as applicable. PART 2 PRODUCTS . 2.01 REINFORCED CONCRETE PIPE (RCP) A. Location: . I. Sanitary sewer, 12" and larger. 2. Optional for 72" sanitary sewer crossing Iowa River where shown on Drawings. I B. Design and material: ASTM C76. Sizes larger than listed in ASTM C76 shall be designed using same criteria as included in ASTM C76. Minimum thickness shall be Wall B. Cement shall be ASTM C150, Type II. Pipe 42" and larger in diameter shall be furnished in 12'-0" minimum I lengths. C. Class: As shown on Drawings. If not shown, minimum strength shall be Class III, River crossing I pipe shall be Class IV minimum. D. Ends: Tongue-and-groove or bell-and-spigot. 1. Pipe 36" and smaller: Bell-and-spigot. I 2. Pipe larger than 36": Tongue-and-groove. E. Fittings: Includes tees and mitered pipe. I 1. Conform to requirements for reinforced concrete pipe in same location. 2. Fabrication: Shop-welded reinforcement. ~ Mitered fittings: I a a. :Maximum angle of single mitered fitting: 450. l,~'c~ en b::: :Miters in a bend shall be equal angles. '!-: " ::c S ~astic-lined in accordance with requirements for pipe. ~~j "'" d.l~Field-applied asphalt waterproofing on exterior of fabricated joints: Hydrocide 700 or 700B . , '-'::as manufactured by Sonneborn Building Products, Inc., or equal. =- <..0 = - '-(.) tncF. ~ni~g:;Pipe, tees, and mitered fittings 42" and larger shall be plastic-lined for 3600 circumference I 'iii accoillimce with Section 06620. Plastic lining not required for crossing Iowa River between @phon structures. Pipe between siphon structures shall be lined with coal-tar epoxy with minimum dry film thickness of 16 mils. . . II 13474 01 SEWERA.GE SYSTEMS wp956 SECTION 02721 - Page 3 . G. Rubber ring, gasket type, flexible joint: I. Pipe smaller than 42" diameter: ASTM C443. I 2. Pipe 42" and larger: ASTM C361. H. Pipe markings: Pipe shall be marked with date of manufacture and ASTM class. If quadrant . reinforcement is used, top shall be marked on outside of pipe. I. Lift holes not allowed for concrete pipe. Provide grout holes for jacked pipe as specified in Section 02221. I J. Pipe manufacturing plant or key personnel shall meet following minimum qualifications: I. Minimum of 5 years experience producing RCP in accordance with ASTM standards required . for this Project. 2. Produced at least 10,000' of RCP 60" or larger in accordance with ASTM standards required for this Project. 3. Produced at least 5,000' of plastic-lined pipe. UJ I 0 -.J K. Pipe plant manufacturing pipe for this Project shall provide following: ,~() 0 n ~~l I. Concrete batching and mixing facility located on site of pipe plant. :c::=; -f . 2. Heated building for installing plastic liner and casting pipe during winter dpefatio~ = . ~~ ...:'.-Jc: , :-<;-- "'" j'.-:"-' 2.02 LOW-HEAD CONCRETE PRESSURE PIPE . ' till _fl, 3: a:::r:' r_...;.;~ I ~;;".: 0::) '_~,~' A. Location: Optional for 72" sanitary sewer for crossing Iowa River between E;iSt and ~t Siphon structures. N I B. Material: AWWA C302 with Type II cement. In addition, conform to following: I. Joint lubricant: Vegetable base. 2. Joint sealant: Preformed butyl resin material of size and shape to completely fill joint spaces I and provide barrier for steel end ring; "ConSeaI CS-102" by Concrete Sealants, Inc., or equal. 3.' Steel joint coating: Steel end ring coating. a. Shop-applied zinc primer Tnemec "Tneme-Zinc", or equal. b. Field-applied "ConSeaI CS-75" by Concrete Sealants, Inc., or equal. I 4. Joint wrap: Butyl resin laminated to polyolefin barrier, 12" wide x 1/10" thick, joint wrap to prevent backfill from entering joint, protect steel end rings, and minimize infiltration; "ConWrap CS-212" by Concrete Sealants, Inc" or equal. I 5. Interior pipe lining: Coal-tar epoxy. Minimum dry film thickness shall be 16 mils on concrete and 8 mils on steel joint ring. C. Design criteria for pipe and fittings: I I. Total external load on pipe: 19,000 lb/ft. 2. Bedding factor: 1.9. 3. Safety factor: 1.5. I 4. Internal pressure: 10 psi. 5. Dimensions: Except for fittings and closure pieces, each pipe shall be not less than 12' long. 6. Joints shall have steel bell and spigot joint rings with O-ring rubber gaskets. 7. Fittings and bends shall be lined in accordance with requirements for pipe. . D. Pipe markings: Pipe shall be marked with date of manufacturer. I E. Material tests; Concrete and steel test in accordance with A WW A C302, Section 5.2.1 and 5.2.2 shall be submitted. F. Lift hole not allowed. . !I SEWERAGE SYSTEMS 1347401 I Page 4 - SECTION 02721 wp956 G. Mechanical couplings: . I. If used for tield closure: Series 411 by Rockwell International, or equal. 2. Designed for use with low.head concrete pipe and shall provide minimum of 20 angular . deflection. 3. Coupling sleeve: Type 316 stainless steel and at least 10" in length. 4. Followers, bolts, and nuts: Type 316 stainless steel. 5. Gaskets: Specially compounded Grade 60 by Rockwell International, or equal. I 2.03 VITRIFIED CLAY PIPE (VCP) A. Location: Optional for sanitary sewer and sanitary service piping, 10" and smaller, except where . shown on Drawings. B. Material: Extra strength; ASTM C700. . C. Flexible compression joint: I. Place jointing material on pipe at plant of manufacture. . 2. Joint materials: ASTM C425. D. CONTRACTOR may use following type joint at its option: . I. Preformed PVC collar and molded urethane band instead of clay bell. 2. Type: Similar to "No-Bel" by RobinsonlStreator Division of Clow; PVC joint by Dickey Company, or equal. 3. Joint shall conform to ASTM C425. I 2.04 PLASTIC/CONCRETE COMPOSITE SEWER PIPE A. Location: Optional for sanitary sewer, 10" and smaller. . B. Pipe and fittings: ABS or PVC; conform to ASTM D2680. C. Joints: Elastomeric gasketed in accordance with ASTM D3212. Gaskets shall comply with . requirements in ASTM F477 and F9J3. 2.05 DUCTILE IRON PIPE (01) I A. Location: . I. Optional for sanitary sewer 10" and smaller. 2. Where shown on Drawings for crossing Iowa River. 3. Overflow of South Riverside Lift Station. 4. Force main pipe at South Riverside Lift Station. I B. Conform to AWWA CI51. C. Wall thickness: I 2 lO:..,and smaller: Class 52. o-i ~y'i!r crossing: Class 53, except optional ball joint pipe shall be Class 56. . __ __ ':r;~ D Ji' .',' ~ , .; ~ttlngs :.~ L-'. - .- .,., I. AWWA ClIO, except AWWA CI53 be used for sizes 24" and smaller. ~ ~ Railid working pressure: 250 psi minimum. . ~,iE. ~intS~~echanical or push-on in accordance with A WW A Clll, except river crossing pipe may be rball joint'at CONTRACTOR's option. Provide flanged joint for connection to plug valve on "bverflow of South Riverside Lift Station. . I . 1347401 SEWERAGE SYSTEMS . wp956 SECTION 02721 - Page 5 F. Pipe and fittings exterior coating: Asphaltic coating in accordance with AWWA C15!. . G. Double thickness cement lining with asphaltic seal coat for pipe and fittings in accordance with AWWA CI04, I 2.06 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE A. Location: Optional for relocated water main 12" and smaller ifrequired. . B. Material: AWWA C9OO. C. Class: Class 200, DR 14. I D. Joints shall be integral bell with elastomeric gaskets. E. Fittings shall be cast or ductile iron, furnished by pipe manufacturer and rated for 200 psi. I F. PVC pipe materials may not be used in areas where there is likelihood pipe will be exposed to significant concentrations of pollutants comprised of low-molecular weight petroleum products or I organic solvents or their vapors. G. Wire for location of plastic piping shall be No. 12 solid copper, THHN insulation l!! yello~r orange color. ::::"0 g . :t-.,.=- -i ~ 2.07 SERVICE CONNECTIONS CJ-,,_ - "=> O"l r=. -iC:, . :-< r-- ;~-ii1 A. Service tee: 4" branch diameter. ' ' """ I -.r-, :x 0-- -~ ,7 ~:::r: CD ....,-".; B. Risers: Conform to Detail CS-7. p .. CJ1 I '" C. Optional pipe materials: Ductile iron as previously specified or solid wall ABS conforming to ASTM D275!. I 2.0S MANHOLES A. Manholes for lateral sanitary sewers: I !. Reinforced concrete pipe; ASTM C76 Class II, Wall B, or ASTM C47S, Mark date of manufacture. Lift holes that do not penetrate wall are permitted. 2. Eccentric top. 3. Joints: Rubber ring gasket, ASTM C443. I 4. Pipe blockouts at base shall be factory fabricated. 5. Separate floor slab or integral floor and wall riser section may be used. 6. Field-applied asphalt waterproofing: "Hyrocide 700 or 7ooB" as manufactured by Sonneborn I Building Products, Inc., or equal. 7. See Detail CS-2 on Drawings. B. Manhole risers for interceptor sewers 48" and larger: . !. Reinforced concrete pipe; ASTM C76 Class II, Wall B, or ASTM C47S, Mark date of manufacture. Exterior lift holes that do not penetrate interior surface are permitted. 2. Flat top designed for H-20 traffic load. . 3. Joints: Rubber ring gasket, ASTM C443. 4. Precast platform with 24" diameter eccentric opening. 5. Interior walls, top, and precast platform shall be PVC-lined. 6. Field-applied asphalt waterproofing: "Hydrocide 700 or 7ooB" by Sonneborn Building Products . Inc., or equal. . SEWERAGE SYSTEMS 1147401 . Page 6 - SECTION 02721 wp956 7. Pipe blockouts in wall for lateral sewer connections shall be factory fabricated. . 8. See Detail CS-31 on Drawings. C. Manhole for 42" interceptor sewers: . I. Reinforced concrete pipe; ASTM C76 Class II, Wall B, or ASTM C478, Mark date of manufacture. Exterior lift holes that do not penetrate interior surface are permitted, 2. Flat top designed for H-20 traffic load. I 3. Joints: Rubber ring gasket, ASTM C443. 4. Interior walls and top shall be PVC-lined. 5. Field-applied asphalt waterproofing: "Hydrocide 700 or 700B" by Sonneborn Building Products . Inc., or equal. 6. Pipe blockouts in wall for lateral sewer connections shall be factory fabricated. 7. See Detail CS-32 on Drawings. .1 2.09 MANHOLE ACCESSORIES A. Manhole steps: . I. Polypropylene encapsulating 1/2" steel rod. 2. Minimum dimensions: a. Embedment: 3". . b: Projection: 4" clear. c. Width: 10". 3. Steps shall be free of sharp edges, have nonslip surface and have end lugs to prevent feet from slipping off step. . B. Standard frame and lid: I. Gray cast iron or ductile iron; minimum clear opening: 22". . 2. Model: "Neenah" R-1670, or equal. 3. Minimum weight: 335 lb. 4. Lid: Nonrocking in roadways, "Neenah" self-sealing with continuous gasket and concealed pickhole, or equal. I C. Watertight frame and lid: I. Minimum clear opening; 22": "Neenah" R-1755-E, or equal. I 2. Inner lid: Provide with neoprene gasket, bronze tightening bolt, machined bearing surfaces, and channel iron locking bar. 3, Outer lid: Self-sealing type with continuous gasket and concealed pickhole, 4. Provide where shown or where manhole rim is below ground elevation. . D. Use flexible, watertight connection device between manhole wall and sewer pipe for lateral and interceptor sewer manholes. I I. Conform to requirements of ASTM C923. 2. Previous test results conducted by independent testing laboratory within 5 years of bid date may be used. I E. Manhole chimney seal: I. Interior seal: ('oj a. Required for manholes in paved areas. . c:> b. :Rubber sleeve: Extruded or molded from high-grade rubber compound conforming to en ,,'::Jipplicable requirements of ASTM C923. Sleeve shall be minimum 3/16" thick, double- l..=-..':: ~ ~:pleated with minimum unexpanded width of 8" and shall be capable of expansion to 10" n ~ ~ ;;;;: . LJi,.. ::3 ;when installed. Upper and lower contact surfaces shall have multiple, continuous sealing d U) ._ ,flits molded into sleeve. ==' ;: c,:: Steel bands: Expandable, stainless steel conforming to ASTM A240, Type 304. Bands ll' U :..:lsliall be 16-gage by 1-3/4" wide minimum. Screws, bolts, and nuts shall be stainless steel . ~ '-" ~ @nforming to ASTM F593 and F594, Type 304. en . I 13474 01 SEWERAGE SYSTEMS I wp956 SECTION 02721 - Page 7 d. Manufacturer: Cretex, Manhole Chimney Seal, or equal. 2. Exterior seal: . a. Required for manholes subject to surface water inundation. b. Rubber sleeve: Extruded or molded from high-grade rubber compound conforming to applicable requirements of ASTM C923. Sleeve shall be minimum 3/16" thick, double- I pleated with minimum unexpanded width as required for installation and shall be capable of 2" expansion when installed. Upper and lower contact surfaces shall have multiple, continuous sealing fins molded into sleeve. c. Steel bands: Expandable, stainless steel conforming to ASTM A240, Type 304. Bands I shall be 16-gage by 1-3/4" wide minimum. Screws, bolts, and nuts shall be stainless steel conforming to ASTM F593 and F594, Type 304. d. Manufacturer: Cretex, Manhole Chimney Seal, or equal. I 2.10 CASING CHOCKS A. Use casing chocks to aid installation and properly position sewer in casing pipe, I B. Casing chocks shall have following features: I. Bolt-on shell made in two or more sections. . 2. Plastic runners attached to shell to support sewer from bottom of casing and provide clearance at top of casing. C. Materials: I I. Shell, fasteners, and other metallic parts: Type 304 stainless steel. <.0 2. Liner: Neoprene rubber. a -.J :::;::~ 0 3. Runners: High-density polyethylene. )>~ n ~~ ~, ..... 1,; I 0- - == D. Casing chock width: 12". -- 0'\ 7=> ~r-. j ;<,~,: :J:>, ':'""71 E. Spacing: One near each sewer pipe bell. _1\"\ ::z: ;j \I b I o.::c .,~~ ~::::: co :..~. 2.11 WATER MAIN AND SERVICES RELOCATION AND REPAIR ACCESSORIE~ CJl N I A. Connections to existing mains: I. Nonpressure locations: Cutting-in sleeves, Clow F-1220, or equal. 2. Pressure locations: Tapping split tees, Ford "Fast," Smith-Blair 662 or 663, or equal. I B. Water service accessories: I. Corporation stops: McDonald No. 4701 or 4701B, or equal. 2. Curb stops: McDonald No, 6100, or equal. I 3. Service boxes complete with lid and plug: McDonald No, 5601 or No. 5603, or equal. 2.12 SEWER MAIN AND SERVICE CONNECTION REPAIR ACCESSORIES I A. Flexible coupling: Clow "Band-Seal Repair Coupling," or equal. 2.13 TEMPORARY SEWER PLUG . A. Material: Brick and mortar. . B. Conform to shape of sewer and provide watertight installation. I . SEWERAGE SYSTEMS 1347401 . Page 8 - SECTION 02721 wp956 2.14 EXISTING MANHOLE REHABILITATION MATERIALS . A. Use for sealing precast wall joints and around pipe connections. . B. Nonshrink grout: I. Grout: Nonmetallic, nongas-forming, and free of chlorides, gypsum, or corrosive-type I materials. 2. Products of following manufacturers, or equal, are acceptable: a. "Five Star Grout" by U. S. Grout Corporation. b. "Crystex" by L. & M. Construction Chemicals, Inc. . c. "V-I Grout. by W. R. Meadows, Inc. d. "Octocrete" by IPA Systems, Inc. C. Activated oakum: . I. Jute oakum: Made in rope form double-yarn construction, containing less than 8% oil by weight. Jute fiber shall be practically free from hard, coarse fibers and extraneous matter. 2. Grouting compound: Hydrophilic polymer which when mixed equal quantity of water will I expand 10-12 times original volume and cure to form tough, flexible, cellular rubber urethane foam gasket which adheres to surface it is in contact with. a. Viscosity: 300-500 centipoise. . b. Solids content: 82% to 88% by weight. 3. Cured grouting compound properties: a. Tensile strength: 80 psi. b. Elongation: 700%. . c. Density: . 14 lb/cu ft. d. Maximum linear shrinkage: 18%. e. Resistant to organic solvents, mild acids, and alkalies. I 4. Manufacturer: 3M Company, Avanti International, or equal. D. Chemical grout: I.. Use for sealing precast joints, wall cracks, or apron. I 2. Urethane foam type: a. Cure time, with accelerator: 5.5 minutes at 400F to 2.6 minutes at loooF. b. Liquid prepolymer shall contain solid or active material cortstituting 82%-88% by weight. I c. Physical properties of cured foam: Approximately 14 lb/cu ft density, 80-90 psi tensile strength and 700%-800% elongation. 3. Mixing and handling: In strict accordance with manufacturer's recommendations. I 4. Grout material used must meet minimum performance standards as follows: a. Must be able to react in moving water. b. Final cured grout must be impervious to water penetration and able to withstand submergence in water without degradation. I c. Cured grout must not be biodegradable, and shall be chemically stable and resistant to acids, alkalis, and organics normally found in sewage. Cured grout must be resistant to root intrusion and chemically inhibit existing root growth. . d. Catalyzation shall take place at point of injection/repair. E. ExtemaJ waterproofing: I. Use for exterior waterproofing existing wall, chimney, and corbel. . 2. Asphalt waterproofing membrane system: "Hydrocide 700" manufactured by Sonneborn N Building Products, Inc" or equal. co -<:t: . ,,-3= c' 0:0 .....:c_'!.-_, :'I: _d--:: .. ~ I' Ll., .c:: -..i>- '_ii- n \.0 -- . ~ - -u = _=<1: n, l- t' u . ~ -'- '--'~ 0 C) .- - . O"l I 13474 01 SEWERAGE SYSTEMS I wp956 SECTION 02721 - Page 9 2.15 PLUG VALVE I A. Locate valve in manhole with extended stem and operating nut in floor box. B. Actuator shall be suitable for submerged installation. I C. Body material: Cast iron, ASTM A126, Class B with stainless steel bolts, D. Plug: Cast iron or ductile iron with resilient facing of neoprene or Buna-N. . v;! a -.J E. Body seats: 90% nickel chrome raised seat. 0 ~("") n cr~ :t>:::- ---I llO F. Packing: Buna V-flex or TFE. 0-.. - ~ . - 0'\ -~ :;S: J G. End connections: Flanged. ,," "'" ..""'?~ _r', ::rc ~ >t l.! 0':;::: -"-='t 9? " I H. Manufacturer: DeZurik Figure liS, or equal. - -, '.~ ~~ )> CJ1 PART 3 EXECUTION N I 3.01 PIPE INSTALLATION A. Pipes shall be stored, handled, joined, laid, and otherwise installed in conformance to pipe I manufacturer's recommendations. B. Before installation, verify all measurements at site; make necessary field measurements to accurately . determine sewer make-up lengths or closures. C. Use proper pipe unloading and handling procedures to prevent damage to pipe and coating. . D. Carefully protect joint material from injury while handling and storing pipe; support pipe to keep weight off joint material; use no pipe with joints deformed, gouged, or otherwise impaired. . E. Keep pipe clean of dirt and foreign matter; clean bell and spigot surfaces of pipe with gasket-type joints and paint with lubricant recommended by manufacturer prior to jointing pipe; conform to manufacturer's recommendations. . F. Touch-up abraded pipe coatings. G. Joints shall be kept clean and installed in accordance with manufacturer's recommendations. I H. Gravity sewers: 1. Commence at lowest point in line; lay spigot ends pointing in direction of flow. . 2. Lower pipe carefully into trench; lay true to line and grade. 3. Check grade of pipe bedding at quarter points of each pipe length prior to setting pipe. Provide smooth, uniform invert; spigots shall bear against bell shoulders. 4. Line and grade: . a. Set offset hubs as required from bench marks, control points, and base lines provided by OWNER. b. Check grade of each pipe; check line of every other length of pipe. Laser beam equipment I surveying instruments or other suitable methods shall be used to maintain alignment and grade. 5. Check each length of pipe for defects and hairline cracks at ends prior to lowering into trench. . No defective pipe shall be used. I SEWERAGE SYSTEMS 1347401 I Page 10 - SECTION 02721 wp956 6. Alignment test: II a. Check alignment by lamping, laser, or other approved survey method. b. Sewers 42" and larger, maximum misalignment: II I) Vertical: 0.10'. 2) Horizontal; 0.50'. c. Sewers smaller than 42": Lamp shall be visible through section of pipe lamped. d. Misaligned, displaced, or otherwise defective sewer shall be repaired or replaced at I CONTRACTOR's expense. 7. Flexible sewer pipe installations shall result in installed pipe having deflection of less than 5%, Installed pipe deflection shall be tested by CONTRACTOR with rigid ball or 9-arm mandrel or I other approved "Go-No Go" device. Sewer shall be tested no sooner than 30 days after backfilling. Pipe with deflection exceeding 5% shall be removed and replaced at no cost to OWNER. I 8. Stepping on pipe before backfilling not allowed. I. Low-head concrete pressure pipe option: I. Rubber and steel bell and spigot joints: Install in accordance with pipe manufacturer's I recommendations. Immediately before pipes are joined, all spigot and bell surfaces shall be thoroughly cleaned and bell surfaces shall be coated with joint lubricant. Gasket shall be lubricated and positioned in spigot groove so that gasket is distributed uniformly around I circumference. After each joint is completed, position of gasket shall be checked using feeler gauge. If gasket is not in proper position, joint shall be pulled apart, gasket removed and discarded, joint reassembled using new, properly lubricated gasket. 2. Where sewer is installed in dry, joint space outside and inside shall be sealed and completely I filled with ConSeaI CS-102, or equal sealant material. Sealant material shall be preformed to such size and shape to seal and completely fill joint space after jointing operation is completed. Preformed sealant shall be placed on outside shoulder of spigot and inside shoulder of bell just I prior to lowering pipe ihto trench. After completion of jointing operating, exterior of joint shall be wrapped with ConWrap CS-212, or equals wrapping material. All steel or concrete surfaces in contact with sealant material or wrapping material shall be primed with ConSeal I CS-75, or equal joint coating. Installation and application of primer, sealant, and wrapping material shall be in accordance with manufacturer's recommendations. 3. Where sewer is installed below water, joint space inside and outside pipe shall be sealed and completely filled with ConSeal CS-102, or equal, as specified in preceding paragraph. Joint I wrapping is not required. 3.02 SERVICE CONNECTIONS A. Install service connections shown on Drawings. I B. Risers: Conform to Detail CS-7. I C. Backfill trench only after exact location of service connection has been determined and recorded. 3.03 CONNECTIONS TO EXISTING SYSTEM I A. cConnections to existing manholes: 'j'. ,~~~tain existing sewer in service. . S":, q. :Cut=hole in existing manhole at elevation shown. ~z~j =a. .Remove dirt and debris. r 4. ItiCe-rt new sewer pipe flush with inside of manhole. . "=' '-5. . Gr.Qut new pipe in place. ~ ...6. ,'R~nstruct manhole bottom to suit new connection. ~-~ g. ;ltiStall temporary watertight plug in new pipe not activated by this contract. a . r- - O"l I I 1347401 SEWERAGE SYSTEMS wp956 SECTION 02721 - Page 11 I B. Connections to existing sewer: 1. Maintain existing sewer in service. I 2. Build new manhole around existing sewer. 3. Construct bottom to suit new connection. 4. Break out existing sewer inside of manhole at connections to be activated by this contract. 5. Install temporary watertight plug in new pipe not activated by this contract. I C. Plug existing sewers to be abandoned where indicated; fill pipe with concrete for minimum length of 2'. I D. Connect no storm drains to sanitary sewer. I E. Connect no sanitary service drains to storm sewer. 3.04 CONNECTION BETWEEN PIPES OF DISSIMILAR MATERIALS I A. Connection between vitrified clay, concrete, and other dissimilar pipe materials 12" and smaller in diameter: Install flexible coupling in accordance with ASTM C425. I B. Connection between vitrified clay, concrete, and other dissimilar pipe materials larger than 12" in diameter: 1. Construct 6" thick concrete collar around joint; extend collar 12" each way from joint. 2. Reinforce with welded wire fabric. <.0 I 0 -.i 0 C. Connection between two different types of pressure pipes. ~c-:. (") <- tf1 9=:- -1 1. Use suitable manufactured connection. c-:. - ~ 2. Design pressure same as for pipe. en ',-:"':::" I -!C-J if 3. Install in accordance with manufacturer's recommendations. ." "'" .:....."" _rr', .... ;JI.U 3.05 NEW SEWER PARALLELING WATER MAIN C;)::D co r5 -.--..- ..0::::;-' I :r:-- Ul A. Where water main paralleling new sewer is less than 10' horizontally from sewer or forCe'main, notify ENGINEER. I B. Obtain authorization from ENGINEER to relocate sewer to obtain 10' of horizontal separation if possible. If impossible to relocate sewer, bottom of water main shall be at least 18" above top of . sewer, and in separate trench or on undisturbed shelf to one side of sewer with at least 3' horizontal separation. C. If impossible to maintain required clearance, sewer shall be constructed of ductile iron pipe I conforming to AWWA C151. 1. Horizontal separation of at least 2' must be provided. 2. Pressure test at 30 psi for one hour to assure watertightness before backfilling. I 3. Maximum allowable leakage shall be 0.1 gal/hr per 1,000 ft/in diameter. 3.06 NEW SEWER CROSSING WATER MAIN . A. Notify ENGINEER if: 1. New sewer crosses over water main. 2. Sewer crosses under water main and vertical clearance is less than 18". . B. If sewer crosses under water main, relocate water main to provide minimum 18" vertical clearance, for minimum of 10' each side of sewer. Locate center of standard length of water main pipe over sewer. . I SEWERAGE SYSTEMS 1347401 . Page 12 - SECTION 02721 wp956 C. If relocation of water main to obtain required clearance is not practical or if sewer crosses over . water main, construct sewer with one full length, 20' -0" minimum, of ductile iron pipe conforming to AWWA C151; center both sewer and water main pipe lengths at crossing. I 3.07 RELOCATION OF WATER MAINS A. Minimum cover: 5'-6". I B. Relocate where shown or required by conflict with sewers. CONTRACTOR shall field verify size in advance for timely reconstruction. . C. Material : 1. Ductile iron pipe: AWWA C151, Class 52. . 2. Fittings: AWWACIIO. 3. Joints: Mechanical or push-on in accordance with A WW A CIII. 4. Coat pipe and fittings with bituminous coating in accordance with AWWA C151. 5. Line pipe and fittings with cement mortar and bituminous seal coat in accordance with A WW A I CI04. D. Use suitable fittings where grade or alignment requires offsets greater than those recommended by I pipe manufacturer. E. Use Mueller or Clow cutting-in sleeves or tapping split tees where required to make connections to existing water mains. Tapping will be done by OWNER on lines under pressure. I F. Inspect each section of pipe for defects prior to lowering into trench. G. Cleaning and disinfection: . 1. Immediately prior to lowering into trench: a. Clean interior of all foreign material and dirt. b. Thoroughly swab or spray interior and ends with I % hypochlorite solution. . 2. During laying prevent ground water, soil and other foreign material from entering pipe. 3. After laying and leakage tests are completed, and before main is put into service: a. Inject solution of calcium hypochlorite and water at slow rate; minimum initial chlorine . residual in mains shall be 50 mg/1. b. Let stand for 24 hours and test chlorine residual; minimum chlorine residual shall be 25 mg/1. I c. Repeat above steps as necessary to secure desired minimum residual. d. After successfully maintaining chlorine residual outlined above, flush main until chlorine residual equals chlorine content of supply water. 4. Make connections to existing mains; place calcium hypochlorite inside relocated main prior to I making connection. H. Provide thrust blocks where piping changes direction. . 1. Carry thrust blocks to undisturbed edge of trench for bearing; conform to Detail CS-20. 2. Size of thrust block, square feet of bearing area against undisturbed earth: N . 0 oQP' 900 450 22-'ho 11_\40 Dead End & "., Ipe en . -- Bend Bend .~. . ;aSize Bend Bend Tee .. ......-.-, J _ r. 'I ~ ""-- """ J>- 3.4 1.8 0.9 0.5 2.4 . !.:::.:-~ '" 6 , \D ==_'1 -w ~ - ,_ _ 8 6.0 3.3 1.7 0.8 4.3 fLn..~, ,- ; )~ u . 0 n 10 9.2 5.0 2.5 1.3 6.5 r-- cn I . 1347401 SEWERAGE SYSTEMS wp956 SECTION 02721 - Page 13 I Pipe 90' 45' 22~'h 0 11_\40 Dead End & I Size Bend Bend Bend Bend Tee 12 13.2 7.1 3.6 1.8 9.3 I 14 17.9 9.7 4.9 .2.5 12.6 I. At CONTRACTOR's option, with ENGINEER's approval, restrained joints may be used. I 1. For bolted/restrained joint, use Griffin "Bolt-Lok" restrained joint, or equal. 2. For unbolted/restrained joint, use Griffin "Snap-Lok" restrained joint, or equal. 3. Drilled and tapped retainer glands not acceptable. I J. PVC water main shall be marked with wire for entire length to make electronic location possible. 1. Install wire continuously as pipe is backfilled. Fix wire to side of pipe at position of 2 o'clock or 10 o'clock and attach with duct tape every 5'. I 2. Protect insulation to prevent accidental grounding. Make few splices, and where necessary, wrap bare wire with electrical tape. 3. Bring wire to ground surface in valve box and mark Drawings appropriately. I K. OWNER will perform all main shutdown and notify CONTRACTOR when complete; CONTRAC- TOR shall provide material and perform all relocation under supervision of OWNER. CONTRAC- TOR shall provide temporary service or make other arrangements with affected property owners for I any scheduled shutdown of utilities for period of longer than 4 hours. 3.08 REPAIR OF DAMAGED WATER MAINS AND SERVICES I A. CONTRACTOR shall repair breaks in existing lines caused by construction operations. B. Water mains: Replace with pipe equal in type and quality to that damaged. Repair sleeves shall be . mechanical joint split sleeve. C. Water services: . 1. Pipe: Copper, ASTM B88 Type K, replace entire section of pipe between main and curb box. 2. Provide corporation stops, curb stops, and service boxes complete with lid and plug as required . . D. Separate payment will not be made for these repairs but will be considered incidental to construction of sewers. I 3.09 REPAIR OF DAMAGED SANITARY AND STORM SEWERS A. CONTRACTOR shall repair or replace breaks in existing sewers caused by construction operations. . Provide temporary connections if required. B. If pipe is damaged by construction operations such that it requires replacement, the following material shall be used: . 1. Pipe: Ductile iron; AWWA C151. \D - --' a 0 ~C-) ("") l.U -, PiDe Size Minimum Pressure Class )'>=: ~ - . 0- 0'\ t~~ 8" thru 12" 350 ~~. -,.---, -<r-' po ~J \I U =-f'1 ::lC ';..r"'! . 14" thru 20" 250 b~ 9? ~," ::f ,;.... )::;. (J'\ w I ---- SEWERAGE SYSTEMS 1347401 . Page 14 - SECTION 02721 wp956 Pipe Size Minimum Pressure Class . 24" thru 64" 200 I 2. Connections: a. Flexible coupling in accordance with ASTM C425 for pipes 12" and smaller. I b. Concrete collar minimum of 12" either side of joint and 6" thick for pipes larger than 12". C. Ductile iron replacement pipe shall extend minimum of 2' beyond both sides of new sewer trench. . D. Provide positive slope to match existing sewer. E. Separate payment will not be made for these repairs but will be considered incidental to construction . of sewers. 3.10 REPAIR OF SANITARY SERVICE CONNECTIONS I A. Repair breaks in existing lines caused by construction operations. B. Provide positive slope from house to sanitary sewer. . C. Pipe replacement material: 1. Pipe shall be minimum thickness AWWA CIS!, Pressure Class 350 ductile iron. I 2. Joints shall be push-on or mechanical. 3. Connection between existing service pipe and new repair pipe shall be by flexible couplings. 4. Each service connection replacement shall consist of at least two pieces of pipe with joint I centered in pipe trench. 5. Size: Match existing. D. Separate payment will not be made for these repairs but will be considered incidental to construction . of sewers. 3. I I MANHOLES . A. Manholes: 1. 36" and smaller pipe: Conform to Detail CS-5 and Detail CS-2. 2. 42" pipe: Conform to Detail CS-5 and Detail CS-32. . 3. 48" and larger pipe: Conform to Detail CS-31. B. Drop connections: Conform to Detail CS-6; use at locations shown. I C. Stub connections: 1. Provide where shown; make stub full length of pipe projecting from manhole at elevation I shown. 2. Plug end with stopper with material and joint similar to pipe; wedge 2" x 4" wood strut between stopper and wood block against wall of excavation. D. Set manhole rims flush with pavement grade. Slope if required to match street profile or sideslope. I Manholes not located in paved areas shall have rims set at elevations shown on Drawings. '" . E. 'j:nve~Precast and cast-in-place inverts shall provide channel at least one-half depth of pipe and ~_ OJnatCll l!ill cross-sectional area of pipe. Junctions and changes in directions of inverts shall be ~ ~moo~ and rounded to maximum extent possible to supplement flow through manholes. !8;-j -,.- . : ........)~ ~-J to ,-(.) = - ~~ l- c.:::< ~~ '-' ;"-j~ = 0 . r-- - en I 1347401 SEWERAGE SYSTEMS wp956 SECTION 02721 - Page 15 I F. Manhole in unpaved area subject to surface water inundation and provided with watertight lids: Bolt casting to cone section with stainless steel anchors. In addition, install exterior manhole chimney I seal. G. Manholes in paving shall have interior manhole chimney seal. I H. Use only concrete spacer rings, metal shims, and bricks to adjust manhole frame elevations. Lay grading rings in full bed of mortar without subsequent grouting, flushing, or filling; bond thoroughl y . I I. Set frames in full bed of "Ram-Nek," or equal, to fill and make watertight space between masonry top and bottom flange of frame. I 3.12 WATERPROOFING A. Required on exterior of manholes and fabricated joints of bends, fittings, and tees of interceptor I sewer. \.0 0 -.J 0 B. Clean walls of manholes of dirt and debris. ::E ('"":. (") ~ ~~.. -1 Oii J.- . I C. Apply over top of exposed footing slab on manholes without integrally cast bas~~<1 oiextefio; walls. -(;. :::::. ----=-1 =-i-rj 3: J t t! 0;:::':: 1"=""1 . D. Asphalt waterproofmg: <;;:~ <;? , ~_".;i1 I. Apply according to manufacturer's recommendations. :r:-- Ul 2. Trowel-on product: Apply 1/16" coal. w I 3. Spray-on or brush-on product: 2 coats, 8.0 mils minimum dry film thickness. 4. Take precautions to prevent petroleum-based or solvent-based waterproofing products from contacting flexible rubber gasket material. Promptly remove any waterproofing material on I gasket. E. Place layer of Slater's-felt, membrane cloth or heavy paper over waterproofing for protection before backfilling. I 3.13 TESTS A. Gravity sanitary sewers, including, Iowa River crossing: . I. Conduct infiltration test on sewers located entirely below ground water table and conduct exfiltration test on sewers located partially or entirely above ground water table. Tests shall be conducted after backfilling and before connection of any sanitary services. Conduct tests for I minimum of 24 hours. 2. Manhole exfiltration test: Plug pipes and fill sanitary sewer manhole with water to depth used in testing line or 6' minimum; allow water to stand minimum of 2 hours and refill to original I elevation; after minimum of 30 minutes, record difference in elevation and convert to gallons per hour lost. 3. Maximum allowable exfiltration or infiltration: 200 gallons per mile per inch diameter of sewer per 24-hour day in any test section, including manholes. I 4. Pipe 48" and larger shall be visually inspected after backfilling and after groundwater has returned to normal level by walk-through inspection. 5. Visible leakage at joints, or leakage in excess of that specified, shall be repaired at CONTRAC- . TOR's expense. 6. Furnish and install all plugs, measuring devices, and other equipment. 7. Maximum length of test section: 1,500'. 8. Conduct tests in accordance with Details CS- 12 and CS-I3. I 9. Low pressure air testing may be used instead of exfiltration tests at CONTRACTOR's option for pipe 24" and smaller. Low pressure air test shall be in geDeral accordance with ASTM C828 for vitrified clay pipe and ASTM C924 for reinforced concrete pipe. . SEWERAGE SYSTEMS 1347401 . Page 16 - SECTION 02721 wp956 B. Pressure mains and relocated water mains: I 1. Furnish and install all materials and equipment necessary. 2. Flush outline before test to remove air; insert taps if necessary to blow off air trapped in line. I Keep water main full of water for 24 hours before conducting test. 3. Pressure test for 2 hours at 150 psi at lowest point in line under test; maximum pressure variation during test: 5 psi. Failure to achieve and maintain specified pressure for I hour with I no additional pumping means test is failed. 4. Leakage test: Perform concurrently with pressure test. Maintain 150 psi pressure for 2 hours; measure water supplied to maintain test pressure within 5 psi of test pressure by pumping from drum or by similar means. Compute maximum allowable leakage by formula. . L = SD .[P 133,200 I L = Maximum allowable leakage in gallons per hour S = Length of pipe test in feet D = Nominal pipe diameter in inches I p' = Average test pressure, psig 5. Locate and repair or replace all defective pipe or fittings until leakage is within the specified I allowance. 3.14 MAINTENANCE OF FLOW A. Storm sewers and drainage ditches: At end of each working day, CONTRACTOR shall re-establish I full capacity of drainage system affected by construction. Diversion of storm water into sanitary sewer system not allowed. . B. Sanitary sewers: CONTRACTOR shall at all times maintain full capacity in sanitary sewer system and protect system from storm water. C. If pumps are used for diversion of flow, CONTRACTOR shall have standby pump readily at hand. . CONTRACTOR shall provide Police Department and supervisor of the Iowa City Wastewater Treatment Plant with phone numbers where responsible person may be reached 24 hours per day to . make immediate repairs and/or replacement in case of diversion system failure. Diversion of sanitary sewerage to storm sewers of waterways not allowed. 3.15 EXISTING MANHOLE REHABILITATION . A. CONTRACTOR's option of one of three methods for sealing precast walljoints and pipe connections. I I. Nonshrink grout, 2. Activated oakum. 3. Chemical grout injection. I B. S:onshrinj<: grout: {~, J: ~~iface preparation: Unsound ~at~ria1s ?f construct.ion and all coated, ,scaly, or unsound '--"". ~ concrete shall be removed by chlppmg WIth pneumatic hammers and chisels to sound surface. . g:.j ;;:;; Icr:!lJiks and cavities shall be chipped to such formation that their sides form approximately _j \D '9<!:-angle to exposed surface for at least 2" in depth. Areas to be sealed shall be cleaned by '= - :flushing or scouring with water and compressed air jets to assure removal of loose particles. . ~JL t; ~!'!ltire circumference around pipe shall be prepared and sealed. ~. "-~lication and curing: Place and cure in strict accordance with manufacturer's directions. ..... "-' CY\ - C. Activated oakum: . I. Surface preparation: Same as for nonshrink grout. 2. Joint openings shall be enlarged where necessary to provide opening approximately I" deep and 1/2' wide with sides uniform, vertical, and horizontal. Loose material shall be removed. I . 1347401 SEWERAGE SYSTEMS wp956 SECTION 02721 - Page 17 I 3. Application: Jute oakum strips shall be soaked in grouting. compound and then tightly packed for 2" minimum depth in opening between pipe wall and manhole wall. Grouting compound I reaction shall be initiated by seeping water present at repair point or by light spraying of repair seal. 4. Use of grouting compound shall be in strict conformance to recommendations of manufac- turer/distributor. I D. Chemical grout injection: I. Grouting holes: Drill holes minimum of 6" below manhole joint 10 be grouted or at such other . distance as field experience indicates is sufficient to accomplish grout sealing. 2. Equipment: Grout pump shall be positive displacement type; produce adequate pressure to penetrate area. I 3. Experience of personnel: Foremen and nozzlemen shall have done work in similar capacities and shall be fully qualified to properly perform Work specified. 4. If injected grout leaks back into manhole through joint without traveling along perimeter to next grout injection hole, CONTRACTOR shall pack joint opening with jute oakum or other suitable. I material to create sufficient backpressure to cause grout to flow next grout injection hole. E. External waterproofing: I I. Clean exterior surfaces to receive waterproofing of dirt and debris with high pressure water spray and/or power wire brush. 2. Dampen walls with water before application. 3. Apply according to manufacturer's recommendations. I a. Trowel-on product: Apply 1/16" coal. b. Spray-on or brush-on product: 2 coats, 8,0 mils minimum dry film thickness. 4. Place layer of Slater's-felt, membrane cloth, or heavy paper over waterproofing for protection I before backfilling. END OF SECTION \D - -.i I 1) G. J. Fink C> a ~(-) <J '7J 2) C. L. Meyer >= -l G- - = - 0'" ~ I -! C-~. . :<r" ;;:,. ~~ _ri"i ....... v," o:::D "='1 -~ C'..:> .;..~..r <--- I :;> Ul w I . , . . I I ---- .------.- I 13474 01 LANDSCAPING II wp956 SECTION 02900 . Page I PARTl GENERAL II 1.01 SECTION INCLUDES A. Finish grading. . B. Prepare topsoil or planting holes to receive plant materials. \D C. Plant trees and shrubs. - -.i 0 C> I ~G (") '~!i1 ):>~ -l D. Seeding. - = 0-' "....... - en E. Sodding. ~c> ~t~1 I -<, := =-r-rl :n:: F. Maintenance. o::D co "'--1 :E:::;:;: .~~ :r:-- c.n I PART 2 PRODUCTS L~ 2.01 MATERIALS I A. Plants: Typical of their species and variety, with a normal habit of growth, and well formed, sound, vigorous, and healthy. Plants shall be free of disease; insect pests, eggs, or larvae; sunscale; wind- I bum; disfiguring knots; stubs; bark abrasions; and other objectionable conditions. Replacement plants will be selected from the following: I. Group A: Deciduous shrubs, 2-1/2' to 3' high. a. Comus sp. (Dogwood). I b. Euonymus sp. (Burning Bush). c. Rhus sp. (Sumac). d. Forsythia sp. e. Syringa sp. (Lilac). . f. Philadelphus sp. (Mock Orange). g. Viburnum sp. h. Spirea sp. (Bridle Wreath). I i. Weigela sp. j. Cotoneaster sp. k. Potentilla sp. I 2. Group B: Evergreen shrubs, 2' to 2-1/2' high. a. Taxus sp. (Yew). b. Juniperus sp. c. Rhododendron sp. I d. Mugo Pine. e. Ilex sp. (Holly). 3. Group C: Evergreen trees, 4' - 6' high. I a. Pinus sp. (pine). b. Picea sp. (Spruce). c. Thuga sp. (Hemlock). d. Juniperus sp. I e. Abies sp. (White Fir). 4. Group D: Deciduous trees, 2-1/2" to 3" caliper. a. Acer sp. (Maple). . b. Fraxinus sp. (Ash). c. Quercus sp. (Oak). d. Tilia sp. (Linden). e. Gleditsia sp. (Honey Locust). I f. Betula sp. (Birch). g. Malus sp. (Flowering Crab). I LANDSCAPING 13474 01 I Page 2 - SECTION 02900 wp956 h. Cersix sp. (Red Bud). I i. Magnolia sp. 5. Plants shall be balled and burlapped or container grown. . 6. Size and quality: a. Plants shall be in accordance with American Standard for Nursery Stock, latest edition. b. Oversize plants may be used, but Contract Price will not be increased, c. Stock furnished in size range specified shall mean that not less than 50% shall be of I maximum size specified within each range. B. Seed: . J. Latest season's crop, certified by the State ofIowa. 2. Seed mixture: 90% minimum germination. Proportion by Wei~ht I a. Lawns and Grass Areas: Adelphi Kentucky Bluegrass 70% Creeping Red Fescue 10% I Manhatten Perennial Rye 20% b. Kiwanis Park: Kentucky 31 Fescue 54% I Switchgrass (Black Well) 17% Perennial Rye 11% VIVA Kentucky Bluegrass 9% I N Parade Kentucky Bluegrass 9% a '''1: !('"'", en ;.~~illow Creek Park: . n:,\:I :::: c:J -:Argyle Kentucky Bluegrass 30% ~i c: ,_~ ;>-'Viva Kentucky Bluegrass 30% ......-r-'. \D .~ ~Parade Kentucky Bluegrass 30% ~~) = '::._ .;!lrite Star Rye Grass 4% . ".:' 3% L'.~ c..., :::3 ::;:Yorktown III Rye Grass ;:: oPrelude Rye Grass 3% (J'\ I C. Sod: I. State approved or certified by State of Iowa. 2. Cut individual pieces of sod to supplier's standard width and length. Maximum allowable deviation from standard widths and lengths shall be :t 1/2" of width and :t5% of length. . Machine harvested at uniform soil thickness of approximately I" thickness but not less than 3/4" thick. Broken pads and torn or uneven ends will not be acceptable. 3. Compose of mixture of Kentucky or Merion Bluegrass varieties. I D. Mulch: I. Straw mulch: Stalks from harvested oats, wheat, rye, barley, or rice, and shall be in air-dry condition and free of noxious weed seeds, mold, and other objectionable material. Hay or I chopped cornstalks are not acceptable. 2. Wood cellulose fiber mulch: Virgin wood cellulose fiber, specially prepared for hydraulic application. I 3. Bark mulch: Wood chips, ground bark, or bark peelings. Sawdust and wood shavings not acceptable. E. Planting soil: Utilize existing on-site topsoil for backfilling planting holes. I F. Topsoil: Place 6" layer in areas to be seeded or sodded. Utilize topsoil stockpiled on site. Any topsoil required in addition to that which is stockpiled shall be supplied by CONTRACTOR. . . . 1347401 1.ANDSCAPING wp956 SECTION 02900 - Page 3 . G. Plant or tree fertilizer: Agriform 20-10-5 planting tablets, 21-gram and 5-gram sizes, as manufactured by Sierra Chemical Company, Newark, California, or approved equal. . H. Turf fertilizer: Granular fertilizer with N,P-K analysis of 10-10-10. Not less than 50% of nitrogen shall be from natural organic sources of urea form. . 2.02 ACCESSORIES A. Plastic edging: "Black Diamond" of black plastic, as manufactured by Valley View Specialties Co., . Crestwood, Illinois, or equal. B. Filter fabric: Nonwoven polyester or polypropylene fabric similar or equal to "Typar" as . manufactured by Du Pont Company, Wilmington, Delaware. Fabric shall be capable of serving as a barrier to weed growth while allowing percolation of water through fabric to soil. C. Tree wrap: Bituminous cemented duplex crepe paper manufactured specifically for wrapping trees; I 4" to 6" in width. Stakes: D. I I. Tree stakes: Free from knots, rot, cross grain, or other defects that would impair strength. 2" x2", pointed at bottom end, 8' long. Stakes shall be capahle of standing in ground for at least 2 years. 2. Wood stakes for holding sod: I" to 1-1/2" wide, 1/4" to 1/2" thick, minimum 12" long, and of . sufficient length to secure firm bearing. E. Wire; staking or guying trees: 14-gage annealed galvanized steel. . F. Hose; staking or guying trees: 2-ply, reinforced, black garden hose, not less than 1/2" inside diameter. \D -J . G. Erosion control: Jute, excelsior, woven paper, or other product manufactured f~!h)s liUSPo~'il :t::.= --i t PART 3 EXECUTION 0-:. - ~ o~ w:_ I ---: C-~, ,I 3.01 FINISH GRADING -<. "'" '..~ 2'- ..I ~ II u -'" o:::V """'.",... co '......;.) A. Grade to uniformly sloping surfaces and to elevations shown on Drawings. <:~ .. . :l> en w B. Slope finish grade to provide positive surface drainage away from buildings and other structures. I C. Thoroughly till soil to a minimum depth of four inches by rota-tilling, disking, harrowing, or other method. Soil shall not be tilled when it is frozen, excessively wet or dry, or otherwise untillable. I D. Remove from site, all rocks, clods, roots, or other foreign materials larger than I" in any dimension. E. Finish grade shall be free of all holes, rills, or gullies caused by erosion or construction operations. . F. Finished ground level shall be firm to preveDt sinkage pockets when watered. . G. Preparation of seed bed/sod bed: I. Cultivate areas indicated to be seeded/sodded by rota-tilling, plowing, disking, harrowing or other technique to uniform depth of 4"; for this entire depth, soil shall be made loose and friable. . . LANDSCAPING 1347401 . Page 4 - SECTION 02900 wp956 2. At time of seeding ground shall be smooth and friable, moist but not muddy, with top 2" I cleaned of stones over I" in any dimension and any other extraneous material that would hinder installation and future maintenance; Surface shall be free of irregularities. I 3.02 INSTALLATION - PLANTS A. Planting time: Perform planting within normal planting seasons when local climatic and soil I conditions favor satisfactory planting operations. B. Location and quantity shall be as directed by ENGINEER. I C. Protection: J. If lawns have been established prior to planting operations, surrounding turf shall be covered before excavation in manner that will protect turf areas. . 2. Existing trees, shrubbery, and beds that are to be preserved shall be barricaded in manner that will effectively protect them during planting operations. D. Excavation: I 1. Planting holes shall be centered at locations staked. 2. Minimum dimensions of planting hole excavation shall be 12" larger than root dimensions. I 3. When soil conditions unfavorable to plant growth are encountered, dig holes sufficiently large to permit placing of additional amount of topsoil around and beneath root system, not to exceed twice diameter of root spread. 4. Planting holes shall have vertical sides and flat bottoms. When holes are dug with an auger, . sides of holes shall be scarified. 5. Remove excess or unsuitable material excavated from planting holes, and dispose off site. E. Planting: . J. Handle plants by container or by earth ball, not by plant itself. Organic containers may be placed directly in hole and tops removed so they will not extend above backfill. Inorganic containers shall be carefully removed prior to placing in hole. Place balled and burlapped . plants in hole without removing burlap covering, lay burlap back from ball, but do not remove from under ball. 2. Place fertilizer tablets in planting hole in accordance with manufacturer's recommendations. . N Fertilize each plant as follows: '::' a.~hrub under 18": One 21-gram tablet. ~. "', cn ;;'15;;Shrub 18" to 3': Two 21-gram tablets. I r, ; == ':C:-Shrub over 3': Three 2 I-gram tablets. -=; = , -d:-: Tree under 3': One 21-gram tablet. '. ,.~ r-- =-, tD e:- Tree 3' to 4-1/2': Two 21-gram tablets. ;:;-~ ;= ,:..:t'~~ Tree 5' to 10': Three 2 I-gram tablets. I L. g ug';: Tree over 10': One 21-gram tablet per 1/2" of caliper. r--- II'? Ground cover or vine: One 5-gram tablet. 0"> 3. Backfill with planting soil. Work soil around earth ball or roots, and firmly tamp soil as it is . filled into holes to eliminate air pockets. 4. Thoroughly soak backfill when planting hole is half full, then complete backfill. 5. Construct earth rim for watering around individual plants. F. Edging: Install according to manufacturer's recommendations at locations where existing edging is . removed. G. Mulching: I 1. Individual plants and planting beds shall be mulched within 24 hours after planting. 2. Place filter fabric over areas to be mulched in planting beds at locations shown on Drawings. 3. Place specified mulch 3" deep over entire planting hole area. I I - II 1347401 LANDSCAPING II wp956 SECTION 02900 - Page 5 H. Wrapping: I. Wrap trunks of deciduous trees within 24. hours after planting. I 2. Entire tree trunk shall be fully wrapped with specified tree wrap material, starting at ground and winding upward to first major branch of tree. Winding shall overlap approximately one-half strip width. Tree wrap shall be secured at top and bottom with good quality tape. \.D -- -.J I 0 = I. Stake or guy trees within 24 hours after planting. Wire for staking or guying slfalCbe ~isteOliQ double strand. ~--l _ = ... )-. 0"\ :-'-"."" :::;" , . 3.03 INSTALLATION - TURF :-<r' "'" .':iJ <00 r'i :1C ,"~ - -,- ....=1 A PI . . . 0::::;' co ", J' . antmg time. ::;::.-_ .. . I. Seed shall be sown only at times of year when temperature, moisture, and :climaticcconditions will promote germination and plant growth. W 2. Normal permanent seed application dates are between April I and May 15, and between August 15 and September 15. . B. Fertilizing: I. Apply 10-10-10 fertilizer at rate of 10 Ib/l,OOO sq ft (430 Ib/acre). . 2. If fertilizer has been washed or otherwise lost from seed or sod bed prior to installation, depleted areas shall be retreated as directed, at no additional cost to OWNER. 3. Incorporate into top I" - 2" of soil. . C. Seeding of grass: I. Seed at application rate as follows with mixture specified. a. Lawn and grass area (includes Napoleon Park): 4 Ib/I,OOO sq ft (175 Ib/acre). . b. Roadway embankments and field areas: 1.04 lb/I ,000 sq ft (46 Ib/acre). 2. Method of sowing shall be CONTRACTOR's option, subject to review of OWNER. 3. Immediately after drilling or broadcasting, seeded areas shall be raked, dragged or otherwise . treated to cover seed to depth of approximately 1/4". 4.' Mulch shall be applied immediately after seeding to seeded areas. a. Mulch shall consist of straw from any threshed cereal grain. b. If hydraulic seeding is used, mulch manufactured for spreading by hydraulic seeders may be . included in seed slurry. c. Mulch shall be applied at rate of 70 Ib/I,OOO sq ft (3,050 Ib/acre). d. Hydraulically applied mulch shall be applied at rate of 90 Ib/I ,000 sq ft (4,000 Ib/acre). . e. Straw mulch shall be anchored by pinning or crimping into soil with straight serrated disk or other equipment. 5. If seed has been washed or otherwise lost from seed bed prior to full germination and establishment, depleted areas shall be retreated at no additional cost to OWNER. . D. Placing sod: I. Install sod not more than 48 hours after cutting. . 2. Place sod strips with staggered end joints and without stretching, in such a manner that edges will firmly abut edges of adjoining strips. 3. On slopes, begin sodding at bottom and progress upward. Place strips perpendicular to direction of surface drainage wherever practical. . 4. On slopes of 3' horizontal to I' vertical, or steeper, secure sod by staking with a minimum of two stakes per square yard. 5. Joints between sod and in place improvements, such as curbs, walks, and existing turf, shall . abut tightly and be flush such that drainage will be conducted over surface. Elsewhere, outside edges of sodbed areas shall be rolled or banked flush with soil, and thoroughly compacted to form a flush surface. . E. Immediately after placement, roll or tamp sod to provide firm contact and bond with sodbed, and a smooth even surface. . LANDSCAPING 13474 OJ . Page 6 - SECTION 02900 wp956 F. Erosion control: On slopes 3' horizontal to I' vertical, or steeper, mulch shall be secured to ground . by attaching erosion control material to slopes.in manner specified by manufacturer. 3.04 CLEANUP . A. Clean up daily during progress of Work aDd upon completion. . B. Remove from Project site any debris and surplus materials resulting from planting work. C. Planting areas shall be neatly dressed and finished. Walks, paved areas, and adjacent walls and . windows shall be flushed or swept clean. 3.05 INSPECTION AND SUBSTANTIAL COMPLETION OF LANDSCAPING A. OWNER or its designated representative shall inspect landscaping upon written request by . CONTRACTOR. Request shall be received at least 10 days before anticipated date of inspection. B. At time of inspection, landscaping, seeding, mulching, erosion control, and associated work shall be . complete in accordance with the Contract Documents. 3.06 MAINTENANCE AND PROTECTION . A. Trees and shrubs: 1'01 Maintenance shall begin after each plant is planted and shall continue until final acceptance of . '::' planting. Plants shall be watered, mulched, weeded, pruned, sprayed, fertilized, cultivated, and ,;:::. 0; oili'eiWise maintained and protected. ~--:-~ e ~ F & Setti~ plants shall be reset to proper grade position, planting saucer restored, and dead material . l~_, ~ r~tiJQ.ved. Guys shall be tightened and repaired. Defective Work shall be corrected as soon as .. ~c.=-# ~ PQ~le after it becomes apparent and weather and season permit. ~~ P r! r _. :"':'B. ~a:imaGtlawn areas at maximum height of2-1/2" by mowing at least 3 times. Weed thoroughly . r-Qnce ~ maintain until time of final acceptance. Reseed and refertilize with original mixtures, "Watering, or whatever is necessary to establish over entire area of lawn and other seeded areas a close stand of grasses specified, and reasonably free of weeds and undesirable coarse native grasses, . C. Begin maintenance immediately after each planting and continue until final acceptance of Work. Water, mulch, weed, prune, spray, fertilize, cultivate and otherwise maintain and protect plants. . D. Supply water for planting and maintenance. Water may be obtained at CONTRACTOR's expense at bulk water fill station located at 1200 S. Riverside Drive. Water shall be paid for in advance at Civic Center Cashier, 410 E. Washington Street. Permission to use water from private residents . shall be obtained in writing prior to use. Residents shall be compensated for their water at mutually agreed upon rate. 3.07 INSPECTION AND FINAL ACCEPTANCE OF TURF . A. OWNER or its designated representative shall inspect turf upon written request by CONTRACTOR. Request shall be received at least 10 days before anticipated date of inspection. . B. Inspection and acceptance of turf areas may be requested and granted in part, provided area for which acceptance is requested is relatively substantial in size with clearly definable boundaries. . C. At time of inspection, entire turf shall exhibit healthy, vigorous growth, shall be uniform in color and quality, and shall be reasonably free of weeds, diseases, or other visible imperfections. Sod shall be firrnl y rooted. . . . 1347401 LANDSCAPING I wp956 SECTION 02900 - Page 7 D. Upon acceptance of lawn area, CONTRACTOR shall be relieved of further responsibility for care and maintenance of accepted area. I 3.08 INSPECTION AND FINAL ACCEPTANCE OF PLANTINGS . A. Inspection of plants will be made by OWNER or its designated representative upon written notice requesting inspection. Request shall be received at least 10 days before anticipated date of final inspection. I B. Any plant required under this contract that is dead, not true to name or size as specified, or not in satisfactory growth, as determined by OWNER or its designated representative, shall be removed from Site. Plant removed shall be replaced as specified. Any plants missing due to CONTRAC- I TOR's negligence, shall be replaced. Inspection will be made to verify replacements. CONTRAC- TOR shall not be required to replace plant more than once. C. Upon fin31 acceptance, OWNER or its designated representative shall certify in writing to OWNER I that landscape Work has been completed satisfactorily and accepted. CONTRACTOR shall have no further responsibilities for Work performed under this contract. . END OF SECTION 1) G. J. Fink 2) C. L. Meyer I 3) M. M. Ramer \D -.J 4) C. L. Meyer 0 co ~c-: ("J "!;] -- -l -'""'- I G-' - = - 0"\ ~ -1::-- J :<r '"'" 1::--::1 _r,-; :3: ",lit 0::0 I:=';) I ~:=.: S' ' . :r:-- (.-'1 w I II I . . . I . ------- . 1347401 CONCRETE FORMWORK . wp956 SECTION 03100 - Page I PART 1 GENERAL . 1.01 SECTION INCLUDES A. Design, furnish, and install formwork with shoring, bracing and anchorage for cast-in-place . concrete. B. Form all concrete unless permitted otherwise. I C. CONTRACTOR may use either wood or removable metal forms, at its option, except as otherwise specified or shown. . 1.02 SUBMITTALS A. Manufacturer's data for form coating materials. . B. Concrete strength tests for elevated slabs to demonstrate adequate strength of concrete to permit form removal. . 1.03 QUALITY ASSURANCE A. Design, construct, and erect concrete forms in accordance with applicable provisions of ACI I 17, I 301, and 347 except as specified hereinafter. Permissive language in reference standards shall be considered as mandatory except where quality of work would be diminished. B. Allowable tolerances: Construct and maintain forms to produce concrete dimensions not to exceed I tolerances specified under ACI 117. \.0 0 -..J PART 2 PRODUCTS :EC"; a <J ''Tj) :t> =-. ...... I r;-) -, : - = 2.01 WOOD FORMS - en J -lC"'; ::<J-' "'" ,..~ A. Unexposed surfaces: Standard grade or better. _fT) ~ r.! ti J I 0::0 ~~-=f ~-... co B. Exposed surfaces: Douglas fir, exterior type, concrete form plywood. J:> u, c.v . C. Form material with defects which would impair texture and appearance of finished surfaces shall not be used. 2.02 REMOVABLE METAL FORMS I A. Surfaces equal to Douglas fir, exterior type, concrete form plywood. . 2.03 FORM LINER A. Produce surfaces equal to those obtained with wood forms. . 2.04 FORM TIES Type leaving no metal within I" of finished surface after removal of forms. A. . B. Form ties left in walls shall have waterstop washers and shall be fitted with removable cone on each side of wall to form I" diameter by I" deep recess for patching mortar. . . CONCRETE FORMWORK 1347401 . Page 2 - SECTION 03100 wp956 . 2.05 FORM COATING A. Wood forms: Nonstaining mineral oil or commercially produced form-release agent that will not . bond with, stain, or adversely affect concrete surfaces and curing, and will not impair bond or adhesion of subsequent treatment of concrete surfaces. B. Metal forms: Treat surfaces as recommended by manufacturer before placing reinforcing. . C. Form liners: Treat surfaces as specified for wood forms or as recommended by manufacturer. D. Secure to formwork. . PART 3 EXECUTION . 3.01 INSPECTION A. Verify accurate conformance to required lines, levels, and measurements. . B. Ensure form ties, wales, bracing, and anchorages are properly placed and constructed. C. Ensure proper bracing and reinforcement at points of application of construction loads, concrete . dump points and temporary nonuniform load applications. 3.02 FORM CONSTRUCTION . A. Forms shall be strong, straight, adequately braced and securely fastened. Fit and secure to preceding work to assure completed surface free from irregularities and offsets. I B. Minimize form joints. Arrange exposed joints symmetrically, Make joints tight to preveDt mortar leakage. . C. Reuse form material only if clean and undamaged. <'? D. CArrange:and assemble formwork to permit dismantling and stripping, so that concrete is not I " adarriage(J during its removal. -"':', ---' llr ~t :::: '.~- ~ E. ""'Arrarige forms to allow stripping without removal of principal shores, where required to remain in- . ,. oJ .- ,~~ ~Iace.':-:- = '.L..; t.L F.gpr~~~ bracing to ensure stability of formwork, Strengthen formwork at points of application of r-construction loads. . en G. Support form facing materials with structural members spaced sufficiently close to prevent deflection. . I. Fit forms placed in successive units for continuous surfaces to obtain accurate alignment, flush joints and within allowable tolerances. 2. Provide camber iD formwork as required for anticipated deflections due to weight and pressures of fresh concrete and construction loads for long span form members. . H. Comer treatment: I. Form exposed comers to produce smooth, solid, unbroken lines, except as otherwise shown, '. 2. Provide chamfer at exposed external corners and edges, accurately form and surface to produce uniformly straight lines and tight edge joints. Extend terminal edges to required limit and miter chamfer strips at changes in direction. . 3. Concealed corners may be formed square. . . 1347401 CONCRETE FORMWORK wp956 SECTION 03100 - Page 3 . I. Provide openings and recesses required for Work under this contract. Provide openings and recesses required by others at no additional cast to OWNER if so instructed before placing concrete. . J. Provide temporary ports in formwork to facilitate cleaning and inspection. Locate openings at bottom of forms to allow flushing water to drain. Close ports with tight fitting panels, flush with . inside face of forms, neatly fitted so that joints will not be apparent in exposed concrete surfaces. K. Retighten forms immediately before concrete placement as required to eliminate concrete paste leaks. . L. Set forms and screeds for floors and slabs to provide uniform slope to drains and positive drainage of slabs. I 3.03 APPLICATION OF FORM COATING A. Apply form coating on formwork in accordance with manufacturer's instructions. Apply prior to placing reinforcing steel, anchoring devices, and embedded items. . B. Do not apply form coating where concrete surfaces are scheduled to receive additional concrete or finishes which may be affected by agent. . C. Forms to be left in-place may be soaked with clean water instead of coating immediately before placing of concrete, except that in cold weather with probable freezing temperatures coating shall be mandatory . . 1..0 D. Surplus coating on form surfaces and coating on reinforcing steel and constructic@joints~a11 be removed prior to placing concrete. ~ ~ ~ "'7J . (')- - = 3,04 CLEANING 0"\ <= -;~: > ~<r-. := .:..~ A. Clean forms to remove foreign matter as erection proceeds. _rr-; ::E: . ...J o:::t:, ~ . -~- '?? 'l,'-:~ ~-' B. Ensure that water and debris drain to exterior through clean-out ports. :!=:. Ul w I C. During cold weather, remove ice and snow from forms, Do not use de-icing salts. Do not use water to clean out completed forms. Unless formwork and construction proceed within heated enclosure, use compressed air to remove foreign matter. . 3.05 FORM REMOVAL A. Minimum time before removal after placing concrete, unless permitted otherwise: . I. Footings: 24 hours. 2. Walls: 48 hours (24 hours for metal-lined forms). 3. Self-supported beams and slabs: 14 days. . 4. Time specified above represents cumulative time during which temperature of concrete is maintained above 500F and concrete does not have set controlling admixtures. B. Reduce removal time by half for high-early-strength cement concrete. . C. In any event, do not remove supporting forms and shoring until concrete has acquired sufficient strength to safely support own weight plus construction loads. For early form removal, concrete . strength shall be demonstrated by job cured concrete specimens provided in addition to those required for concrete control. Remove specimen from molds within 24 hours and provide same cure as in-place concrete. Test one specimen for each 300 sq ft of surface area prior to removal of forms. . . CONCRETE FORMWORK 1347401 . Page 4 - SECTION 03100 wp956 . D. Take care when removing forms that concrete is not marred or gouged and that corners are true, sharp and unbroken. Cut-off nails flush, leave surface clean and smooth. Cut back tie wires and nails in exposed concrete surfaces at least I". Remove rod and cone ties and separators or similar . devices and pull inward away from finished surfaces. E. Reshoring: Conform to requirements of Sections 4.5,4.6 and 4.7, ACI 301. . END OF SECTION I) K. C. Turner . 2) L. D. Badtram . . . . . . C") I a "'l: l,~, en ,--~ L~. '- . ::;:0 ~ " - ;;:;:: :"",j- 1..... _. "'"' _.J~ , -~:.- c=.... \,0 m:;,.,.. - ," -CJ . ~ , 1- E~~ l::.:..._. W a r-- a O'l . . . . . ------ ------ --------------- . 1347401 CONCRETE REINFORCEMENT wp956 SECTION 03200 - Page I I PART I GENERAL 1.0 0 -.J 1.01 SECTION INCLUDES C> . ~: c:. n =n J>=- -< G. A. Reinforcing steel for concrete. 0- - = - en ,~ -ir. u . Supports and ties for reinforcement. :,-<r- "'" ..~ B. _ITJ :;;0: ;jli;j o;J::' Q:) I:':~ ~- 1.02 SUBMITTALS :g--- .. Ul . w A. Shop Drawings for reinforcing steel. . B. Tests or certificates of compliance for each 100 tons of each bar size of reinforcing steel supplied under each material specified. C. Mill test reports on reinforcing requiring welding. I D. Shop Drawings will be reviewed by ENGINEER for conformance to reinforcing bar material, size, and spacing only. . 1.03 QUALITY ASSURANCE A. Perform concrete reinforcement work in accordance with CRSI Manual of Standard Practice, and . Documents 63 and 65. B. Conform to ACI 117,301, and 315. . 1.04 MEASUREMENT AND PAYMENT A. If quantities of following items are changed from those required by Contract Documents, Contract . Price will be adjusted on basis of unit adjustment price set forth in Agreement. 1. Reinforcing Bar, pound; (Lb): Unit adjustment price includes all work in connection with . furnishing and installing. Pounds of reinforcing bar defined as theoretical weight of various II sizes and lengths of bars shown on fabricator's Shop Drawings. Quantities will be reviewed by ENGINEER. 2. Wire Fabric, pound; (Lb): Unit adjustment price included all work in connection with . furnishing and installing. Pounds of wire fabric defined as theoretical weights of various sizes and areas of fabric as measured in field with allowance of 12" for overlap at splices. PART 2 PRODUCTS . 2.01 MATERIALS . A. Bars: ASTM A615, A616 or A617, Grade 60 deformed bars, B. Welded wire fabric: ASTM A497 deformed type; in flat sheets; uncoated. . C. Mechanical splices: Conform to ACI 318; develop 125% of yield strength of reinforcement without damaging concrete. . 2.02 ACCESSORY MATERIALS A. Tie wire: Minimum 16-gage annealed type or acceptable patented system. I . CONCRETE REINFORCEMENT 13474 01 . Page 2 - SECTION 03200 wp956 . B. Chairs, bolsters, bar supports, spacers: Sized and shaped for strength and support of reinforcement during installation and placement of concrete, ,including load bearing pad on bottom to prevent subgrade penetration or vapor barrier puncture. . C. Chairs, bolsters, bar supports, spacers adjacent to exposed concrete surfaces: Plastic coated type; sized and shaped for strength and support of reinforcement during installation and placement of . concrete, 2.03 FABRICATION A. Fabricate in accordance with ACI 315, providing concrete cover shown. Bend rail steel bars in . fabricating shop only. B. Locate reinforcing splices not indicated on Drawings at points of minimum stress. Indicate location . of splices on Shop Drawings. C. Weld reinforcing bars only where shown or specifically authorized by ENGINEER in accordance . with AWS D1.4. D. Mechanical splices where used shall be staggered at least 40 bar diameters with not more than 50% . of splices in I plane. I. Mechanical splice may be used instead of lap splice and shall develop at least 125% of yield strength of bar in tension and shall develop ultimate strength of bar in compression. . 2. Mechanical splices shall not be introduced at bottoms of walls, corners of walls, top bars over supports of beams, bottom bars midway between supports of beams or other locations of high stress in bar. Where splice locations are desired where not shown, CONTRACTOR shall specifically request ENGINEER's review of splice type and location prior to fabrication of . reinforcement. PART 3 EXECUTION 3.01 INSTALLATION . A. Remove scale, loose flaky rust, dirt, grease, curing compound, and other coatings which would I impair bond. B. Install slab reinforcing bars in correct position by use of preformed bolsters and spacers, except . concrete blocks may be used to position bars in concrete placed on soil. Concrete blocks shall be of same strength concrete as concrete pour. C. Space bars properly and tie securely in position before placing concrete. Tack welding to keep . reinforcing in place is not permitted. D. Lap wire fabric not less than 6". . END OF SECTION I) K. S;;;, Turner . 2) L. 9. Badtram .-:;;-... ,F"'""" 0-> --- _........1 ~o fill:: ::c ',-.j- . "-". ""'" .,' -/"' r " \D ~~ -="-.) ~ - -u ~ ~- 1- .:=<( . (,J .:-' ;:: a 0 I"'- 0-> . . 1347401 CAST-IN-PLACE CONCRETE . wp956 SECTION 03300 - Page I PART I GENERAL \D . 1.01 SECTION INCLUDES 0 -.J = ~C-l n ~ ~.:; A. Cast-in-place concrete and miscellaneous materials. >-.:. -, c-) --" - = - O'l ~ . --i C-:. J 1.02 QUALITY ASSURANCE :<1'- "'" ....tt-_on _rq :z .;..:i A. Perform Work in accordance with ACI 117 and 301. O:'D 9? -? :if-A . }:i: Ul B. Maintain copy of ACI 117, 301 and SP-15 in field office at all times. w . C. OWNER will retain and pay for services of independent testing laboratory, except as specified. Responsibility of testing laboratory will include: I. Concrete fine and coarse aggregate material sampling and testing; test materials prior to start of construction. . 2. Obtaining, making and transporting field samples of concrete and grout for testing. 3. Material tests 'during construction: a. Fine and coarse aggregate tests, except gradation. . b. Concrete and grout strength tests. c; Concrete slump tests. d. Concrete air content tests. 4. Tests on in-place concrete or concrete cores to verify concrete strength where tests on concrete I cylinders indicate insufficient strength. Costs for these tests shall be borne by CONTRACTOR. 5. Applicable teSting shall be performed as specified under article "Tests". 6. Provide reports to ENGINEER and OWNER, as Work progresses, giving information on . materials and testing performed, dates and placement description. 7. Reports shall indicate Whether or not materials meet specifications. 8. Bind reports in one volume at end of Project and give 2 copies each to ENGINEER and OW- NER. I 9.' Laboratory shall stamp each report or certificate stating whether or not test results indicate materials comply with specifications. . D. CONTRACTOR shall retain services of qualified independent testing laboratory with following responsibilities: I. Testing of trial batches for concrete mixes as specified under article "Tests". . 2. Performing gradation tests of aggregates as specified under article "Tests by OWNER's Laboratory. " 3. Provide reports to ENGINEER and OWNER giving information on materials, design mixes and testing performed. . 4. Reports shall indicate whether or not compressive strengths meet specifications. 5. Bind reports in one volume and give I copy each to ENGINEER and OWNER, . 1.03 SUBMITTALS A. Samples of concrete aggregates for testing by OWNER's testing laboratory. CONTRACTOR shall coordinate with OWNER's testing laboratory to ensure sufficient quantities of material are provided . for testing. I. Coordinate with testing laboratory to allow sufficient time for testing prior to initial concrete placement. Do not proceed with concrete placement until testing laboratory has confirmed . acceptability of material. 2. OWNER's laboratory will perform tests ENGINEER considers applicable on 1 sample of each aggregate size from I source at no cost to CONTRACTOR. If CONTRACTOR requires tests from more than 1 source, CONTRACTOR shall pay for such testing. Material taken from a . different location in quarry will be considered a change in source. . CAST-IN-PLACE CONCRETE 13474 01 . Page 2 - SECTION 03300 wp956 B. CONTRACTOR supplied tests or manufacturer's certificates of compliance with standards specified . prior to commencing concrete placement for: . I. Cement: From each car from which cement will be used. . 2. Fly ash: From each separate shipment from which fly ash is being used. 3. CONTRACTOR and supplier tests available on aggregates. C. CONTRACTOR's testing laboratory reports required prior to commencing concrete placement for . each concrete mix: I. Proposed concrete design mixes; data shall include list and quantities of all ingredients and mix slump and air content. . 2. Tests on concrete cylinders taken from trial batches of proposed mixes. 3. Aggregate gradation for each 200 tons of each size aggregate. D. List of admixtures, joint fillers, sealants, sealers, waterstops, curing agents, surface finish materials, . grout and other manufactured materials. Furnish manufacturer's literature and written recommenda- tions for products furnished as equal to that specified or to meet performance requirements. E. Laboratory shall stamp each report or certificate stating whether or not test results indicate materials . comply with specifications. 1.04 STORAGE OF MATERIALS . A. Cement: Keep clean, dry, and free from weather damage. B. Aggregates: Stockpile each gradation separately on clean, noncontaminating surface. I 1.05 TESTS BY CONTRACTOR I A. Proposed concrete design mix tests: Each proposed concrete design mix shall be established in strict accordance with ACI 3 I 8 by either of the following methods: . 1.' Proportioning on the basis of field experience. 2. Proportioning on the basis of trial mixture. 3. Gradation tests of aggregates as specified under article "Tests by OWNER's Laboratory." 1.06 TESTS BY OWNER'S LABORATORY . A. Concrete strength tests: I. Comply with ASTM C39 for testing and ASTM C31 or CI92 for preparation of cylinders. . 2. Field tests: Sample in accordance with ASTM CI72; make and test 3 cylinders from each sample on basis of not less than: ' a. One sample from each day's placement for each class of concrete. . g b. One sample from each 150 cu yd. v'" en ,c; fane sample for each 5,000 sq ft of surface area for slabs or walls, ;- " r ;~:gor a given class of concrete, if frequency of testing specified above would provide less . c~" """ _' >-1han 5 samples, sample at least 5 randomly selected batches or each batch if 5 batches or .' '>t-fi . ed __, J \D . - _ ewer are requlr . ;"(;'"' ~. :..:c:;yjinders shall be laboratory cured. Test I laboratory cured cylinder at 7 days and other 2 at . . , ~ g :::~~:days for average strength. ..--4. Iftests indicate deficient strength, as defined by ACI 318 immediately adjust mix to increase O'l average of subsequent test results and, when directed, carry out drilled core testing, ASTM C42 . and/or load tests required to establish that load-carrying capacity of structure is not jeopardized. If concrete fails to meet structural design requirements, promptly remove and replace or reinforce as required by ENGINEER to satisfy design requirements. Testing and remedial . work shall be at no additioDaI cost to OWNER. . -- -- ------ ---- ----- . 13474 01 CAST-IN-PLACE CONCRETE . wp956 SECTION 03300 - Page 3 B. Slump tests: I. Test each batch as delivered; comply with ASTM CI72 and C143. . 2. If slump does not meet Specifications, promptly remove batch from Work and dispose of off- site at location selected by CONTRACTOR. Under no circumstances is water to be added to batch in excess of maximum specified water/cement ratio. . C. Air content tests: 1. Sample on basis specified above for field strength tests. . 2. Determine air content by pressure method; comply with ASTM C231. 3. If air content does not meet Specifications, remove deficient concrete from Work. . D. Aggregate tests: 1. Comply with ASTM C33 for deleterious substances, soundness, abrasion, and specific gravity. 2. Test for each size aggregate prior to commencing concrete placement. - ~ I a. Gradation: Each 200 tons. ~ (') g "7,1 b. Deleterious substances, soundness, abrasion, and specific gravity: Each"cmmge-ih soutce from which aggregate is taken. ::?-:' m ~ . c. Change in strata will be considered a change in source. ;2;::': no '-:", _r!; ::g: ".... a~' .---=.,-, E. -~ co ---"",!j Grout strength tests: :::;::X . I. Comply with ASTM C39 and CI92 for preparation of2" round specimensr Ul 2. Sample (2 cylinders from each sample) and test on basis of: .;;- a, One sample taken and tested prior to placement for each type and strength of grout. . b. One sample for each day's placement for each type and strength or for each 3 cu ft of grout placed whichever provides most number of samples. 3. Cylinders shall be laboratory cured. 4. Test I cylinder at4 days and one cylinder at 14 days. . 5.: Premixed manufacturer's grouts shall not be tested when used in accordance with manufac- turer's recommendations. . F. When ambient temperature during coldest period of day falls below 50 of, cure I strength test cylinder on site under same conditions as concrete it represents for elevated slabs. Test cylinder to confirm adequate strength prior to removal of forms, shoring and bracing or loading of concrete. . 1.07 MEASUREMENT AND PAYMENT . A. If quantity of following item is changed from that required by Contract Documents, Contract Price will be adjusted on basis of unit adjustment prices set forth in Agreement. I. Concrete, cubic yard; (CY): Unit adjustment price includes labor, equipment, materials, tests, . placing, forming, vapor barrier, waterstops, joint fillers and sealers, finishing, curing, installa- tion of embedded items, and incidental work necessary for concrete construction. Unit adjust- ment price does not include reinforcing steel. . 2. Cubic yards of concrete defined as volume contained within lines of foundation or structure shown on Drawings or measured in field. No reductions will be made for pipe openings or blockouts, etc., less than I cu ft in volume. I I . ------ ------- ----- CAST-IN-PLACE CONCRETE 1347401 . Page 4 - SECTION 03300 wp956 PART 2 PRODUCTS . 2.01 CEMENT . A. Portland cement: ASTM C150, Type II. B. White cement: Nonstaining, ASTM C150, Type I. . C. Use only I brand of each type of cement unless otherwise accepted in writing by ENGINEER. . 2.02 AGGREGATE A. Regular aggregate: Strong, durable, well-graded minerals conforming to ASTM C33, Class 4S . requirements for grading, deleterious substances, soundness, abrasion, and specific gravity. B. Aggregates not conforming exactly to above specifications may be used provided: . I. Special tests or actual service establish that such aggregates will produce concrete of quality specified . . 2. An Addendum to Specifications is issued prior to receipt of Bids; no deviations will be permitted after receipt of Bids. C. Coarse aggregate: ' . I. 1-1/2" to No.4: Use for all concrete unless specified otherwise. 2. 3/4" to No.4: Use for slabs and thin sections and areas where clear spacing between reinforcing bars is less than 3". . 3. 3/8" to NO.4: Use for slabs and thin sections and areas where clear spacing between reinforcing bars is less than 1-1/2". 2.03 WATER . A. Clean, fresh, free from injurious amounts of oil, alkali, acid, salts, organic materials, or other . substances that may be deleterious to concrete or steel. 2.04 ADMIXTURES . A. Water-reducing and set-controlling admixture, ASTM C494, as required. Use for all concrete, B. Air entraining agent, ASTM C260. Use in accordance with manufacturer's recommendations. Use . for all concrete. C. Fly ash: . I. Conform to ASTM C618. 2. Fly ash for total Project shall be obtained from single source. . 8- CQ.9,crete mixes shall be designed to include fly ash in amount of approximately 15% to 20% of r'- 0" ~c!lfuent by weight. ~, ,,~. ~~li? be used at CONTRACTOR's option for all concrete. . j} "f ~ .~ . .a: .Jr ...:..--' ~r- , \D 0:::-""__ . -Li ~ - ~ e.... :- =< . W i"_"::';: 0 0 I"'- - en . ____n____n_ . 1347401 CAST-IN-PLACE CONCRETE . wp956 SECTION 03300 - Page 5 2.05 CONCRETE DESIGN AND USE . A. Strength classifications: . Required Average Compressive Compressive Class Stremrth, f'c Stren2th . A 4 000 Dsi 5.200 nsi B 2 500 Dsi 3,000 nsi . B. Average compressive strengths: Produce concrete of average strengths noted above unless test results substantiate a lower permissible average strength based on standard deviation criteria set . forth in ACI 318. C. Concrete use: . I. Class A: Use for all concrete unless specified otherwise. 2. Class B: Use for fill concrete and thrust blocks. . D. Maximum water/cement ratio: 0.48 by weight for Class A and 0.52 by weight for Class B. Where pozzolan fly ash is used, water (cement plus cementitious materials) ratio shall not exceed preceding. . E. Air entrainment: Concrete shall contain entrained air within following limits. \.0 0 -.J I :~r:-; C) Nominal Maximum Total Air CJ ~ J>:;:: -l "l, Size of Coarse Content, Percent G.,.' - n= A22re2ate In. Bv Volume - m '..~~ --!e j . -'":--- ....,., -" ". 3/8" 6to 10 _rr] ::zr t....t: 0::0 r~ :;;;:~ '?? :-~) 3/4" 4to 8 :r:-- (J1 I ..".. I" 3.5 to 6.5 , . J-I /2 " 3to 6 F. Workability: . I. Proportions of concrete shall produce a mixture, suited to placement methods, which will work readily into corners and angles of forms and around reinforcement and embedded items. Segregation of materials or free water will not be permitted. . . . . CAST-IN-PLACE CONCRETE 1347401 . Page 6 - SECTION 03300 wp956 2. Slump of concrete: Use minimum practical; vary within limits given to suit placement . conditions; in no case is slump to be increased by addition of water in excess of design mix quantity: . Type of Construction Slump, in. * . Minimum Maximum Walls 3 5 Sidewalks driveways, streets and slabs-on-l!rade 2 4 . All other concrete 2 5 *SJump before addition of high-range, water-reducing admixture. Maximum slump with addition of . high-range, water-reducing admixture shall not exceed 9". . 2.06 MEASURING A. Ingredients: . I. Cement: By weight or bag. 2. Aggregate: By weight. 3. Water: By weight or volume. . B. Equipment: Must provide easy, accurate control, and easy checking. 2.07 MIXING . A. Mixer: Mechanical batch type; minimum capacity, Ih cu yd. . B. Minimum time: One minute after all ingredients are in mixer for mixers up to 1 cu yd capacity; increase 15 seconds for each additional Ih cu yd capacity. Mix until mass is homogeneous and . uniform in color. C. Mixing equipment must be clean before using. . 2.08 READY-MIX CONCRETE A. May be used if concrete provided meets requirements of concrete specified and if concrete is . furnished by an established, approved plant. Ready-mix plant and equipment shall be certified in accordance with NRMCA QC 3. . B. Equipment and methods: Conform to ASTM C94. M . 2.09 WA'ffiRSTOP.s C~~ 0'\ :-:;; J,'j.. ;P.OlyvlftYI chloride: . ,=' J, FS:CRD-D-572: Greenstreak; W. R. Meadows, Inc.; Vinylex Corp.; or equal. ""= ~.Siie: 7" wide, 5/16" minimum thickness. n ,I:! D. ;MJilimum 1,750 psi tensile strength; -51 OF to + I,7500F working temperature range. --= o '--'-- . . r- 0 0'\ - . . 1347401 CAST-IN-PLACE CONCRETE wp956 SECTION 03300 - Page 7 I B. Bentonite: I. "Waterstop-RX Cold Joint Water Stop, V.olclay Waterproofing Systems" by American Colloid I Company. 2. Size: I" x 3/4" 3. Use: Where shown. I 2.10 CURING MATERIALS . A. Liquid membrane-forming compound: I. ASTM C309, Type I, VOC compliant with local and state regulations, with fugitive dye, except Type 2 with white pigment for surfaces exposed to direct rays of sun. . 2. Do not use compounds containing wax, oil, resin, varnish, or other bases that will prevent bonding of finishes such as floor coverings, tile, separate wearing course, additional concrete, paint, and similar applied finishes. . 3. Use for curing at CONTRACTOR's option except where specifically excluded. B. Plastic film: . 1. Polyethylene plastic film, white, nonstaining, conforming to ASTM D2103. 2. Minimum 6-mil thickness. 3. Use for curing at CONTRACTOR's option except where specifically excluded. . C. Absorptive mat: I. Cotton fabric, burlap fabric, or burlap-polyethylene material woven or bonded to prevent I separation. 2. Material shall be clean and nondetrimentalto concrete or finish. 3. Use for curing at CONTRACTOR's option. I 2.11 GROUT A. Regular grout: I I. One part portland cement to 3 parts fine aggregate with sufficient water to maintain adequate workability. Substitute white cement for normal portland cement to match color of adjacent concrete. I 2. Minimum strength: 4,000 psi at 28 days. 3. Use for patching. . Nonshrink grout: \.0 B. - -.J CJ I. Acceptable products: :';Er;, a (J =~ ,.I "Five Star Grout" by U. S. Grout Corporation. .,..- -l , a. y'- - = I b. "Masterflow 713 Grout" by Master Builders. C)- en ~.,.'~ - -iC- . , c. "Sealtight588 Grout" by W. R. Meadows, Inc. -(, Do ~ )'11'; d. "Crystex" by L & M Construction Chemicals, Inc. ~rr1 ::!l: a::r.l en :~:~ . 2. Nonmetallic and free of chloride, gypsum or corrosive-type materials. ::f::=: .. 3. Minimum strength: 6,000 psi at 28 days. :r:-- (,11 4. Use for grouting where shown. . . . CAST-IN-PLACE CONCRETE 1347401 . Page 8 - SECTION 03300 wp956 2.12 BONDING AGENTS . A. Polymer bonding agent: . I. "Weldcrete" by Larsen Products Corporation; "Intralok" by W. R. Meadows, or equal. 2. Use to bond surfaces of existing concrete to new concrete and to coat concrete construction joints. . 2.13 JOINT SEALANT A. Horizontal joints: "Sonolastic SL2" 2-component polyurethane base by Sonneborn Division of . ChemRex, Inc.; or equal. B. Backing rod: . I. Type: 'Sonolastic Closed Cell Backer-Rod", round preformed, closed-cell polyethylene rod by Sonneborn Division of ChemRex, Inc.; or equal. . 2. Diameter: Manufacturer's recommendations for joint width. 3. Use for proper depth control of sealant. PART 3 EXECUTION . 3.01 INSPECTION . A. Verify reinforcement, anchorages, plates, edge materials, inserts, waterstops, and other items to be cast in concrete are properly placed and secured. . B. Verify openings, recesses, and similar variations to concrete shape are formed and secured. C. Verify concrete may be placed without resulting in voids and honeycomb areas. Make provisions I for release oftrapped air. D. Verify forms are securely braced and tied. . E. Verify elevations and dimensions are accurate. 3.02 PREPARATION . A. Install liner where shown or specified. . B. Remove laitance from previously placed or existing concrete. Thoroughly clean surface and apply bonding agent. I C. Clean reinforcing steel and other embedded items. D. Provide for transport and placement of materials. . Cry 0 <[ f' "E. CP.ro'!.~i'for adequate means and equipment to consolidate concrete. Standby vibrators or other . ~':; :::consOJ!~tion equipment shall be on-site in case of equipment malfunction. ~~~ ccc: ...J>- l' ."','- ::,,~F. <.lJ)amp~subgrades and forms. . P"l ,- :=<r: ~ w (...)~ C> 0 I"'- en . . 1347401 CAST-IN-PLACE CONCRETE wp956 SECTION 03300 - Page 9 I G. Thaw subgrade, forms, and embedded items. . 3.03 PLACING CONCRETE A. Clean transporting equipment, reinforcing, and embedded items before placing concrete. Remove . water and debris from places to be occupied by concrete. ' B. Place no concrete until forms, reinforcing, and embedded items have been verified as adequately . supported and accurately placed and reinforcing steel placement has been checked by ENGINEER. Place no concrete over water-covered, muddy, or frozen soil. . C. Immediately prior to placing concrete for walls, place minimum 2" depth of cement-sand paste in bottom of wall forms. . D. Where conditions make placement or consolidation difficult or where reinforcement is congested, batches of mortar containing same proportions of cement, sand, and water as used in concrete shall be deposited in forms around congestion immediately prior to concrete placement to avoid . segregation induced "honeycomb." 0 ~ E. Immediately remove concrete where water, soils, or other deleterious substances~~per;;Jtte4"]i! . mix with concrete; form or embedded item movement occurs; or inadequate con~li.aatio1his ;r=, . --i(. J obtamed. :<j-~ .l:c> j~ _l"i ::!C tJ .. C)~ ~J F. Hot weather concreting: ~::'J: ro ,.j I I. Applies to concrete placed when ambient temperature exceeds 850F. :r:-- ~ 2. Conform to ACI 305R recommendations and requirements in addition to requireme'iits of Contract Documents. . 3.' Cool forms and embedded items to below 900F by use of waterspray immediately prior to concrete placement. 4. Keep subgrade continuously wet for 24 hours prior to concrete placement. .' 5. Provide shading to reduce temperature of forms, embedded items, and handling equipment and protect concrete. 6. Provide wind breaks to protect concrete from rapid setting and moisture evaporation. I G. Cold weather concreting: I. Applies to concrete placed when ambient temperature is below 400F. . 2. Conform to ACI 306R recommendations and requirements in addition to requirements of Contract Documents. 3. Thaw subgrade, forms, and embedded items to remove frost and obtain temperature above I" freezing prior to and maintain above freezing for at least 7 days after placement of concrete. 4. Maintain minimum concrete temperature above 550F for 72 hours after placing. Maintain concrete temperature above 3ZOF for 5 additional days. Use no salt or chemicals to prevent . freezing. 5. If temporary heating facilities used are of type which produce an atmospheric condition of high carbon dioxide content, seal off concrete in such manner that no damage will result to concrete . surface. H. Employ best industry practices to prevent segregation during placing. Do not drop concrete more . than 5'. Place in layers approximately 18" deep. . C'AST-IN-PI.ACE CONCRETE 13474.01 . Page 10 - SECTION 03300 wp956 I. Place concrete continuously in each section until completed. Permit not more than 30 minutes I between depositing adjacent layers of concrete. within each section, unless an acceptahle set retarder is used in concrete mix. . J. Thoroughly compact, puddle, and vibrate concrete into corners and around reinforcing and embedded items. Use internal vibration where size of section permits. . K. Maintain concrete temperature between 50'F and 800F while placing except as specified for hot and cold weather concreting. . L. Place sections of concrete in sequence which eliminates shrinkage effects to greatest extent practicable. . M, Immediately following both placement and form removal, thoroughly clean up concrete spatter, leakage, and spills. . N. Protect concrete from injury due to sun, cold weather, running water, construction operations, and other causes until properly cured. . 3.04 PUMPED CONCRETE A. Conform to ACI l04R and 304.2R recommendations and requirements, . B. Aluminum materials shall not be used in contact with fresh concrete. I C. Provide design mix specifically suited to pumping. D. Provide back-up for each component of system. I E. Provide special mix or mortar to lubricate transport line at beginning of each placement. . F. Provide for transport line cooling when ambient temperature exceeds 85'F and heating when ambient temperature is less than 3ZOF. 3.05 CONSTRUCTION JOINTS I A. Install only where shown or where specifically permitted. . B. Provide keyway 1-1/2" deep covering approximately 1/3 area of construction joint, unless shown otherwise. I C. Install waterstop where shown. D. <lli>cation where not shown: . _ <j. C0NTRACTOR shall locate joints using the following guide for ENGINEER's review. ~: "2. cNear center of self-supported slabs, beams, and girders unless beam intersects girder at this . ~' ~ '1>'oint, in which case joints in girders shall be offset a distance equal to twice beam width. r .0. 'Underside of deepest beam at walls and piers. =. c;.n..= 4. ::At'other places least likely to impair strength and appearance. u.. I- _oQ . U (,.):"> C) - r- :2 en . . 1347401 CAST -IN-PLACE CONCRETE I wp956 SECTION 03300 - Page II 5. Provide additional shear reinforcement where requested by ENGINEER. 6. Maximum pour unit shall be less than 50'.in any dimension unless specified otherwise. . E. Delay of at least 2 hours or until concrete is no longer plastic, shall occur after placing concrete for walls before placing concrete for slabs or beams supported thereon. . F. Place beams, brackets, and haunches monolithically with floor or wall system, unless shown otherwise. . G. Keep exposed horizontal construction joints level and straight by attaching wood strip to inside of form. Place concrete to level 112" above bottom of strip. Remove strip within 2..l!ours ~r placing . concrete and repair irregularities in joint. 0 = ~o (") U1l - - ....., ~- 3.06 EMBEDDED ITEMS (') -: - ~ 0"1 ;~~ -~, ,..... , . ., . A. Install items required under this contract to be embedded in concrete. Install ite~~~qu~ br others for embedding in concrete, if so instructed before placing concrete. S3::'2 co ':../ ...r::-..... .. I :r:-- CJ1 B. Fasten embedded items securely in proper position before placing concrete. ~ . C. Pipe through walls: Keyed blockout permitted instead of placing pipe or fitting in pour. Grout pipe or fitting in place with nonshrink grout. I D. Before placing concrete, pipe sleeves around anchor bolts shall be free of water and temporarily plugged by welding metal cap over top of pipe sleeve. Calk junction of metal cap and anchor bolt with sealant. Temporary cap shall be completely airtight. Remove metal cap after danger of water . entering sleeve and freezing is past or immediately prior to installation of material utilizing anchor bolt. E. Conduit or pipe embedded in slabs or walls: . I. Material: Uncoated or galvanized steel or iron clean and free from rust; minimum thickness equal to standard weight pipe unless specified otherwise. 2. Size: 1/3 wall or slab thickness maximum outside diameter. I 3. Locate in center of slab or wall and space not closer than 3 diameters on center; locate to avoid impairing strength of concrete. 4. Coordinate placing of reinforcing with conduit or pipe location. Do not cut reinforcing to clear I conduit or pipe. F. Aluminum items shall not be embedded in concrete. Where aluminum projects into or rests against . surface of concrete, coat surfaces of aluminum to prevent direct contact with concrete. G. Provide plastic liner on interior surfaces of walls, undersides of slabs, and surfaces of wall and slab . penetrations in direct contact with wastewater, unless shown otherwise. Refer to Section 06620. 3.07 WATERSTOPS . A. Hold securely in proper position by tying with wire, clamping between members, or other method to prevent waterstop from being moved out of position or bent over due to placement of concrete. . . CAST-IN-PLACF. CONCRETE 1347401 . Page 12 - SECTION 03300 wp956 B. Join ends by heat sealing in accordance with manufacturer's recommendations. I 3.08 BENTONITE WATERS TOP . A. Clean joint surfaces to remove dirt, oil, grease, wax, and loose concrete and laitance. B. Grind irregular surfaces to remove honeycomb or spalled areas. . C. Remove water and allow concrete to become surface dry. . D. Apply waterseal directly to joint using primer or cut nails as required to securely adhere material to concrete surface. . E. Butt ends together at ends of coils and at intersections to keep continuous, Do not overlap material. F. Waterseal contacted by water prior to placing concrete shall be removed and replaced with new . waterseal if there is any evidence of swelling of material. 3.09 GROUTING I A. Roughen concrete surfaces by light chipping to remove laitance to approximately 1/4". Do not . expose reinforcing steel. B. Remove materials which might interfere with bond; prepare surfaces in strict conformance to manufacturer's instructions.' I C. To facilitate cleanup, mask adjacent surfaces of equipment and concrete with masking tape or paste wax. I D. Provide forrnwork as required. E. Mix, place, and cure grout as specified for concrete. . F. Minimum thickness: I" unless specified otherwise. I G. Remove shims and leveling bolts after grout is placed. Fill shim voids with grout. 3.10 FINISHING II A. Flatwork: . 1. Tamp concrete to force coarse aggregate down from surface. 2n Screed with straightedge, eliminate high and low places, bring surface to required finish -;: ~ ele1(.ations; slope uniformly to drains. . c-:::...... '.3:' Piiiling of surface with dry cement or sand during tinishing processes not permitted. r,. [ _ -o...~ ~. ~~ ApP!y surface materials in accordance with manufacturer's instructions during or after finishing. ,. ,3. FiJijSh surfaces within following tolerances in accordance with ACI 117: . ~.'.... ~=.., - ,a.:,:Slabs: 5/16" in 10'. L:. '- :-ti;<:<Sidewalk: 1/2" in 10'. <-.J " ~ <:::> ci:) Top surfaces of structures other than slabs: In accordance with ACI I 17. r-- . C"'> - . . 13474 01 CAST-IN-PLACE CONCRETE wp956 SECTION 03300 - Page 13 I 6. Float finish: a. Float surface to true, even plane. . b. Float second time to uniform finish with wood or cork float; use edger on exposed edges. c. Use on horizontal surfaces unless specified otherwise. 7. Roughened finish: I a. Float surface to true, even plane. b. Roughen surface with rake or stiff broom to minimum depth of 1/4". c. Use on surfaces to receive additional concrete or grout. . 8. Broomed or belted finish: a. Float surface to true, even plane. b. Steel trowel to smooth, uniform surface. . c. Broom with fiber brush or drag burlap belt across surface in direction transverse to traffic flow. Use on permanently exposed slabs and sidewalks. <.0 d. -.! 0 0 . .~2::~; " ~~U B. Formed surfaces: J.:-~=- -! ('")- . - = I. Remove fins, projections, and loose material. 0"\ ,~ -1C:, , I 2. Clean surfaces of form oil. :-<;:: """ U"~ 3. Patch honeycomb, aggregate pockets, voids, and holes as follows: _I', :ll:' 0;:':: '-==;:: a. Chip out until sound concrete is exposed to minimum depth of I". ;;;;: >: <;? ,~'" . b. Prepare patching mortar with approximately 2 parts normal portland ceiifent, o!j,e' part white cement, 9 parts fine aggregate; vary proportions of cement as necessary to match color of adjacent concrete. c. Saturate surfaces with water and fill cavities with patching mortar. . 4. Fill holes left by form ties with patching mortar. 5. Cure patches as specified for concrete. . 3.11 CURING A. Cure concrete; begin curing as soon as possible after placement of concrete. . B. Use liquid membrane-forming compound curing for floor slabs except those to receive additional !I concrete or grout; method of curing optional for other concrete. C. Plastic film curing: 1. Dampen surface of concrete and lay plastic film with minimum 6" side laps; tape side laps, . 2. Hold film in place with lumber or use similar provisions to prevent exposure of concrete for 7 days after placing. . D. Water curing: I. Keep concrete continuously wet for 7 days after placing. 2. Use on concrete surfaces to receive additional concrete or grout and on other concrete surfaces . not receiving compound or plastic film curing. 3. Clean, nonstaining absorptive mat may be used with water curing. I E. Cure grout and miscellaneous cementitious placements by one of specified methods. END OF SECTION I I) K. C. Turner 2) L. D. Badtram 3) M. M. Ramer . 4) C. L. Meyer . 1347401 MISCELLANEOUS METALS I wp956 SECTION 05990 - Page I PART} GENERAL I 1.01 SECTION INCLUDES A. Secondary aluminum and steel. I <.0 B. Anchor bolts. 0 -.i .::r:c-.I 0 n ~'J'J C. Mesh screen. J:>::- -I . r:- -: - = . 0'> ,.== ,. D. Expansion anchors. -Ie: , <'- """ f ~ J _I.' -. E. Guardrails. C)::T'J co ';,:2; I ~:;, p U1 F. Self-closing gates. .s:- . G. Ladders. H. Aluminum hatch. . I. Shop painting. 1.02 QUALITY ASSURANCE . A. Perform welding in accordance with AWS DI.I "Structural Welding Code" and AWS DI.2 "Structural Welding Code - Aluminum," as applicable. . 1.03 SUBMITTALS . A. Shop Drawings for miscellaneous steel and aluminum, B. List of manufactured materials proposed, identifying manufacturer and type. . PART 2 PRODUCTS I 2.01 MATERIALS A. Secondary steel plates and shapes: ASTM A36. Weld in conformance to requirements of A WS . DI.I. B. Secondary aluminum plates and shapes: Type 6061-T6, ASTM B209 or B21 1. Weld in I conformance to requirements of AWS D1.2 and AA "Specifications for Aluminum Structures. C. Stainless steel: ASTM A240 Type 316. . D. Galvanizing: ASTM A123. E. Aluminum bolts: Anodized aHoy 2024-T4. . . . MISC.ELLANEOUS METALS 1347401 . Page 2 - SECTION 05990 wp956 2.02 ANCHOR BOLTS I A. Material: ASTM A307 or A36. . B. Provide anchor bolt assemblies where detailed on Drawings. C. Provide washers and heavy hexagon heads and nuts on anchor bolts unless specified otherwise. . D. Do not prime paint surfaces which are to be embedded in concrete. . 2.03 MESH SCREEN A, Type: Stainless steel hardware cloth. I B. Size: 1/4" diameter wire with I" clear openings. . 2.04 EXPANSION ANCHORS A. Wedge-type with expanding cone. . B. Provide stainless steel where indicated on Drawings. . C. Size and locations: As shown or required for equipment installation. D. Manufacturer: "Wej-It" expansion anchor bolts, by Wej-It Expansion Products, Inc.; "Kwik-Bolt . II" or "HSL Heavy-Duty Sleeve Anchors" by Hilti; or equal. 2.05 ALUMINUM GUARDRAILS . A. Material: Aluminum Alloy 6063-T6, anodized. B. Use 1-1/2" Schedule 40 aluminum pipe for rails and 1-1/2" Schedule 80 aluminum pipe for uprights. . C. Field connections: Field splice horizontal rails using 6" long, aluminum "Splice Lock Connectors" I by R & B Wagner, Inc., Butler, Wisconsin, or equal. D. Connections: Weld and grind smooth. Shop weld into as large sections as possible prior to . anodizing. E. Bend pipe at corners; do not miter pipe. . 2.06 SELF-CLOSING GATES A. 1)'pe: Prefabricated, anodized aluminum gate with stainless steel spring to automatically close gate; . ~r high:llY required length. C;, :-..::5= . :...=-to., ;.-0' ,"B. ~uj'~~~rer: Model A-71 "Safety Gate" by FabEnCo Inc., Houston, TX, or equal. -,-.- , ,JI- <=_J \.0 ~ - -u . iL' I- :=<t -'u <...:J u:;:: C> 0 r- <:n . . 1347401 MISCELLANEOUS METALS wp956 SECTION 05990 - Page 3 I 2.07 ALUMINUM LADDERS . A. Material: Aluminum Alloy 6061-T6, anodized. B. Provide self-closing gates with ladders unless specifically noted otherwise on Drawings. I C. Rung type: Aluminum, 0,125", 4-row, tread-grip (with end notching for fit-up with ladders utilizing pipe rail) by Morton Manufacturing Co., or equal. \D . 0 -.J D. Conform to details shown on Drawings. :f:: t:.J Cl " ~ 9_, -I krd c'- - r.= I 2.08 ALUMINUM HATCH - en r,.=c:. -~C) " ~-<i.' ~ b~ Type: Floor door access hatches, Type "K." r' :Jl: A. 0::0 00-.-=-. 0:> " -::;: ;;.-~ ~":P" . B. Door: j; Ul - I. 1/4" aluminum diamond plate, reinforced with aluminum stiffeners as needed. I a. Open to 900 and lock automatically in position. b; Withstand live load of 150 psf and equip with lock and removable handle. 2. Frame: 1/4" extruded aluminum with built-in neoprene cushion and strap anchors. . 3. Finish: Mill finish, with bituminous coating applied to portions of exterior of frame in contact with concrete, C. Manufacturer: The Bilco Co., or equal. I PART 3 EXECUTION . 3.01 ERECTION A. Anchor guardrails, ladders, and miscellaneous items securely to concrete. I B. Install expansion anchors in accordance with manufacturer's recommendations. . 3.02 ANCHOR BOLTS A. Install embedded anchor bolts as shown on Drawings. . B. Coat threaded portion of anchor bolts with oil or grease and wrap with protective tape at time bolts are positioned for new construction. Tape to remain in place until bolts are secured. I 3.03 ALUMINUM HATCH INSTALLATION . A. Fasten hatch securely in place. B. Completely assemble hatch with inside-outside operable handles, lifting and hold-open mechanism, . hinges, and necessary hardware for complete operation. C. Unit shall be operable upon completion of installation. . . MISCELLANEOlIS METALS 1347401 . Page 4 - SECTION 05990 wp956 D. Location: In floors where shown on Drawings, . 3.04 SELF-CLOSING GATE . A. Fasten gate securely to guardrail according to manufacturer's recommendations. B. Gate: Properly aligned and operable upon completion of installation. I END OF SECTION . I) K. C. Turner 2) L. D. Badtram I 3) R. S. Schmitt 4) C. L. Meyer . . . I . I . -..,. a oQ I If 0', ::..:::3.:= ~..J cc:C) ;r: , ,- '!t"f 00:::: ..:::;~ '--'- I , ..),'- c....;::-_ \D - -....c'.~ - '-0 fin I- '=~..:( ~ u (.):;;: Cl 0 I r-- - cn I . I I 1347401 FIBERGLA!\!\-REINFORCED PLASTIC PRODUCTS I wp956 SECTION 06610 - Page I PART 1 GENERAL . 1.01 SECTION INCLUDES A. Furnishing and instaJIing fiberglass-reinforced plastic (FRP) gratings, guardrails, plates, structural I support systems, ladders, and appurtenances. 1.02 QUALITY ASSURANCE . A. Product manufacturer shall have at lest 5 years experience in manufacturer of FRP products. Furnish proof to ENGINEER of successful similar installations. I B. Provide results of laboratory tests performed by manufacturer showing conformance with requirements of specification. <.0 --' 1.03 SUBMmALS a 0 . :2:C; " <'fil ~:'.~ -l ~ A. Complete specifications showing materials, properties, and fabrication details. C-J-'. - -= <T> J ---ie',' ~> li-'u B. Experience record and similar installations. ......~- ~ I -~' ., j1, ~ ':J) o~ 0:> C. Laboratory tests on materials. =:E ........ .. J> (:::; . D. One sample of each product shape proposed. Sample shall be representative of the const~ction, workmanship, finish, and appearance of proposed product. I E. Manufacturer's certification that grating will satisfy loading and deflection requirements of this specification for each size and span of material. PART 2 PRODUCTS I 2.01 MATERIALS II A. Resin: Polyester or vinyl ester resin with ultraviolet inhibitors suitable for use in environment of project. [I B. Reinforcement: Glass fibers with suitable coupling agent. C. Stainless steel shapes, fasteners, washers, and chain: ASTM A276, Type316. I D. Pultruded material minimum physical properties: I Ultimate Tensile Stren<'th 30.000 Dsi ASTM D638 Tensile Strenl!th at 750F 200000si ASTM D638 Shear Strenl!th 5 000 nsi ASTM D732 [I Modulus of Elasticity at 750F 2,300,000 psi ASTM D790 at 1250F 1.800.000 osi ASTM D790 . Barcol Hardness 45 ASTM D2583 Water Absomtion Ihv wei"ht\ 0.60% ASTM D570 . Snecific Gravitv 1.60 ASTM 0792 I FIBERGLASS-REINFORCED PLASTIC PRODlICTS 1347401 I Page 2 - SECTION 06610 wp956 . Flexural Stremrth 30 000 Dsi ASTM 0790 Flexural Modulus I 600,000 Dsi ASTM D790 . E. Molded grating and plates physical minimum properties: Ultimate Tensile Strength 128 000 osi ASTM D638 I Tensile Modulus 5 300.000 psi ASTM D638 . Flexural Strenl!lh at 2000F 40 000 Dsi ASTM D790 Flexural Modulus at 2000F 2 000 000 Dsi ASTM D790 Shear Strenl!lh 8 800 osi ASTM D732 I 2.02 GRATING . A. Finish outer surfaces, cut edges, or any surfaces which are exposed to air during cure to obtain complete cure of the resin without air inhibitions. Softening or tackiness under an acetone test will I be considered evidence of incomplete cure. B. Construct from fire retardant materials with ASTM E84 rating below 25. Top surfaces shall be nonskid-type utilizing angular silica particles embedded in upper portion of grating or a concave . profile. '" C. <Resin for:FRP components shall be acceptable for use in sanitary sewer and environments subject to . c.bjgh~~'1entrations of hydrogen sulfide gas, its solutions, and associated compounds. Provide a ""=, .compatible and equally resistant resin for sealing of cut edges. ~ c, ;;: :;>=: 'D. J;olors:'::Acceptable to ENGINEER and selected from standard resiD colors. . "---' --= : -::.,:, C:t"...L. f.,QJ::. ~inii!i~ factor of safety based on ultimate stress: 5. a c> . F. ~ectangular, bar-shaped constructed of straight parallel bearing bars and cross bars, Dry glass fibers shall not be visible on surfaces. Bearing bars and cross bars shall be spaced not more than 2" on centers. . G. Minimum design live loads for gratings and supports: 100 psf with a maximum deflection of 11300 of clear span while loaded to 50 psf. H. Provide FRP frames continuous around opening to provide support and even flat surface with . respect to surrounding surfaces. I. Securely attach to supporting members and angles with stainless steel fasteners and plates with a I minimum of 2 fasteners per grating section or I fastener per 12" of support length whichever requires greater number of fasteners. Attachments shall be removable and replaceable and require standard wrenches and/or sockets for installation and removal. Furnish and install all incidentals . required for attachment of grating to supports. J. Coordinate grating with equipment and materials which require penetration of grating. . K. Maximum weight of any grating panel: ISO lb. L. Manufacturer: Chemgrate Corporation, Woodinville, Washington; Fibergrate Corporation, Dallas, . Texas; McNichols Company, Tampa, Florida; or equal. I -- I 1347401 FIBERGLASS-REINFORCED PLASTIC PRODUCTS wp956 SECTION 06610 - Page 3 . M. Attach support cross-framing to concrete using minimum of 2 stainless steel fasteners per connection point. Connections shall be removable. I 2.03 GUARDRAIL I A. Construct guardrail systems of 2" square FRP tubes with solid FRP connector plugs fittiDgs inside dimension of tubes; solid 1/2" diameter FRP connector rods. Guardrails shall be complete with 3 mm thick by 4" high FRP kickplates with 1/2" deep corrugations and stainless steel drive rivets for fastening to post. Provide posts complete with FRP baseplate assemblies and stainless steel fasteners I for connection to structure. B. Provide epoxy cement for tube, plug, and rod connections. I C. Provide continuous posts and top rail with intermediate rails cut between posts. Provide for rail expansion with internal plugs cemented one side. Provide for kickplate expansion. . D. Fastener components shall be stainless steel. E. Design guardrails for 50 Ib/lf applied at any point in any direction to top rail with a maximum I deflection of 1/240. F. Provide product of Fibergrate Corporation, Dallas, Texas; Morrison Molded Fiber Glass Company, . Bristol, Virginia; Creative Pultrusions, Inc., Alum Bank, Pennsylvania; or equal. 2.04 STRUCTURAL SHAPES <.0 --' I A. Provide pultruded structural shapes and plates where required. 0 0 li!\ ~c. ("") _, -I B. Manufacturer: Morrison Molded Fiber Glass Company "Extren"; Creative Pult~io'ns, me. ~::::: I .Pultex"; or equal. :.:,c: 0' _~ -'l..; po \jell 2.05 LADDERS .. f><;"i :3 r=l -- '-..4 0;::-: 0:> ::E."--"'. ., . A. Conform to details shown on Drawings. y (J'\ ..,- B. Type: Pultruded, fiberglass-reinforced plastic ladder as manufactured by IKG Borden, Clark, New . Jersey, or equal. PART 3 EXECUTION . 3.01 INSTALLATION , A. Install in accordance with drawings and maDufacturer's recommendations by personnel skilled in . installations of this type. B. Assemble with posts plumb and longitudinal members parallel with each other and with walkway surface. Centerline of members shall be aligned with centerlines in same vertical plane. . C. Assemble gratings with plates and supports to provide a smooth surface flush with adjacent surfaces. . D. Provide brackets where required to secure and anchor to structure using stainless steel bolts or expansion anchors. E. Rigidly attach posts to support structure using stainless steel expansion anchors, stainless steel . adhesive anchors, or cast-in-place stainless steel bolts. I -- FIBERGLASS-REINFORCED PLASTIC PRODIlCTS 1347401 . Page 4 - SECTION 06610 wp956 F. Maximum clearance between grating ends and inside face of vertical leg of shelf angles: 1/8". . G. Minimum horizontal leg of shelf angle: 2". . H. Make cutouts in FRP materials as required for piping, conduit, equipment, and similar penetrations. Split FRP products on center of openings to permit ease of FRP material removal as practicable. I I. Field resin coat ends of FRP materials at cuts and openings, Field coatings shall conform to original manufacturer's material and shall be performed in accordance with manufacturer's recommendations. I J. Clamp adjacent edges of grating sections together at 1/4 points with acceptahle fasteners. I 3.02 ADJUSTING AND CLEANING A. Check gratings for final alignment and clearances and evenness with surrounding surfaces. Make I adjustments necessary to make fitups and maintain clearances. B. Check final alignment of guardrails to maintain alignment within 118" of elevation and horizontal . dimensions. Gap each slip joint not less than 1/8" and not more than 3/8". C. Bent, deformed, or otherwise damaged grating, plates, rails, and supports shall be repaired or I replaced in a manner to meet specified requirements. END OF SECTION I I) K. C. Turner 2) L. H. Badtram I I I . , I -3 a <r. 0'. '-~ I -'....-:>0. < - .:.:0 r~ r: . .1.- Lu- '-.::.. ~~ "'" __J~ , ._1:_ ....~ \D . ~ - ..-u fin >- ~--~;"' ~ w (332 0 r0- C> . 0"\ . I I 13474 01 P1.ASTIC I.INER I wp956 SECTION 06620 - Page I PART 1 GENERAL I 1.01 SECTION INCLUDES A. Premolded plastic sheet liner for protection of concrete pipe and concrete structure surfaces exposed . to raw sewage and gases. 1.02 SUBMITTALS I A. Manufacturer's experience including total years involved in the manufacturer of premolded plastic sheet liners for the services intended. I B. Welders' prequalification test results. C. Shop drawings showing locations, limitations, and special construction. I D. Site specific details of special construction, such as corners, pipe penetrations, pipe join~ caps and manholes, slide gates, stop logs, concrete benching, terminations, construction jq!!)ts, and:> 4il miscellaneous locations for variety of types of installations to be performed on this:I!l'oject3. =- . )'::?-' - .='" E. Manufacturer's materials and written installation procedure data and certification tllariinePAnd ~ materials conform with requirements of these specifications. ':1 f:' ;:;: " ' " .. r:"'\ -- ::-~ . --;r: .,-1 F. Material test data. 9.;::: 9? ~ (Jl Y' 1;:" G. Field test results. I H. Two samples of each of the following: I. Liner sheet including the locking extensions, approximately 12" x 12" square sections. 2. Outside and inside corners strips, joint welding strips, and termination strips. . 3. . Patching strips for holes or other penetrations. I. Samples and/or specifications and installation instructions for associated materials such as primers, . adhesives, tape, and similar items. 1.03 QUALITY ASSURANCE . A. Liner shall be furnished by manufacturer who is experienced, reputable, and qualified in the manufacturing of materials. Manufacturer shall give evidence of successful use of its product as a lining for concrete sewer pipes, appurtenances, and structures in sewage conditions recognized as I corrosive to concrete. B. Preparation of surfaces, installation, sealing, welding, and testing of surface shall be performed by . individuals trained and authorized by manufacturer for installation of liner. C. Entire surface of installations shall be spark-tested. . 1.04 STORAGE AND HANDLING OF MATERIALS A. Take precautions during shipping, handling, and storage to prevent scratching, denting, or puncture I of liner, or damaging anchorage system. Use special precautions during cold weather. B. , Store in accordance with recommendations of manufacturer. . C. Protect liner from excessive heat. . PLASTIC I.INER 1347401 . Page 2 - SECTION 06620 wp956 D. Repair damage to the liner or anchorages in strict accordance with the manufacturer's instructions I and recommendations. PART 2 PRODUCTS I 2.01 ACCEPTABLE MANUFACTURER A. Ameron, or equal, . 2.02 LINER CHARACTERISTICS . A. Materials: I. Flexible PVC sheet capable of withstanding 40 psi applied to underside surfaces of liner without . anchorage failure or sheet rupture. Provide integrally-molded ribs on one side of sheets for pipe, walls, and ceilings; plain sheet for top surfaces. 2. Fully resistant to attack by raw sewage, hydrogen sultide, and sulfuric acid, 3. Corner strips and angles, weld strips, and miscellaneous materials: As recommended by lining I manufacturer. 4. Color: White. 5. Minimum thickness: 1.60 mm, except 2,30 mm minimum for sheets on top surfaces. . 6. Mechanical anchorage: Integrally-molded ribs on one side of sheet. 7. Adhesive, primer, and tape: As recommended by liner manufacturer. B. Physical and chemical properties: . Properties Initial After 112 Oays Chemical Exposure . Tensile strength (both longitudinal and trans- verse); ASTM 0412, minimum 2,175 psi 2,100 psi Elongation at break (both longitudinal and transv- . ersed); ASTM 0412; minimum percent. 200 200 Shore hardness; ASTM 02240 at 20.C: One second: 50-60 I5 I Ten seconds: 35-60 I5 Weight change; percent -- II.5 Plasticizer, PVC sheet, permanence; 24 hours at I 90'C on 2" diameter disk (ASTM 01203; maximum percent). 1.2 -- ...:t Water absorption at 24 hours; ASTM 0570; I C> maxi'!!l{Ill percent. 0.4 -- .. . _""c- v";' en Watei'soluble mailer at 24 hours; ASTM 0570; ~;t:. ,-- !If'1 ~ maxi~m percent. 0.15 -- I L__", , _-.J, , \.D Tear ~ength (longitudinal and transverse); ASTM ""'-....; 9.4 ~ _ 0100<1; (grip speed 200in/min); minimum leN/m. -- E.2.. t; ^,bry.sj~m resistance; ASTM Ot044 CS-17 (cali- I C> bnitecWheelloaded to 2.2 Ib maximum weight r-- ~ 35 0"> 10ssJ,-mg. -- Coefficient offriction: ASTM 01894. . Static coefficient: 0.75 -- Kinetic coefficient: 0.54 -- Coefficient of thermal expansion; ASTM 0696; 2.2 x 10" inchesl"F -- . . . 13474 01 PLASTIC LINER I wp956 SECTION 06620 - Page 3 PART 3 EXECUTION \.0 - -..I I 3.01 PREPARATION a c::> :2r.. c") ''''UJ Prepare forms and liner in accordance with manufacturer's recommendations. ~ ::; --I A. ~ - ,= en , I "-.i.. J r........,." 3.02 INSTALLATION -<,- 00> 'Jl!a . 1", - ~ '-,=0 0:;'::; ct:J \, =-~j A. Walls: ~;:., . I. Set and secure to contact faces of concrete forms of surfaces to be lined; conform ~ manufacturer's recommendation. 2. Place smooth face next to form and anchoring devices towards concrete to be placed. I 3. Joints: Overlap or butt joint with no more than 1/8" opening hetween adjacent sheets. 4. Seal back side of joints with I" wide weld strip or other means acceptable to manufacturer and ENGINEER. 5. Provide a termination strip at intersection hetween walls, or pipes, walls, and slabs. I 6. Keep number of form tie and other penetrations to minimum, 7. Installation and sealing shall provide a continuous plastic lining and prevent entrance of concrete or mortar between lining and form. I B. Ceiling: I. Set and secure liner to bottom form surface, Conform to manufacturer's recommendations. 2. Use care to form and seal corners formed between wall and ceiling sheets. I C. Wrapping: I. Openings: Wrap and place liner into openings and on sides of openings to form a continuous . protection with lining on face of the wall, ceiling, or slab. 2. Return lining minimum of 4" at surface of contact between new concrete and existing or cast-in- place items such as existing concrete, manhole frames, gate guides, stop log slots, ductile iron . pipes, and similar items. Seal liner to item using adhesive system recommended by manufacturer. D. Lining concrete pipe: . I. Perform at pipe manufacturer's facilities and in accordance with liner manufacturer's instructions. 2. Set liner flush with inner edge of tongue or groove end of pipe section and extend to opposite . end or to approximately 4" beyond the opposite end depending upon type of lining joint to be made with adjoining pipe section. 3. Wherever pipe adjoins structures, extend liner over and around end of pipe and lap with structure liner not less than 4". Coordinate wrapping with slide gates, stop logs, and similar . construction. 4. End protection may be fabricated from liner material but need not be locked into pipe concrete. Where pipe lateral or manhole is installed through lined concrete pipe wall, special seals shall . be formed to make a continuous liner seal. ' 5. Provide 3600 coverage of interceptor concrete pipe. 6. Repair all damaged areas to pipe lining. 7. Field joints: . a. Clean all mortar, joint seal, and other foreign material from lining surfaces adjacent to pipe joint leaving them clean and dry. b. Place 4" welding strip centered over the joint and tack weld to lining. Then, weld along . each edge to adjacent liner sheets. 4" joint strips shall lap over each sheet a minimum of I" . A 5" nonwelded portion along downstream edge of strip shall be left at bottom of all joints to relieve groundwater pressure behind strip. c. Alternately; make joint with joint flap, with anchorage extensions removed extending . approximately 4" beyond pipe end. Joint flap shall overlap lining in adjacent pipe section a minimum of I". Tack weld joint flap and then, place and weld a 2" weld strip across joint. I l PLASTIC LINER 1347401 . Page 4 - SECTION 06620 wp956 Protect the flap from damage. Excessive tension and distortion during laying and jointing . operations shall be avoided. If required, heat liner to avoid damage. d. Perform joint welding in strict conformance with instructions of liner manufacturer. Fuse . both sheets and weld strip together to provide a continuous joint equal in corrosion resistance and permeability to liner plate. e. When groundwater is encountered, joint shall not be made until no visible leakage is evident at joint and joint materials are completely dry. . E. Lining multiple curved, warped, or spherical surfaces: I. Cut sheets to fit multiple curved, warped, or spherical surfaces using a minimum number of . separate pieces. 2. Heat forms and liner and maintain heat until concrete has attained sufficient strength to maintain shape and as recommended by manufacturer. . 3. 2.3 mm thickness plain sheets may be used in place of sheets having integrally-molded ribs on one side. Plain sheets shall be both adhered to the concrete and mechanically anchored to the concrete surface using stainless steel anchors with washers at 8" maximum on centers. Cover exposed steel anchors with 2.3 mm minimum thickness PVC weld pieces. I F. Joints: I. Closely fit at joints and secure to forms. Overlap or butt joints with not more than 1/8" gap I between sheets. Seal joints with weld strip placed over back of joint prior to placing concrete. Seal to adjacent construction to prevent concrete flowing around edges. 2. After forms are removed, apply weld strips to all lapped or butted joints, form tie and similar holes, nail holes, and damaged area of the liner to form a continuous seal of liner. Weld strips . shall lap each side of joint I" minimum. 3. If liner cannot span across too wide an opening, fill joint space with densely-packed acceptable calking material to minimum depth of 2". Rough surfaces shall be ground and polished as . required to affect adhesive seal. G. Remove forms in a manner to avoid liner damage. Finishing nails used to hold liner in place on forms shall be pulled through liner and holes patched with a weld strip. . 3.03 FIELD TESTING A. Thoroughly clean and visually inspect all surfaces of liner after removal of forms, I B. Nondestructively probe all patches and weld strips to determine adequacy of seal. . C. Test all surfaces including welds and weld strips with an acceptable electrical spark tester with the instrument set at 20,000 volts minimum. Testing shall be as follows: ' I. Test a minimum of 25% of welding strips. . 2c.::t Test 100% of liner installation. o oQ ,D. P!)ysical:tests: I ~~; I,c TesiSt least 25% of welding strips. ~~ z:cc Provide a minimum of 2" extension of welding strip beyond termination point to provide a tab ~_ 1.0 and'apply 10 Ib pull to the tab and normal to face of structure. Hold liner adjacent to welding ~. - strip-against concrete during application of the pull force. Maintain pull if failure develops, . Lp,_ G ~ep}iir failed welded areas and retest after repairs have been made. 3? Neatly trim tabs away after weld strip has passed inspection and test. b Perform physical tests within 2 days after joint has been completed. . 5, For each failed pull test, test one additional tab, 3.04 PROTECTION A. Protect liner from damage prior to placing concrete. . I ~ --- . 1347401 PLASTIC LINER wp956 SECTION 06620 - Page 5 I B. Protect liner from damage from equipment, personnel, and materials used in or taken through the work. I C. Repair all damaged areas and perform work in accordance with the manufacturer's instructions and recommendations. Patch all holes, cuts, tears, and seriously abraded areas in the liner. I D. Liner not properly anchored to concrete or when patch latger than 8" across are necessary shall have liner anchorage to concrete restored using adhesive and mechanical anchors. . 3.05 WELDERS A. Prequalify welders by requirement to successfully pass welding test. Requalifications may be . required when requested by ENGINEER. B. Prequalification and requalification tests shall be witnessed by ENGINEER. I C. Weld test: I. Weld 2 pieces of liner, measuring 10" x 16" each, along the long edge. Pieces shall be held in vertical position and lapped 1-1/2", Position weld strip over lap and weld to both sheets. . Extend each end of weld strip at least 2" beyond liner plate to provide tabs. 2. Test each tab by applying a sustained 10 Ib pull to the tab and normal to the face of the liner. Hold liner firmly in place. There shall be no separation between weld strip and liner. 3. Cut three test specimens from the sample after the pull test on the tabs and test in tension across I the weld using a sustained pull of 10 Ibs per inch of specimen weld length. If none of the tests fail, the weld will be considered satisfactory. If I specimen fails, a retest of 3 additional specimens cut from the same weld sample will be permitted. If all 3 additional retests pass, the I weld will be considered satisfactory. If more than I of the original 3 specimens fail, the weld will be considered unsatisfactory. D. Welder will be disqualified if his weld test does not pass both tab pulls and tension across weld I tests. New qualification tests may be performed when, in opinion of ENGINEER, welder has had sufficient off-the-job training to warrant re-examination. I END OF SECTION I) K. C. Turner 2) G. J. Fink I 3) M. M. Ramer \D 4) C. L. Meyer -.J 0 0 ~C-:. ("") ~Vd J>= -, I -= ~-- .. - ~~ 0" --! c-:. {~. -<r "'" t"'U . p", ::;;: ::J I o2"~ 0) :E-" .- J;- (J'\ - . I I I ----- I 13474 01 SLIJICE GATES wp956 SECTION 11288 - Page I I PART 1 GENERAL . 1.01 SECTION INCLUDES A. Sluice gates, I B. Operators. C. Equipment list: See sluice gate schedule. . 1.02 RELATED SECTIONS A. Section 01300 - Submittals. . \D 1.03 SUBMITTALS 0 -.I C> .::r:c-) ("') "l,'l I A. Manufacturer and manufacturer's type designation. :r>= -; G-: - ..= en r-:-=- B. Manufacturer's catalogue data. -IC. Ll :<r" j~ ". ~ !t V I _f'l ~ C. Shop Drawings showing dimensions and section views of equipment, 0::0 ,""=1< <;::: 9? ';'-~"Jj PART 2 PRODUCTS :r:-- Ul I 2.01 ACCEPTABLE MANUFACTURERS . A. Rodney Hunt, Waterman, Golden Harvest, or equal. 2.02 SLUICE GATES I A. Size, quantity, and location: I. 18" x 18". 2. Total required: 2. I 3. One each in East Siphon Structure and West Siphon Structure. B. Meet requirements of A WW A C50 I specifications, except as otherwise specified. I C. Heavy-duty type sluice gates. D. Flat back frames. . E. Provide one-piece, F-section, cast iron wall thimbles with sluice gates, unless otherwise specified. I F. Show location of vertical centerline with permanent marks at top and bottom of machined face; include work "top" marked near top center of thimble opening. G. Provide stems and stem guides in accordance with AWWA C501, Section 3.1 I and 3.12. . 1. Single rising stem, unless otherwise specified. 2. 290 threads, acme. 3. Stem diameter capable of withstanding twice maximum operating force; turned straight and true . and honed to smooth 63 micro inch or better finish. 4. Support stem at spacings such thatl/r ratio for unsupported stem length is 200 or less. 5. Provide split, bronze bushed, adjustable type stem guides. . . SLUICE GATES 1347401 I Page 2 - SECTION 11288 wp956 2.03 MATERIALS I A. Gate, guide, and frame: Cast iron, ASTM A126, Class B. I B. Seating faces: Bronze, ASTM B98 or B139. C. Wall thimbles: Cast iron, ASTM A126, Class B. I D. Stem, stem couplings: Stainless steel, ASTM A276, Type 304. E. Wedges, thrust Dut: Bronze, ASTM B584, CA873. . F. Fasteners and adjusting hardware: Stainless steel, ASTM A276, Type 304. . G. Yoke: Cast iron, ASTM A126, Class B. H. Flush bottom seal: Neoprene. . I. Flush bottom retainer box: Stainless steel, ASTM A276, Type 304. J. Operator housing: Cast iron, ASTM A126, Class B. . 2.04 OPERATORS A. Operators shall meet A WW A C501 specification, except as otherwise specified. I B. Type II: Manual, handwheeltype operator. . I. Offset pedestal mounting. 2. Provide operating nut that extends through top of housing and terminates in hexagonal shape. 3. Provide handwheel diameter as required such that pull to operate does not exceed 40 lb. 4.. Provide plastic stem covers specified in A WW A C501, Section 3.14.5. I 5. Locate handwheel between 32" and 36" above floor. 2.05 PAINTING . A. Shop painting: I. Prepare surfaces and shop prime in accordance with manufacturer's standard for wastewater application. I 2. Manufacturer's standard finish painting. B. Field painting: Touch-up to match manufacturer's standard. I PART 3 EXECUTION 3.01 INSTALLATION I A. Install where shown on Drawings and as recommended by manufacturer. ..::t END OF SECTION . C> <( 04 ,~~ I)C,G. P.'Fink':o . 2) , , 'C. ~ Mey,et: 3)'- "~R. S. Schmitt 4)::;',::;,C. t':' Meyer) q'! I- '::<T: I L-... <:.J =-) ;s'.: C> 0 r-- en I II 1347401 SLIDE GATES I wp956 SECTION 11287- Page I PARTl GENERAL II 1.01 SECTION INCLUDES A. Gates, operators, and accessories, II 1.02 RELATED SECTIONS A. Section 01300 - Submittals. I 1.03 SUBMITTALS \D - -J II a c:> A. Shop Drawings showing arrangement, dimensions, and materials. ~C-} " ='1 }:,:> =-~ -l ~ ("";-. - ~ I B. Operator information and accessories details. V'I h -icu ,~., -<,' ;po !; :td II C. Operating and maintenance instructions for gates and actuators, ~G1 ::<: .=t'l 0:::;: Cf? "..:.,j\:~t <",..... PART 2 PRODUCTS l0- u, - I 2.01 MANUFACTURERS A. Rodney Hunt, Waterman, Golden Harvest, or equal. . 2.02 SLIDE GATES I A. Self-contained, with yoke and bench stand operator. B. Rising stem. I C. Type: Flatback for flush mounting to wall face; flush bottom seating. D. Size and quantity: As shown on Drawings. I E. Location: East Siphon Structure and West Siphon Structure. F. Frame and guides: . I. Gate frame: Rigid, welded unit, composed of guide rails, cross bars, and headrails with clear opening same size as waterway. 2. Guides: I a. Structural shapes of sufficient length to support 2/3 height of slide when gate is fully open. b. Sufficiently strong so no further reinforcing will be required where guides extend above operating floor. Yoke to support operating device shall be formed by members welded or I bolted at top of guides. 3. Yoke shall be constructed to allow removal of plate and stem without disconnecting yoke. 4. Yoke shall be sufficiently strong to support lift forces, without excessive deflection, when subjected to load of 80 Ib pull on operator. . G. Slide cover: I. Plate reinforced with structural shapes welded to plate. I 2. Slide cover shall not deflect more than 1/360 of span of gate under maximum head. 3. Stem connection: Either clevis type, with structural members welded to slide and bolt to act as pivot pin, or threaded and bolted (or keyed) thrust not supported in welded nut pocket. 4. Clevis or pocket and yoke of gate shall be capable of taking, without damage, at least twice I rated thrust output of operator at 40 Ib pull. I SLIDE GATES 1347401 I Page 2 - SECTION 11287 wp956 H. Stem: I I. As required for intended service, of suitable length and ample strength. 2. Diameter: Capable of withstanding twice rated output of operator at 40 lb pull; supported such . that Llr ratio for unsupported part of stem shall not exceed 200. 3. Provide a clear butyrate plastic pipe cover with markings to indicate stem position. Top of cover shall be closed. Cover shall be easily field mounted. I I. "J" bulb seals: I. Provide gate with "1" bulb seals along sides, and across invert of gate. 2. Mount seals either on frame or disc, such that seals do no protrude into opening of gate. . 3. Seal shall be adjustable and replaceable in field. J. Material : I. Frames, rails, cover slides, yokes: ASTM A276, Type 304 stainless steel. I 2. Fasteners and anchor bolts: ASTM A276, Type 304 stainless steel. 3. Sterns: ASTM A276, Type 304 stainless steel. 4. "J" bulb seals: Rubber, ASTM D2000 BC 610/615 or other suitable composition for extended . use in water and sewage. K. Operator: I I. Manually operated. 2. Maximum effort required to operate after gate is unseated: 40 lb. 3. Handwheel or gear type as required for gate size and operating head. 4. Gears, where required, shall be provided with machine cut teeth. Lubrication fitting shall be . provided to permit lubrication of all gears and bearings. 5. Arrow shall be cast on gear housing or handwheel to indicate direction of rotation for opening. 2.03 PAINTING I A. Shop painting: I. ' Exposed ferrous surfaces shall be primed with manufacturer's standard. I 2. Stainless steel shall not be painted. 3. Manufacturer's standard finish painting. B. Field painting: Touch up to match manufacturer's standard. I PART 3 EXECUTION 3.01 INSTALLATION I A. Install in accordance with manufacturer's recommendations. . END OF SECTION I) G. J. Fink . 2) C. L. Meyer LC) C> ::r:. . j:- en ~::S: l~",,"_ . ~o ~ J,,- ~-~ .:J... -~:>-: """ "..1 <D "---,- . Q...:......~ ~ - ,....w n, ...... ~<C <.=,."" u ;"-) ;.": C> C> r-- - . en . I INSTRUCTIONS FOR SHOP DRAWING TRA NS MITT AL I I Shop Drawings and manufacturers' information submitted shall ,be accompanied by completed copies of the "Shop Drawings Transmittal FOl:m." Submit number of copies as specified. I 2 Number each transmittal consecutively, assigning resubmittals new transmittal number. 3 Do not include submittals for more than one section of specifications on the ENGI- I NEER/ARCHITECT transmittal ,form (disregard if inapplicable). 4 A brief title under "Subject" should clearly identify the specific application of the equipment or I material covered by the Shop Drawing, utilizing where possible the same title used in Drawings and Specifications. 5 Information under CONTRACTOR's TRANSMITTAL should be completed by CONTRAC- I TOR prior to submittal. 6 Information under ENGINEER's/ARCHITECT's ACTION will be completed by ENGI- I NEER/ ARCHITECT. 7 ENGINEER's/ARCHITECT's action is classified as follows: I a) Reviewed: Submittal has been reviewed and appears to be in conformance to design concept of Project and Contract Documents or Procurement Documents. CONTRACTOR may proceed with fabrication of work in submittal. b) Reviewed As Noted: Submittal has been reviewed and appears to be in conformance to . design concept of Project and Contract Documents or Procurement Documents, except as noted by ENGINEER/ARCHITECT. CONTRACTOR may proceed with fabrication of work in submittal with modifications and corrections as indicated by ENGINEER/ARCHITECT. I II c) Resubmit: Submittal has been reviewed and appears not to be in conformance to design concept of Project or with Contract Documents or Procurement Documents. CONTRAC- TOR shall not proceed with fabrication of work in submittal, but instead shall make any . corrections required by ENGINEER/ARCHITECT and resubmit for review. d) Returned without Review: Submittal is being returned without having been reviewed because: I) not required by Contract Documents or Procurement Documents; 2) grossly I incomplete; 3) indicates no attempt at conformance to Contract Documents or Procure- ment Documents; 4) cannot be reproduced; 5) lacks CONTRACTOR's completed approval stamp; or 6) lacks design professional's seal when required by law, Contract Documents or Procurement Documents. If submittal is required by Contract Documents . or Procurement Documents, CONTRACTOR shall not proceed with Work as detailed in submittal, but instead shall correct defects and resubmit for review. e) For Information Only: Submittal has not been reviewed but is being retained for I informational purposes only. ..0 -' C) <=> I ~c: c-:> ~bl) ..,...,,- -I .Y ._ ~ n-.:. - ~'~ 0" -Ie:, ~~ -<.- ". J Ii ~ . =-Pi ::!: ~ 02:: c:> ; ..; ::E ....~. y (J'\ C.!1 . I Form No. 300I-R3 1295 CMI09 SHOP DRAWING TRANSMITTAL I I e 0 "'- 0- 0. ~ -. . ~O 05 .> I IC- e " " ;0 c.!! o e 00. '5.2 0 .::g- ~i ~ ::!;en .; Z :!:~ e- e I .; z 0 E . 0 o~ a; Z ;:: .0 e- ; e _ e e ~ 0 U "- :s ~ --- '" ..: . . 0 0 oe 0 ICICu. . . UJ , , , is . en .... I e ,; m U (/)tuo .:: w m . .... a:a:i:L IC > .. % Ol 0 U IC E I ~ 0 " 0 (/) UJ . 0: '0 I- w z . Z w , .; ~iti ~ .. <l: Z CJC1J"C Ii) l- I - ZOlDCI .... 0 W',p ~ ~ ~ .a:lQ) CI . :J e 5">"s;: i! (/) 0 fCl tD .; 0 .oICIC m Z 2 E ~, , 0. . 0 I . ~ IC U att:~ 0 en > m 0 .... Ii) 0 W en w .... .... z I .... :;: <l: m 0 <l: IC l- I: ci t= ..: 2 _ iii (/) :!: o g IC I I . :> w 0- e w (/) e 0 ~ Z ..0 " <l: 2 w a: I I- Cl m Z ., :: i= E ~ I <l: ~ IC a: 0 Q I- .... V c.. ~ ,- ,..: ::-) .., , IIC I 0 .... '.... ~, ~I"" >iZ :J: (i. r\~ ~O ti (/) ... G '-0 o . ..: 00 -. - ~ - , S ~ ..> c: . 0 :E -' , ~ := 0 . I~ ("', I" <:l~ CI UJ ?l c: 0,.,0:. ~ Z '0 - ..: .:ciI. ~ ~ . e 0 ,IC " ~- ~1 . .... _~o ]. . . UJ ::!;02 . 0 0 'ii -0 ~ I 0: o .... E 0 o _ .... w 0 U ....- i:i _ e J: 0 o 0 .... IC " I 2 a; .. 0 0 - . U ;; IC_ 0 w'iij w _ m 2 . 'S -" ,,- e 2 0 I . ::!; w . > . .0 ~ . - 0> 0 . e ~ I i! .; .~ 0 -. . 2 . ~ 0 . . E E ",- 0 " . ,,0. . . e - ..0 IC -' 2 o ~ " e 0 " . 0 . IC IC IC " . . ; - ~g: 0 00 e " ~ I > .0 . . .... .... .... ~.2 ()o "ij .;:: _ 0 .~.... .0 oN F.3 ,goO , V 00 ~i. - o - .. .... lD .~ . . IC 0 - - , . . IC IC IC . a:l := o 0 enO IC .... .... .... . _:0 ... ~ ~ . . Z 2 Z z -0 o 0- ~ '0"0' . . m C:O: 0 00" > e e <; I o 0 ~ 0 00" ell .S! 9 0 . t) : '... 2 .. " u "' L . . .s:> . c;J:J o "'f'\ ~ S2 ~ "'ft :P -1 =- . S2-< :: r -10 m -<,-:. po .1 . (""\ ';:J: 0 0:::0 o.D I ::E~ .. )? U1 N . Project Manual . for I . Willow Creek Interceptor and Lateral Sewers . . . ~ . CITY OF IOWA CITY . . February 1998 . . . STANLEY CONSULTANTS, INC.1iII . OStanley Consultants. lne. 1998 . I. . \D CP . - ...., "'fU 0 ~ ~~ =" J>>~ - f"" n-< - . ~n ~ rn -<r a - ~ C3::xJ \D ::;::;s: ., "" . :p N Project Manual . for . Willow Creek Interceptor and Lateral Sewers . City of Iowa City Ii Iowa City, Iowa . I. I hereby certify that this engineering document was prepared by me or unde, . ~\\\,,""IIJU"'l1llll my direct pe'sonal supervision and that I am a duly licensed ProfessIonal "," 55 '11f. #" ~\)flO ION~/'~ Enginee, unde, the laws of the State of Iowa ~ ~~ ......... ~ ~ ~~ ..- -.. ~~ . ~ 5=:) ..- e. ~~ ~;r~~ ~//f)Jf'r s.;;:;: . . ~ ;:: . .~':::. S f.IJ. ~ ~ i c..>; CHARLES L. : ~ % '/ 2/10/98 ~ ::I : MEYER : ::c, ~ . - . . - ~\ 05034:~ - . .:::: My license renewal date is December 31. 1999. '%: .... ..- ~ ~ tt. .- ~ ~ -.. ..- 'tr s ~ .......... {f- .' ~41111, lOW'" ,\\,~,~ Pages or sheets covered by this seal: As listed in the Table of Contents. '"1/11111111111\111\\\' . -- _I ---- I 1347401 TABLE OF CONTENTS I wp956 Page I WILLOW CREEK '\D INTERCEPTOR AND LATERAL SEWERS co . ,- ..., 0 ~ "'fi CITY OF lOW A CITY :E("') v:::i ==- lOW A CITY, lOW A - F n-<' - - ~ . -1("') TITLE ,...<.r" . \'TI -:::0 \D Notice of Public Hearing ~ .. . Advertisement for Bids 57 I th~ 3 Drawing List I thru 2 Instructions To Bidders I thru 7 . Bid Form I thru 4 Exhibit A - Unit Prices I thru 5 Bid Bond Form BB-I Agreement Between Owner and Contractor I thru 5 . Performance and Payment Bond PB- I thru 3 Standard General Conditions for the Construction Contract. EJCDC No. 1910-8 (1990 Edition) I thru 42 . Exhibit GC-A to General Conditions GC-AI thru A2 Supplementary Conditions I thru 7 Statement of Account Status I thru 3 Restriction on Non-Resident Bidding of Non-Federal Aid Projects I . Contract Compliance Program, City of Iowa City CC-I thru 18 DMSION I GENERAL REQUIREMENTS I Section 01005 Administrative Provisions I .thru 5 Section 01025 Measurement and Payment Ithru 5 Section 01200 Project Meetings I thru 2 . Section 01300 Submittals I thru 4 Section 01400 Quality Control I thru 2 Section 01500 Construction Facilities and Temporary Controls I thru 3 Section 01600 Material and Equipment I thru 2 . Section 01700 Contract Closeout I thru 2 DIVISION 2 SITE WORK . Section 02050 Demolition I thru 4 Section 02110 Site Clearing I thru 2 Section 02220 Excavating, Backfilling, and Compacting for Structures I thru 5 Section 02221 Trenching, Backfilling, and Compacting 1 thru 16 . Section 02271 Plastic Filter Fabric I thru 3 Section 02273 Gabions I thru 3 Section 02274 Riprap I thru 2 I Section 0272 I Sewerage Systems I thru 17 Section 02900 Landscaping I thru 7 DIVISION 3 CONCRETE . Section 03 I 00 Concrete Formwork I thru 4 Section 03200 Concrete Reinforcing I thru 2 Section 03300 Cast-in-Place Concrete I thru 13 . DIVISION 5 METALS Section 05990 Miscellaneous Metals 1 thru 4 . DIVISION 6 WOOD AND PLASTICS Section 06610 Fiberglass-Reinforced Plastic Products I thru 4 Section 06620 Plastic Liner I thru 5 . TABLE OF CONTENTS 12004 - I . Page 2 wp787 . DIVISION, 1 I EQUIPMENT Section;1 1287 . Slide Gates I thru 2 . .". , Sluice Gates 1 thru 2 Section'11288 : I ,,- SHOP DRAWIN9 TRANSMITTAL FORM Bound Herein : - , - I . . ...:.= . - . . ':1 .- .." ) ;.; . =.( . . . . I.t') a <r 0 0 ~~ . ceO l\J. q ~ w- """ -1;>': d -:..Jt- I - ):-u = - ll& co !:::<r U,J (.,)3: I..... 0 <:D - I a' . . . . . . . I . NOTICE OF PUBLIC HEARING ON PLANS. SPECIFICATIONS, FORM OF CONTRACT . AND ESTIMATED COST FOR WILLOW CREEK INTERCEPTOR AND LATERAL SEWERS PROJECT . IN THE CITY OF IOWA CITY, IOWA TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO OTHER INTERESTED PERSONS: . Public notice is hereby given that the City Council of the City of Iowa City, Iowa, will con- I duct a public hearing on plans, specifications, \D fonn of contract and estimated cost for the ,- c.o construction of Willow Creek Interceptor and Cl '""1 ~ Lateral Sewers Project in said City at 7:00 pm ::En G} ;p::i ==- on the 24th day of February, 1998, said meeting - If"' . to be held in the Council Chambers in the Civic n-< - Center in said City. ~(J ~ -<r ". Said plans, specifications, fonn of contract . ..., :x OJ and estimated cost are now on file in the office o~ \D . of the City CIeri< in the Civic Center in Iowa City. ::E=" ., c.n Iowa, and may be inspected by any interested :P N persons. . Any interested persons may appear at said meeting of the City Council for the purpose of making objections to and comments concerning said plans, specifications, contract or the cost of . making said improvement. This notice is given by order of the City Council of the City of Iowa City, Iowa and as provided by law. I MARIAN K. KARR, CITY CLERK . I . . . . . . PH-I . . ADVERTISEMENT FOR BIDS . WILLOW CREEK INTERCEPTOR AND LATERAL SEWERS . Sealed proposals will be received by the Cny Clerk of the City of Iowa City, Iowa, until 10:30 am, local time on the 14th day of April, I 1998, and shall be received in the City Clerk's office no later than said date and time. Sealed proposals will be opened immediately thereafter by the City Engineer. Bids submitted by fax . machine shall not be deemed a "sealed bid" for purposes of this Projed. Proposals will be acted U) upon by the Cny Council at a meeting to be held co in the Council Chambers at 7:00 pm on C> ..., "'f11 . April 21, 1998, or at such later time and place ::Ee; Gl as may then be scheduled. 'P~ = - F e;-< - The Projed will involve the following: - ~ -\e; I -<f"'" ~ WILLOW CREEK -l"'1 OJ -;>::I U) INTERCEPTOR AND LATERAL SEWERS ~~ ., t1\ Work includes approximately 14,800 feet of 'P N . PVC.lined, reinforced concrete interceptor sewer ranging in size from 42" to 84" with reinforced concrete siphon strudures, Iowa . River crossing, jacked highway and railroad crossings, and other related work. Also included are 8" through 33" lateral sewers with augered highway crossings and other . appurtenances. Work shall be in accordance with the Bid- ding Documents, including the Projed Manual, '. and Drawings, prepared by Stanley Consultants, Inc., Muscatine, Iowa, which have heretofore been approved by the City Council and are on I file for public examination in the Office of the City Clerk. Each proposal shall be completed in tripli- cate, on form provided with the Project Manual, I and must be accompanied, in a separate sealed envelope, by Bid security in an amount of not less than 5% of the Bid. Bid Bonds must be executed by corporations authorized to contrad . as Surety in the State 'of Iowa and in a form described in the Contrad Documents. Bid security shall be made payable to the TREA- SURER OF THE CITY OF IOWA CITY, IOWA . and shall be forfeited to the City of Iowa City, Iowa in the event the successful bidder fails or refuses to enter into a contract within ten (10) calendar days and fumish required contrad . security satisfadory to the City insuring the faithful performance of the contrad and mainte- nance of said Project, if required, pursuant to the provisions of this notice and other Contract . Documents. Checks of the lowest two or more bidders may be retained for a period of not to exceed fifteen (15) calendar days until a con- tract is awarded, or until rejedion is made. . I . Other checks or bid Bonds will be retumed after . the canvass and tabulation of bids is completed . and reported to the City Council, The successful bidder will be required to fumish a bond in an amount equal to one hun- dred percent (100%) of the contract price, said . bond to be issued by a responsible surety ap- proved by the City Council, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City I from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the mainte- nance of the improvement for a period of one . =-, (1) year from and after its completion and for- -- mal acceptance by the City. r - r The following limitations shall apply to this 1 -. ' I - Project: . ~ Completion Date: The Work will be suI>- - ") stantially completed within 520 days after the - ,- date when the Contract Times commence to run - ;:0:: and completed and ready for final payment I ':/ : ) within 550 days after the date when Contract i:,: Times commence to run. Additional intermedi- . ate work items and corresponding milestone '" t.n dates needed to accommodate OWNER's I 0 <l: needs are as follows: a 0 ~~ 1. Construction of Interceptor Sewer and ceo connecting sewers within Kiwanis Park ~ ;;or: :.u- completed by August 15, 1998. . "'" _.1>=: d 01- 2. Construction of Interceptor Sewer and - >-(3 connecting sewers within Willow Creek = - l\Lb co t:<l: Park completed by October 15,1998. t: u:?,: 3. Construction of all Work on airport I 0 property completed by March 1, 1999. co - 4, Construction of all Work within Dane en road right-of-way completed between June 15, 1998 and August 15, 1998. . Liquidated Damages: One thousand dollars ($1,000) for each day that expires after the time specified for Final Completion until the Work is I complete and five hundred dollars ($500) for each day thaI expires after the time specified above in items 1., 2" 3., and 4. until the Work is complete. . A base set of Bidding Documents consisting of 1 Project Manual and 1 full-size set of Draw- ings may be obtained from Ms. Rebecca Allen, Stanley Consultants, Inc., Muscatine, Iowa, . , telephone 319-264-6274, upon payment in the I amount of $60.00 nonrefundable. Additional Bidding Documents may be obtained at the same cost and are also nonrefundable. . A pre bid conference will be held at 10:00 am on March 31, 1998 at Council Chamber at the Iowa City Civic Center. Repre- sentatives of OWNER and ENGINEER will be . present to discuss the Project. Prospective Bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. . Bidders shall list on the Bid Form the names of persons, firms, companies or other parties with whom the Bidder intends to subcontract, 2 . . I . This list shall include the type of work and . approximate subcontract amount(s). The contractor awarded the contract shall submit a list with the Agreement of the proposed subcontractors, together with quantities, unit . prices. and extended dollar amounts. If no minority business enterprises (MBE) are utilized, the contractor shall furnish documentation of all reasonable, good faith efforts to recruit MBEs. . Listing of minority contractors is available at the City, and can be obtained from the Civil Rights Specialist at the Iowa City Civic Center by calling 319-356-5022. . By virtue of statutory authority, preference will be given to products and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully . required under Iowa Statutes. The Iowa Recip- rocal Preference Act Section 23.21, Code of oJ:) Iowa (1991), applies to the contract with respect - CD Cl ..., to Bidders who are not Iowa residents. :EC'> G; ~ II The City reserves the right to defer accep- :P':::i = tance of any Bid for a period not to exceed 45 n-< - F - calendar days after the date Bids are to be - -I ("? fiii\ received. -<:r- ~ . The City reserves the right to consider such . l""I OJ -;::0 oJ:) factors as time of completion of the Work, ~::7' ., materials and methods of construction, experi- Ul ence and responsibility of the Bidder, and simi- ,yo N . lar factors in determining which Bid it deems to be in its best interests. The City reserves the right to reject any or I all Bids, to waive informalities or technicalities in any Bid and to accept the Bid which it deems to be in the best interest of the City. Published by order of the City Council of . Iowa City, Iowa. MARIAN K. KARR, CITY CLERK . . . . . I . 3 . . 1347401 DRAWINGS LIST . wp956 Page I Rev I Drawinv No. ' Title Hu. I Cover Sheet, Vicinity Map, and Drawing Index, I . 2 General Legends and Notes 0 - 3 Interceptor Sewer Plan and Profile - Sheet I \D I . 0> 4 Interceptor Sewer Plan and Profile - Sheet 2 .- ..., ~ 0 ~ ~'~ = 5 Interceptor Sewer Plan and Profile - Sheet 3 "P'--4 - IF' . (")-< - 6 Interceptor Sewer Plan and Profile - Sheet 4 :::i (") f{\l :<~ ~ I CiJ . -::0 \D 7 Interceptor Sewer Plan and Profile - Sheet 5 ~~ ..0 "P' ~ 8 Interceptor Sewer Plan and Profile - Sheet 6 0 - . 9 Interceptor Sewer Plan and Profile - Sheet 7 0 . JO ' IDterceptor Sewer Plan and Profile - Sheet 8 I 11 Interceptor Sewer Plan and Profile - Sheet 9 0 . 12 Interceptor Sewer Plan and Profile - Sheet 10 I 13 Interceptor Sewer Plan and Profile - Sheet I I 1 . 14 Interceptor Sewer Plan and Profile - Sheet 12 I 15 Interceptor Sewer Plan and Profile - Sheet 13 0 II 16 Interceptor Sewer Plan and Profile - Sheet 14 0 . 17 Highway I Lateral Sewer Plan and Profile - Sheet I I 18 Highway I Lateral Sewer Plan and Profile - Sheet 2 1 I 19 Willow Creek Court Lateral Sewers - Plan and Profile I 20 Kiwanis Park Lateral Sewers - Plan and Profile I . 21 Miscellaneous Laterals 1 22 South Riverside Drive Lateral Sewers Plan and Profile Sheet I I . 23 South Riverside Drive Lateral Sewers Plan and Profile Sheet 2 I . 24 Structural Notes and Details 0 25 East Siphon Structure - Plans I . 26 East Siphon Structure - Sections 0 27 West Siphon Structure - Plans and Sections I '. DRAWINGS LIST 13474 OJ . Page 2 wp956 28 Siphon Structure Details 0 . 29- , ,Traffic Control Plans - Sheet I I . 30 Traffic Control Plans - Sheet 2 0 31 Bedding Details I . 32 , , Miscellaneous Connection Details I , , I 33~ ,- , ~anhole Details 0 - . , . :. 34 - ,Miscellaneous Details I - " I :- - ~ ." - - . . '.. : r, .-- : J " . ;') . r.', , tn . c::> <( ~ 5 'v.'5= ceO W :::c :..w- I -~ """ -I;": d Wt- - >-u = - ~ co t=<t . w u~ u... C> a::J - en . . . I . . . . I I I . - 13474 01 INSTR1JCTION~O BIDDERS . wp956 . co Page 1 . - ...., I-I DEFINED TERMS ~g g :!! . A. Terms used in these Instructions to Bidders which are defined in the Standar~erif cof~ons of the Construction Contract have the meanings assigned to them in the Geneflll~on~io b -::>:I . B. Certain additional terms used in these Instructions to Bidders have the meani~ :nidiC~ below which are applicable to both the singular and plural thereof. ~ N C. Bidder: One who submits a Bid directly to OWNER as distinct from a sub-bidder, who submits a . bid to a Bidder. Issuing Office: Office from which the Bidding Documents are to be issued and where the bidding D. . procedures are to be administered. E. Successful Bidder: Lowest, responsible and responsive Bidder to whom OWNER (on the basis of OWNER's evaluation as hereinafter provided) makes an award. . 1-2 COPIES OF BIDDING DOCUMENTS . A. Complete sets of the Bidding Documents in the number and for the purchase price stated in the Advertisement for Bids may be obtained from the Issuing Office. The purchase price is nonrefundable. . B. Complete sets of Bidding Documents must be used in preparing Bids; neither OWNER nor ENGINEER's Consultant assume any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. . C. OWNER and ENGINEER's Consultant in making copies of Bidding Documents available on the above terms do so only for the purpose of obtaining Bids for the Work and do not confer a license . or grant for any other use. 1-3 QUALIFICATIONS OF BIDDERS . A. To demonstrate qualifications to perform the Work, each Bidder must be prepared to submit within 5 days after Bid opening, upon OWNER's request, detailed written evidence such as financial data, previous experience, present commitments and other such data as may be requested. Each Bid must . contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of contract. 1-4 EXAMINATION OF CONTRACT DOCUMENTS AND SITE . A. It is the responsibility of each Bidder before submitting a Bid: I. To examine thoroughly the Contract Documents and other related data identified in the . Bidding Documents (including "technical data" referred to below); 2. To visit the site to become familiar with and satisfy Bidder as to the general, local and site conditions that may affect cost, progress, performance or furnishing of the Work; 3. To consider federal, state and local Laws and Regulations that may affect cost, progress, . performance or furnishing of the Work; 4. To study and carefully correlate Bidder's knowledge and observations with the Contract Documents and such other related data; and . 5. To promptly notify ENGINEER's Consultant of all conflicts, errors, ambiguities or discrepancies which Bidder has discovered in or between the Contract Documents and such other related documents. . B. Reference is made to the Supplementary Conditions for identification of those reports of explorations and tests of subsurface conditions at or comiguous to the site which have been utilized by ENGINEER's Consultant in preparation of the Contract Documents. Bidder may rely upon the . INSTRHCTlONS TO BIDDERS 13474 01 . Page 2 ' ,; wp956 , ,,- fo_l . . ' J'" l ,'.:".. :,:general ~ccuracy of the "technical data" contained in such reports but not upon other data, _interpretations, opinions or information contained in such reports or otherwise relating to the wW.. .' _subsurface conditions at the site, nor upon the completeness thereof for the purposes of bidding or .. " :.; construction. -, ; ="'-3 C;; Copi~'of such reports will be made available at ENGINEER's Consultant reproduction cost plus I VI handling charges to any Bidder on request. Those reports are not part of the Contract Documents, LO but the "technical data" contained therein upon which Bidder is entitled to rely as provided in Para- e grap~2 of the General Conditions has been identified and established in Paragraph SC-4.2 of the Q <5 S'!llpl en~ Conditions. Bidder is ~esponsibl~ for an~ i!lterpr~tion or ~nclusion drawn from . ~ ::: any: '4tchmcal data" or any such data, Interpretations, OpInIOns or Information. JL ..:..i.- UJ- = -'>= d D.... ItifOmtation and data shown or indicated in the Contract Documents with respect to existing . = - I;lnderground Facilities at or contiguous to the site is based upon information and data furnished to IIl1, eJ 1O>1VNER and ENGINEER's Consultant by owners of such Underground Facilities or others, and l4.. O~R and ENGINEER's Consultant do not assume responsibility for the accuracy or ~ completeness thereof unless it is expressly provided otherwise in the Supplementary Conditions. . E. Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to subsurface conditions, other physical conditions and Underground Facilities, and . possible changes in the Contract Documents due to differing or unanticipated conditions appear in Paragraphs 4.2 and 4.3 of the General Conditions. F. Before submitting a Bid, each Bidder will be responsible to obtain such additional or supplemen- . tary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise, which may affect cost, progress, performance or furnishing of the Work or which relate to any aspect of . the means, methods, techniques, sequences or procedures of constructiOD to be employed by Bidder and safety precautions and programs incident thereto or which Bidder deems necessary to determine its Bid for performing and furnishing the Work in accordance with the time, price and . other terms and conditions of the Contract Documents. G. On request, OWNER will provide each Bidder access the site to conduct such examinations, investigations, explorations, tests and studies as each Bidder deems necessary for submission of a . Bid. Bidder must fill all holes and clean up and restore the site to its former conditions upon completion of such explorations, investigations, tests and studies. H. Reference is made to Section 01005 for the identification of the general nature of work that is be . performed at the site by others (such as utilities and other prime contractors) that relates to the work for which a Bid is to be submitted. ' On request, OWNER will provide to each Bidder for examination access to or copies of Contract Documents (other than portions thereof related to . price) for such work. I. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder . has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and applying the specific means, methods, techniques, sequences or procedures of construction (if any) that may be shown or indicated or expressly required by the Contract Documents, that Bidder has given . ENGINEER's Consultant written notice of all conflicts, errors, ambiguities and discrepancies that Bidder has discovered in the Contract Documents and the written resolutions thereof by ENGINEER's Consultant is acceptable to Bidder, and that the Contract Documents are generally . sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. J. The provisions of Paragraphs A through H, inclusive, do not apply to Asbestos, Polychlorinated . biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by Paragraph 4.5 of the General Conditions. . . 13474 01 INSTRUCTIONS TO BIDDERS . wp956 Page 3 1-5 A V AILABILITY OF LANDS FOR WORK, ETC. . A. The lands upon which the Work is to be performed, rights-of-way and easements for access thereto and other lands designated for use by CONTRACTOR in performing the Work are ideDtified in the Contract Documents. All additional lands and access thereto required for temporary construction . facilities, construction equipment or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by CONTRACTOR. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by OWNER unless . otherwise provided in the Contract Documents. 1-6 PREBID CONFERENCE . A. A prebid conference will be held at 10:00 a.m. on the 31st day of March, 1998 at Council Chambers of the Iowa City Civic Center. Representatives of OWNER and ENGINEER's Consultant will be present to discuss the Project. Bidders are encouraged to attend and participate . in conference. ENGINEER's Consultant will transmit to all Prospective Bidders of record such Addenda as ENGINEER's Consultant considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. . 1-7 INTERPRETATIONS AND ADDENDA A. All questions about the meaning or intent of the Bidding Documents are to be directed<.t\lt . ENGINEER's Consultant. 0 ~ :En f"I'l 'TU Mr. Charles L. Meyer l>=i CP = n-< - Stanley Consultants, Inc. - II I Stanley Building -4 (") rn -<. ;po 225 Iowa Avenue ::.."" :Jl: Muscatine, Iowa 52761 iE~ .'!? Ql I 'l> c.n B. Interpretations or clarifications considered necessary by ENGINEER's Consultant in r~onse to such questions will be issued by Addenda mailed or delivered to all parties rec(:lrded by , ENGINEER's Consultant as having received the Bidding Documents. . . - C. Questions received less than 10 days prior to the date for opening of Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpreta- II tions or clarifications will be without legal effect. , . . , D. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or ENGINEER's Consultant. .. 1-8 BID SECURITY I A, Each Bid must be accompanied by Bid security made payable to OWNER in an amount of 5% of Bidder's maximum Bid price and in the form of a certified or bank check drawn on a bank in the state of Iowa, or a Bid Bond (on form attached, if a form is prescribed) issued by a surety meeting . the requirements of paragraph 5.1 of the General Conditions. B. The Bid security of Successful Bidder will be retained until such Bidder has executed the Agreement, furnished the required contract security and met the other conditions of the Notice of . A ward, whereupon the Bid security will be returned. C. If the Successful Bidder fails to execute and deliver the Agreement and furnish the required . contract security within IS days after the Notice of A ward, OWNER may annul the Notice of Award and the Bid security of that Bidder will be forfeited. . INSTRUCTIONS TO BIDDERS 1347401 . Page 4 wp956 D, The Bid security of other Bidders whom OWNER believes to have a reasonable chance of . receiving the award may be retained by OWNER until the earlier of the 7th day after the Effective Date of the Agreement or the 46th day after the Bid opening, whereupon Bid security furnished by I such Bidders will be returned. E. Bid security with Bids which are not competitive will be returned within 7 days after the Bid opening. . F. Make Bid Security payable to City of Iowa City. 1-9 CONTRACT TIMES . A. The number of days within which, or the dates by which, the Work is to be substantially . completed and also completed and ready for final payment (the term "Contract Times" is defined in paragraph 1.12 of the General Conditions) are set forth in the Agreement (or incorporated therein by reference to the attached Bid Form). 1-10 LIQUIDATED DAMAGES . A. Provisions for liquidated damages, if any, are set forth in the Agreement. . 1-11 SUBSTITUTE AND "OR-EQUAL" ITEMS . ~ , - . j{; ~ The~ciontract, if awarded, will be on the basis of materials and equipment described in the . ':l Drawings or specified in the Specifications without consideration of possible substitute or "or - ". _ equal~ Items. . . . " -, If~ Whenever it is indicated in the Drawings or specified in the Specifications that a substitute or "or f", eqiJalr item of material or equipment may be furnished or used by CONTRACTOR if acceptable to ;~ ENGIt'lEER, application for such acceptance will not be considered by ENGINEER until after the I -2> EffiiCllve Date of the Agreement. o - 0:::;2 P-,~J ~ nPe:pfocedure for submission of any such application by CONTRACTOR and consideration by .dl _ ENGINEER is set forth in Paragraphs 6.7.1, 6.7.2, and 6.7.3 of the General Conditions and may . = - bes&Qplemented in the General Requirements. co !::<.J.. I-H.., StmC6~CTORS, SUPPLIERS AND OTHERS . co - 0' A. Submit list on Bid Form identifying Subcontractors, Suppliers and other persons and organizations (including those who are to furnish the principal items of material and equipment) proposed for those portions of the Work for which such identification is required. Such list shall be accompa- 1- nied by an experience statement with pertinent information regarding similar projects and other evidence of qualification for each such Subcontractor, Supplier, person or organization if requested by OWNER. . B. If OWNER or ENGINEER who after due investigation has reasonable objection to any proposed Subcontractor, Supplier, other person or organization, may before the Notice of A ward is given request apparent Successful Bidder to submit an acceptable substitute, without an increase in Bid . price. C. If apparent Successful Bidder declines to make any such substitution, OWNER may award the . contract to the next lowest Bidder that proposes to use acceptable Subcontractors, Suppliers and other persons and organizations. The decl ining to make requested substitutions will not constitute grounds for sacrificing the Bid security of any Bidder. D. Any Subcontractor, Supplier, other person or organization listed and to whom OWNER or . ENGINEER does not make written objection prior to the giving of the Notice of A ward will be . . 13474 01 INSTRUCTIONS TO BIDDERS II wp956 Page 5 deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the Effective Date of the Agreement as provided in Paragraph 6.8.2 of the General Conditions. . E. No CONTRACTOR shall be required to employ any subcontractor, Supplier, other person or organization whom CONTRACTOR has reasonable objection. . 1-13 BID FORM A. The Bid Form is included with the Bidding Documents; additional copies may be obtained from . ENGINEER's Consultant (or the Issuing Office). B. All blanks on the Bid Form, must be completed by printing in black ink or by type-writer. Exhibit . A to Bid Form may be completed on a Bidder-prepared, computer-generated form siIl)ilar in format to Exhibit A, bound in Project Manual. C. Bids by corporations must be executed in the corporate name by the president or a vice-president I (or other corporate officer accompanied by evidence of authority to sign) and the corporate seal must be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation must be shown below the signature. . . D. Bids by partnerships must be executed in the partnership name and signed by a partner, whose title must appear under the signature and the official address of the partnership must be shown below . the signature. E. All Dames must be typed or printed in black ink below the signature. . F. The Bid shall contain an acknowledgment of receipt of all Addenda (the numbers of which must be filled in on the Bid Form). . G. The address and telephone number for communications regarding the Bid must be shown. <.0 CD H. Evidence of authority to conduct business as an out-of-state corporation in the9il~ wae ~ I Work is to be performed shall be provided in accordance with Paragraph C. a~ e contractor license number, if any, must also be shown.~-< = F -10 fii'il 1-14 UNIT ADJUSTMENT PRICES :<r s: f'T1 OJ . -::>0 A. Submit unit adjustment prices for items listed in Bid Form to adjust "Cast-In-&;e:;co:grete Structures" lump sum items for changes from quantities required by Contract Gacume~, . B. OWNER may accept or reject proposed unit adjustment prices without invalidating remainder of Bid or any Agreement based thereon, I I-IS UNIT PRICE BIDS A. Each BIDDER shall submit unit prices for Work together with any prices for alternate construction . or materials, or other prices or data required by Bid Form or Contract Documents. B. Compute Bid using quantities shown in Bid Form; quantities are approximate only, and are solely for the purpose of facilitating the comparison of Bids. . I. OWNER reserves right to change quantities to be furnished. Unit prices bid control, regardless of actual quantities required. 2. CONTRACTOR's compensation will be computed on basis of final quantities incorporated in . completed Work. 3. In event of discrepancies between unit prices and unit price extensions listed in Bid, unit prices shall govern. I INSTRUCTIONS TO BIDDERS 13474 01 . Page 6 wp956 4. Each Bid shall cover complete Work including costs incidental thereto. Bid shall include all . costs of permits, fees, and similar expenses. 1-16 SUBMISSION OF BIDS . A. Prepare Bids in triplicate on Bid Form attached. Exhibit A to Bid Form may be completed on a Bidder-prepared, computer-generated form similar in format 10 Exhibit A, bound in Project . Manual. B. Sealed opaque eDvelopes containing OWNER's and ENGINEER's Consultant's copies shall be .- marked with BIDDER's name and return address, and addressed as follows: tn o <r TO: MARIAN K. KARR, CITY CLERK ~ <5 ~5 CIVIC CENTER . B,n :l!: lU- 410 EAST WASHINGTON STREET ~ -=r -l;>': d _ w!= IOWA CITY, IOWA, 52240-1826 ~ ;; ?:~ BID FOR: WILLOW CREEK INTERCEPTOR AND LATERAL SEWERS . r....J ,,"'" l.!- ........;:. C;o Rell@duplicate copy for BIDDER. D~ If the Bid is sent through the mail or other delivery system the sealed envelope shall be enclosed in . a separate envelope with the notation "BID ENCLOSED" on the face of it. 1-17 MODIFICATION AND WITHDRAWAL OF BIDS . A. Bids may be modified or withdrawn by an appropriate document duly executed (in the manner that . a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. B.'" ~ If" wit!tin 24 hours after Bids are opened, any Bidder files a duly signed, written notice with . r - OWNER and promptly thereafter demonstrates to the reasonable satisfaction of OWNER that there : '.; was a material and substantial mistake in the preparation of its Bid, that Bidder may withdraw its - Bid'aJid the Bid security will be returned. Thereafter, that Bidder will be disqualified from further I - bidd.ing on the Work to be provided under the Contract Documents. - I"' ~ ~ ",-';" 1-18' qP.fNI~G;OF BIDS Ii:: Bids J.,iIl be opened and (unless obviously nonresponsive) read aloud publicly at the place where . Bids are to be submitted. An abstract of the amounts of the base Bids major alternates (if any) will be made available to Bidders after the opening of Bids. . 1-19 BIDS TO REMAIN SUBJECT TO ACCEPTANCE A. Bids will remain subject to acceptance for 45 days after the day of the Bid opening, but OWNER I may, in its sole discretion, release any Bid and return the Bid security prior to that date. 1-20 AWARD OF CONTRACT . A. OWNER reserves the right to reject any or all Bids, including without limitation the rights to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids and to reject the . Bid of any Bidder if OWNER believes that it would not be in the best interest of the project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by OWNER. . I I 1347401 INSTRlJCTIONS TO BIDDERS I wp956 Page 7 B. Also, OWNER reserves the right to waive all informalities not involving price, time or changes in the Work and to negotiate contract terms with the Successful Bidder. Discrepancies between the . multiplication of units of Work and unit prices will be resolved in favor of the unit prices. C. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will . be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words. D. In evaluating Bids, OWNER will consider the qualifications of Bidders, whether or not the Bids . comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of A ward. I' E. OWNER may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations must be submitted as provided in I the Supplementary Conditions. F. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work . when such data is required to be submitted prior to the Notice of Award. G. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation . of any Bid and to establish the responsibility, qualifications and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. . H. If the contract is to be awarded, it will be awarded to lowest Bidder whose evaluation by OWNER indicates to OWNER that the award will be in the best interests of the Project. \D . _ CD I. If the contract is to be awarded, OWNER will give Successful Bidder a Notice>of Award ~in 45 days after the day of the Bid opening. ~~ Gl ~ = . 1-21 CONTRACT SECURITY ~-< - IF' ~o m -<r :>>> A. Paragraph 5.1 of the General Conditions and the Supplementary Conditions s~ OWNllBi's . requirements as to performance and payment Bonds. When the Successful Bi eIWers the executed Agreement to OWNER, it must be accompanied by the required perQlnnancg}nd payment bonds. . 1-22 SIGNING OF AGREEMENT A. When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the . required number of unsigned counterparts of the Agreement. B. Within IS days thereafter CONTRACTOR shall sign and deliver the required number of . counterparts of the Agreement to OWNER with the required Bonds. C. Within 10 days thereafter OWNER shall deliver one fully signed counterpart to CONTRACTOR. . 1-23 RETAINAGE A. Provisions concerning retainage and CONTRACTOR's rights to deposit securities in lieu of . retainage are set forth in the Agreement. END OF INSTRUCTIONS TO BIDDERS . . 1347401 BID FORM I wp956 Page 1 PROJECT IDENTIFICATION: . This Bid pertains to Willow Creek Interceptor and Lateral Sewers for the Willow Creek Interceptor Sewer Project, for the City ofIowa City, Iowa, OWNER. . THIS BID IS SUBMITTED TO: MARION K. KARR, CITY CLERK CIVIC CENTER 410 E. WASHINGTON STREET . IOWA CITY, IOWA 52240-1826 I. The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an agreement with OWNER in the form included in the Contract Documents to perform and furnish all Work as specified . or indicated in the Contract Documents for the Bid Price and within the Bid Times indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. I 2. Bidder accepts all of the terms and conditions of the Advertisement for Bids and Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for 45 days after the day of Bid opening. Bidder will sign and deliver the required number of counterparts of the Agreement with the Bonds and other documents required by the . Bidding Requirements within 15 days after the date of OWNER's Notice of Award. a. In submitting this Bid, Bidder represents, as more fully set forth in the Agreement, that: . (I) Bidder has examined and carefully studied the Bidding Documents llIld the ~Iowing Addenda receipt of all which is hereby acknowledged: ~C") ~ "ii'i1 . :P' =i (tl = Date Number ~-< :: Ii"' -10 fifU Date Number -<: .. ::;: (J1 ~ N . b. Bidder has visited the site and become familiar with and is satisfied as to the general, local and site conditions that may affect cost, progress, performance and furnishing of the Work; c. Bidder is familiar with and is satisfied as to all federal, state and local Laws and Regulations I that may affect cost, progress, performance and furnishing of the Work; d. Bidder has carefully studied all reports of explorations and tests of subsurface conditions at or . contiguous to the site and which have been identified in the Supplementary Conditions as provided in paragraph 4.2. I of the General Conditions. Bidder accepts the determination set forth in paragraph SC4.2 of the Supplementary Conditions of the extent of the "technical data" contained in such reports and drawings upon which Bidder is entitled to rely as provided in . paragraph 4.2 of the General Conditions. Bidder acknowledges that such reports are not Con- tract Documents and may not be complete for Bidder's purposes. Bidder acknowledges that OWNER and ENGINEER's Consultant do not assume responsibility for the accuracy or com- . pleteness of information and data shown or indicated in the Bidding Documents with respect to Underground Facilities at or contiguous to the site. Bidder has obtained and carefully studied (or assumes responsibility for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions . (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost progress, performance or furnishing of the Work or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be . employed by Bidder and safety precautions and programs incident thereto. Bidder does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the determination of this Bid for performance and furnishing of the Work in . accordance with the times, price and other terms and conditions of the Contract Documents. I 1147401 BID FORM II wp956 Page 2 e. Bidder is aware of the general nature of Work to be performed by Owner and others at the site that relates to Work for which this Bid is submitted as indicated in the Contract Documents. I f. Bidder has correlated the information known to Bidder, information and observations obtained from visits to the site, reports and drawings identified in the Contract Documents and all . additional examinations, investigations, explorations, tests, studies and data with the Contract Documents. . g. Bidder has given ENGINEER's Consultant written notice of all conflicts, errors, ambiguities or discrepancies that Bidder has discovered in the Contract Documents and the written resolution thereof by ENGINEER's Consultant is acceptable to Bidder, and the Contract Docu- ments are generally sufficient to indicate and convey understanding of all terms and conditions . for performing and furnishing the Work for which this Bid is submitted. h. This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, . firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organizatioD or corporation; Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; Bidder has not solicited or induced any person, firm or corporation to refrain from bidding; and Bidder has not sought by I collusion to obtain for itself any advantage over any other Bidder or over OWNER. 3. Bidder will complete the Work in accordance with the Contract Documents for the following price(s): . a. Unit Price Bid: Unit Prices as shown on Exhibit A have been computed in accordance with paragraph 11.9.2 of the General Conditions. Bidder acknowledges that quantities are not guar- anteed and final payment will be based on actual quantities determined as provided in the . Contract Documents. b. Unit Adjustment Prices: Required Base Bid quantities of the items listed below for "Cast-in- . Place Concrete Structures" are defined on Drawings. If increases or decreases in these quanti- ties occur, the Contract Price is to be adjusted by Change Order on the basis of the following. Adjustment prices are subject to acceptance by OWNER, and rejection of one or more adjust- ment prices will not invalidate acceptance of this Bid. . . 1 Structural Eartb Excavation CY $ 0 ...., ::;;n,r"'\ Granular Fill $ -I = 2 CY n-< - - . $ -I C") rn 3 Reinforcing Bar Lb. :<r ".. -;xl '!? 4 Wire Fabric Lb. $ 0;:>:; . 5 Concrete CY $ N 4. Bidder agrees that the Work will be substantially completed and completed and ready for final payment . in accordance with paragraph 14.13 of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement. I 5. EXCEPTIONS AND CLARIFICATIONS: Attach a separate sealed envelope labeled "Exceptions and Clarifications" to outside of sealed Bid, containing listing on Bidder's letterhead of all exceptions and clarifications to Contract Documents, referencing page number and paragraph of Contract Documents . involved. If there are no exceptions or clarifications, include statement to such effect in Bid envelope. Excessive exceptions or clarifications may render Bid unresponsive. Bidder agrees to all provisions contained in Contract Documents unless specifically listed as an exception or clarification. If Bidder . I 1147401 BID FORM II wp956 Page 3 submits drawings, printed forms, standard statements, or other revisions which conflict with Contract . DocumeDts, the Contract Documents will prevail. 6. The names of those persons, firms, companies, or other parties with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the !I subcontract are as follows: . . . 7. The following documents are attached to and made a condition of this Bid: a. Statement of no Exceptions and Clarifications, if appropriate. . b. Required evidence of Bidder's qualification or ability to obtain qualification to do work in the state of Iowa. . 8. The following documents are enclosed in separate sealed envelopes, attached to the envelope containing the Bid, and made a condition of this Bid. . a. Required Bid Security. Label envelope "Bid Security." b. Exceptions and Clarifications to Contract Documents, if appropriate. Label envelope "Excep- . tions and Clarifications." 9. Communications concerning this Bid shall be addressed to the address of Bidder indicated on signature . page. 10. The terms used in this Bid which are defined in the General Conditions or the Instructions to Bidders have the meanings assigned to them in the General Conditions or the Instructions to Biddecg I _ co 0 ..., SUBMITTED ON ,19_ ::En I""l =u'\l >=i cc =" no-( - u= If Bidder is: - . ~("") fifi) -<r = An Individual . I'TI :x 0:::0 .g !Ql I By (SEAL)~:;>::: en (Individual's Name) N doing business as . Business address: I Phone No.: . . . 13474 01 RID FORM . wp956 Page 4 A Partnership . By (SEAL) (Firm Name) By . (general partner) Business address: I Phone No.: . A COI:poration By (SEAL) I (Corporation Name) (state of incorporation) By (SEAL) . (name of person authorized to sign) (title) . (Corporate Seal) "" Attest ex> . (Secretary) 0 -T'\ "'ft :;:C"> ~ Business address: :P-~ ==' C">-< - IF" - . ~{j m .-<. r- ~ . ('TI 0 Phone No.: -;xl '!? ~:;o:; . U'l Date of Qualification to do business is ):0- N A Joint Venture I By (SEAL) (Name) I (Address) By (SEAL) (Name) . (Address) . Phone Number and Address for receipt of official communications . (Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is . a party to the joint venture should be in the manner indicated above). . I 1347401 EXHIBIT A - UNIT PRICES . wp956 Page I 11111 IlIlillllI111tllllllllllllll~'11111111111111!!lllilllll!JII!' Illtlll 111'_111 11111'111111 1IIII"llil I A Mobilization* LS - $ $ . B Lateral Sanit.rv Sewers (includes 24" Storm Sewer): Diameter inches Depth To Invert feet I 4 (service) 0-8 LF 125 $ $ 8-12 LF 95 $ $ . 8 0-8 LF 559 $ $ 8-12 LF 1152 $ $ I 12-16 LF 1229 $ $ 16-20 LF 412 $ $ .~ CJ} I 20-24 LF 477 $ 0 $ ..., --=" :i:: ~ (0 " 10 8-12 LF 734 $ j; -$~ - =-."., ~ - ~ . 12-16 LF 10 $ - i~ . :z: 16-20 LF 15 $ ., ~ .~ 01 '~ ::...... ., . 12 8-12 LF 75 $ ~$ ~ 12-16 LF 20 $ $ . 20-24 LF 142 $ $ 18 0-8 LF 321 $ $ . 8-12 LF 815 $ $ 12-16 LF 444 $ $ I 16-20 LF 95 $ $ 20-24 LF 75 $ $ I 24 (Storm) 0-8 LF 1010 $ $ 30 12-16 LF 30 $ $ I I 33 8-12 LF 54 $ $ il c InterceDtor sevvers: I . Diameter inches DeDth To Invert feet 42 0-16 LF 2,189 $ $ I 54 0-16 LF 1,254 $ $ 16-20 LF 3,925 $ $ I 20-24 LF I 737 $ $ 24-28 LF 906 $ $ . *Not to exceed 2.5% of total of extended prices I EXHIBIT A - UNIT PRICES 1347401 . Page 2 wp956 1111111 iHMMMt I~~l'i! !il!I!llil~t!1 \;;;1%*111;. . :tllilit~: :i:Prl&l;( 66 16-20 LF 74 $ $ . 20-24 LF 163 $ $ 24-28 LF 1293 $ $ I 78 0-16 LF 400 $ $ 16-20 LF 953 $ $ . 20-24 LF 409 $ $ 24-28 LF 1.438 $ $ . 84 28-32 LF 164 $ $ D SiDhon PiDe: \J) 12" LF 374 $ 0 Ls M "'if'i1 I ..., 36" LF 374 $ ';po a:: ;r;: - $ :j h f\f\l . 72" LF 374 1'-$ ".. . fTl ~g E Lateral Sanitary Sewer Manholes (includes 24" Storm Sewer Manholes : -;7:) 0_ Standard 4' dia. Ea. 20 $ ~ $ U1 . w Extra Denth 4' dia. LF 144 $ $ . Dron Connection Ea. 4 $ $ F 42" Intercentor Sewer Manholes: . Standard 6' dia. Ea. 4 $ $ Extra DeDth LF 24 $ $ I DroD Connection Ea. I $ $ G 54" and Larger Interceotor Sewer Manholes: . Standard Ea. 39 $ $ Extra Denth LF 225 $ $ . Dron Connection Ea. 2 $ $ H Road and Railroad Crossings (Augered or Jacked : . 78" at Hi"hwav 921 and Crandic Railroad LF 190 $ $ 54" at Highwav I LF 285 $ $ I 54" at Cametland LF 300 $ $ 42" at Benton St. LF 100 $ $ . 18" at Highwav I LF 120 $ $ 8" at Highwav 1 LF 130 $ $ . *Not to exceed 2.5 % of total of extended prices I 13474 01 EXHIBIT A - UNIT PRICES wp956 Page 3 II Iltl~IIIIIIII:.tll.:.II'III:!I:f.i' ~LF 100 $ $ I Connections to Existinl! System: . Existinl! MH SW 4IA north of Benton Street LS - $ $ I Existinl! MH 41A-1 north of Benton Street LS - $ $ Existinl! MH SW41 north of Benton Street LS - $ $ . Existinl! MH SW40 on Benton Street LS - $ $ New MH 49- I in Willow Creek Park LS - $ $ Existinl! MH SW37 in Willow Creek Park LS - $ $ I New MH 46-1 on private property on Burry --- Drive LS $ $ \,0 I Existinl! MH SW35 near Teg Drive LS --- $ ~ $ ~ "'iFi\ Existin" MH SW34 near Teg Drive LS --- $ ~. 9; '.::. rF- I New MH 43-1 in Kiwanis Park LS --- $ ~~:: fii'il New MH 41-1 near Tel! Drive LS --- $ Cia;.g g . Existinl! MH SW 29 on Willow Creek Drive LS --- $ ~ $ ~ New MH 28-IA near Willow Creek Drive LS --- $ $ . New MH 28-1B near Willow Creek Drive LS --- $ $ New MH 29-3 on Willow Creek Drive LS --- $ $ . New MH 26-1 on Private Service LS no $ $ Existinl! MH SW26B on Willow Creek Court LS --- $ $ I Existinl! MH SW24 on Highway I LS --- $ $ , New MH 24-4 near Menard's Parking Lot LS --- $ $ . Existin" MH SW21 on Hil!hwav I LS --- $ $ Existing_'Yet 'Y,ell of Thomas & Betts Pump --- Station IMH3-31 LS $ $ . New MH7-1 near Universitv of Iowa Printinl! LS no $ $ Existing MH 5 at South Riverside Drive Lift --- . Station LS $ $ J Sewer Service Connection Ea. 7 $ $ I K Pavement ReDlacement: PCC Streets SY 1,300 $ , $ . PCC Drives SY 425 $ $ . *Not to exceed 2.5 % of total of extended prices . EXHIBIT A - UNIT PRICES 13474 OJ I Page 4 wp956 11l1,iI liIL_I!i I ACC e~~eets, Drives, and Parking Lots with 1,990 A!!!!re ate Base SY $ $ . Crushed Stone Streets, Drives, and Parking SY 8,900 $ $ Lots . Seal Coa~) (per coat of bitumen and cover SY 11,720 $ $ al!l!Te!!ate L Sidewalk Renlacement SF 80 $ $ . M Granular Fill Under Pipe CY I ()()() $ $ N Sheetin" Left in Place SF 500 $ $ I 0 Clearin" Grubbinl! and Tree Removal: Line Sel!ment . 42" dia. 168+00 to 172+00 LS --- $ ;::; $~ :::;:c ~ uu 42" dia. 175+00 to 177+00 LS --- $ ;po: $0:1 = . C'> ~- ~ 42" dia. 179+00 to 186+00 LS --- $ ::i r. :<! ;:i;~ .' 54" dia. 120+00 to 126+00 LS --- $ - 0 ~ I" ., I 54" dia. 150+00 to 152+00 LS m $ $ c.n ... 54" dia. 154+00 to 158+00 LS --- $ $ . 78" dia. 3+00 to 6+00 LS --- $ $ 78" dia. 14+00 to 28+00 LS $ $ m . P Select Backfill CY 6400 $ $ 0 Sod SY 3010 $ $ . R Seedinl' SY 202 000 $ $ S Cast-In-Place Concrete Structures: . East Siohon Structure LS --- $ $ West SiDhon Structure LS --- $ $ . T RiDraD: Iowa River Crossin!! SY I 830 $ $ . Willow Creek Crossin!! SY I 130 $ $ Gabions U SY 1950 $ $ . V Plants : Groun A $ Ea. 20 $ . GroUD B Ea. 20 $ $ Groun C $ Ea. 10 $ . *Not to exceed 2.5% of total of extended prices -- . 1347401 EXHIRIT A - UNIT PRICES . wp956 Page 5 . 111;1 Grou D . W Demolition: Thomas-Betts Lift Station LS - $ $ . To Ota Lift Station LS - $ $ Buildin at Sta. 16+00 LS - $ $ . X Storm Water Pollution Prevention LS - $ $ y Erosion Control LS -- $ $ . Z Traffic Control LS -- $ $ AA Di~osal of Former Landfill Debris, Stations I I to TL 150 $ $ . BB Rehabilitate Existin Manhole Ea. I $ $ CC Concrete Ca LF 125 $ $ . DD 10" Overflow and 4" Force Main Connections --- to South Riverside Drive Lift Station LS $ $ . EE Near Station 157 +00 LS m $ $ !I Near Station 170+00 LS --- $ $ --- . TOTAL EXTENDED PRICES $ . \D - co 0 ...., "'\fa I :En g :P'::i <="" n-< - F - - -1("'; ~ I -<r"' ~ . l""I OJ -:;>0 \D ~~ ., tI' :P' (,,0) . I I . *Not to exceed 2.5% of total of extended prices . I BID BOND . ' as Principal, and , as Surety dedare that we are held and are firmly bound I unto ' hereinafter called 'OWNER; in the sum of Dollars ($ ) to pay said sum as herein provided. We as Principal and Surety further promise and declare that these I obligations shall bind our heirs, executors, administrators, and successors jointly and severally. This obligation is conditioned on the Principal submission of the accompanying lJid, da@ _ for -;:; ...., "":1 . Project. ,:;: S? O:i ='" :P .-\ _ IF'" (")-< - u NOW, THEREFORE; ::io '(in . ~~ (a) If said Bid shall be rejected. or in the alternate, S~ .e 0 ,:;: cJ' . (b) If said Bid shall be accepted and the Principal shall execute and delivfr acoMkct in the form specified, and the Principal shall then fumish a bond for the Principal's faithful performance of said Project, and for the payment of all persons performing . labor or fumishing materials in connection therewith. and shall in all other respects perform the Project, as agreed to by the City's acceptance of said Bid, . then this obligation shall be void. Otherwise this' obligation'shall remain in full force and effect, , provided that the liability of the Surety for any and all daims hereunder shall, in no event, exceed the amount of the obligation stated herein. . By virtue of statutory authority, the full amount of this bid bond shall be forfeited to the Owner in the event that the Principal fails to execute the contract and provide the bond, as . provided in the Project specifications or as required by law. The Surety, for value received, hereby stipulates and agrees that the obligations of said . Surety and its bond shall in no way be impaired or affected by any extension of the time within which the Owner may accept such Bid or may execute such contract documents. and said Surety does hereby waive notice of any such time extension. . The Principal and the Surety hereto execute this bid bond this day of . A.D., 199_. . ~ I Witness Principal By (Title) I ~ , , Surety . ~ Witness (Attorney-in-fact) Attach Power-of-Attorney ,I I . 88-1 I ,___". ____ . 13474.01 AGREEMENT BETWEEN OWNER AND CONTRACTOR wp956 Page I . TIllS AGREEMENT is dated as of the day of in the year 19_, by and between . (hereinafter called OWNER) and (hereinafter called CONTRAC- . TOR). OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: . Article 1. WORK. CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Work is generally I described as Willow Creek Interceptor and Lateral Sewers. The Project for which Work under the Contract Documents may be the whole or only a part is generally described as Willow Creek Interceptor Sewer. I Article 2. ENGINEER. The ENGINEER for this Project is the City of Iowa City's Director of Public Works or his authorized representative . hereinafter called ENGINEER and who is to act as OWNER's representative, assume all duties and resl'onsibilities, and have the rights and authority assigned to ENGINEER in the Contract Documents in connec~n wit~mpletion of the Work in accordance with the Contract Documents. The Project has been designed by StaGlebCollS1lltallls.}nc. . who is hereinafter called ENGINEER's Consultant. ~::j g ~ Article 3. CONTRACT TIMES. C')~ - F -i,; ""^' -<, ,... {liu . 3.1 The Work will be substantially completed within 520 days after the date when the !:&lill'act:lF.m"f6jl commence to run as provided in paragraph 2.3 of General ConditioDs, and completed and ~ fmginal paymeDt in accordance with paragraph 14.13 of the General Conditions within 550 days a~the di!l<l when Contract Times commence to run. c:.;> . 3.2 In addition to Substantial CompletioD and Final Completion requirements, additional intermediate work items and corresponding milestone dates needed to accommodate OWNER's needs are as follows: . 3.2.1 Construction ofInterceptor Sewer and connecting sewers within Kiwanis Park from Sta. 151 +00 I to Sta. 171 +00 completed by August 15, 1998. . . 3.2.2 Construction of Interceptor Sewer and connecting sewers within Willow Creek Park from Sta. , 171 +00 to Sta. 188+54 completed by October 15, 1998. I 3.2.3 Construction of all Work on airport'property completed by March I, 1999. I 3.2.4 Construction of all Work within Dane Road right-of-way completed between June 15, 1998 and I August 15, 1998. . 3.3 Additional construction schedule requirements imposed by Corps of Engineers permit which must be complied with are as follows: . 3.3.1 All Work within the Iowa River channel on the sewer crossing must be completed during the months of July - September or December - February. . 3.3.2 Due to Bald Eagle wintering conditions, no Work will be allowed within 1/4 mile of the Iowa River <east of Sta. 35+74) between sunrise and 10:00 a.m, from October IS'" to March IS"'. 3.4 Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this . Agreement and that OWNER will suffer financial loss if Work is not completed within the times specified in paragraphs 3.1 and 3.2 above, plus any extensions thereof allowed in accordance with Article 12 of the General conditions. They also recognize the delays, expense, and difficulties involved in proving the actual loss suffered by the OWNER if the Work is not completed on time. Accordingly, instead of requiring any such . '. 13474 OJ AGREEMENT BETWEEN OWNER AND CONTRACTOR !I wp956 Page 2 proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) CON- TRACTOR shall pay OWNER One Thousand Dollars ($1,000.00) for each day that expires after the time '. specified in paragraph 3.1 for completion and readiness for final payment and Five Hundred dollars ($500) for each day that expires after the times specified in paragraph 3.2 for each Milestone Date until the Work is complete. . Article 4. CONTRACT PRICE. II OWNER shall pay CONTRACTOR for completion of the Work in accordance with the Contract Documents an amount in current funds equal to the sum of the amounts determined pursuant to paragraph 4.1 below: 4.1 Unit Price Work: For all Unit Price Work, and amount equal to the sum of the established unit price . for each separately identified item of Unit Price Work times the estimated quantity of that item as indicated on attached Exhibit A. As provided in paragraph 11.9 of the General Conditions estimated quantities are not guaranteed, and determinations of actual quantities and classification are to be made by ENGINEER as I. provided in paragraph 9. JO of the General Conditions. Unit prices have been computed as provided in paragraph 11.9.2 of the General Conditions. 4.2 Unit Adjustment Prices: to adjust "Cast-In-Place Concrete Structures" lump sum items for changes from quantities required by Contract Documents. I I I Structural Earth Excavation CY = Granular Fill $ - R 2 CY ~............, , . I 3 Reinforcing Bar Lb. $ . r"I ::It 0 -:;0 :E..... .. 4 CODcrete CY $ )::- eft . Article 5. PAYMENT PROCEDURES. CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. . Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1 Progress Payments; Retainage. OWNER shall make progress payments on account of the Contract . Price on the basis of CONTRACTOR's Applications for Payment as recommended by ENGINEER. Once a month, except as hereinafter provided, the CONTRACTOR will make an estimate in writing of the total amount and value of the work done to the first of the month by the CONTRACTOR during construction as provided in paragraphs below. All such payments will be measured by the schedule of values established in paragraph 2.9 I of the General Conditions (and in the case of Unit Price Work based on the number of units completed) or, in the event there is no schedule of values, as provided in the General Requirements. The OWNER shall deduct from the estimated value of work dODe 5 % of such amount as retainage. I 5.1.1 The OWNER shall pay monthly to the CONTRACTOR the balance not deducted and/or retained as aforesaid; provided, however, that in the event that outstanding or potential claims or liens against the project, as revealed by Statement of Account Status and claim filings with the City Clerk, exceed . the 5 % retainage amount being held by OWNER pursuant to Chapter 573 of the Iowa Code, then in that event the OWNER may in its discretion withhold from progress payments such further sums as may in its judgment be sufficient to cover such outstanding, or potential claims and liens, and/or may order suspension of work on the project by CONTRACTOR; and provided further, that payment may . be withheld at any time if, in the judgment of the ENGINEER, the work is not proceeding in accordance with the Contract. No progress estimate or payment need be made when, in the judgment of the ENGINEER, the total value of the work done since the last estimate amounts to less than $25,000. . 5.1.2 Nothing in the Agreement shall create any obligation on the part of OWNER to pay to or see to the payment of any sums to any Subcontractor of CONTRACTOR or to anyone furnishing labor, I material, or equipment to the CONTRACTOR, to any Subcontractor, or to the project. . 13474 01 AGREEMENT BETWEEN OWNER AND CONTRACTOR I wp956 Page 3 5.1.3 Estimates of lump sum items shall be based on a schedule dividing each such item into its appropriate component parts, together with a quantity and a unit price for each part so that the sum of I the products of prices and quantities will equal the Contract Price for the item. This schedule shall be submitted by the CONTRACTOR for and must have the approval of the ENGINEER before the first estimate becomes due. I 5. 1.4 If the ENGINEER determines that the progress of the work will be benefitted by the delivery to the site of certain materials and equipment, when available, in advance of actual requirement therefor and if such materials and equipment are delivered and properly stored and protected, the cost to the I CONTRACTOR or Subcontractor as established by invoices or other suitable vouchers satisfactory to the ENGINEER, less the retaiDed percentages as above provided, may be included in the progress estimates; provided always that there be duly executed and delivered by the CONTRACTOR to the I ENGINEER at the same time a Bill of Sale in form satisfactory to the OWNER, transferring and assigning to the OWNER full ownership and title to such material or equipment. 5.2 Final Payment. Upon final completion and acceptance of the Work in accordance with paragraph I 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.13. Article 6. CONTRACTOR'S REPRESENTATIONS. . In order to induce OWNER to enter into this Agreement CONTRACTOR makes the following representations: 6.1 CONTRACTOR has familiarized itself with the nature and extent of the Contract Documents, I (including the Addenda listed in paragraph 7) and the other related data identified in the Bidding Documents iDcluding "technical data. " . 6.2 CONTRACTOR has visited the site and become familiar with and is satisfied as to the general, local and site conditions that may affect cost, progress, performance or furnishing of the Work. 6.3 CONTRACTOR is familiar with and is satisfied as to all federal, state and local Laws and Regulations . that may affect cost, progress, performance and furnishing of the Work. 6.4 CONTRACTOR has carefully studied all reports of explorations and tests of subsurface conditions at or . contiguous to the site which have been identified in the Supplementary Conditions as provided in paragraph 4.2.1 of the General Conditions. CONTRACTOR accepts the determination set forth in paragraph SC4.2 of the Supplementary Conditions of the extent of the "technical data" contained in such reports upon which CONTRACTOR is entitled to rely as provided in paragraph 4.2 of the General Conditions. CONTRACTOR . acknowledges that such reports are not Contract Documents and may not be complete for CONTRACTOR's purposes. CONTRACTOR acknowledges that OWNER and ENGINEER's Consultant do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Contract Documents with respect to Underground Facilities at or contiguous to the site. CONTRACTOR has obtained I and carefully studied (or assumes responsibility for having done so) all such additional supplementary examina- tions, investigations, explorations, tests, studies and data concerning conditions at or contiguous to the site or otherwise which may affect cost, progress, performance or furnishing of the Work or which relate to any aspect . of the means, methods, techniques, sequences and procedures of construction to be employed by CONTRAC, TOR and safety precautions and programs incident thereto. CONTRACTOR does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the performance and furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other I terms and conditions of the Contract Documents. 6.5 CONTRACTOR is aware of the general nature of work to be performed by OWNER and others at the site that relates to the Work as indicated in the Contract Documents. '& I - ..., ~ 6.6 CONTRACTOR has correlated the information known to CONTRACTOR, info~i!i!! ar\;B """"" observations obtained from visits to the site, reports and drawings identified in the ContraCPDoCumeBts ~II . additional examinations, investigations, explorations, tests, studies and data with the Contr~1150Clllli'entsf.l1 .-I '-' .,<"- ~ C' . f"'I -;0 .D 0;;<; ., . ::;: c.Jl ')7 ~ I 13474.01 AGREEMENT BETWEEN OWNER AND CONTRACTOR I wp956 Page 4 6.7 CONTRACTOR has given ENGINEER's Consultant written notice of all conflicts, errors, ambiguities or discrepancies that CONTRACTOR has discovered in the Contract Documents and the written resolution . thereof by ENGINEER's Consultant is acceptable to CONTRACTOR, and the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. I Article 7. CONTRACT DOCUMENTS. The Contract Documents which comprise the entire agreement between OWNER and CONTRACTOR concerning the I Work consist of the following: 7.1 This Agreement (pages I to _, inclusive). I 7.2 Exhibit A to this Agreement (pages _ to _, inclusive). 7.3 Performance, Payment, and other Bonds, identified as exhibits and consisting of pages . oJ:> I co Cl ..., ""ft 7.4 Notice to Proceed. :;:C') g :P';::j ="'" C')-< - F I 7.5 General Conditions (pages 1 to 42, inclusive). - - -l C') f?8 7.6 Supplementary Conditions (pages lto _, inclusive). -<r "'" . ['T'l :It 0) 0::0 '!? I 7.7 Restriction on Non-Resident Bidding of Non-Federal-Aid Projects. :;:;:t: Con 'P (;0) 7.8 Contract Compliance Program (Anti-Discrimination Requirements); I 7.9 Specifications bearing the title Willow Creek Interceptor and Lateral Sewers and consisting of divisions aDd pages as listed in Project Manual table of contents. . 7.10 Drawings consisting of a cover sheet and sheets as listed in Drawing List. 7.11 Addenda numbers _ to _ , inclusive. I 7.12 Documentation submitted by CONTRACTOR prior to Notice of Award (pages _ to _, inclusive). . 7.13 The following which may be delivered or issued after the Effective Date of the Agreement and are not attached hereto: All Written Amendments and other documents amending, modifying or supplem'enting the Contract Documents pursuant to paragraphs 3.4 and 3.5 of the General Conditions. I The documents listed in paragraphs 7.2 et seq. above are attached to this Agreement (except as expressly noted otherwise above). I There are no Contract Documents other than those listed above in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.4 and 3.5 of the General Conditions. Article 8. MISCELLANEOUS. . 8.1 Terms used in this Agreement which are defined in Article 1 of the General Conditions will have the meanings indicated in the General Conditions. I 8.2 No assignment by a party hereto of any rights under or interests in the Contract Documents will be bindiDg on another party hereto without the written consent of the party sought to be bound; and specifically but without limitation moneys that may become due and moneys that are due may not be assigned without such . consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. . I 13474 01 AGREEMENT BETWEEN OWNER AND CONTRACTOR I wp956 Page 5 8.3 OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to I all covenants, agreements, and obligations contained in the Contract Documents. 8.4 Any provision or part of the Contract Documents held to be void or unenforceable under any Law or . Regulation shall be deemed stricken, and aU remaining provisions shall contiDue to be valid and binding upon OWNER and CONTRACTOR, who agree that the Contract Documents shall be refonned to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. . IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed this Agreement in triplicate. One counterpart each has been delivered to OWNER, CONTRACTOR, and ENGINEER. All portions of the Contract Documents . have been signed or identified by OWNER and CONTRACTOR or by ENGINEER on their behalf. This Agreement will be effective on , 19_ (which is the Effective Date of the Agreement). I OWNER CONTRACTOR I By: By: . (CORPORATE SEAL) (CORPORATE SEAL) I Attest Attest . Address for giving notices Address for giving notices . (If OWNER is a public body attach evidence of . authority to sign and resolution or other documents License No. authorizing executioD of Agreement.) Agent for service of process: I If CONTRACTOR is a corporation attach evidence . of authority to sign. \D co ............... - -n C> "'U] I ~C') g 'P:::i =='" C')-< - r - - --4 C') ~ -<r ~ . . '"" 0 0::0 \D ::iE:;7': .. tJ1 'P (.,) . I -- - - - -- --..- - -- . PERFORMANCE AND PAYMENT BOND . ,~ (Here insert the name and address or legal title of the Contractor) . Principal, hereinafter called the Contractor and ~ Surety, hereinafter . (Here insert the legal title of the Surety) . called the Surety, are held and firmly bound unto the City of Iowa City, Iowa, ~ obligee, hereinafter called the Owner, in the amount of Dollars . ($ ) for the payment for which Contractor and Surety hereby bind themselves, their heirs, . executors, administrators, successors and ~signs, jointly and severally. ( . . WHEREAS, Contractor h~, as of : ' ente~e_d Into a (date) , I written Agreement with Owner for Project; and WHEREAS, the Agreement requires execution of this Performance and Payment Bond, . to be completed by Contractor, in accordance with plans and specifications prepared by the City . of Iowa City, which Agreement is by reference made a part hereof, and the agreed-upon work is hereafter referred to as the Project. . NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION are such that, if . Contractor shall promptly and faithfully perform said Agreement, then the obligation of this bond shall be null and void; otherwise it shall remain in full force and effect until satisfactory completion . of the Project. . A. The Surety hereby waives notice of any alteration or extension of time made by the Owner. , B. Whenever Contractor shall be, and is declared by Owner to be, in defaul~nder the . Agreement, the Owner having performed Owner's obligations thereund~ ~e Ge;.I&y 'P..4 _ .- C)-<. - u promptly remedy the default, or shall promptly: ~('") fft . ~~O -....... ~ 0;;:' .' ~ c.f\ . PB-1 17 <-' I 1. Complete the Project in accordance with the terms and conditions of the . , Agreement, or . 2. Obtain a bid or bids for submission to Owner for completing the Project in accordance with the terms and conditions of the Agreement; and upon determina- I tion by Owner and Surety of the lowest responsible bidder, arrange for a contract . between such bidder and Owner, and make available, as work progresses (even though there may be a default or a succession of defaults under the Agreement . or subsequent contracts of completion arranged under this paragraph), sufficient I funds to pay the cost of completion, less the balance of the Contract Price, but not If) ~xceeding the amount set forth in the first paragraph hereof. The term "balance . 0 2> -- 0 2~ -. 'j,of the Contract Price: as used in this paragraph, shall mean the total amount I\"..'l..~, 4 . WI- .J - ~Jiayable by Owner to Contractor under the Agreement, together with any addenda - a= M... co u~ u.J I u.. ~dlor amendments thereto, less the amount properly paid by Owner to co 0- Contractor. C. The Contractor and Contractor's Surety shall, in accordance with the provisions of Chapter I 384, Code of Iowa, be obligated to keep the improvements covered by this bond in good I repair for a period of L-J years from the date of formal acceptance of the improvements by the Owner. I D. No right of action shall accrue to or for the use of any person, corporation or third party I other than the Owner named herein or the heirs, executors, administrators or successors of Owner. I IT IS A FURTHER CONDITION OF THIS 08L1GATION that the Principal and Surety, in I accordance with provisions of Chapter 573, Code of Iowa, shall pay to all persons, firms or - . ) corporations having contracts directly with the Principal, including any of Principal's subcontrac- " 1 ' j i - tors, altclaims',due them for labor performed or materials fumished in the performance of the I - . ' ' ~gree~ent f~~, whose benefit this bond is given. The provisions of Chapter 573, Code of Iowa, are ~:part ,ofjlhiS bond to the same extent as if it were expressly set out herein. I PB-2 . _______n_ _______________ . SIGNED AND SEALED THIS DAY OF .199_. IN THE PRESENCE OF: . . (Principal) . Witness (Title) . . (Surety) . Witness (Title) . (Address) . . 0..0 CD <:) ...., "'iFd . ~("') r"1 ~::::j o:l =='" n-< - F - ::::jC"') m . ' -<r ;po . r"1 :Jl: \0 0::0 0..0 :;::;;;;: .. ,:p- U1 . ' w . . - , . . . PB-3 . u... ......._...u._... .....- u..,..,.... ~...... ....0.... ...~..........,..._u.......... ............................ .." ..... ...... ........v......~ ... .....................b...... ., .... . respect to its completion or modilication. . STANDARD GENERAL CONDmONS . OF THE . CONSTRUCTION CONTRACT I Prepared by Engineers Joint Contract Documents. Committee . and . Issued and Published Jointly By . . . PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE A pracricr division of tlar . NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS 1.0 co Cl ...., =En ('T'I ~ AMERICAN CONSULTING ENGINEERS COUNCIL ~::; ~ =- . n-< - II -Ie-:> b'1l11 -<r 3>> AMERICAN SOCIETY OF CIVIL ENGINEERS - l""l :lI: l6Jl I 0;0 'f? ~?': ~ en CONSTRUCTION SPECIFICATIONS INSTITUTE w I This cI""'-t bas been approwd ud endoned by . The As""';.''''' GeaeraI e CoIItracIon of ~ . _... 'Ibeae GcoetaI Ccmditions bave been prepIIl'el! for IIIe with the Owner-Comractor ~ (No. I910-A-I or . 19Io.&-A-2) (1990 Editicms). Their provisions ue ilItetreIatecIlIIId a cbIqe in 0lIe Day IIeCeSSitate a c:bauae in the Olbers. Con''''''llb COIICCrIIia& their usaae ue connon-! in the Q>....I_ty 011 ~nts for Eogineeriug Services IIDlI Contrac:t ""'"'.-.ns (No. 191~) (1\l116 Edition). RJr J'riM- in the preJIIInIion of Supplcmentary . CoIIdiliuua. see Guide to the PrepIralion of Suppleme-ty Ccmditioas (No. 1910-17) (1990 Edition). When bid", is involved, the ~ndani Form ofJosuuc:tions to Bidders (No. 1910-12) (1990 Edition) may be used. . EJCDC No. 191N (1990 Edition) . . I . . . . I I I I - . . .- . - - . ' , o. J C 1990 NatioaaJ Society orPa"-I~ "....__... ,I 14211 KiDa SInlel, A~n"',,, VA ~14 -3' . AIDeric8D CoasuItiaa P~il'll( l.. ('jOtI"'ri! . 0 <( 101' l'lh SInlel, N.W., Waoh~. DC 2OlI05 <5 ~:i: C 0;:0 ~-"yq ;:r: UJ- Alllaica Society oIcm1 R..~10Ml1 = -...l;>: . dI- UI- 34$ But 47Ih SInlet, New York. NY 10017 )-u = !:=<t Coastruc:lioa Sr r IfI..a~ I_~ Qn CD """" W u=>- 601 ..~ St., """'-""'ia, VA 22314 I LL. - 0 co - 0' . . I TABLE OF CONTENTS OF GENERAL CONDmONS . Anick Dr I'ruag. Pag. Miel. Dr I'ruagnzph Pag. NUmMr Numbrr 0& Till. Numbrr Numbrr 0& Till. I I. DEFlNmONS ................................... 13 2.5-2.7 Before Stanins Construction; 1.1 Addenda ............................. 13 CONTRACroR's Responsibility to 1.2 A8r<<D..mt ........................... 13 Repon: Prelimirwy Schedules; 1.3 Application for Payment .............. 13 Delivery of CenilicaIes of IS 13 1- .......................... . 1.4 Asbestos ........ ..................... 2.8 PreconsIrw:lion Conference ........... IS 1.5 Bid .............. ..................... 13 2.9 IlIitiaJly At:eeptabIe Schedules ......... 16 ..6 Biddins Documents ................... 13 1.7 Bidding Requirements ................ 13 3. CONTRACT DOCUMENTS: INTENT, I 1.8 Bonds ................................ 13 AMENDING. REUSE............................ 16 1.9 ~ Order ........................ 13 3.1.3.2 Intent ................................ 16 1.10 Contract Documents .................. 13 3.3 Reference 10 Standards 8IId . 1.11 Contract Price ........................ 13 Spcc:iIk:alions of Technical Societies; 1.12 Contnll:t Times ....................... 13 Ilcportin& 8IId Resolving 1.13 CONTRAC'lOR ...................... 13 Discrepancies ...................... 16 1.14 tkf.ctivt ............................. 13 3.4 Intent of Cenain Tenus or Adjectives .. 17 I I.IS Drawiop ............. .......... ...... 13 3.5 Amending ConlJaCt Documents ....... 17 1.16 Effective Date of !be Asreement ...... 13 3.6 Supplcmer.ting Contract Documents .,. 17 1.17 ENGINEER....... ................... 13 3.7 Reuse of Documents .................. 17 1.18 ENGINEER's Consultant ............. 13 . 1.19 F'1dd 0nIer .................. ......... 13 4. AVAlLABIUIY OF LANDS; SUBSURFACE AND 1.20 GenenI Requirements ................ 14 PHYSIC'ALCONDmONS;REFERENCEI'OINTS . .7 1.21 Hazardous Waste ..................... 14 4.1 Availability of I..aIIds .................. 17 . 1.22 Laws 8IId ll~''''ti<'ns; Laws or 4.2 Subsurface 8IId Physical Conditions ... 17 1l"lP.laMm ............ ............ 14 4.2.1 Rcpons 8IId Drawings ................ 17 1.23 Uens ................................. 14 4.2.2 Limited ReIiaace by CONTRAClOR 1.24 MiIesU>ne ................ ............. 14 Authorized; Technical DaIa ......... 18 . 1.2! Notice of Award ...................... 14 4.2.3 NOlice of Dift'ering Subswface or 1.26 NOIic:e 10 ~ .................... 14 Physical Conditicms ................. 18 1.27 ~ER ............................. 14 4.2.4 ENGINEER's Review................ 18 1.28 PaniaI UIiIizaIion ..................... 14 4.2.S Possible ContnIct Documents C..... . 18 . 13 ~ ................................. 14 4.2.6 Possible Price 8IId T_ AIljusImems . 18 1.30 ~ ............................ 14 4.3 Physical ~U~......nd 1.31 Plqjecl ............................... 14 ftociIities .. .. .. .. .. .. . .. . .. .. .. .. . .. 18 . 1.32 D""~ve MaleriaI .................. 14 4.3.1 Shown or IndicaIed ................... 18 1.33 D-......, Plqjecl L,.. -uIl4i... ....... 14 4.3.2 Not Shown or I"""'lH .............. 19 1.34 ~~ .............................. 14 4.4 ~ Points ...................... 19 1.15 ~~ ....................... 14 4.5 AIbeIIos, ~. ~, Hazardous I 1.36 ~ I .r~~tUw.tt ......................... 14 Waste or /lod~ MaIeriaI ...... 19 l.3'7 Subr JIIjh.caor ........................ 14 1.38 liP.........., ~ ............... 14 5. BONDS AND INSURANCE ..................... 20 1.39 ~ '--*'-7 CcIIIditioIaa ............ 14 5.1.5.2 R..fil._.1'aymeal8lld Other Bonds . 20 . lAD ~ .............................. 14 5.3 I' ," 1 Sun:lies am 1__; IAI U................ ftociIities ..............;. 14 Ccnific:aIes of~ ............ 20 IA2 Unit Price Wort ...................... 14 S.4 CON'I1to\CJOR's UabiIity 1_ . 20' . IA3 ~ ................................. 15 5.5 OWNER's Uabitity ~ ........ 21 1.44 \IIadt 0IaaF Di>...ri... ............... IS S.6 Plupeny 1- ................... 21 IAS WriaeD AD~.."'.d .................. 15 S.7 BoBer 8IId 1'1"","->, or Addi1ionaJ I' PRRI BII1\lARY MAn'ERS ...................... 15 I\~li Iu..u.~ ................. 21 2.1 DdiYay of lloDds .................... 15 5.11 Notice of C'................ Provisions ..... 21 2.2 Copies ae........_ ................. 15 S.9 CON11lACrOR's 11 1.--'.iNJity for 2.3 C"..._&. -t' .-.1 ofComtact Tanes; "'-'h1fOf9hl. Jllfttlllllttt .............~ 22 Notice Jo I'J d.................. 15 5.10 Otbi:r SpeciaJ ~ .. ..=......m 22 12.4 SIartiDa Cbe \IIadt ..................... 15 5.11 wu- of lUabts ...........~ /:"1";'\ 22u'l _ dO == ':P'-4 - Ii" n-< - . :::; C") ". fi;1 -<.'- :; 16:>> I . l"'I ' . --;0 U) 0;7'. .. . ::E c.n p (,,) . Artid~ Dr ltuogroph l'Gg~ Arrick Dr Pruagroph l'Gg~ Numlwr '" Titl~ Nwrrber Nurnlwr '" Til/~ Nurnlwr . 5.12-5.13 Receipt and AppliClllion oflnsuranc:e 8.6 Chan&c Orders ....................... 29 Proceeds ........................... 22 8.7 Inspections, Tests and Approvals ...... 29 5.14 Acceptance of Bonds and Inslll'llllCC; 8.8 Stop or Suspend Work; Tenninale OptiontoRepIace ................. 22 CONTRACroR'sServic:es ......... 29 . 5.1S Partial Uli1izaIion-- 8.9 UmilaIions on OWNER's ..~..y ~. 30 IlISIII1lIICe .......................... 23 Responsi lies ..................... 8.10 Asbestos, PCBs, ~eum, Hazardous 6. CONTRACroR'S RESPONSIBILITIES .......... 23 ~ or Rpd~~ve MaleriaJ ...... 30 I 6.1-6.2 SupeMsion and Superintendcncc ...... 23 8." Evidence of FlIIlIlIdaJ ArnilIllemCllIs.. 30 6.3-6.5 Labor, MaleriaJs and fi4uipmcm ...... 23 9. ENGlNEER'S STAnIS DURING 6.6 _. Sc:heduIe .................... 23 CONSTRUcnON 30 . .IU5I~ ............................... 67 Subs1itutes and "Or Equal" Items. .. 30 . " 9.1 OWNER s Representative ............ CONTRACtOR's Expense; 9.2 VISits to Site ................... ....... 30 Substitute Consuuction 9.3 Project Representalive ................ 30 I Methods or Procedures; 9.4 Clarifications and Interpretalious ...... 30 ENGINEER's EvaluaIion '" ....... 23 9.5 AutI10rized Variations in Work ........ 30 68-6 1 I t"__'-_ SubcontraclOr$ Suppliers D-'--'_ "-' . U~ 30 " -_..~... ..' 9.6 _............""'.ecbve nun. ............. and Others; Waiver ofRishts ....... 24 9.7JJ.9 Shop Drawinss, ChaIlse OnIers and I 6.12 ~t Fees and RoyaJlies ............. 2S Payments .......................... 31 6.13 FIonnits .................. ............. 2S 9.10 DetenniDations for Unit Prices ........ 31 6.14 LawsandRqulalions ................ 2S 9.IIJJ.12 Dec:isionsonDispules;ENGlNEERas 6.15 1llxes ......... .............. ......... 2S lnilial JIIIerpTeler 31 I 6.16 UseofPremiaes ...................... 26 9.13 UmitatioasOll ENGiNEiiR;~.......... 6. 17 Site Cleanliness ....................... 26 Authority and Respmw'bililies ...... 31 6. 18 Safe SInICtUJaII """"'a ............... 26 6.19 ReconIn.,..-ts ................... 26 10 CHANGESINTHEWORK 32. 6.20 Safety and Plvteccion ................. 26 . 10.1 OWNER 0nIered ~.. :::: : : : : : : : : 32 6.21 Safety RepresentaIive ................. 26 10.2 Oaim 'or A'''''"-t 32 6.22 Hazard~Ptosrams ..... r; 10.3 WorIt~ot~..;;;tby.~........ 6.23 Em....~ .......................... r; n.....~_ 32 I 6.24 Shop ~winss and Samples .......... r; 10.4 a:;:~'"'''''''''''''''''' ... 6.2S ~~itm- Prior to 10.5 NotiIiI:aIion of Surety ................. 32 .. Shop Drawins or Sample SubmiUaJ. r; II. CHANGE OF CONTRN:r PRICE .............. 32 6.26 Shop Drawins" Samp/e SubmiUaJs 11.\.1t.3 CDarnict Price; Oaim for Ac!juslmeat; Review by ENGINEER ............ r; Value of IIIe Work .................. 32 6.'r1 R~sibiIity for VariaIion FI'ClIIt 1t.4 Cost of IIIe Worlr. ..................... 33 . CootnIct noc,.....-, .. .............. r; 1t.5 Ewclo.aons to Cost ofllle Worlr. ....... 34 6.28 RdaIed Worlr. Faformed Prior to 1t.6 CONTRACl'OR's Fee ................ 34 ENGINEER's Review aud Approval 11.7 Cost Rec:ords ......................... 34 . of Required SubmilIIIJs ............. r; ".B Cub AtIowImces ..................... 35 6.29 ContinuiDg IIIe Worlr. .................. 28 II .9 Unit Price Worlr. ...................... 35 6.30 CONTRACroR's GeneraJ W8nuly aud GuanIotce 28 12. CHANGE OF CONTRACr TIMES .............. 35 I .. ............ 12.1 OaimforAlljl_t ................. 3S 6.31-6.33 I.......flcoo"On....................... 28 I~ ~ Ti of..... E .. 6.34 ".-"--' ofQhliphnn$ -..... 1IIIe.... IrellC( .................. ..., ......m. ................ - 12.3 Delays Beyond CONTRACroR's 7. OI'HER WORK .................................. 29 CoallvI ............................ 3S I 7.1.7.3 RdaIed Worlr. 8J Site .................. 29 12.4 Delays JIeyoad OWNER's aud 7.4 CoordinaIion CONTRACl'OR's CaaIroI .......... 3S 8. OWNER'S RESPONSIBILITIES ................. 29 I 8.1 C-",;,."rionctoCoauKutr ........ 29 13. TESTS ANDINSPECnONS;CORRECTlON, B.2 =-tofENGlNEER.......... 29 REMOVALORACCEPfANCEOFDEFECTIVE B.3 . DaIl! aud Pay Ptanptly Wben WORK .......................................... 36 Due ;..,:::........................... 29 13.1 Nodc:eofDd'ects ..................... 36 . = :o.c<j;l, 8.4 lh:J! Liiids aDiI _te; Repons aud 13.2 Access to IIIe Worlr. ................... 36 t",,q ~'&slst~y:;......................... 29 13.3 Teslsaud I~. lions;Contnlctor.s 8.5."Jl ~.c:..:;......................... 29 Cooperalian ........................ 36 . =~~ I I ~ .4.1 u3; 2 ''''- <:> ~-, I I . Artic/~ or Paragraph Pag~ Articl~ or Paragraph Pag~ NumlNr & Till~ NumlNr NumlNr & Tit/~ Numb" . 13.4 OWNER's Responsibilities; 14.12 Final Applicalion for Payment ......... 40 Independent Testing Laboratory . . . . 36 14.13-14.14 Final Payment and Acceptance........ 40 13.S CONTRAClOR's Responsibilities ..... 36 14.IS Waiver of Claims ..................... 40 . 13.€>-13.7 CoveringWork Prior to Inspection, IS. SUSPENSION OF WORK AND Testing or Approval ................ 36 TERMINATION ................................ 40 13.8-13.9 Uncovering Work at ENGINEER's Request ............................ 36 IS. I OWNER May Suspend Work ......... 40 1S.2-IS.4 OWNER May Tenninate .............. 40 . 13.10 OWNER May Stop the Work ......... 36 1S.S CONTRAC'lOR May Stop Work or 13.1\ ColTeClion or Removal of Defective Work ............................... 37 Terminate .......................... 41 13.12 Correction Period ..................... 16. DISPUTE RESOumON ....................... 41 . 13.13 Acc:eptanc:e of Defective Work ........ 37 13.14 OWNER May Corr=t Defective Work............................... 37 '17. MISCELLANEOUS ............................. 42 17.1 Giving Notice ........................ 42 . 17.2 Computation of Times ................ 42 14. PAYMENTS TO CONTRAC'lOR AND 17.3 NoticeofCIain. '...................... 42 COMPLETION . ................ ................ 37 17.4 Cumulative Remeolies ................. 42 I 14.1 Schedule of Values .................... 37 1705 Plofessional Fees and Coun Costs 14.2 Application for Progress Payment ..... 38 Included ........................... 42 14.3 CONTRACroR's WamIIIty ofl1t1e ... 38 14.4-14.7 Review of AppIicalions for EXHIBIT GC-A (Optional); . Progress Payments ................. 38 Dispute Resolution AlP cement (Optional) ..... GC.A 1 14.8-14.9 Substantial Completion ............... 39 16.1-16.6 Arbittation .................... GC-A I 14.10 PaniaI Ublization ..................... 39 16.7 Mediation ..................... GC-A2 . 14.1\ Final Inspection ...................... 39 I . \C) co - -... 0 ~ . ~c; ~ ')>:::i ='" - If"'" c;-< - ':::ic; ~ . -<1"- , ;po I . rn ::It a -;:0 ...0 0.,.:: ._ ::E U1 . ')> t.> I . - I . .. . . - 3 - . ---.------ . INDEX TO GENERAL CONDmONS Anicle or Paragraph Anide or Paragraph . Number Number Acceptance of- , Bidding Doc:uments-definilion of ....... ...... ... 1.6 (6.8.2) . Bonds and InsulllllCe ................................ S.14 Bidding Requiremcnts-dctinilions of ...... 1.7 (1.1. 4.2.6.2) defective Wcrl. ....................... 10.4.1. 13.13, 13.IS Bonds- final payment................................. 9.12, 14.15 a=raance of ....................................... S.14 additional bonds ........................... 10,S, 11.4.5.9 I insurance ........................................... 5.14 Cost of the Wort< .................................. 1I's.4 other Wcrl., by CONTRAClOR ...................... 7.3 definition of .......................................... 1.8 Substitutes and "Or-Equal" Items .................. 6.7.1 delivery of ...................................... 2.1, 5.1 Work by OWNER ........................ 2,S, 6.30, 6.34 final appIiClIlion (or payment ................. 14.12-14.14 I Access to the- aeneraJ ...............1.10.5.1-5.3,5.13,9.13.10.5,14.7.6 Lands, OWNER and CONTRACI'OR perfCll1JlllftCe. Payment and Other ....... .......... 5.1-5,2 responsibilities.....................................4.1 Bonds and Insurance-in aeneraJ ......................... 5 I site, rcIaIcd work .................................... 7.2 Builder's risk "all risk" policy (onn ................... 5.6.2 Wort<, ..................................13.2,13.14,14.9 Cancellalion Provisions, Insunnc:e ........ 5.4.11.. 5.8. 5,15 Acts or Omissions-, Acts and Omissions- Cash AlIowIInc:es ...................................... 11.8 CONTRACTOR ............................6.9.1,9.13.3 Cenificatc of Subslanlial Completion ......... 1.38. 6.30.2.3, I ENGINEER ................ .......... ...... 6.20,9.13.3 14.8. 14.10 OWNER ......... ..............................6.20.8.9 Cenificarcs of Inspection ................ 9.13.4, 13's. 14.12 AdcJenda.-.definition of (also see Ccr1ificllIes of llI5UJlIIICe .. 2.7, 5.3. 5.4.11, 5.4.13. 5.6.5. 5.8. defwiliulI of SpecificaIions) ........... (1.6, 1.10,6.19) 1.1 ....................................... 5.14, 9.13.4. 14.12 I Additional I'Ic..-lt 1_ ......................... 5.7 Omnae in ConblIl:t Pric&- AIijustmems Cash Allowances ................................... 11.8 Contract Price or Contnll:l daim (or price 8IljUSiiL....1I ..... 4.1,4.2.6, 4's, 5.15, 6.8.2. . TUnes .:....... 1's, 3's, 4.1. 4.3.2, 4's.2. 4,S.3, 9.4, 9's, 9.4, 9's, 9.11, 10.2, 10's, 11.2. 13.9, 10.2-10.4, II, /2, 14.8, 15.1 13.13, 13.14. 15.1, 15.$ JlI'OllI'CSS sc:beduJe ,;.................................. 6.6 CONTRACTOR's (ee .. ........ ..................... 11.6 Alreemenl CosI of the Wortc I c1eIinitlon of .......................................... /.2 aeneraJ ...................................... 11.4-11.7 All risk 11lSlInIIICe. policy (orm ........................ 5.6.2 Exclusions to ....................................... 11.$ Allowances. Cash .....................................11.8 Cost Records ...".................................. 11.7 I Amendina Contract n.......nPqts ......................". 3,S in aeneraJ .............. 1.19, 1.44,9.11.10.4.2.10.4.3. II AINI!I..drntlat.. Written-- Lump Sum Pricina ................................ 11.3.2 in aeneraJ ..... ".10, I.e. 3.$. 5.10. 5.12. 6.6.2, 6.8.2, 6.19. NoIificaIion of Surely ............................... 10,S - 10:/. 10.4, 11.2, /2.1. /3.12.2, /4.7.2 Scope of ....................................... /0.3-/0.4 . Appeal, OWNER or CONTRACTOR' Tesling and Inll"" ';')11, Uncovering the Wort ........ 13.9 inteDt to .....:.....:.......... 9.10, 9.11, /0.4, 16.2, 16.5 Unit Price Wortc ............."..................... 11.9 AppJiCllr;oa (or'i'llymen~ Value ofWortc ...................................... 11.3 . do:6.,;lio.. of. :.. .. . " . :.. " . . .. .. .. . . .. . .. .. " . .. .. '" 1.3 Omnae in ConblIl:t T_ ENGINEER'. P~'biIity .........................9.9 Oaim (or times IIlijustment .... 4.1. 4.2.6, 4's. 5.15. 6.8,2, final payment' ......:..~......... 9.13.4, 9./3's, 14.12-14.15 9.4,9.$,9.11.10.2. 10's. 12.1, 13.9, 13.13, in..... ...."......:.~.......... 2.8. 2.9. 5.6.4. 9.10, 15.5 13.14. 14.7, 15.1. 15.5 I ......- pa)'lllellt ..................... ......... 14.1. 14.7 Contractual time timits .............................. 12.2 rniew of ......... ........_.................... 14.4-/4.7 Delays beyond CONTRACTOR'. c:oalJUI ............ /2.3 AItIiInItion (Opliona/) ............................. 16.1-16.6 Delays beyond OWNER'. and CON'mAC1OR'. c0n- I Asloe,l~ L- ~ ...............................................12.4 I c:Iaims punum theRto .... ........ ........... 4.5,2, 4.$.3 N"'-,;.". ohunlly ............................... 10.$ I CONTRACTOR aIIlborized to IlOp Wort< ........... 4.$.2 Scope ofc:baaae ............. ...... ............ 10.3-10.4 -moo of ...... .".., ...... ........ ................ 1.4 ChuIIe ~ . OWNER ~..'hiIitY for .................... 4.5.1. 8.10 ,'Ie :~....-...,. ofDd'ective Wort ..........."........ 13.13 ~ price and times c:Jumae ..................... 4.$.2 A~iqg Contract nov._ ...."....".......... 3.$ Autboo<ized ......~ in W<!!k .........., 3.6,6.25. 6Z1. 9.5 Cash Allowances .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .... 11.8 Availability of Lands .;.~;:::;........................ 4.1, 8.4 0Iulp of Contract Price .........."................. II I want ~ ~d fi':::,p 1.25 ChuIIe of ConblIl:t T_ ..."....................... 12 A. f~ ............................ -, ~ \.v.. 2.5-2.8 ~ in the Wortc ............. ................ ..... 10 Beron 51!utiDI CGiisIniCiio& ........................ ~~;~of ....~:~t::.............................I.s COJon'RAClOR'. fee ............................... 11.6 I (1.1. 1.I0;,iJ. 3:3, 4.2;6!416.J3, 11.4.3. 11.9.1) Cost of the Wortc ............................... II .4-11.7 o=::=J ~<t \'l1" ffi u3l: 4 u.. C) 0:> - . '" i , . Aniclr or Partzgrtlplr Aniclr or Paragraplr . NIlmIHr NIlmIHr Call RecanIs ....................................... 11.7 aeneraJ .................................... 6.2, 6.9.2. 8.\ deMilio.. of .. ...... ... .... ...... .... ................. 1.9 Hazard CommunicaIion Protlrams ................... 6.22 I _I_....~... ........................................6.23 ~ ENGINEER's ....,.oo.ibilily ......... 9.8,10.4.11.2,12.\ Final Appliaotion for Payment ...................... 14.12 cuc:ution of ........................................ 10.4 F'maIl~ ................................... 14.11 1...~JlicaIion ..................... 6.12. 6.16, 6.31. 6.33 F'ma1 Payment and AA:ceptance ............... 14.13-14.14 . bmnnce. Bonds and ....... .. ........ .. 5.10. 5.13. 10.5 PaniaI UIiIizaIion .................................. 14.10 OWNER may tenninIIe ........................ 15.2-15.4 Substantial CompIelion ...................1.38.14.8-14.9 OWNER's R...--'biIity .....:................. 8.6, 10.4 Waiver of Claims .................................. 14.15 PhyIicIJ Conditiom- Compo........ ofTancs ........................ 17.2.1-17.2.2 . SubIurf8ce and, .. .. .. .............. .. .... ........ ... 4.2 Conl:emitII SubcontnlClDl'5. U........md Rldlilies ...........................4.3.2 Supplien and Others ............................ 6.8-6.11 Recard Dac:uments ................................. 6.19 CoId'IWI~I_50-- . Scope of a.. ............................... 10.3-10.4 initially accepI8bIe schedules ......................... 2.9 Slohfritlltes ...................... '. .. .... ...... 6.7.3, 6.8.2 preconstnICIion ...................................... 2.8 Uail Price Warlt .................................... 11.9 Conftic:t, Enor, Ambi8uity, Discrepancy- YaIue of Warlt, COIo_..d by .......................... 11.3 CONTRACtOR to Report ..................... 2.5, 3.3.2 - ""'.- in lhc Warlt .................................... 10 Construclion, before Swtilll by CONTRACtOR ''1$ 2.5-2.7 ~t~ lIhurety ............................... 10.5 Construclian Machinery, Equipment, etc. ........~.... 6.4 OWNER's and CONTRACtOR's rilll Dllsibi1i1ies .... 10.4 ContiJUDg the Work .................... e......~. 1Oii'~ . RiIbt to l1li ~ .............................. 10.2 ContnlClpn.........._ ~S! CO ='" Scope of cbmlF ............................... 10.3-1004 AlII(lIl'Ii. ............................:~.~...-:-:'... 3:S=" "'0 Bonds ............. ............ ........ 37,.. ::::.. s~ ...- CON11lACTOR ............................ .6.16 Cub A110wuces . ...: .................. ;.:,:r.......~ I Ill! . ...- ENGINEER ................................ 6.32 0IanIe of ContnIct Price ............... .".. m........ It:>> ...- OWNER .................................... 6.32 -:;0 .0 0IanIe of Conuact Times ............... ~?'<... .... 12 a.wo 01' ContnlCl Price ....................... 904. 11.2 ~ in lhc Worlt .....................p... 1lkA'l10.5 a.. 01' ContnlCl Tancs ...................... 904, 12.1 check and verify .................................. ~ 2.5 . CON11tAC'lOR's4. 7.1. 904. 9.5, 9.11, 10.2, 11.2, 11.9, CIarificaIions and InIeqIreWions ....... 3.2, 3.6. 904, 9.11 12.1, 14.8, 15.1. 15.5. 17.3 def..oi1iun of ........................................ 1.10 CION'I1lACJOR's flee .............................. 11.6 ENGINEER as iniliaJ imerpreterof ......... ........ 9.11 . CONJ'RACIOR's u.blIity ............ 504,6.12. 6.16. 6.31 ENGINEER as OWNER's .....~llaIi1Ie .... .... .... 9.1 Cast of lhc Warlt .............................. II A. 11.5 aeneraJ ........................................~.......3 0.. ;:~kl. 011. DO.. ~ .........................9.11.9.12 IasuJaDce ............................................ 5.3 IJriIpuIe .~.Ition ................................... 16.1 lodeat ............................................3.1-3.4 . IJriIpuIe R............ ~ .................. 16.1.16.6 minor variaIions in lhc Warlt ......................... 3.6 BNOINEER .. iniliaJ u.. ........ .................... 9.11 QWNER'u 'F ~.ibiIity to fumisb daIa .............. 8.3 Lamp SUllrl'ricial ............................;... U.3.2 OWNER's J'CIIlOl";biIity to m8ke 'Natice 01' .. ...................... ................... 17.3 pnJIIIpl..yment ....................... 8.3, 1404. 14.13 I OWNER's ........... 904. 9.5. 9.11.10.2, 11.2, 11.9. 12.1, pi' ",1ICo ....................................3.1,3.3.3 13.9. 13.13.13.14. 17.3 Recard n...._ ................................. 6.19 OWNER'.1iabIiIy ..........................................................5..5 1l4;.._ to SI8IIduds IIIId S,.........~ . OWNER ...y reru.to m8ke..yment ...... .... .... 14.7 oI'TecbnicII Sc c;'liA ............. ................. 3.3 ~l ... .....l1li Caart Calls ..-........ .......... 17.5 IleIIded Warlt ........................................ 7.2 .....,..1..-1.... .. "".. ........................................9.11 Lt-m. and I_M.. Dis I ~:ifl ...........2..5,3.3 .."... I.'~'" iIeInI ...................~.............. 6.7.1.2 .... 01' ............. ..,.... .......................... 3.7 . TilDe E.' "". ........................~............ 12.1 Sup..1Ili .~..I:... .......................................3.6 'I'iaIe.~~ ............................9.11, 12..1 U,..J. I..." of ENGINEER's Employment ........... 8.2 Ualt Price Warlt .. .. .. . .. .. .. .. . .. .. .. .. .. . .. .. '" 11.9.3 Uail Price Warlt .. . .. .. .. .. .. .. .. .. .. . .. . .. .. ... .... 11.9 'v.IIa: 01 ........ .... ... .... .......... ... ....... ...... 11.3 variaIions ................................. 3.6, 6.23, 6:rT . ___ ~ 1"_ Payment ..... ..... ...... 14.14. 14.15 Visits to SiIe. ENGINEER's .........................9.2 1lIIaIka.. ~~ve .............................10.2 c-.:t I'lD- ~ 1IlIlicIe........ ...................9.11.11.2, 12.1 "-01' ................3.5,4.1.9,4.10.3.11.2.11.3 . 0..11' <ll.1. -, aDd ........~ ............ 3.6.3, 9A, 9.11 a.. 01' .................................. ....:..... II c:a... SiIe .................................-............6." ~ lIII Disputes ............................... 9.11 Cadea al'1\-.1 . 1 Soc:iety, ~. . I. ~ or _..II~1II 01' ...........................:-............1.11 .. . 1:'_, ......................................3.3.3 ContnIct T_ . C ~ of c-.:t TiIMs ..................... 2.3 lIlti1IIlmeIIl 01' ...................... 3.5,4.1, 9.4,10.3,12 r . ,0 OJ a.we 01' ...................................... '12.1-12.4 . 5 ---.----- . Arl;d~ or Paragraph Arricit> or Paragraph Nllmbrr Numbt>r . Commencement of ........... .... ........ ............ 2.3 For Acts and Omissions of Others ..... 6.9.\-6.9.2. 9.13 definition of ........................................ 1.12 for deductible amounts. insurance.................. S.9 CONTRACIOR- general .............. ...................6,7.2,7.3.8.9 . ~tanceoflnsurance ............................ S.14 Hazardous Communication Programs . . . . . . . . . . . . . 6.22 Umitcd Reliance on Technical Oala Authorized ..... 4.2.2 Indemnification........ ...... ......... .......6.3\-6.33 Communications .... ...... .... .... ...... .......6.2.6.9.2 Labor, Materials and Equipment ................ 6.3-6.S Continue Work ................................ 6.29,10.4 lAws and Regulations ............................ 6.14 . coordinaIion and scheduling...... .... ...... . ..... . .. 6.9.2 Liability Insurance .......................... ....... S.4 definitionof ........................................1.13 Notice of variation from Conlnlct Documents . . . .. 6.TI May SlOp Work or Tenninate ....................... IS.S Patent Fecsand Royalties ......................... 6.12 . provide site access to others .................... 7.2. 13.2 Pennits ... ........................................6.13 Safety and Protection .......4.3.1.2.6.16,6.18,6.21-6.23. Progress Schedule ................................. 6.6 7.2, 13.2 Record Documents ............................... 6.19 Shop Drawing and Sample Review Prior to SubmiaaJ . 6.25 related Work performed prior to ENGINEER's I SlOp Work requirements .. .. .. .. .. .. .. .. ... .. .. .... 4.S.2 approval of required submiaaJs ................. 6.28 CONTRACIOR's.- safe strucwralloading ............................6.18 Compensation ..................................11.1-11.2 Safety and Protection ...................6.20.7.2.13.2 Continuing Obliption .............................. 14.IS Safety Representative............................. 6.21 I Defective Work ......... ................. 9.6. 13.1~13.14 Scheduling the Work ... ................ ..........6.9.2 Duty to c:on= defeCtive Work .............. .. .. ... 13.11 Shop Drawings and Samples ...................... 6.24 Duty to.Repon- Shop Drawings and Samples Review . OtansesJn'the Work caused by by ENGINEER ................................6.26 Emer&encY .....;.~........ ................ .......6.23 Site Cleanliness ..... ...... ... ... ........ ... .. . ... . 6.17 Defects iti Work of'-Others ......................... 7.3 Submiual Procedures ............................. 6.25 Differing i:onditiottS .............................. 4.2.3 Substitute Construction Methods and I Di"'.~..a..'y in DoCuments ...........2.5.3.3.2.6.14.2 Procedures ....................................6.7.2 Underjround Ricilities not indicated .............. 4.3.2 Substitutes and "Or-Equal" Items ................ 6.7.1 Emergencies ...... :................................. 6.23 Superintendence ................................... 6.2 Equipment and Machinery RemaJ, Cost Supervision .... ............ .................,...... 6.\ . of the Work ...................................11.4.5.3 Survival of Obliptions ............................ 6.34 Fec Cost.P1us ..................... 11.4.5.6, 11.5.1, 11.6 Taxes ............................................ 6.1S General Warranty and Guarantee .................... 6.30 Tests and Inspections ............................. 13.5 . Hazard Communication Prognuns ................... 6.22 To Report .... .....................................2.5 Indemnific:atiot .............. ........6.12,6.16, 6.31-6.33 Use of Premises .................... 6.16-6.18, 6.30.2.4 IIIII'"CIion of the Work .........................7.3.13.4, Review Prior to Shop Drawing or Sample SubmiaaJ .. 6.25 Labor, Materials and Equipment .................. 6.3-6.5 Ri8bt to adjustment for changes in the Work ......... 10.2 . lAws and Jl"l'oI.,;OtIS, CompJiancc by ............. 6.14.1 risht to claim .. 4. 7.1, 9.4, 9.5, 9.11,10.2, 11.2, 11.9, 12.1, Liability IttSWlItICC ................................... 5.4 13.9,14.8,15.1,15.5, 17.3.. Notice of Intent to Appeal ..................... 9.10, 10.4 Safety and Protection ................. 6.20-6.22. 7.2, 13.2 obIiption to perform and COIIII'Iete lite Work ........ 6.30 Safety R..tn-.olaIive ...............................6.21 . Patent Fees and Royalties, paid for by ............... 6.12 Sbop Drawings and Samples Submittals ......... 6.24-6.28 Performance and Other Bonds ........................ 5.1 Special Consultants ............................... 11.4.4 Permits, obtained and paid for by .................... 6.13 Substitute Consuuction Methods and Procedures ..... 6.7 . Pr__ Schedule ..... 2.6, 2.8, 2.9, 6.6, 6.29,10.4,15.2.1 Substitutes and ''Or.EquaI'' Items, Expense .. 6.7.1, 6.7.2 Reqllest for fOt'ttllil decision on d~"'" ............. 9.11 SubcontnIctors, SuppJiers and Others ....;....... 6.8-6.11 D~1XIities- Supervision and Superintelldence ........... 6.1, 6.2, 6.21 n.a..,.. in lite Work .............................. 10.1 'lUes, Payment by ................................. . 6.15 . c.......Ud& SubcontnIctors, SuppJiers and Others . 6.lI- Use of Premises ................................ 6.16-6.18 6.11 Warranties and guanmtees ...................... 6.30. 6.5 Continuing the Work ........................ 6.29, 10.4 Wananty of Tille ................................... 14.3 CONTRAC'lOR'. expense .. .......... ...........6.7.1 Written Notice Required- . CONTRAC'lOR's General Warranty and Guaran- CONTRAC'lOR stop Work or terminate ........... ISoS ~~iis~;;;:ic;si;~~;...:;:. Reports of Differing Subswfacc and Physical C0ndi- tions.............................................4.2.3 . p1e'subm1ii81 .~.o............................... 6.25 Substantial Completion ........................... 14.8 ~-<;: --- CONTRACIORS-other ................................. 7 ~Wai1t............ ............ ....... 6.9.2 'I ~~ _J,.... ConuactuaI Liability ItlSlIIlItICC ...................... 5.4.10 EiI_,.......... . ;.,:.:................ ................. 6.23 ENOJNEI!R's ~Yl@jdion, Substitutes ContrllCtual TUlle Limits .............................. 12.2 . 'or....Or~!.:..ltems .......................... 6.7.3 Coordination ~ LU u~ lL.. 0 w 6 . ~ I Article or Paragraph Arlicli' or Paragraph Numbu Numb~r . CONTRACTOR's responsibility ....................6.9.2 Detenninations for Unit Prices ........................ 9.10 Copies of Documents ................... ............... 2.2 Differing Subsurface or Correction Period ....,............................... 13.12 Physical Conditions . Correction, Removal or Acceptance of Notice of ... ...... ................ ..... ............4.2.3 Defective Work ENGINEER's Review............................. 4.2.4 inseneraJ ............................. 10.4.1, 13.1~13.14 Possible Contract Documents Change ............... 4.2.5 Ac:ceplance of Defective Work ..................... 13.13 Possible Price and Times Adjustments .............. 4.2.6 . Correction or Removal of Defective Work.... . 6.30, 13.11 Discrepancies-Reponing and Resolving .... 2.5, 3.3.2, 6.14.2 Correction Period .................................. 13.12 Dis)lllte Resolution- OWNER May Correct Defective Work .............13.14 Agreement ..................................... 16.1-16.6 . OWNER May SlOp Work ..........................13.10 Albilnl1ion ..................................... 16.1-16.5 Cost- general ............................................... 16 of Tests and Inspections............................. 13.4 Mediation .......................................... 16.6 Rec:onIs ............................................ 11.7 Dispute Resolution Ag..c:nledt .................... 16.1-16.6 . Cost of the Work- Dis)lllIeS, Decisions by ENGINEER .............. 9.11-9.12 Bonds and insul'llllCe, additional ................. 11.4.5.9 Documents- Cash Discounts ................................... 11.4.2 Copies of ................ .................. ..0...... 2.2 I CONTRAClOR'sFec ..............................11.6 Record ................... ..:............... m..... 6.19 Employee Expenses ............................. 11.4.5.1 .- ...., Reuse of ....... ................... ..C!. .....P"l...'$ Exclusions 10 .......................................11.5 Drawings-defi . , f % C"> ci:l ' mbOno ...............'P-'I'... .,. General ........................................ 11.4-11.5 Easements ............................;;i, -j... ~....""<f.'I ..... - ~ . Home ofIic:e and ovcrllcad expenses ................. 11.5 E1fective date of AgI cc:m<:nt-clefinilillll ;....;" . . . . . . . . '1'.16 " ,-'..n Losaes and cIalna&a ............................. 11.4.5.6 EmerJenc:ies ........................... -(;;:':...~... 6.2] MaIcriaIs and equipment .......................... 11.4.2 ENG~~~~- . ~I;ri a Minor expenses ................................. 11.4.5.8 as iniIiaI mlerprctcr on disputes ........._,.:;. ..'i.1I-9.12 . Payroll COIItS 011 changes .......................... 11.4.1 definitionof ..........................~.....~.. 1.17 performed by Subconll'aClOrS ...................... 11.4.3 Umil8lions 011 authority and Records ............................................ 11.7 responsibilities ................................. 9.13 . Redlals of construcIion equipment and machinery . 11.4.5.3 Rcplaccmcnt of ...................................... 8.2 Royalty payments, permits and license fees ...... 11.4.5.5 Resident Pro,ject Representative ...................... 9.3 Site ofIic:e and temponIry facilities ............... 11.4.5.2 ENGINEER's Consultant-clefinition of ............... 1.18 Special Consultants, CONTRACJOR's ............11.4.4 ENGINEER's- . SuppIcmcntaI ..................................... 11.4.5 authority and responsibility. limiwions on ........... 9.13 1lutcs rcIated 10 the Work ....................... 11.4.5.4 Authorized Variations in the Work .................... 9.5 Tests and Inspection ................................ 13.4 Change Orders, responsibility for ..........9.7, 10, 11, 12 TJ'lIdc Discounts .................................. 11.4.2 CIariIic:aIions and 1ntcrprel8lions ...............3.6.3,9.4 . Utilitics. fuel and sanitary fadJities ............... 11.4.5.7 Decisions 011 Disputes .......................... 9.11-9.12 Work after rquIar hours .......................... 11.4.1 defective Work, 1IOIicc of ........................... 13.1 Cowering Work ................................... 13.6-13.7 EY8IuaIion of Subslitulc IIcms ...................... 6.7.3 . OIllll.1ativc Remedies ............................ 17.4-17.5 Liability ....................................... 6.32, 9.12 O"'"w. finilll and paIcbing ............................ 7.2 Notice Work is Ac:ceptabIe ......................... 14.13 o.za. to be fiImishcd by OWNER ...................... 8.3 0bservaIi0ns ................................. 6.30.2, 9.2 DIIy:.....dcfinido of ................................... 17.2.2 OWNER's Rcprcscnwivc ........................... 9.1 . p.. . '{lIIS 011 Disputes ...........................9.11,9.12 Payments to tile CONTRACJOR, defectivo lIefinilion of ................................ 1.14 ROlF 1Io1Sibi1ity for .............................. 9.9, 14 dcI'ccIivc Work- IlecotamendaIio of Payment ................. 14.4, 14.13 . "'''IlCP''''lC''of .............................. 10.4.1, 13.13 Rerr llO'a'bi1itie5- c......cIiuu or Removal of ................... 10A.I, 13.11 I-tion& on ...............................9.11-9.13 Correction Period .................................. 13.12 Jlevicw of Reports 011 Dilk.iu,. Subsurfal:c inpner8\ ................................. 13, 14.7, 14.11 and Physical Condilions .......................... 4.2.4 . 0bscnaIi0n by ENGINEER ......................... 9.2 Shop Dtawillls IUIlI ~~, review OWNER May Stop Work ..........................13.10 ~ .....................................~ Prompt NOlicc of Dcfcc:ts ........................... 13.1 StaIus Ilurillg ConstnIclion- ~ .............................. .............. 9.6 auttlOlized variaIioas in the Work .................. 90S . U_5O;.c the Work ............................... 13.8 CuiIicaIions and Intcrprelalions ..,................ 9.4 ~~...............................................I n-;.v-. on Disputes ............:~.... ...... 9.11-9.12 Delays ................................. 4.1, 6.29, 12.3-12.4 ' Dctemtinations on Unit Price .............:....... 9.10 . Delivery of Bonds ............................... .......2.1 ENOINEERas lnitiall~ .............. 9.11-9.12 Delivery of ccnificaIcs of insunux:c ..................... 2.7 ENGINEER'. Respoasibi\itic ...........:.... 9.1-9.12 7 - . . Article or Paragraph Arriclf' or Paragraph Numb~r Numbt'f . Li.. .lations on ENGINEER's Authority and deductible amounts. CONTRACIOR's Responsibilities........................... ........9.13 responsibility............................ ........5.9 OWNER's Represenlative ......................... 9.1 Final Application for Paymen( ...................... 14.12 . Project Representative ............................. 9.3 Licensed Insurers .................. .................. 5.3 Rejecting Defective Work .......................... 9.6 Notice requiremenls. material Shop Drawings. Change Orders and changes ................... ............... 5.8, 10.50 Payments....................................9.7-9.9 Option to Replace ..................................5.14 . Visits to Site ......................................9.2 other special insurances ............................. 5.10 Unit Price Determinations ........................... 9.10 OWNER as fiduciary for insureds .... .......... 5.12-5.13 Visits to Site......................................... 9.2 OWNER's Liability.................................. 5.5 Written consent required ......................... 7.2, 9.1 OWNER's Responsibilily ............................ 8.5 . Equipment, Labor, Materials and ................... 6.3-6.5 Panial Utilization, I>ropeny Insurance ............... S. IS Equipment rental. Cost of the Work ................ 11.4.5.3 Propeny ...........,............................ 5.6-5.10 Equivalent Materials and Equipment.................... 6.7 Receipt and Application of Insunmce Proceeds .. 5.12.5.13 I Errors or omissions ...................................6.33 Special Insurance ...................................5.10 Evidence of Financial Arrangements... .. ...... .. ...... 8.11 Waiver of Rights ....................................5.11 Explorations of physical conditions ................... 4.2.1 Inlenl of Conlracl Documents ....................... 3.1-3.4 Fee. CONTRACTOR's--.Q)sts-P1us ................... 11.6 Interpretations and Clarifications ...,............. 3.6.3.9.4 I Field Order- , I Investiplions of physical conditions .................... 4.2 definition of .' ,...................................... 1.19 Labor. Materials and Equipment .................... 6.3-6.5 issued by ENGINEER :........................ 3.6.1. 9.5 Lands- F'ma1 Applicalion for PliyiDent ................. ....... 14.12 and Easements ...................................... 8.4 . Finallnspec:tion..... ...;.:............................. 14.11 Availabilityof ........................... ........ 4.1. 8.4 F'ma1 Payment- ' - Reports&: Tests ..................................... 8.4 and Ac:ceptanCe .....:........................ 14.13-14.14 lAws and Regulations-lAws or Regulations- . Prior to. for cash alloWllllCCS ........................ 11.8 Bonds ...................... ...... ...... ......... 5.1-5.2 General Provisions ...............................17.3-1704 Changes in the Work ................................10.4 General Requirements- Contract Documents ................................. 3.1 defintion of ......................................... 1.20 CONTRACTOR's Responsibilities ................... 6.14 . principal references to .............. 2.6, 6.4, 6.6-6.7, 6.24 Corm:tionl'eriod. defective Work .................. 13.12 Giving Notice ............................... .......... 17.1 Cost of the Work. taxes ......................... 11.4.504 Guarantee of Worlt-by definitionof ........................................1.22 CONTRACTOR .............................. 6.30, 14.12 seneraI ......... ....................................6.14 I Hazard Communication Prosnuns ..................... 6.22 Indemnificalion .......... .. .. . .. .. .. .. .. . .. . .. . 6.31..(j.33 Insurance............................................5.3 Hazardous \\Ute- P1ecedence .................................... 3.1, 3.3.3 clefinition of ........................................ 1.21 Ref_to.......................................3.3.1 I seneraJ .............................................. 4.5 Safety and Protection .......................... 6.210, 13.2 OWNER's responsibility for ............... .........8.10 Subcontractors, Suppliers and Others ............ 6.8-6.11 IndenmificaIion ........................ 6.12, 6.16, 6.31..(j.33 Tests and Inspections ............................... 13.5 . Initially ~ Schedules .......................... 2.9 Use of Premises .................................... 6.16 I~ Visits to Sire ......................................... 9.2 Ccr1ificaIes of .........................9.13.4. 13.5. 14.12 Liabi1ity IIISlIraIIl>>- F'maI ..............................................14.11 CONTRACTOR's ....................................5.4 .' Special, required by ENGINEER ....................9.6 OWNER's...........................................5.5 Tests and ApprcwaI .... ..........._... ..... B.7. 13.3-13.4 l"'eP-l Sureties and Insuren ......................... 5.3 1_ Liens- I ~nc:e of. by OWNER ... ...... ........ ........ 5.14 AppI"'ation for Prvpas Pa)'lllCftl ................... 14.2 Addi1ionaI, required by ehanges Contractor's Wananty ofTdIe ....................... 14.3 in the Work ................................. 1104.5.9 Final Appl"'ation for Payment ...................... 14.12 Before S1IIrting the Work ............................. 2.7 defiDition of ........................................1.23 . Bonds IIIId-in seneraJ ................................. 5 WaiYerofClaims ........:......................... 14.15 CancelI' !t!J .. 5 LiIuitations on ENGINEER's IIUlhority and . 'hCIn vtIMJftS~............................ JI Ccr1ificaIes of ,,2.7.,5." .504.11.504.13.5.6.5. .U. 5.14. ~ties ..................................... 9.13 ~ <=> ~o 3 Umited Reliance by CONTRAClOR Authorized ...... 4.2.2 I '=0'. =. ::'5-: 9.1 .4,14.12 ~\0IlC!- ...~......................... 504.13 ~;"'_nce and ~ Manuals- .."": :;;t: ..f" F'maI Application for Payment ...................... 14.12 CONTRAClOR s Liability ........................... 5.4 CONmACron ob,jec:lign to cowaaae ............. 5.14 Manuals {of olhers)- II Cuub..ctiiiiil Liabilityr-;-.<'t............... ........... 5A.10 Prececk..1CO ....................................... 3.3.3.1 ~}\.... tJ u?= l.o- a .1 (D - 8 cr> - - - - - .- - -------- I Articl~ or Paragraph Artic/t> or Paragraph . Numbu Numbn Reference 10 in Conlract Documenls ................ 3.3.\ Inspections. tests and approvals................, 8.7. 13.4 Materials and equipment- Liability Insuranc:e ................................... 5.5 . furnished by CONTRACTOR ... .. .. .. .. .. .. .. .. .. ... 6.3 Notice ofDefec:ts .. ................ ................. 13.1 not incorponued in Work ............................ 14.2 Representative-During Constnlclion. Materials or equipment~uivalent ..................... 6.7 ENGlNEER's SlatUs ............................ 9.1 Mediation (Optional) .................................. 16.7 Responsibilities- . MileslOlles-definition of .............................. 1.24 Asbestos. PCB's, ~troleum. Hazardous MisceJlaneous- Waste on Radioactive Material .................. 8.10 Computation of Times ..............................17.2 Change Orders .. ............ ..... ................. 8.6 Cumulative Remedies............................... 17.4 CIIanses in the Work ... ....... ..... ....... ........ 10.1 . Giving Notice ...................... ................. 17.\ COIlIIIlIInications ................................... 8.1 Notice of Claim ..................................... 17.3 CONTRACTOR's responsibilities ..................8.9 Professional Fees and COlIn Costs Included....... ... 17.5 evidence of financiallllTllJljlements ......~....... 8.11 . Multi-prime contracts ....................................7 inspections. tests and approvals ,o......~... 4\\\ 8.7 Not Shown or Indicated ..............................4.3.2 Insurance ......................r- c:':l.. ~ .. .. .. . 8.5 Notice of- -- ."".. lands and easements ............ Po ~..;. .. _. . . f;;;tl.4 Acceptability of Project ............................ 14.13 prompl payment by ............. .C?-:1-. .. =. ... .. 8.3 . Award. definition of ............................ ..... 1.25 "'Placement of ENGINEER .....;;; p . ":l='" . \lT8.2 Caim .............................................. 17.3 repons and tests ................. ~ 1"'> .. ~.. ":;S.4 Defects. ............................................13.1 - ~, stop or suspend Work............ .E:D';l;l8.8~.10, 5.1 Differing Subsurface or Physical Conditions .... .. . . . .4.2.3 -;>:. .. . tenninaIe CONTRACTOR's ~..... -eIl8.8, 15.2 Giving .............................................. 17.1 separate representative at site ....... .':P... . .. . .W. .. .. 9.3 Tests and Inspections ............................... 13.3 illdepelldent testing ................................. 13.4 Variation, Shop Drawing and Sample ................ 6.27 use or oc:cupanc:y of the . Notice to Proceed- Work .................................... 5.15.14.10 definitionof ........................................1.26 written consent or approval Jiving of............................................. 2.3 required ............................... 9.1. 6.3.11.4 Notification to Surety ................................. 10.s written notice . Observations, by ENGINEER .................... 6.30, 9.2 required ..........7.1.9.4,9.11,11.2.1\.9.14.7.15.4 Occupanc:y of the Work ................ 5.15, 6.30.2.4, 14.10 PCBs- Omissions or acts by CONTRACTOR .............6.9,9.13 definitionof ........................................1.29 . "Open pen'" policy fonn, Insuranc:e .................. .5.6.2 ceneral ..............................................4.5 Option to Rep\ace ................................... ..5.14 OWNER's responsibility for ........................ 8.10 "Or Equal" Items ...................................... 6.7 PaniaI Ublization- Otherwork .............................................. 7 c1efinilionof ........................................1.28 . 0ver1ime Work-prohibilion of ......................... 6.3 seneral ................................... 6.30.2.4, 14.10 OWNER- Property Insurance ................................. 5.15 Acceptance ofdefeclive Work ...................... 13.13 Patent Foes and IloyaIties ............................. 6.12 appoint an ENGINEER .............................. 8.2 Payment Bonds .. .... .......... .....................5.1-5.2 . as fiduciary ....................................5.12-5.13 Payments, Recommendation of ............. 14.4-14.7. 14.13 Availability of Lands. responsibitity ................... 4.1 Payments to CONTRACTOR and ContpIetion- definition of .................. .............. ........ 1.27 ~rion for Pnlpess Payments .................. 14.2 . dIsa, fumish ................. ..'...................... 83 CONTRACTOR's Wamatty of Title ................. 14.3 May eor-t Defec:tive Work ....................... 13.14 F'm1 AppIiration for Payment ...................... 14.12 May refUse to make payment..... ........ ........... 14.7 F'm1 IDIIJ c:tioo ................................... 14.11 May Stop the WorIl: ................................ 13.10 F'm1 Payment and A...epta.a ............... 14.13-14.14 . may IUvpend worlr.. &enenI........................................... 8.3, 14 temtinate ..........,............8.8.13.10,15.1-15.4 PaniaI Utilization .................................. 14.10 Payment. make prompt ................... 8.3. 14.4, 14.13 IlM.-.. .......... ................................. 14.2 perfo........ of other Work ........................... 7.1 Review of ~ for Proaress . permits and Ian-. requirements .................. 6.13 Payments ...... .......... .................. 14.4-14.7 pun:hased insuntttce requirements ............... 5..5.10 pnJIIIp\ payment ..................................... 8.3 OWNER'_ Sc:heduIe of Values .................................. 14.1 . "'''''''P''''- of the Work ......................... 6.30.2.5 Subslantial c.............l ........ _ .. .... ."... ... ... 14.8-14.9 Otanae Orders, ""';P'n, to Wai_ of Claims ....... ....... ..... ............... 14.1S cxeane .......:............................ 8.6, 10.4 when payments due ..... .............;:...... i4.4. 14.13 ~s .....................................8.1 witItboIdittg payment ..................:.............. 14.7 . c-dination of the Work ............................ 7.4 PeffontlllllCe Bonds .....................:....... ....'. 5.1-5.2 Disputes, request for decision ....................... 9.11 ~ .........................................~.:... 6.13 . 9 . Arlic/. or Paragraph Articlt' or Paragraph Numb" Numbt>r . I'I:troleum- Regulations. laws and (or) ............................ 6.14 definition of ........................................1.30 Rejecting Defective Work ........... .. .. .. .. ...... ...... 9.6 general... ................... ........... .............4.5 Related Work- OWNER's responsibility for ....... ........ .........8.10 atSite ........................................... 7.1-7.3 . Physical Conditions- Performed prior to Shop Drawings Drawings of. in or relating to ..................... 4.2.1.2 and Samples subminals review .................. 6.28 ENGINEER's review.......... .................... 4.2.4 Remedies. cumulative ............................17.4.17.5 . existing structures.................................. 4.2.2 Removal or Comction of general ........................................... 4.2.1.2 Defective Work .................................... 13.11 Subsurface and. .............................. ........ 4.2 renlal qreements, OWNER approval UnderJlround Facilities ............................... 4.3 required ...................................... 11.4.5.3 I Possible ConU'al:t Documents Change ............... 4.2.5 replaa:ment of ENGINEER, by OWNER .............. 8.2 Possible Price and Times At\iustments ..............4.2.6 Reporting and Resolving Discrepancies .... 2.5, 3.3.2. 6.14.2 Reports and Drawi!lllS .............................. 4.2.1 Repon.s- I Notice of Differing Subsurface or. .................. 4.2.3 and Drawings...................................... 4.2.1 Subsurface and ..........:...........................4.2 and Tests. OWNER's responsibility .,................ 8.4 Subsurface Conditions :..:........................4.2.1.1 Resident Project Representalive- Technical Data. Limited Reliance by definitiOflof ........................................1.33 I CONTRACroR AUthOrized .................... 4.2.2 provisiOfl for..................................,...... 9.3 UndeIJround ~~~ Resident Superintendent, CONTRACroR's ............. 6.2 general ...i........;..... ............. ...........4.3 Responsibilities- Not Shown'or IndiCIited ....................... 4.3.2 CONTRACIOR's-iJ! general ........................... 6 I Pl'olec:tion of . .....:......... ............... 4.3, 6.20 ENGINEER's-in general ........ ...... ........ ........ . 9 Shown or Indicated ............................ 4.3.1 Umitations on .......... ..........................9.\3 Tec~nical Data ..................................... 4.2.2 OWNER's-in general .................................. 8 I Preconstntc:tion Conference ............................ 2.8 RelIIinagc .............................................14.2 Preliminary Matters ...................................... 2 Reuse of Documents ........... ... .... .... ...... .......3.7 ~~ules ..................................2.6 Review by CONTRACIOR: Shop Drawings Premises, Use of ............... .................. 6.16-6.18 and Samples Prior to Submittal ...................... 6.25 . Price, Change of ContnlCt ............................... II Review of Applications for I'rolP as Price, ContnlCt-definition of ............... ..... ...... 1.11 Payments ...................................... 14.4-14.7 Prosress Payment, Applications for .................... 14.2 RiIht to an at\iustmettt ................................ 10.2 Prosress payment-retainagc .......................... 14.2 Riahts of Way ... ....................................... 4.1 . Prosress schedule, CONTRACIOR's ..... 2.6, 2.8. 2.9, 6.6, Royalties. Palem Fees and .................... .. .. ..... 6.12 6.29, 10.4. 15.2..1 Safe SlnIctUnlI Loading ............................... 6.18 f'n!jec:t-defin of ............................ ...... 1.31 Safety- . Project Representali_ and Protection ....... 4.3.2, 6.16, 6.18, 6.20-6.21, 7.2. 13.2 ENGINEER's Status During Construction .... ........ 9.3 general .... .. .. .. .. . .. .. .. .. . .. .. . .. .. .. .. .. .. . 6.20-6.23 Project Represcntalive, Residenl Representalive. CONTRACIOR's ...................6.21 ~of ...................................... 1.33 Samples . prompt payment by OWNER ........................... 8.3 definitionof ........................................ 1.34 Property 1- general .. .. .. .. . .. .. .. . .. . .. .. .. . .. .. . .. . .. .. . . 6.24-6.28 ~ ...........................................5.7 Review by CONTRACroR ......................... 6.25 general ..........................................5.6-5.10 Review by ENGINEER ....................... 6.26. 6.rT . Par1iaI Utilization ........................... 5.15. 14./0.2 related Work ........................................ 6.28 --=ipt and applicalion of IUbmitIaI of ....................................... 6.24.2 pruceeds ..................................5.12-5.13 IUbmiuaI procedures ................................ 6.25 I ~. Safety and .......................6.204.21.13.2 Schedule ofJlllllll'tSS ..... 2.6. 2.8-2.9, 6.6, 6.29,10.4,15.2..1 Punch list ............................................ 14.11 Sc\!ed>1Ie ofSbap DrawiDa and SampIc IbdM.M;ve MaIeriaI- SubmiUaIs ....................... 2..6. 2.8-2.9, 6.24-6.28 definition ................................. . .. .. . .... 1.32 ScheduIeofVaJues ........................2.6. 2.S-2.9. 14.1 I general ..............................................4.5 ~...- OWNER's n.spoIlsibility for ........................ 8.10 Adherenc:e to ..................................... 15.2..1 P<<Il""'~Pa~ ..............14.4.14.5,14.13 ~ ......................................,.....6.6 Record Doc:utnqI'9s .....i?i...................... 6.19. 14.12 Ouuwe of Contnct Tunes .......................... lOA I Rec:onIs,.,,,,,c r od~' for. _m...m;ng _................... 2.8 IDitially AccqllabIe ............................... 2.8-2.9 =.-:. - uJ, PreIiminuy ...... ....................................2.6 Ref_ ~~. ............... ..... ..... ........ 4.4 RoI",a.&" ~ S ~aiMi. Specificatitms Scope ofCllanatls .............................. 10.3-10.4 I oI'T~1 ~-<.5............................. 3.3 Subswface Owl". .............................. 4.2..1.1 = 1-4 ~ GO 0>- u.J 10 lL- C> I 0:> 0'\ . A"ielt or Paragraph A.rticle or PaTa1!raplr Number Number . Shop Drawingr- Substitute Items ......... .........................6.7.1.2 and Samples. general ........................... 6.24-6.28 Subsurface and Physical Conditions- Change Orders & Applications for Drawings of. in or relating to ..................... 4.2.1.2 . Payments. and ............................... 9.7JJ.9 ENGlNEER's Review ............................. 4.2.4 clefinjlionof ........................................1.35 general. .......... ..... ........... ...................4.2 ENGlNEER's approval of .........................3.6.2 Limited Reliance by CONTRACTOR ENGINEER's responsibility Authorized... .................................4.2.2 I for review............................... 9.7, 6.24-6.28 Notice of Differing Subsurface or related Work ........................................6.28 Physical Conditions ....... .......... ...............4.2.3 review procedures ......................... 2.8, 6.24-6.28 Physical Conditions ................................. 4.2.1.2 . submiual required ................................. 6.24.1 Possible ConInlCt Doc:wnents Change ................. 4.2.5 Submillal Procedures ............................... 6.25 Possible Price and Times Adjustments ................ 4.2.6 use to approve substitutions........................ 6.7.3 Repons and Drawings ................................4.2.1 Shown or Indicated .............. .... .......... ....... 4.3.1 Subsurface and .... ... ...... ....... ..................4.2 . Site Access .......................................7.2.13.2 Subsutface Conditions at tlte Site ................. 4.2.1.1 Site Cleanliness ............... .......... .............. 6.17 Technical Data .... ................ .................4.2.2 Site. Visits to- Supervision- by ENGINEER ................................ 9.2,13.2 CONTRACTOR's responsibility ...................... 6.1 . by others ...........................................13.2 OWNER shall not supervise ......................... 8.9 "Special causes of loss" policy fonn. illSllfllllc:e ....... 5.6.2 ENGINEER shall not supervise ............... 9.2. 9.13.2 Spec:ificaIions- Superintendence .......................................6.2 I definition of ........................................1.36 Superintendent, CONTRACTOR's resident ........... 6.2 ofTedmica1 Societies, reference to ................. 3.3.1 Supplemental costs .................................. 11.4.5 prececk...... ........................................3.3.3 Supplementary Conditions- Standards and Specific:ations of Technical delinitionof ........................................ 1.39 . Soeieties .......................................... 3.3 princ:ipaJ reference to .... 1.10. 1.18.2.2,2.7,4.2.4.3.5.1. Starting Construction, Before ....................... 2.5-2.8 5.3. 5.4. 5.(~S.9. 5.11, 6.8. 6.13. 7.4. 8.11, 9.3. 9.10 Starting the Work ...................................... 2.4 Supplementing Contract Documents .................... 3.6 . Stop or Suspend Work- Supplier- byCONTRACTOR ................................. 15.5 definitionof ........................................1.40 by OWNER ............................. 8.8,13.10,15.1 principaJ references 10 ..................3.7,6.5.6.8-6.11. Storqe of materials and equipment ................. 4.1. 7.2 6.20, 6.24. 9.13, 14.12 . SUuc1uJaI Loading. Safety ............................. 6.18 Waiver of Rights .................................... 6.11 Subc:Gntnctor- Surety- Conceming. ............................... ...... 6.8-6.11 consent to final payment ..................... 14.12. 14.14 definition of ........................................ 1.37 ENGINEER has no duty 10 ....... .................. 9.13 I delays .............................................. 12.3 Notification of ........................... 10.1. 10.5. 15.2 waiver ofrilhts .............................. ....... 6.11 qualification of ...................................5.1-5.3 Subc:antracton- generaJ ........................ 6.8-6.11 Survival of Obligations ................................ 6.34 . SlIt K.....as-required provisions ........ 5.11. 6.11.11.4.3 Suspend Work. OWNER May .................. 13.10, 15.1 ~ Suspc:n.;.... of Work and Termilllllilll>- .................. IS AppGwtioas for Payment ........................... 14.2 CONTRACTOR May Stop Work or a&in'_nce and Operation Manuals ............... 14.12 Terminate ........................................ 15.5 . ~ .........................................6.25 OWNER May Suspend Work ....................... 15.1 I'ropeas Schedules .............................. 2.6. 2.9 OWNER May Tenninate ....................... 15.2-15.4 ~ . ................. ..... ................6.24-6.28 Taxes-Payment by CONTRACTOR .................... 6.JS !Ilri.edule of VIIIues ............................. 2.6. 14.1 TecImicaI Da1a- I Sc:heduIe of Shop DtawiDp and Limited Reliance by CONTRACTOR ............... 4.2.2 llo...p- SI............ .................... 2.6. 2.3-2.9 Possible Price and Tanes Alljustments .............. 4.2.6 Shop DtawiDp .....................;........... f. ,.u; ,. Ileporls of DiIferiaa Subsurface and I Substa.di.I Completion- Physical Conditioos ................:............. 4.2.3 cerrifir-~ of ........................ 6.30.2.3. 14.11-14.9 1i .. fal:iIities . emponry - ... ...........ill....... 4.1 _..;,;,,0 of ........................................ 1.38 T~ .- ~ Subslitute ConstnIction Methods or ~ ....... 6.7.2 by CONTRACTOR ...............:a:.~.....~...~,.S . Subslitutes and "Or Equal" Items ............ .......... 6.7 by OWNER .... ................... ::::~.. ..IS.,bIS.4 CONTRACTOR's Expense ....................... 6.7.1.3 of ENGINEER's cmpIoyment ......:~.:-:'...=;;..'f1r.2 ENGINEER's Evaluation..... ............. ........ 6.7.3 Suspc:.";"'. ofWork-m generaJ ...... f?~..:::... 'idS . "Or-Equal" ....... ........ .......... ...............6.7.1 Terms and A4iectives ... .............. '~":-...<J:-...~ Subslitute ConstnIction Methods ofProcedIll'eS .....6.7.2 Tests and Inlll'cctioo&- :::i;; :; O;:r:. .' II ~ ~ . . Ar'ic/~ or Paragraph Ar,idt' or Paragraph Numb~r Numb~r . Ace. ,,;to the Work. by others ...................... 13.2 Utilization. Panial ............... 1.28. 5.15. 6.30. 2.4, 14.10 CONTRACroR' 'b'l' , 5 responsl IIbes.................... 13.5 Value of the Work ............................'........ 1 t.3 cost of.............................................. 13.4 Values, Schedule of ............ ........... '6 28-' 9 14 I covering Work prior to ......................... 13.6-13.7 Variations in Work-Minor -. . . _.. . I Laws and Regulations (or) .......................,.. 13.5 Authorized.............................. 62S 627 95 N . .. . . . . . obce of Defects ......... ..... .......... ........... 13.1 Visits ofSite-by ENGINEER......................... 9.2 OWNER May Stop Work .......................... 13.10 Waiver of Claims-on Final . OWNER's independent testing ..... ........ ......... 13.4 Payment ....... ....... .... ......................... 14.15 special, required by ENGINEER ..................... 9.6 Waiver of Rights by insured panies ............... 5.11. 6.11 timely notice required ............................... 13.4 Yhmmty and Guarantee, Genellll-by Uncovering the Work, at ENGINEER's CONTRACTOR ....................................6.30 . request .................................... 13.8-13.9 YhmmtyofTitle. CONTRACTOR's ................... 14.3 Times- Work- Adjusting ....... ...... .......... .... ........ .........6.6 Access to ....... ............................. ....... 13.2 . C....- of Contract 12 by others, ................... 7 IMIIlI'6'" ... .... .... ........ ...... .......... ... ....................... Adjusting ..... .... ......... ......... ......... ........ 6.6 Changes in the ....................................... 10 Computation of 172 Continuing the, .... .... ................ 629 COntractTi~di~iti,;;,.~f.::::::::::::::::::::::: l.i2 CONTRACTOR May Stop Work ............. . . day......... ........ .... .............. ...... .......17 72 orTenninate .. ................................. 15.5 . . Coord" Milestones ...........................................12 InatJonof ...................................... 7.4 Requirements- Costoftlte .....................................11.4-11.5 appeals .......................... ... 16 delinitionof ........................................1.43 I . ............ b CO elarifications, claims and neglected Y NTRACTOR... .... ....... .. ...... 13.14 disputes ............................. 9.11,11.2, 12 =~~ ............................................ 7 c:ommencement of contract tunes' 2 3 ay Stop Work .......................... 13.10 . ................... . OWN preconstrUetion eonference 2 8 ER May Suspend Work ................. 13.10, 15.1 ......................... . Related W ' schedules .................. 262966 ' ork at Site ............................. 7.1-7.3 ............... . . .. . S' starting the Work .... . 24 IarlJngtlte ..........................................2.4 . ............................ . S' b CO Title, Yhmmtyof .....................................14.3 stopp~ng Y NTRACTOR ........................15.5 . UncoveringWork ................................ 13.8-13.9 =~OdWNE.R .......:..................15.1-15.4 UndelJRlUnd Facilities. Physical Conditions- ' eVllllJOll authorized, definition of 1 41 /DInar ........................................... 3.6 ........................................ . Work Change Di . I Not Shown or Indicated ............................4.3.2 claims 7:- proteclionof 4.3 6.20 purlUan ..................................10.2 .. .. .. .. .. .. .. .. .. .. . .. .. . . .. .. .. ... definition of Shown or Indicated ................................4.3.1 '. ........................................1.44 Unit Price Work- ~ references 10 ....................3.5.3,10.1-10.2 I claims ................... I I 9.3 Wdntlene/in' ~of ment- ......................... . ll10n deIinitionof ........................................1.45 ............................ ............ 1.42 principaJ references 10 ... 1.10,3.5.5.10,5.12,6.6.2,6.8.2, ~ ..................................11.9.14.1,14.5 619 101 104 11.2 12 I 1312.2 147.2 I Urnt Prices . . .. " .... . . Written Clarifications and generaJ ........................................... 11.3.1 Interpretations 363 94 9 II Determination Co ........................... . " . . . or ......... ............... ...... ..... 9.10 Written Notice Required- ~~.ofPremises ........................6.16.6.18,6.30.2.4 by CONTRACTOR ........ 7.1. 9. IOJJ. II. 10.4.11.2 12.1 . tilityowners ...................... 6.13. 6.20. 7.1-7.3, 13.2 by OWNER.................. ..9.IOJJ. 11 , 10.4. 11.2. '13.14 . ...::r o 4: - -~ I o -- C -, .0::0 ~ w- ~_'<J :::r -.....J;.:' ': d-~~' . M: m-' 1- <t. : - w u:;;:. ~ .~ I '" .- . .1 12 I . GENERALCONDrnONS ment, together with all Wrillen Amendments. Change Orders. . Work Change Directives. Field Orders and ENGINEER's written interpretations and clarifications issued pursuant to ARTICLE I-DEFINITIONS paragraphs 3.5, 3.6.\. and 3.6.3 on or after the Effective Date of the Agreement. Shop Drawing submittals approved pursu. . ant to paragraphs 6.26 and 6.27 and the repons and drawinils Wherever used in these General Conditions or in the other referred to in paragraphs 4.2.1.\ and 4.2.2.2 are not Contract ConInlCt Documents the following terms have the meanings Documents. indicated which are applicable 10 both the singular and plural . thereof: 1.11. Contract Prict-The moneys payable by OWNER to CONTRACTOR for completion of the Work in accordance 1.1. Addenda-Written or graphic instruments issued prior with the ConInlCt Documents as Slated in the Agreement . 10 the opening of Bids which clarify, conec:t or change the (subject to the provisions of paragraph 11.9.1 in the case of Bidding Requirements or tlte Contract Documents. Unit Price Work). 1.2. Agreement- The written contract between OWNER 1.12. Contract Times- The numbers of days or the dates . and CONTRAC'JOR covering the Work to be petformed; other staled in the Agteement: (i) 10 achieve Substantial Completion, ConInlCt Documents are attached to the Agreement and made and (i;) 10 complete the Work so that it is ready for final a pan thereof as provided therein. payment as evideneed by ENGINEER's wrillen recommenda. I tion of final payment in accordance with paragraph 14.13. 1.3. Application for Payment-The fonn accepted by EN- GINEER which is 10 be used by CONTRACTOR in requesting 1.13. CONTI/A.CTOR- The person. firm or corporation prclBI'eSS or final payments and which is to be accompanied by with whom OWNER has entered inlO the Agreement. I such suppottiQg docwnemation as is required by the ConInlCt nn,.,'_. 1.14. dtfectivt-An adjective which when modifying the word Work refers to Work that is unsatisfactory, faulty or . 1.4. .....""nos-Any material that contains more than one delicient. in that it does not conform to the Contract Docu- percent asbeStos and is friable or is releasing asbestos fibers menlS, or does not meet the requirements of any inspection, inlO the air above current action levels established by the reference standard. test or approval referred to in the United States Occupational Safety and Health Administration. Contract Documents, or has been damaged prior 10 ENGI- . NEER's recommendation of final payment (unless responsi. 1.5. Bid-The offer or proposal of the bidder submitted on bility forthe protection thereofhas been assumed by OWNER the pteSCribed fonn setting forth the prices for the Work to be at Substantial Completion in accordance with paragraph 14.8 petformed. or 14.10). . 1.6. Bidding Doat.....nts- The advertisement or invitation 1.15. Drawings-The drawings whieh show the scope, to Bid. instructions to bidders, the Bid form. and the proposed extent and character of the Work 10 be furnished and per- I ConInlCt yw..._ts (including all Addenda issued prior to formed by CONTRACTOR and which have been prepared or receipt of Bids). IIppo u.ed by ENGINEER and are referred to in the Contl1lCl Documents. Shop drawiDp are not DtawiDp as so defined. 1.7. Bidding RequitrllU'nts-The advertisement or inviIa- . lion to Bid. insuuctions 10 bidders, and the Bid fono. 1.16. E;[fmiw DIlle of tlte Agrft'ment- The date indicated in the A".cc..-.Il on wbic:h it be.:ott... effective, but if no such \.8. BOIIII.r Faformance and Payment bonds and other date is indic:ated it means the date on which the Ageement is . instrumems of security, siped and delivered by the last of the two parties 10 sign and deIi_. 1.9. CIttuwe ~ .w.._t recammended by ENGI- I NEER. wbic:h is siped by CONTRACTOR and OWNBR and 1.17. ENGINEER-The penon. firm orc:orporation named autboIizes an addilion. ddetion or revision in the Work. or an as such in the AolI-'" ~ in the Cootract Price or the CooInlCt TIlIIe5, issued 00 or lifter the Eft'ective Date of the A".cc.....4. 1.18. ENGINEER's CotWIIltutt-A penon, firm or corpo. . ration having a c:ontI8Ct with ENGINEER to f~ servic:es 1.10. Conlract l>ocuments-The ~........nt, Addenda as ENGINEER's ind,~ rl"iet.t professional fts.,p.- or con- (wbic:h per18in to the CooInlCt 1lnM...-us). CONTRAC'lOR's suItant with respect to the Project and weis ~ lI&,such BidfmcJudiDstln(:t...........linn.t,. ",-..yinstheBidaDday in the Supplrn_....ryConditio.,s. :::E~ (l:l .:; . post Bid ""'"'............v-, submitted prior to the Notice of 'P -l _ & Award) when anaehed as an exhibit to the ~.c....""', the 1.19. FieIdOrdn-Awrittenorderidiil.ifflyEN'GJ Notice to Proc...I. the Bonds. these GeDeraI Conditions. the which orcIen minor cluo'lF" in the ~~~ . SuprI ft_ ....ry Conditions. the S~hons and the Dtaw- perqraph 9.5 but which does not in~ . in"@b iap as the same are more spec:ifically identified in the AIree- CooInlCt Price or the CooInlCt TIlIIe5. C> ~ .. .=E c..n n ~ w . ---.-- . 1.20. Gtntra/ RtquirtmtnIJ-sections of Division I of the 1.33. Rtsidtnr l'rojter RtprtStnrarivt- The authorized Specifications. represenrative of ENGINEER who may be assigned to the site . or any pan thereof. 1.21. Hazardous WaSlt-The term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Wasle 1.34. Samplt_Physical examplesof materials, equipment, Disposal Act (42 use Section 6903) as amended from time 10 or worlananship that are representative of some ponion of the . time. Work and which establish the standards by which such portion of the Work wJ1l be judged. 1.22. Laws and Rtgu/arions; Laws or Rtgu/arions-Any . and all applicable laws. rules. regulations. ordinances. eodes 1.35. Shop Drawing_All dl1lwings, diagrams, iUustnl- and orders of any and all governmental bodies. agencies, tions, schedules and other data or information which are authorities and COIIns having jurisdiction. specifically prepared or assembled by or for CONTRACTOR and submitted by CONTRAClUR 10 illustrate some portion of . 1.23. Litns-Lien$, charges. security interests or encum- the Work. brances upon real-property or personal properly. - 1.36. Sptci/icalions- Those portions of the ConInlCt Doc- I 1.24. Mi1~slon~A principal evenl specified in the Con- uments consisting of written technical deseriptions of materi- InlCt Documents relating 10 an intermediate eompletion date or a1s. equipment. construction systems. standards and workman- time prior to Substantial Completion of all the Work. ship as applied 10 the Work and certain administrative details applicable thereto. I 1.25. NOliet of Award-The written notice by OWNER to the lIpplIIeIIt succcssfuI bidder staling that upon eompliance by 1.37. Subconlrtlelor-An individual, firm or c:orponIlion the lIpplIIeIIt successful bidder with the cxmditions pi ecedent having a direct contnlCl with CONTRACIOR or with any I cnllltlel1l\ed therein. within the time spe<;ified. OWNER WIll other Subc:ontractor for the petfonnance of a pan of the Work sian and deliver the A8recmcnt. at the site. 1.26. NOlialoP~rd-A writtennoticc,ivenbyOWNER 1.38. SubslQlUiaJ Compl~lion- The Work (or a specified I to CONTRACIOR (with a copy to ENGINEER) fixing the pan thereof) has propessed to the point where, in the opinion date on which the ConInlCt TimeS will COI1tIttence to run and on of ENGINEER as evidenced by ENGINEER's delinitive which CONTRACTOR shall stan 10 petfonn CONTRAC- c:ertificate of Substantial Completion. it is sufficicndy com- I lOR's obligations under the Contract Documents. pIete. in aceordance with the ConInlCt Documents. so that the Work (or spec;ified pan) can be utilized for the pmposes for 1.27. OWNER-The public body or authority, COIllDI1l- wItich it is intended; orifllO such eertiIicate is issued, when the Work is complete and ready for final payment as evidenc:ed by lion. a.<<>ciPlion, firm or person with whom CONTRAClOR ENGlNEER's written recommendation of final payment in I has cnlered inlO the AgID1lB~nl and for whom the Work is to be provided. -...danc. with patllIIaph 14.13. The tenns "substantially c:ompIete" and "substantially completed" as applied to all or 1.28. I'anial UliliVJli_U.. by OWNER of a IIlIbstan- pan of the Work refer 10 Substantial Completion thereof. I tially completed pan of the Work for the purpose for wItich it is 1.39. Sup~1I1IUy CmtdiIions- The part of the Cotttnu:t intended (or a related purpose) prior 10 SubstantiaJ ContpIetion Documents wItich IIttICIIds or supp/anclIb these GcncnII C0n- I of all the Work. ditions. , 1.29. PCB_Polychlorinated biphenyls. 1.40. Supplin-A ........-.Jrer, fabricator. supplier. dis- 1.30. htrolntm-~, including CI11de 011 or allY m'bu1or. materiaIan or vcodor having a direct contract with I CONTRACTOR or with allY Subcomnu:ror 10 fIunish matcri- fraction thereof wItit:It is liquid at standanI conditions of aIs or equipalont to be iDcorpOoated in the Vlbrk by CON- tcmpenIIure and pressure (EO cIeIrees FaItmIheit and 14.7 TRAC'IOR or any SUI>--....._. . pounds per &qllllle inch absolute). such as oil. petroleum, fuel oil. 011 sludge. oil refuse. psoline. kerosene. and oil mised with 1.41. UtM. ,....nuI FcrciIiM_A11 pipeli......conduits.dUCb. OCher _Hazardous Wastes and CItIde oils. cables. wires. manholes, vatdts. tanks, tunnels or other such &,o,no;... or .""e'uneotts. and any CI""" '-~'$ COIttlIittiDg such . 1.31. Projeei- The total c:ooauw:tion ofwlticlt the Work 10 &eiJiri- wItit:h have been installed I.ud.........md to fIunish allY be provided ulll!er the C9n1nlCt Documents may be the wboIe. oflbe following services or materials: declricity. gases. _. or a part as indicated elsewhere in the Contract nn"..~ts. liquid petroleum products. ldqAlOlte or other c:onttttU1tic:a ;:r' .. lions. cable television, sewage and cIrainqe removal. tndIic or . 1.32. ~~Q/trial-SOlJn;e. speeiaI nuclear. or OCher eontroI systems or WlIIer. ~ Dl!1Pia';:aSjeIined by the Atomic Etteqy Ad of 19S4a42'US~''''l;'~!..~1I ct seq.) as amended from time 10 1.42. UnilJ'riao Waft-Work IObepaitlforonthebuisof I time.:\jJl "'" Jr tDtit prices. - w;-- d(.- .......0 ~--- ' 14 -=-= 1-4: r"~ e3 <33: . =...... 0 co C1' . Work-The entire compleled construction or the var- Contract Times conunence to run later than the sixtieth day after 1.43. ious separa1ely identifiable pans thereof required 10 be fur- the day of Bid opening or the thirtieth day after the Effective Date I nished under the Contract Documents. Work includes and is of the Asrccnle4t, whichever date is earlier. the resuh of petforming or furnishing labor and furnishing and incotpOl'llting malerials and equipment into the conSll1lCtion, SIaning 1M Wart: I and petforming or furnishing services and furnishing docu. ments. all as required by the Contract Documents. 2.4. CONTRACTOR shall stan 10 petform the Work on the date wlten the Contract Times commence to run. bl\!tlo Work 1.44. Work Changt Dirtcti_A written directive 10 CON- shall be done at the site prior to the date on which the:Contracl . TRAClOR. issued on or after the Effective Date of the Times commence to run. '0 M 4i1 ::lEe'> AgrclUboolt and signed by OWNER and recommended by )>_ co = ENGINEER, ordering an addition, deletion or revision in the -I - F Bv-SlaningC",,-'~-' e'>-< _ . Work, or re.......ding to differing or unforeseen physical eondi- ::i e'> ffl tions under which the Work is 10 be petformed as provided in 2.5. Before undenaking each pan of ~~~:"i5J pantgraph 4.2 or 4.3 or to emel]letlCies under JIIlI'llII1Illh 6.23. A TRAClOR shall carefuJJy Sludy and comP5;tlie \flit Work Change Directive will DOt change the ConInlCt Price or Documents and check and verify pertinen~re~own . the Contract Times. but is evidence that the panies expect that thereon and all applicable field measuremerilS: CO AC- the change directed or documented by a Work Change Direc- TOR shall promptly report in writing to ENGINEER any tive will be incorpomted in a subsequently issued Change c:onfIjet, error, ambiguity or discrepancy which CONTRAC- Order following negotiations by the parties as 10 its effect. if TOR may discover and shall obtain a written interpretation or I any, on the Contract Price or Contl1lCt Times as provided in c:larification from ENGINEER before proceeding with any pantgraph 10.2. Work affected thereby; however, CONTRACroR shall not be liable to OWNER or ENGINEER for failure to report any . 1.45. Wrinm AiMIIIime_A written ...-.cj"""'t of the c:onfIjct, error. ambiguity or discrepancy in the Contract Doc- Conlnll:t Documents. signed by OWNER and CONTRAC'JOR UmeDts. unless CONTRACroR knew or reasonably should on or after the Effective Date of the Asn:cmel,t and nonnaIly have known thereof. dealing with the DOIlelllineering or nontedmicaJ rather than 2.6. Within ten days after the Effective Date of tlte Agree_ Istric:tJy c:onstruc:lion- aspects of the Contract Doc:u- mcnts. ment (unless otherwise specified in the GeneraJ Requirements), CONTRACTOR shall submit to ENGINEER for review: . ARTICLE 2-PRELIMINARY MATTERS 2.6.1. a preliminary propess schedule indicating tlte times (numbers of days or dates) for starting and completing the various sla&es of the Work, including any MileslDnes . specified in the Conlnll:t Documents; 2.6.2. a preliminary schedule of Shop Dtawing and Sam- Deu-, ..,..., pie submiIIaIs which will list each required submillal and tlte times for submitting. reviewing and )lI'IlCessins such submit. ~ When CONTRACTOR delivers the ...-..... Agree- tal; to OWNER, CONTRACTOR shall also deliver 10 2.6.3. a preliminary schedule of values for all of the OWNER such Bonds as CONTRACTOR may be required to Work which will inc:Iude quantities and prices of items lumish in KCOrdattce with JIIlIlIllI'IIIl 5.1. lIlIBl'ellSling the Contract Price and will subdivide tlte Work into CGI\\jlO<~t pans in sullicient detail 10 serve as the basis r4lfl' ~. fOr JIIOllI'es5 paYl\lClllS durina c:onstruetion. Such prices will include an ......"'" We amount of overhead and profit appli- cable 10 each item of Work. 2.2. OWNER shall fumish to CONTRACTOR up to ten copies (1IIIIeas othawisc specified in the SuppIememuy Con- 2.7. Before any Work at the site is started. CONTRAC'JOR ~OOS) of the Contract Documents as .... reasonably _ and OWNER shall each de6ver to the other. with copies to for the execlllion of the Work. Additional copies will be each additional insured identified in the Supplementary Condi- furnislted. upon request, at the cost of reprnduclioa. lions. certificates of insunutc:e (and other evidence of inswance i I r . of C t -<< T~ N.... Ie""""'" which either of them or any additionaJ insured may reasonably request) which CONTRACTOR and OWNER respectively.... required to purchase and maintain in accordance with para- papbs 5.4, 5.6 and 5.7. ~.3. The ConImct Tanes will _........ to nm 011 the thirti- : day"the Eirective Dale of the Aao-...... or. ifa Notice PrJ .. C-,/.... , Ploc:eed isPat. 011 the day indicated in the Notice 10 Ptoc:eed. . A Notice to Proceed may be Pat at..y time within thirty days 2.8. W'1lhin twenty days after the Contract Tunes stan to ~ the Eirective Dale of the A.o--- In 110 event will the nm. but before any Work at the site is started. a c:onierence 15 . I attended by CONTRACIOR. ENGINEER and others as sp- cations and interpretations of the Contract Documents shan be propriate will beheld to establish a working understandins issued by ENGINEER as provided in paragraph 9.4. . among the parties as to the Work and to discuss the schedules referred to in paragl3ph 2.6, procedures for handling Shop 3.3. R'f- to siandanb tutd S~ Df T<<IuJiaJ/ Drawings and other submillals, processing Applications for Payment and maintaining required records. s..e;.,;..; RtpOIfing tutd RnoIriItg Diln'qltuu:UI: I 3.3.1. Reference to standards, specifications, manuals or /lIiIiaIJy A~ Seh<<bdn: c:odes of any technical society. oopnization or association, or to the Laws or Regulations of any governmental authority, . Unless otl)erwise provided in tlte ConInlCt Docu- whether such reference be specific or by implication, shall 2.9. mean tlte latest standard, specification. manual, code or ments, at.least ten days before submission of the first Applies- Laws or Regulations in effect at the time of opening of Bids I tion for Payment i conference attended by CONTRACTOR, (or, on the Effective Date of the Agreement if there were no ENGINEER and others as appropriate will be lteld to review Bids), except as may be otlterwise specifically slated in tlte for acceptability to ENGINEER as provided below the sched- Contract Documents. u1es subinitted in 8cconIance with paragl3ph 2.6. CONTRAC- I TOR shall have aD additionalteD days to make corrections and 3.3.2. If, during the petfonnance of tlte Work, CON- adjustments and to complete and resubmit tlte sehedules. No TRACTOR discovers any conflict. error, ambiguity or dis- progress payment shall be made to CONTRACTOR until the crepancy within the Contract Documents or between the schedules are submitted to and acceptable to ENGINEER as Contract Documents and any provision of any such Law or I provided below. The progress sehedule will be acceptable 10 Regulation applicable to the performance of the Work or of ENGINEER as providing an orderly progression of the Work any such standard, specification, manual or code or of any 10 completion within any specified Milestones and the ConInlCt instruction of any Supplier referred to in paragraph 6.5. I Tnnes, but such acceptance will neither impose on ENGI- CONTRACTOR shall repon it to ENGINEER in writing at NEER responsibility forthe sequenc:ing. scheduling or progress once, and. CONTRACTOR shall not proceed with the Work of the Work nor intetfere with or relieve CONTRACTOR from affected thereby (except in an etnefJeDCY as authorized by CONTRAClOR'sfull responsibility therefor. CONTRAClOR's paragraph 6.23) until an amendment or supplement to the . sehedule of Shop Drawing and Sample submissions will be Contract Documents has been issued by one of the methods acceptable to ENGINEER as providing a workable arrange- indicated in paragraph 3.5 or 3.6; provided, however, that ment for reviewing and processing the required submillals. CONTRAClOR shall not be liable to OWNER or ENGI- I CONTRACTOR's sehedule of values will be acceptable to NEER for failure to repon any such conflict, error. ambigu- ENGINEER as 10 fonn and substance. ity or discrepancy unless CONTRACTOR knew or reas0n- ably should have known thereof. 3.3.3. Except as otherwise specifically stated in the . ARTICLE 3-CONTRACT DOCUMENTS: INTENT, Contract Documents or as may be provided by amendment AMENDING. REUSE or supplement thereto issued by one of tlte methods indi- cated in paragraph 3.5 or 3.6, the provisions of the ConInlCt . Documents shall take prec:edence in resolving any conflict. error, ambiguity or discrepanc:y between the provisions of 1_ the ConInlCt Documents and: I 3.3.3.1. the provisions of any such standard. speci- 3.1. The ConInlCt Documents comprise the entire agree- fication. manual, c:ode or instruetion (whether or not tnettl between OWNER and CONTRACTOR concerning the specific:ally incorporated by reference in the Contract I Work. The Contract Ilnro_ .,., .......,.k.ulCtltary; what is Documents); or called for by one is as binding as if called for by all. The Contract Documents will be COIlStnIed in accordance with the 3,3.3.2. the provisions of any such Laws or Regu- law of the P!ace of the Project. Iatioas appIu..hIoo 10 the petfonnance of the. Work . (unless such an interpretation of the provisions of the 3.2. It is the intent of the ConInlCt Documents to describe ~ Documents would result in violation of such a functionally ClltDjliete Prqject (or pan thereof) to be con- Law or Jl"IPtI.mn). IInICted in accordance with the ConInlCt Documents. Any I Work. materials or equipment that may reasonably be infemd No provision of any such standard. specification. manual. from the Contract Ilnro-. or from prevaiIiJIa _ or c:ode or instruction shall be effective 10 chanile the duties and IIlIde . as bei!]a required to produce the intended result taponsibiIitiesofOWNER. CONTRACTORorENGINEER. . will be 5rnishedCind petformed whether or not spec a;(;Rlly or any of their subcontractors, c:onsuItants. agents, or em- @1i.t f~~ii'ords or pIuases which have a weU- known pIoyees from thoSe set forth in the ConInlCt Documents. nor .,,",..~-"tPr c:Onsuoction industry or tnIde 1IIelIIIin3"" used 10 shall it be effective 10 assip 10 OWNER, ENGINEER or 'iiiiIl:ribe Work,.nIateriaJs or equipment. such words or pIuases any of ENGINEER's Consuhants, aaents or employees any . shaD be'Jiiterpreted in aa:ordance with that _..;.. CIarifi- duty or authority 10 supervise or cIireet the furnishing or = 1- <t: r~ CD- = ::::: u~ 16 . 0:> - en . performance of the Work or any duty or authority to under. of the Drawings. Specifications or other documents tor copies . lake responsibility inconsistent with the provisions of para- of any thereoO prepared by or bearing the seal of ENGINEER paph 9.13 or any other provision of the Contract Docu- or ENGlNEER's Consultant. and (i;) shall not reuse any of ments, such Drawings, Specifications. other documents or copies on extensions of the Project or any other project without wrillen . 3,4. Whenever in the Contract Documents the terms "as consent of OWNER and ENGINEER and specific wrillen ordered." "as directed," "as required," "as allowed:' "as verification or adaption by ENGINEER. approved" or terms of like effect or impon are used. or the adjectives "1QSOnable:" "suitable:" uacceptable:' "proper" . or "satisfactory" or adjectives of like effect or impon are used to describe a requirement, direction, review or juds- ARTICLE 4-AVAILABILITI OF LANDS; ment of eNGINEER as to the Work, it is intended that such SUBSURFACE AND PHYSICAL . requirement, direction, review or judgment will be solely to CONDmONS; REFERENCE PQfWrs evaluate, in general, the completed Work for compliance '0 -n with the requirements of and information in the Contract "'" ~ g =;:. Documents and conformance with the design concept of the P- -i _ c=> . completed Project as a functioning whole as shown or AwziJabi/ity 0/ Ltutds. 9 -< - f"" indicated in the Contract Documents (unless there is a . -i C") :po m specific statement indicating otherwise). The use of any such . .,::<;;:Jt ':.- I term or adjective shall not be effective to assign to ENGI- 4.1. OWNER shall furnIsh. as IRd.ca'El;m. th\Sonti:llP NEER any duty or authority to supervise or direct the Documents, tlte lands upon whIch the Workii!.11Hle performed. furnishins or petformance of the Work or any duty or rights-of-way and easements for access tlterelO. and ~h other authority to undertake responsibility contrary to the provi- lands which are designated for the use of CONTRACTOR. I sions of paragraph 9.13 or any other provision of the Upon reasonable written request, OWNER shall furnish CON. Contract Documents. TRACIOR with a COlTect statement of record legal title and legal description of the lands upon which the Work is to be petformed and OWNER's interest therein as necessary for . A....ting IJ1Id SIIpp/ntnItiItg C-..a ~",.: giving notice of or filing a mechanic's lien against such lands in accordance with applicable Laws and Regulations. OWNER 3.5. The Contract Documents may be amended to provide shall identify any encumbrances or restrictions not of general . for additions, deletions and revisions in tlte Work or to modify application but specifically related to use of lands so furnished the terms and conditions tltereof in one or more of the following with which CONTRACTOR will have 10 comply in performing ways: the Work. Easements for permanent structures or permanent ehanges in existing facilities will be obtained and paid for by . 3.5.1. a formal Written Amendment. OWNER. unless otherwise provided in the Contract Docu- ments. If CONTRACTOR and OWNER are unable to agree on 3.5.2. a Change Order (pursuant to JIIlI88I3Ph 10.4). or entitlement lOorthe amount or extent of any adjustments in the . Contract Price or the Contract Times as a result of any delay in 3.5.3. a Work ChaJige Directive (pursuant 10 OWNER's furnishing these lands, rights-of-way or easements, JIIlI'll8IlIIlh 10.1). CONTRACTOR may make a claim therefor as provided in Articles II and 12. CONTRACTOR shall provide for all . 3.6. In addition, the requirements of the ContnIct Docu- additional lands and access therelO that may be required for ments may be supplemented, and minor variations and devia- tempOIaI'Y c:onstnIC1ion facilities or SlOntge of materials and tions in the Work may be authorized. in one or more of the equipment. followiug ways: . 3,6.1. a Field Order (pursuant to JIIlI'll8IlIIlh 9.5), 4.2. S.' ff.- adPlqrit:;Jl C-~...r: . 3.6.2. ENGINEER's approval of a Shop Dtawing or 4.2.1. RqNJtU DNI Dtrzwings: Reference is made 10 the Sample (pursuant 10 JIIlI'IIII1IIlh 6.26 and 6.27). or Supplementary Conditions for identification of: . 1.6.3. ENGINEER's written im..",,,,,,,,,,,, or darit\ca- 4.2.1.1. Subswfa<< Conditions: Those reports ofexplo- . lion (punuant to JIIlI'll8IlIIlh 9.4). I8lions and tests of subsutface conditions at or contiguous 10 the site that have been utilized by ENGINEER in preparing the ConInlCt Documents; and '"-0/1)< _: . 4.2.1.2. Physical Conditions: Those drawillll5 of physical 3.7. CONTRACTOR. and any Subcontractor or Supplier conditions in or rda!itla 10 ellistin& surface or subsutface or other person or organization petforming or fumishina any of _ at or contiguous to the site (eltl:eJll UnderBrotmd . the Work under a direct or indirect conlnlCt with OWNER (i) RlciIities) that have been utilized by ENGINEER in prepar- shall 001 have or acquire any title 10 or ownenhip rilhts in any ing the ConInlCt Documents. , . . . n . 4.2.2. Limittd Rtlianct by CONTRACTOR Authoriztd: 4.2.5. Po..iblt Contract Documtnts Chongt: If ENGI. Ttchnical Data: CONTRACIOR may rely upon the general NEER concludes that a change in the Contract Documents is . accuracy of the UtcchnicaJ data.. contained in such repons and requi~ as.a resuh of a condition that meets one o~ mo~ ofthe dmwings. but such reports and dmwings are not Contract cateaones ID paragraph 4.2.3.. a Work Change Direcllve or a Documents. Such "technical daIa" is identified in the Supple. Change Order will be issued as provided in Article I 0 to reflect mentary Conditions. Except for such reliance on such "tech- and document the consequences of such change. . nical daIa." CONTRACIOR may not rely upon or make any claim apinst OWNER, ENGINEER or any of ENGINEER's 4.2.6. Possiblt PriCt and Timts AtQustmtnts: An equitable Consultants with respecllO: adjustment in the Contract Price or in the Contract Times. or . both. will be allowed 10 the extent that the existence of such 4.2.2.1. the completeness of such reports and drawings unco~ or revealed ~ causes an ~ or de- for CONTRACIOR's purposes. including, but not limited crease In CONTRACTOR s ~t of, or tune reqUIred. for 10, any aspeelS of the means, methods, techniques, se. petformance of, the Work; subject. however. to the follOWIng: . quences and procedures of constrUction 10 be employed by . . CONTRACroR and.. safety precautions and progoams inci- 4.2.6: I. such. co~llIon must meet anyone or more of tlte dent therelO or categones descnbed ID paragraphs 4.2.3.1 through 4.2.3.4, - '~ -' _ . . ' . , inclusive; . 4.2.2.2. other data, Interpretanons, ClpIRJODS and mfor. I.'R_ . C Docu mabon conlliined in iuch reports or shown or indicated in 4.2.6.2. a c'_:'" In the ontract, menlS p~rsuantto such drawings, or ; ~ 4.2.5 WIll not be an aulOmallc authonzatlOn of nor I a condltlOD precedent to enlltlementto any such adjustment; 4.2.2.3.' ~y COrimACIOR interpretation of or conel... 26.3 with m_.... tha' 'd ' U ' SIOD. drawn 'rom '~~nicaI daIa" ch daIa 4... respect to .."'.. t IS pal .or on a mt " any....... or any su , "'-'- Basis ad' , C Pri '11 be bjec I interprelations .. information n"", , any ~ustmenlln onlnlCt ce WI su t , opt1IJOIIS or. 10 the provisions of plII1III3pIts 9.10 and 11.9; and . 4.2.3. NOlict of DfIf~ring ~ubsutfQCt or Physical Condi- 4.2.6.4. CONTRACIOR shall not be entided 10 any tlons: If CONTRACTOR believes that any subsutface or 8(ljustment in the Contract Price or Times if' I physical condition at or contiguous 10 the site that is uncovered ' or revealed either: 4.2.6.4.1. CONTRACIOR knew of the existence of . such conditions at the time CONTRACIOR made a final . ,,4.2.3:1. IS o!, such a. nature as 10 establ!sh ~ any commitment 10 OWNER in respect of Contract Price and technical ~ . on which CONTRACTOR '~ enll~ 10 Contract Times by the submission of a bid or becoming ~IY as provided In patllIJ8phs 4.2.1 and 4.2.2 IS materially bound under a nesotiated conlnlCt; or maccurate, or I 4.2.6.4.2. the existence of such condition could ...... 4.2.3.2. is of such a nature as to require a change in the sonabIy have been discovered or revealed as a result of ConInlCt Doc:wnents, or any examination. investigation, exploration, test or study I of the site and contiguous areas required by the Bidding 4.2.3.3. dift'ers materially from that shown or indicated in Requirements or ConInlCt Documents to be conducted by the Contract n...-."""J1ls. or or for CONTRACTOR prior to CONTRACTOR's making such final commitment. or . 4.2.3.4. . .is of an. ~ nature. and dift'ers materially . from coadittons ordinarily enc:ountered and generally recos- 4.2.6.4.3. CONTRACTOR failed 10 live the written Dized as inherent in wort of the charaI:ter pro.ided for in the notice within the time and as required by paragraph 4.2.3. Contract Documents; then . If OWNER and CONTRACTOR are unable to qree on CONTRACIOR sItaII. promptly after becoobUII aware ther=f entitlement to or as to the amount or length of any such and befcn funher disturbing coaditioas affected thereby or equitable alljustment in the Contract Price or Contract Ttmes, perfocming any Work in co...cction therewith (except in an a claim may be made therefor as provided in Articles I I and 12. I _......yas permitted by JIIlIlIlII8IIh 6.23).1IlIIify OWNER H_.OWNER. ENGINEER and ENGINEER's ConsuIt- and ENGINEER in wriliIII about such CODditiolI. CONTRAC- ants shall IIOt be liable to CONTRACTOR for any claims. lOR shalll10t funher distuJb such COllditiou. or perfoom any costs. losses or .........V" sustained by CONTRACTOR on or in . Work in ..........;.". therewith (except as aforesaid) until Ie- coo...ction with any other prqject or lII',;,,;p.led prqject. ceipt of written order to do so. ~ ~ . 4..2.4. EN!!l!'l~ R~: ENGI'."EER will ~y 4.3. P/qIiml ('-~ o........t'w..... L tl FtIdliIia: ~-f!Ie ~.......: ~. determine the necessity of OWNER's o!l\aittiiIg~additional explorllliu.. or tests with Ie- 4.3.1. S~orlndiautd:Theinformalionanddalashown SpecI\the'l-eto'iiiid ad~.qWNER in writing (with a copy to or - -.f in the CoatnIct nn.._ with respect to existq I CONl'RAC'JOlij of;EJi!.GINEER's findinp and conclusions. Undeqmund FiIciIities at or c:ontiptaus to the site is based IXl ==" - \.:.~ ~ (Xl -~ H w U::- 1& =' ~ ~ . . '-~ . infonnalion and data furnished 10 OWNER or ENGINEER ~ without the prior written approval of OWNER. CONTRAC. the owners of such Underground Facilities or by others. Unless II IDR shall repon to ENGINEER whenever any reference I is otherwise expressly provided in the Supplementary Conditions: point is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be respon. 4.3.1.1. OWNER and ENGINEER shall not be respon. sible for the accurate replacement or relocation of such refer. I sible for the accuracy or completeness of any such informa. ence points by professionally qualified personnel. lion or data; and 4.5. A-. PCBs, ............. HuanIous Wastror Radio- 4.3.1.2. The cost ofall of the following will be included in 8dift MaIaiaI: . the Contract Price and CONTRACroR shall have full n:spon- 4.5.1. OWNER shall be respODSlble for any Asbestos. sibility for. (i) reviewing and c:hceking all such information and PCBs, ~, Halardous Waste or Radioactive Material data, (d) Ior:ating all Underpound FadIities shown or indicated WICOvered or revealed at the site which was not shown or . in the Contract Documents, (Iii) coordination of the Work with indicated in Drawings or Specifications or identified in the the owners of such Underpound FaciJities during constnICtion, Contract Docwnents 10 be within the scope of the Work and and (iv) the safety and proteCtion of all such Underpound which may present a substantial danger 10 persons or propeny RIciIities as provided in paragraph 6.20 and repairing any exposed thereto in c:onnection with the Work at the site. . damage thereto resulting from the Work. OWNER shall not be responsible for any such materials 4.3.2. No' Shown or lndicaud: Ifan UndelJl'Ollnd RlcJlity brol.lllllllO the site by CONTRACroR, Subc:ontractor, Suppl~ ers or anyone else for whom CONTRACroR is responsible. I is uncovered or revealed at or contiguous 10 the site which was not shown or indicated in the Contract Documents, CON- 4.5.2. CONTRACTOR shall immediately: (i) stop all TRACroR shall, promptly after becoming aware themlf and Work in connection with such hazardous condition and in before further disturbing conditions affected thereby or per_ any area affected thereby (except in an emergency as reo I fOl1lliQg any Work in connection therewith (except in an quired by paIlIjlrap/l 6.23). and (ii) notify OWNER and -_-I as required by paIlIjlrap/l6.23), identify the owner ENGINEER (and thereafter confirm such notice in writing). of such Unde......md RIciIity and give written notice 10 that OWNER shall promptly consult with ENGINEER concern- owner and to OWNER and ENGINEER. ENGINEER will ing the necessity for OWNER 10 retain a qualified expen 10 . promptly review the Undc.......md RIciIity and determine the evaluate such hazardous condition or lake correC\Jve acbon, extent, if any, to which a change is required in the ConInlCt if any. CONTRACroR shall not be required 10 resume Work Documents to rellect and dOCllDlCllt the consequences of the in connection with such hazardous condition or in any such I existence of the Underground RlcJlity. If ENGINEER con- affected area until after OWNER has obtained any required eludes that a chan&e in the ConInlCt Documents is required, a permits related thereto and delivered 10 CONTRAClOR Work Change Directive or a Change Order will be issued as speeiaI written notice: (i) specifying that such condition and provided in Article 10 10 reflect and cIocument such conse- any affected area is or has been rendered safe for the I quences. During such time. CONTRACTOR shall be respell>- resumption of Work. or (ii) specifying any special conditions sible for the safety and proteCtion of such Undw.....md Facility under which such Work may be resumed safely. If OWNER as P10vided in JIIlIlIIIlIPh 6.20. CONTRACTOR shall be aJ- and CONTRACTOR cannot..... as 10 entitlement to or the lowed an increase in the ConInlCt Price or an extension of the amount or extent of an adjustment. if any, in Contract Price . ContnIct Times. or both,lO the elltent that they are attributable or ConInlCt TIIIIe5 as a resuh of such Work Sloppage or such to the existence of any Ubd........md RIciIity that was not speeiaI conditions under which Work is agreed by CON- shown or indicated in the Conlnlct Documents and that CON- TRACroR 10 be restimed, either pany may make a claim . TRACroR did not "- of and could not reasonably have therefor as provided in Articles II and 12. been expected to be aware of or to have anticipated. If OWNER and CONTRACTOR are lIIIIIbIe to ..- on entitle- 4.5.3. If after JeCCipt of such special written notice meat to or the IIIDOlIIIt or IeniIh of any such aclj>_ in CONTRACTOR does not..... 10 resume such Wootc based . ContnIct Price or CooInlCt TIIIIe5. CONTRACTOR may make 011 a _......."le beIicf it is unsafe. or does not ..... to a claim therefor as provided in ArIic:Ies I I and 12. However. resume such Work under such speeiaI conditions, then OWNER. ENGINEER and ENGlNEER's 0-,,,,,,,,,, shall OWNER may order such portion of the Wootc that is in . not be liable to CONTRACTOR for any claims. costs.1oaes or _-du.. with such hazardous condition or in SllCh ar- ....- r inc:urTed or ..-ined by CONTRACTOR 011 or in fec:ted area to be deleted from the Work. If OWNER and ~ with any other prqjcct or lIlIlicipded ptoject. CONTRACTOR cannot ..- as 10 entitlcment to or the amount or extent of an &lijustment. if any. in Contract Price I or Contract Tanes as a resuh of deleting such ponion of the ~~ Work. then either patty may make,a claim therefor as plo.;.to,d in AJ1icIes I I and 12. OWNER may have such 4.4. OWNER shall provide etIIi...iu,s IIIIrYeys to estab- deleted portion of the Work petformedby OWNER's own . Iish .......-c.. points for COIISlIUCtion which in ENGlNEER's forces or others in accordanc:e with Artic:Ie 7. '& ,jI.cIj,......t are --")I to enable CONTRACTOR 10 proceed - ..., ~ with the Work. CONTRACTOR shaIJ be n:spo....bie for iayina 4:5.4. To the fullest ~xtent 1~"o.;ll~ _ _ out the Work. shall protect and preserve the _.~ Illations, OWNER shall indemnify and ~_ . ..1..._ points and shall make no l'Juuopc or ,.....,.._ TRACJOR. Sit,," '.,10_. ENGlN~NGlNEER's , ::i c; :l'" \fJl 19 :<~' :Jr; 0 -;0 "" . O;::c .' ::E cJl J7 <.N I Consultants and the officers, directors, employees, agents, companies that are duly licensed or authorized in the juris. other consultants and subcontractors of each and any of diction in which the Project is located to issue Bonds or I them from and against all claims, costs, losses and damages insurance policies for the limits and cove""es so required. arising out of or resulting from such hazardous condition, Such surety and insunmce companies shall also meet such provided that: (i) any such claim. cost, loss or damage is additionaJ requirements and qualifications as may be pro- attributable to bodily injury, sickness, disease or death, or 10 vided in the Supplementary Conditions. . injury 10 or destruction of tangible propeny (other than the Work itselO, including the loss of use resulting therefrom, 5.3.2. CONTRACIOR shall deliver to OWNER. with and (ii) nothing in this subpanlgraph 4.5.4 shall obligate copies to each addilional insured identified in the Supple. . OWNER 10 indemnify any person or entity from and against !Dentary Conditions, c:ertific:ates of insurance (and other the consequences of that person's or entity's own nesli. evidence of insurance requested by OWNER or any other gonce. additional insured) which CONTRACTOR is required to purchase and maintain in accordance with paragraph 5.4. . 4.5.5. The provisions of pllJ'lI8I'lIphs 4.2 and 4.3 are not OWNER shall deliver to CONTRACTOR, with copies to intended to apply to Asbestos, PCBs. Petroleum. Hazardous each additional insured identified in the Supplementary Waste or Radioactive Material uncovered or revealed at tlte Conditions, certificates of insurance (and other evidence of I site. insunmce requested by CONTRACIOR or any other addi. tional insured) which OWNER is required to purchase and maintain in acc:onIanc:e with paragraphs 5.6 and 5.7 hereof. ARTlCl.E >-BONDS AND INSURANCE I CONTRACIVR', UabiIity 1_: 5.4. CONTRACIOR shall purchase and maintain such I hr/IJI It f, 1\.,,_.4 ad D*r BtIIIIb: liability and other insurance as is appropriate for the Work being petformed and furnished and as will provide protection S. I. CONTRACIOR shall furnish Pcrfonnance and Pay- from claims set forth below which may arise out of or result . ment Bonds, each in an amount at least equal 10 the ConInlCt from CONTRACIOR's performance and furnishing of the Price as security for the faithful perfonnance and payment of Work and CONTRACIOR's other obligations under the Con- all CONTRAC'lOR's obligations under the ConlnlCt J:locu.. InlCt Documents, wltether it is to be performed or furnished by I ments. These Bonds shall remain in effect at least unbl one CONTRACroR, any Subc:ontraclOr or Supplier, or by anyone year after the date when final payment becon.e. due. except as direetly or indireetly employed by any of them to petform or provided otherwise by Laws or J!"8'''''~ or by the ConInlCt furnish any of the Work, or by anyone for whose acts any of Documents. CONTRACIOR shall also furnish such other them may be liable: I Bonds as are required by the Supplementary Conditions. All 5.4.1. claims under workers' compensation, disability Bonds shall be in the fonn presen1led by the ConInlCt J:locu.. !Dents except as provided otherwise by Laws or Jl"ll"IA'ions, benefits and other similar employee benefit acts; I and shall be excc:utcd by such sureties as are named in the current list of"Companies Holding Certificates of Authority as 5.4.2. claims for ""~"Vf because of bodily iqjury. DC- Acceptable Sureties on FedcraJ Bonds and as Aa:eptable cupationaI sickness or disease. or death of CONTRAC- Reinsuring Companies" as published in Cirt:uIar S70 (amended) TOR's employees; . by the Audit Stall'. Bureau of Go.etlllncnt F"manc:iaI 0pera- tions. U.s. Treasury [)epanmenL All Bonds sipcd by an 5.4.3. claims for ""m>>r< because of bodily iqjury, sick- agent must be acc IM'''''* by a _\ifJed copy of such agent's ness or disease. or death of any penon other than CON- I authority 10 act. TRACroR's employees; 5.2. If the surety on any Bond furnished by CONTRAC- 5.4.4. claims for cIantaaes insured by customary penonal TOR is declared 8 banIcrupt or "" ....s insolvent or its rilht 10 iqjury liability CO\~ wbich are sustained: (i) by any I do .....mess is terminaled in any SI8te where any pan of the . penon as a result of an oIfense directly or indireetly related Project is located or it ceases 10 meet the requirements of 10 the etIIpIoyment of such penon by CONTRACroR. or(ii) plII1IIr8p/J S. I. CONTRACTOR shall within ten days then:aftcr by any other penon for any other reason; substitute anotIter~ and SIII'ety. bolh of wIticb must be I aooc:pcable 10 O. '.4: 5.4.5. claims for "".......... other than to the Work itself. .. ....-3 because of iqjury to or cIesUuction of tangible propetty o ~ ~~ wherever located. includiDg loss of use resuhing the..!,.....; I 5.3. , . oJ SlINCItJ II1itIllJ11#1ren; c..t(f' - 0/1>0- W and r_'-'I.. (~r- <<1...- - 5.3.I.=AD Bcmds IilId itiSurance required by the ConInlCt 5.4.6. claims for ""m>>r< because of bodily iqjury or ~lObe~andmaintainedb OWNERor death of any penon or property damage arising OIlt of the I .. - - y CONTRAGIOR~rbe~ n- SIII'ety or insurance ownership. maintenanee or use of any motor vehicle. 0:> - ; :0> . - . 20 . . ---- -- ---- . The policies or insurance so required by this paragraph 5.4 to ance upon the Work at the site in the amount of the full I be purchased and maintained shall: replacement cost thereof (subject to such deductible amounts with respect to insurance required by paragraphs as may be provided in the Supplementary Conditions or 5.4.7. required by Laws and Regulations). This insurance shall: 5.4.3 through 5.4.6 inclusive. include as additional insureds I (sul!iect 10 any customary exclusion in respect of profes- 5.6.1. include the interests of OWNER, CONTRAC- sionaIliability) OWNER. ENGINEER. ENGINEER's Can- TOR, SUbcontraclOrs, ENGINEER, ENGINEER's Con. suhants and any other persons or entities identified in the sultants and any other persons or entities identified in the Supplementary Conditions, all of whom shall be listed as Supplementary Conditions, each of whom is deemed to have I additional insureds. and include coverage for the respective an insumble interest and shall be listed as an insured or oflicers and employees of all such additional insureds; additional insured; 5.4.8. include the specific: coverages and be written for 5.6.2. be written on a Builder's Risk "all-risk" or open . not less than the limits of liability provided in the Supple- mentary Conditions or required by Laws or Regulations, peril or special causes of loss policy form that shall at least whichever is p-eater. include insurance for physical loss or damage 10 the Work, I temponuy buildings. falsework and Work in transit and shall 5.4.9. include completed operations insurance; insure apinst at least the following perils fire, lightning, extended coverage, theft, vandalism and malicious mischier. 5.4.10. include contnICtuaI liability insurance covering earthquake. collapse, debris removal, demolition occasioned I CONTRACTOR's indemnity obligations under paragraphs by enforcement of Laws and Regulations, water damage. 6.12.6.16 and 6.31 through 6.33; and such other perils as may be specifically required by the 5.4.11. contain a provision or endorsement that the Supplementary Conditions; . COYetlIlIe afforded will not be cancelled. materially changed 5.6.3. include expenses incurred in the repair or replace- or renewaJ refused until at least thiny days prior written notice has been given 10 OWNER and CONTRACI'OR and men! of any insured propeny (including but not limited to to each other additional insured identified in the Supplcmen- fees and cbarJes of engineers and architects); . tary Conditions 10 whom a certificate of insurance has been issued (and the certificates of insurance furnished by the 5.6.4. cover materials and equipment stored at the site or CONTRACTOR pursuant 10 paragraph 5.3.2 will so pro- at another location that was qreed 10 in writing by OWNER I vide); prior 10 being illCOlllOrated in the Work, provided that such 5.4.12. remain in effect at least until final payment and at materials and equipment have been included in an Applica- tion for Payment recommended by ENGINEER; and all times thereafter when CONTRACI'OR may be correct- . iD&. removing or replacing dqeclM Work in accordance 5.6.5. be maintained in effect unb1 final payment is made wilb pIIIBII8pb 13.12; and unless otherwise qreed to in writing by OWNER, CON- 5.4.13. wilb respect to completed operations insurance. TRACI'OR and ENGINEER wilb thiny days written notice . and any insurance coverage written on a c:laims-made basis. 10 each other additional insured 10 whom a certificate of retItItin in effect for at least two years after final payment insurance has been issued. (and CONTRACTOR shaJJ furnish OWNER and each other . .............,] insured identified in the Supplementary Condi- 5.7. OWNER shall purc:base and maintain such boiler and tioos to whom a certificate of insurance has been issued IItIICbinery insurance or additional propeny illSlll1lllCe as may evideoce "-"'ory 10 OWNER and lIIIY such additional be required by the SuppIo ~-Dtary Conditions or Laws and insured of continuation of sucb insurance at final payment "......~ wItich will include the interests of OWNER, . and _ year tbereafter). CONTRACroR,SubcoatnlclOrs. ENGINEER. ENGINEER's C'_.1mu1s and any other pet-. or entities id...difi.d in the Supp!fllkuWy Conditions. each of whom is deemed to have OWNER', u.I1/1iI1l.. r: an insanbIe interest and shall be listed as lIII insured or . 5.5. In IIdditioa to the insurance required 10 be provided by at"..rti.:o...1 insured. roNTRACTOR under pIIIBII8pb 5.4. OWNER. at OWNER's 5.8. AD the policies of insurance (and the cenific:ates or option, may JIlII'Chase and maintain at OWNER's expense other evidaIcc tbenloI) required to be JIlII'Chased and main- I OWNER's own liability insurance as will protect OWNER ..... claims wItich may arise from operations under the Wned by OWNER in KCOtdaDce wilb JIIlI'IIII'IIph 5.6 and 5.7 Coatrct Documents. will COIIt8in a jkuiision or ~Il that the coYel1lge affu..:Io.d will not be canceUed or materially :2: renewaJ I refused 1IIIb1 at least tbiny days' prior written has been II....-~ l : given 10 OWNER and CO~and ~lIIcr ....di\>o.od insured 10 whom a _tificat.o llf'~ ~bclen I 5.6. Unless otherwise p10vided in the Supplementary Con- issued and will COIIt8in waiver )lIOVisioIi?<~ ditioas. OWNER shaJJ purchase and maintain property insur- paragraph 5.11. ~~ - ffl -\("") """ 5 -<. r :J: iCil - ~ ~ -~ ~ I o~ ._ ::;;: cJ'I :P v:> . 5.9. OWNER shall not be responsible for purchasing and 5.11.2.2. loss or damage 10 the completed Project or maintaining any propeny insurance to protect the interests of pan thereof caused by, arising out of or resulting from fire I CONTRACIUR, SubconlnlCtors or others in the Work to the or other insured peril covered by any propeny insurance extent of any deductible amounts that are identified in the maintained on the completed Project or pan thereof by Supplementary Conditions. The risk of loss within such ideo- OWNER during partial utilization pursuant to paragraph Iified deductible amount. will be borne by CONTRACIUR, 14.10, after substantial completion pursuant to paragraph . Subcontractor or others suffering any such loss and if any of 14.& or after final payment pursuant to paragraph 14.13, them wisltes propeny insurance coverage within the limits of Any insurance policy maintained by OWNER covering any loss. damage or consequential loss referred to in this paragraph such amounts, each may purchase and maintain it at the 5.11.2 shall contain provisions to the effect that in tlte event of . purchaser's own expense. payment of any such loss, damage or consequential loss the 5.10. If CONTRACIUR requests in writing that other insurers will have no rights of recovery against any of CON- TRAClOR, Subcontractors, ENGINEER. ENGlNEER'sCon. speeiaI inswance be included in the propeny insurance policies sultants and the officers, directors, employees and asents of . provided under paragraphs 5.6 or 5.7, OWNER shall. if poss;. any ofthem. b1e, include such insurance, and tlte cost thereof will be charsed 10 CONTRACTOR by appropriate Change Order or Receipt and AppIieatIao of Insur8D<e Proceeds I Written Amendment. Prior to commencement of the Work at the site, OWNER shall in writing advise CONTRACIUR 5,12. Any insured loss under the policies of insurance whether or not such other insurance has been procured by required by paragraphs 5.6 and 5.7 will be adjusted with OWNER. OWNER and made payable to OWNER as fiduciary for the I insureds, as their interests may appear, subjeclto tlte require. ments of any applicable mortgage clause and of paragraph 5.13. 5.11. . W..... 0' R;,tm: OWNER shall deposit in a separate account any money so . received, and shall distribute it in accordance with such agree- 5.11.1. OWNER and CONTRACTOR intend that all ment as the parties in interest may reach. If no other special policies purchased in accordance with paragraphs 5.6 and agreement is reached the damaged Work shall be repaired or 5.7 wl1l proteet OWNER. CONTRACTOR, Subcontractors, replaced. the moneys so received applied on account thereof . ENGINEER. ENGINEER's Consultants and all other per- and the Work and the cost thereof covered by an appropriate sons or entities identified in the Supplementary Conditions to Change Order or Written Amendment. be listed as insureds or additional insureds in such policies 5.13. OWNER as fiduciary shall have power to adjust and I and will provide primary COV""'I'C for all losses and damages settle any loss with the insurers unless one of tlte panies in caused by the perils covered thereby. All such policies shall interest shall object in writing within fifteen days after the contain provisions 10 the effect that in the event of payment 0CCIlnenc:e of loss 10 OWNER's exercise ofthis power. If such of any loss or damage the insurers will have no rights of objection be made. OWNER as fiduciary shall make settlement . recovery against any of the insureds or additional insureds with the insurers in accordance with such agreement as the thereunder. OWNER and CONTRACTOR waive all riIhts parties in interest may reacb. If no such agreement among the against cadi other and their respeetive officers, c1ireetors, parties in interest is reached, OWNER as fiduciary shall adjust . employees and agents for all losses and damages caused by, and settle the loss with the insurers and, if required in writing arising out of or resulting from any of the perils covered by by any pany in interest, OWNER as fiduciary shall give bond such policies and any other property insurance applicable 10 for the proper petformance of such duties. the Work; and. in addition. waive all such riIhts against I Subcontractors. ENGINEER, ENGINEER's Consultants AH. .. to' BlIIIIIs ad 1,,-- ~; 0ptiIm to Rq/a<<: and all other persons or entities identified in the Supp!emen- 5.14. If either party (OWNER or CONTRACTOR) has any tary CoIIIliVons to be listed as insureds or additional insureds objection 10 the eoveI1Ige afforded by or other provisions of the . under such poJicies for losses and M-rc so caused. None Bonds or insurance required 10 be purchased and maintained of the above waivers shall extend 10 the riIhts that any party by the other party in accordance with Article 5 on the basis of maJciJtg such waiver may have to the proceeds of insurance ~\lI1IlIIIIce with the ConInlCt Doc:wnents. the objecting held by OWNER as trustee or otherwise payable under any party shall so notify the other pany in writing within ten days . policy so issued. after receipt of the certificates (or other evidence requested) required by pIIllIlII1Ipb2.7. OWNER and CONTRACTOR shall 5.11.2. In addition, OWNER waives all rilhts against cadi provide 10 the other such additional information in respect CONTRAC1OR, Subcontractors. ENGINEER. ENGI- of insurance provided as the other may reasonably request. If I NEER's <"""",t1qoms and the ofIicers. diJeetors. employees either party does _ purchase or maintain all of the Bonds and and lIJlCIItS-Pf any ~ them. for: insurance required of such pany by the ConInlCt Documents. C> = such party shall notify the other pany in writing of such failure I r.::S.ll.a. iiiii..aue to business intenuption.1oss of use 10 purchase prior to the stan of the Work, or of such failure 10 ~ 'btheiC...,...;;;p~liaIloss extending beyond cIireet phys. maintain prior 10 any ehange in the required coverage. Witbout riCai Iosi'&~ 10 OWNER's property or the Work ~udice 10 any other rilht or remedy. the other pany may caused 'bjl, ~t of or resulting from fire or other elect 10 obtain equivalent Bonds or insunmc:e 10 proteet such . 'iiiii: Wbether(oi- ~ insured by OWNER. and other pany's interests at the expense of the pany who was , co-~ ~.w u - ....... - ~ 22 I 0;)- ; cr- . - - --.--- ~ I required 10 provide such coverage, and a Change Order shall CONTRAC1UR will not permit overtime work or Ihe perfor. I be issued to adjusl the ContraCt Price accordingly, mance of Work on Saturday, Sunday or any lepl holiday without OWNER's written consent given after prior written notice to ENGINEER. ParIial UfIllrum-A ,."",.",,_: . 6.4. Unless otherwise specified in the General Require- 5.15. If OWNER finds it necessary to occupy or use a ments. CONTRAClOR shall furnish and assume full respon- portion or portions of the Work prior 10 Substantial Completion sibility for all materials, equipment. labor, transportation, con- I of all the Work, such use or occupancy may be accomplished in struction equipment and machinery, lools, appliances. fuel, accordanee with paragraph 14.10; provided that no such use or power, light. heat. telephone. water. sanitary facilities, tempo- occupancy shall commence before the insurers providing the rary facilities and all other facilities and incidentals necessary property insurance have acknowledged notice thereof and in for the furnishing, petformance. lesting, Slllrt-UP and cample- I writing ettected any changes in coverage necessitated theteby. lion of the Work. The insurers providing the property insurance shall consent by endorsemenl on the policy or policies. but the property insur- 6.5. All materials and equipment shall be of sood quality I ance shall not be cancelled or permitted 10 lapse on account of and new. except as otherwise provided in tlte Contract Docu. any such paniaI use or occupancy. ments. All warnmties and guarantees specifically called for by the Specifications shall expressly run to the ltenelit of OWNER. If required by ENGINEER. CONTRAClOR shall furnish I satisfactory evidence (including repons OfreqUired)6\esIS) as to ARTICLE 6-CONTRACTOR'S RESPONSIBILmES the kind and quality of materials and equipment. materials and equipment shall be applied. installeclceon~ e~. . used. cleaned and eonditioned in acco~th ~ of the applicable Supplier, except as othenw~1'lI\'ided in1lle C"> ~ - , Si\r-.'lL _S..,...l it Rtf: ConInlCt Documents. :::i C') rn r- "'" II I 6.1. CONTRACTOR shaIJ supervise. inspect and direet the -;<rn :; 10 --;:0 UJ Work competently and efliciently, devoting such attention PrrIfras SdwiIM/e: ~:;s:: .. thereto and applying such skms and expertise as may be ~ cp . necessary 10 petfonn the Work in aceordance with the Con- 6.6. CONTRAClOR shall adhere 10 tlte progress schedule IIllC\ Documents. CONTRACTOR shall be solely responsible established in accordance with paragraph 2.9 as it may be for the means. methods. techniques. seqllCllCes and procedures llIljusted from time 10 time as provided below: of construction. but CONTRAC'JOR shall not be oesponsjbJe II for the nqIigence of others in the desian or specification of a 6.6.1. CONTRACTOR shall submit 10 ENGINEER for specific means. method. technique. sequence or procedllll: of m:ep\ance (10 the extent indicated in paragraph 2.9) pro- construction which is shown or indicated in and expressly posed lK\justments in the progress schedule that wilt not II required by the ConInlCt Documents. CONTRAC'JOR shaIJ be dtaItge the ConInlCt Times (or Milestones). Such alljust- responsible 10 ... that the c:ompIcted Work complies acc:u- ments will confonn generaJly 10 the progress schedule then ndely with the Contract Documents. in ettec:t and additionally will comply with any provisions of the GeneraJ Requirements applicable thereto. . 6.2. CONTRAClOR shall keep on the Work at all times during its progress a c:ompetcnt resident superintendent. who 6.6.2. Proposed IlIljustments in the progress schedule shall DOl be rq>Iaced without written notice 10 OWNER and that will dtaItge the ConInlCt Tunes (or Milestones) shall be . ENGINEER except under eXlnouodiu.iy cirt:umstanl:es. TIle submitIed in accordance with the requirements of panIIIBpIt superintendelIt will be CONTRAClOR's ......-.dIlotive at the 12.1. Such IIIljustments may ooIy be made by a Change site and shaIJ have IWtbcJrity 10 act on behalf of CONTRAC- Order or Written Amendment in accordance with Article 12. II lOR. All __........~. to the superintendeat shall be as biDdiQg as if liven to CONTRAC'JOR. 6.7. fill' .." ''OIoEqwl'' 1_: lAar. Jf.d .w..." &j4 -qt. 6.7.1. Wbeoewcr an item of material or equipment is . specified or described in the Comract Documents by using 6.3. CONTRAC'JORshallprovidec:ompctenl, suitablyqllll- the name of a propI ictary item or the name of a particular ified perlOllllCl to _y. layout and _ the Work as Supplier, the ipeeHication or desc:riptioo is intended to I required by the Contract Documenls. CONTRAC'JOR shall at ~ the type. fwtc:tion and quality required. Unless the all times maintain aood discipline and order at the site. Except ~,~ or description contains or is followed by words as otherwise required for the safety or procection of penoos or JQding that no like. equivalent or "or:equal" item or.1IO the Work or pfllt-lY at the site or alljacent thereto. and except substiwtion is permitted. other items of material or equip- . as otherwise indicated in the ConInlCt Documenls. all Work at _ or matcriaI or equipment of other ~ may be the site shall be petfonned during reauIar wortcin& houn and accepted by ENGINEER underthefollowin&c:in:unIstances: I 23 I 6.7.1.1. "Or-Equal": If in ENGINEER's sole disc:re. construc:tion is shown or indicated in and expressly required by lion an item of material or equipment proposed by CON. the Contract Documents, CONTRACTOR may furnish or I TRACIOR is funclionally equal to that named and sufIi.. utilize a substitute means. method. technique. sequence or cienlJy similar so that no change in related Work WIll be procedure of constl'llClion acceplllble to ENGINEER. CON. required, it may be considered by ENGINEER as an TRACIOR shall submit sufficient information to allow ENGI- . "or-cqual" item. in which case review and approval of the NEER. in ENGINEER's sole discretion. to determine that the proposed item may. in ENGINEER's sole diseretion. be substitute proposed is equivalent to that expressly called for by accomplished without compliance with some or all of the the Contract Documents. The procedure for review by ENGI- requirements for acceptance of proposed substitute items. NEER will be similar to that provided in subparagraph 6.7.1.2. I 6.7.1.2. Substilult Iltms: If in ENGINEER's sole 6.7.3. EngiM~r'. EvaJualilm: ENGINEER WIll be allowed discretion an ilem of material or equipment proposed by a reasonable time within which to evalUate each proposal or I CONTRAC'IOR does not qualify as an "or-cqual" ilem submillal made pursuant 10 pangraphs 6.7.1.2 and 6.7.2. under subparasr.lph 6,7.1.1. it will be considered a pro- ENGINEER will be the sole judge of acceptability. No "or- posed substiwte ilem; CONTRAC'IOR shall submit suffi- equal" or substitute will be ordered, installed or utilized cient information as provided below 10 allow ENGINEER without ENGINEER's prior wrinen acceptance which will be I 10 determine that'. the ilem of material or equipment evidenced by either a Change Order or an approved Shop proposed is essentially equivalent to that named and an Drawing. OWNER may require CONTRACroR to furnish at acceplllble substiwte therefor. The procedure for review CONTRACTOR's expense a special petformance guarantee or I by the ENGINEER will include the following as supple. other surety with respect to any "or-cqual" or substitute. mented in the General Requirements and as ENGINEER ENGINEER will record time required by ENGINEER and may. decide is apprcipriate under the cin:umstances. Re- ENGINEER's Consultants in evaluating substitutes proposed quests for review of proposed substitute items of material or submitted by CONTRACIUR pursuant to paragraphs 6.7.1.2 I or equipment WIll not be aa:epted by ENGINEER from and 6.7.2 and in making changes in the Contract Documents (or anyone' other than CONTRACroR. If CONTRACTOR in the provisions of any other direct c:ontntct with OWNER for wishes 10 furnish or use a substitute item of material or work on the PIoject) oc:casioned thereby. Whether or not equipment. COJlltRACToR shall first make wrillen appIi- ENGINEER aa:epts a substitute item so proposed or submit. I cation 10 ENGINEER for acceptance thereof, certifying led by CONTRACIUR, CONTRAC'IOR shall reimburse that the proposed substitute will petfonn adeqlllllely the OWNER for the charges of ENGINEER and ENGlNEER's functiims and achieve the results called for by the JleIIeraI Consultants for evaluating each such proposed substitute item. I design, be similar in substance 10 thai specified and be suited 10 the same use as that specified. The application will state the extent. if any. to which the evaluation and C II J~ su. tII _. SIIpJIIien QlII/ Oth4n: aec:eptanee of the proposed substitute will prejudice CON. I TRAClOR's achievement of Substantial Completion on 6.8.1. CONTRACroR shall not employ any Subcon- time. whether or not acceptance of the substitute for use in 1nlCtor. Supplier or other penon or orpnization (including the Work WIll require a change in any of the ConInlCt those acceptable 10 OWNER and ENGINEER as indicated Documents (or in the provisions of any other direct in pat1IgI'llph 6.8.2). whether initially or as a substitute, I c:ontntct with OWNER for work on the PIoject) 10 adapt apinst whom OWNER or ENGINEER may have reason- the desip 10 the proposed substitute and whether or IIlIl able ~. CONTRACTOR shall not be required 10 inc:orponWon or use of the substitute in c:onneetion with aD/lIOy any SubconlnlCtor, Supplier or other person or . the Work is subject to payment of any license fee or llIJllIIIimtion to furnish or petform any of the Work against royalty. All variations of the proposed substi1ute from thai whom CONTRACTOR has reasonable objection. specified will be identified in the appIic:ation and available .....;",....."C:f'. repair and replacement service will be indi- 6.8.2. If the Supplementary Conditions require the iden- . cated. The application will also COIIl8in an itemimd esli- tity of cenain Subc:tmual:tors. Suppliers or other persons or _ of all costs or eredits that will result diret:lly or 0IIP'.u..."oas (mcIutIing those who are 10 furnish the princi- indirectly from acceptance of such substitute. including pal items of materials or equipment) to be submitted 10 costs of redesiJn and t:Iaims of other c:ontrat:tors 8Ifec:ted OWNER in lIdvance of the specified date prior to. the I by the resulting cban8e. all of which will be c:<la.;d~red by Eft'ective Date of the Asrea'lClll for acceptance by OWNER ENGINEER in evalllllling the pruposed substitute. EN- and ENGINEER. and if CONTRACTOR has submitted a GINEER may require CONTRAC'IOR to furnish UIi- list thereof in _dlu.c:e with the Supplcmentary ContJi. . tioaaI tIaIa about the proposed substitute. lions, OWNER's or ENGINEER's .~~ (either in writina or by DiIinI to make written objection thereto by the 6.~ CONTRAC1VR'. Ez,wM~: All tIaIa to be date jnd;""'M for .~ or objection in the bidding pIOv' Y CONltRAcroR in support of any propu.ed documents or the ContrIct Documents) of any such StJbeon. I "or<<Pl!5' ot,~ item will be at CONTRACTOR's 1nlCtor. Supplier or other person or llfIllII\izatio so icIentified cu se::: 0::. - may be ~ on the basis of reasonable objection after ~.:-- '..J.l. - "'- n~ .a dC due m-o;,... in which case CONTRACTOR shall ~ 6.?;2.~:~1rrI~ M~rhods OI'l'roct!dun..-Ifa mil an ~eceptlIbIe substitute. the ContrIct Price will be I specific: . ~. sequence or procedure of 8Iljusted by the difference in the cost oc:casioned by sueh -= . 1),6 ffi U 3 ...... S 24 I 0:> (j'l .. . substitution and an appropriate Change Order will be issued of the Work or the incorporation in the Work of any invention, I or Wriuen Amendment signed, No acceptance by OWNER design, process. product or device which is the subject of or ENGINEER of any such Subcontractor, Supplier or other patent rights or copyrights held by others. If a panicular person or organization shall constitute a waiver of any right invention, design, process, product or device is specified in the of OWNER or ENGINEER to reject dtftc/ivt Work. Contract Documents for use in the petformance of the Work . and if to the &c:tual knowledge of OWNER or ENGINEER its 6.9.1. CONTRACTOR shall be fully responsible to use is subject 10 patent rilhts or copyrights calling for the OWNER and ENGINEER for all acts and omissions of the payment of any license fee or royalty to others. the existence of II SUbcontraclOrs, Suppliers and other persons and orpniza- sueh rights shall be disc:losed by OWNER in the ConlnlCt lions petforming or furnishing any of the Work under a direct Documents. To the fullest extent permiued by Laws and or indirect contnlCt with CONTRACTOR just as CON- Regulations, CONTRACTOR shall. indemnify and hold haim- TRACTOR is reS\XlRSible for CONTRACTOR's own acts less OWNER, ENGINEER, ENGINEER's Consultants and I. and omissions. Noihing in ihe ConlnlCt Documents shall the officers. directors, employees, agents and o~r consultants ereate for the benefit of any such SubcontraclOr. Supplier or of each and any of them from and against aIDJ:laims, costs, other person or organization any conllllctual relationship losses and damages arising out ofC!r resu~ fiv!.iil any !I between OWNER or ENGINEER and any such Subcon- infringement of patent rights or copyrigb&jJlcid~to t~ in tractor, Supplier or other person or orpnization, nor shall it the performance of the Work or resulmiil'!.rtm !!!: i~llI- ereate any obligation on tlte pan of OWNER or ENGI- tion in the W~ of ~y invention. des~ f~ss, Proi!fl or NEER to payor to see to ihe payment of any moneys due device not specified m the Contract ~ts.~ Sa any such SubcontraclOr. Supplier or other person or organi- -m . zation except as may otherwise be required by Laws and '0::0 'P. Regulations. ~. ~~ ~ . 'P .r;:' 6.9.2. CONTRACTOR shall be solely responsible for 6.13. Unless otherwise provided in the Supplementary . seheduling and coordinating ihe Work of Subcontractors. Condilions. CONTRACTOR shall obtain and pay for all con- Suppliers and other persons and organizalions performing or struetion pennits and licenses. OWNER shall assist CON- !I furnishing any of the -Work under II direct or indirect conlnlCt TRACTOR. wlten necessary, in obtaining such permits and wiih CONTRACTOR. CONTRAClOR shall require all Su~ licenses. CONTRACTOR shall pay all JOverDmental charges c:ontractors, Suppliers and such other persons and orpniza- and inspection fees necessary for the prosecution of the Work, tions petforming or furnishing any of the Work 10 eonununi- which are applicable at the time of opening of Bids, or, if there !. c:ate wiih the ENGINEER ihrough CONTRACTOR. are no Bids, on the Effeetive Date of the Agreement. CON- 6.10. The divisions and sections of the Specifications and TRACTOR shall pay all charges of utility owners for connec- tions to the Work, and OWNER shall pay all charges of such the identifications of any Dtawings shall not control CON- utility owners for capital costs related thereto such as plant II TRACTOR in dividing the Work among Subcontractors or investment fees. Suppliers or delineating the Work 10 be performed by any specific 1IlIde. 6.11. All Work performed for CONTRAClOR by a Su~ Laws alIIl ..,.,..,....: . c:ontractor or Supplier will be pursuant 10 an appropriate 6.14. I. CONTRACTOR shall give a1ll1lltices and comply .....mellt between CONTRACTOR and the Subcontractor or with all Laws and Regulations applicable 10 furnishing and Supplier which specifically binds the SubconlnlCtor or Supplier perfonnance of the Work. Except where otherwise expressly . 10 the appIic:abIe tenDS and conditions of the ConInlCt Doc:u- required by applicable Laws and P"ll',I.'n... neither OWNER meots for the benefit of OWNER and ENGINEER. Whenever nor ENGINEER shall be responsible for monilOring CON- any such qreemcnt is with II SubconlnlCtor or Supplier who is TRACTOR's c:ompIiance with any Laws or Rqpdations. IisIed as an lldcIitionllI insured 01\ the propetty insmaDce . provided in JIIIlIlllI1lIlh 5.6 or 5.7. the ....llCIIlaIt between the 6.14.2. If CONTRACTOR performs any Work knowil1g CONTRAClOR and the Subc:onInlCtor or Supplier will C0l\- or having reason 10 ~ 1bat it is COOlJlIIY to Laws or lain provisions wbeIeby the Subcontractor or Supplier waives 1l"ll',I.'n... CONTRACTOR shall bear all claims. costS. . all rilhu apinst OWNER, CONTRACTOR, ENGINEER, losses and cIaInaaes caused by. arising out of or resulting ENGINEER's ConsuItanls and all otheradditional insureds for 1b.o4luu.; however, it shall not be CONTRACTOR's pr;- all losses and dP..... caused by. arising out of or resulting mary responsibility 10 make c:enain 1bat the Specifications from any of the perils covered by such policies and any other and DtawiDp are in accordance with Laws and Rqpdations. . ..........,,, insurance eppIicabIe 10 the Work. If the insurers on but this shall IIllt reIieYe CONTRACTOR of CONTRAC:- any such policies require lIepIIIlIle waiverfonns 10 be siped by lOR's MIip...... under JIIII'IIII'llP6 3.3.2. r any Subw.,tnu:tor or Supplier. CONTRACTOR will obtain the same. . 7laa: """'" Pea tIIIII ."",IIia: 6. IS. CONTRACTOR shall pay all sales. c:onsumer, use . "6.12. CONTRACTOR shall pay all license fees and royaJ- and other similar taxes required 10 be paid by CONTRAClOR ties and assume all costs incident 10 the use in the petformance in accordanc:e with the Laws and ",*'IA'ions of the place of 2S . .- I the Project which are applicable during the performance of the the Work. these record documents, Samples and Shop Draw. Work. ings will be delivered 10 ENGINEER for OWNER. I Uu of 1'rmIi.sG: Slifdy 1IIIIl1'rr1tl!dian: 6.16. CONTRAClOR shall confine construction equip- 6.20. CONTRAClOR shall be responsible for initiating. . ment, the slonIge of materials and equipment and the openo- maintaining and supervising all safety precautions and pre>- lions of workers 10 the site and land and areas identified in and gnuns in connection with the Work. CONTRAClOR shall take I permitted by the ConInlCt Documents and other land and areas all necessary precaulions for lite safety of. and shall provide permitted by laws and Regulations. rilhts-of-way. pennits and the necessary protection 10 prevent damage. iqjury or loss 10: easements, and shall not unreasonably encumber the premises with construction equipment or other materials or equipment. 6.20.1. all persons on the Work site or who may be . CONTRACTOR shall assume full responsibility for any dam- affected by the Work; age 10 any suc:h land or area. or 10 the owner or OCCIIplllIt th~ or of any lIIljacent land or areas, resulting from the 6.20.2. all the Work and materials and equipment to be I perfonnance,of the Work. Should any claim be made by any ineorporated therein. whether in storage on or off tlte site; sueh owner or OCCIIplllIt because of the performance of the and Work. CONTRAcroR shall promptly settle with sueh other party by negotiation or:otherwise resolve the claim by arbilnl- 6.20.3. other property at the site or adjacent tlterelO. . lion or other dispute resolution proceeding or at law. CON- including trees. shrubs, lawns, walks, pavements, roadways, TRACToR shall, iii the fullest extent permitted by laws and strucWres, utilities and Underground Facilities not desig- Regulations. indemnify and hold hannIess OWNER, ENGI. nated for removal. relocation or replacement in the course of NEER. ENGINEER's Consuhant and anyone directly or construction. I indirectly employed by any of them from and against all claims, costs. I~ and damages arising out of or resulting from any CONTRACTOR shall c:omply with all applicable laws and claim or action. IepI or equitable, brought by any sueh owner ""Il'd.rinqs of any public body having jurisdiction for safety of I or OCCUpant against OWNER. ENGINEER or any other party persons or property or to protect them from damage. iqjury or indemnified hereunder 10 the extent caused by or based upon loss; and shall erect and maintain all necessary safeguards for CONTRACTOR's performance of the Work. sueh safety and protection. CONTRAClOR shall notify 0wn- ers of adjacent property and of Underground Facilities and I 6.17. During the prllllI"eSS of the Work, CONTRACTOR utility owners when prosecution of the Work may affect them. shall keep the prentises free from accumulations of waste and shall cooperate with them in the protection, removal, materials. rubbish and other debris resulting from the Work. At relocation and repl", tll.t./It of their propeny. All damage. . the completion of the Work CONTRACTOR shall remove all iqjury or loss 10 any property referred 10 in paI3gIlIllh 6.20.2 or waste materials. rubbish and debris from and about the pre- 6.20.3 caused, directly or indirectly, in whole or in part, by .m- as well as all tools, appliances. CIlIISIrUCtion equipment CONTRACTOR, any SubconlnlCtor. Supplier or any other and machinery and surplus materials. CONTRAClOR shall penon or orpnization directly or indirectly employed by any . leave the site clean and ready for oceupancy by OWNER at of them 10 perfonn or furnish any of the Work or anyone for SubsrantiaJ Completion of the Work. CONTRACTOR shall whose 8ClS any of them may be liable. shall be remedied by restore to original condition all property not desilnated for CONTRACTOR (except damage or loss attributable 10 the alteration by the CooInlCt Documents. fault of DtawiDp or Specifieations or 10 the 8ClS or omissions I of OWNER or ENGINEER or ENGINEER's Consultant or 6. la. CONTRAClOR shall not load nor permit any part of anyone ~,ed by any ofthemoranyone for whose acts any any stnICItIre 10 be Io8ded in any _ that wiD encIanaerthe of them may be liable, and not attributable. directly or indi- I stnICItIre. nor shall CONTRACTOR suIlject any part of the rectly, in whale or in part. to the fault or neslisence of Work or lIIljacent pn.,...lly to stresses or pressures that will CONTRACTOR or any Subcontractor. Supplier or ocher per_ ........... it: 101\ or Oi....;..,~... directly or indirectly employed by any of them). CONTRACTOR's duties and .....,..-ibilities for safety I and for ...~. oftbe Work shall continue until such time as ""'P,r -. all the Work is _p'-'ed and ENGINEER has issued a notice to OWNER and CONTRACTOR in accordance with PIlI1l- 6.19. CONTRAClOR shall maintain in a safe place at the graph 14.13 that the Work is K""ep\lIbIe (except as otherwise . site one recqQcopy ~ DtawiDp. Specml"'tioos. Add-l., expressly .......ided in c:onnection with SubsrantiaJ CompIe- Written "'m,QI_nl&~ 0nIers. Work ~ DiMe- tiaal. lives FIllId Oillel's'-rantbwritten inter)lretatiaa and cIarific:a.. I tions'((~~t..!!' paI3gIlIllh 9.41 in aood order and SIll." R.,.. antIOI8Ieil to~,-~-Cbanges made duriaJ construction. _: - ~. These reconI e'O'-o~together with all approved Samples and a~ (jj.!I! app.ooed Shop DtawiDp will be 6.21. CONTRACTOR shall cIesipate a qualified and expe- I a~. to E!!91NIDlJ;for ref",-c.. Upon compWion of rienced safay ......_.uative at the site whose duties and ~ u... "9 r:t:J 26 CT\ I . responsibilities shall be the prevention of aa:idents and the 6.25.1.1. all field measurements. quantities, dimen- I maintaining and supervising of safety precautions and pro- sians. specified performance criteria. installation require- grams. ments. materials, catalog numbers and similar information ...ith respecttltereto, . HIIZ1IId C_H"";--=-' PI..,--s: 6.25.1.2. all materials with respect to intended use, fabrication. shipping, handling, slOrage. assembly and 6.22. CONTRACTOR shall be responsible for eoordinating installation penaining to the petformance of the Work. and I any exehange of material safety data sheets or other hazard communication information required 10 be made available 10 or 6.25.1.2. all information relative to CONTRACTOR's exchanged between or among employers at the site in accor- sole responsibilities in respect of means, methods, tech- dance with Laws or Regulations. niques, sequences and procedures of construction and I safety precautions and programs incident thereto. Ji"'JLI"~: CONTRACTOR shall also have reviewed and coordinated I 6.23. In emergencies affecting the safety or protection of each Shop Drawing or Sample with other Shop Dtawings and Samples and with the requirements of tlte Work and the persons or the Work or propeny at the site or adjacent ConlnlCt Documents. therelO. CONTRACrOR. without special instruction or au- I thorization from OWNER or ENGINEER. is obligated 10 6.25.2. Each submillal will bear a stamp or specific act to prevent threatened damage, i!\iury or loss. CON- written indication that CONTRACrOR has satisfied CON- TRACTOR shall give ENGINEER prompt written notice if TRACTOR's obligations under the Contact Documents with CONTRACTOR betieves that any significant changes in the respect to CONTRACrOR'S review and approval of that . Work or variations from the ConInlCt Documents have been submiIIaI. caused thereby. If ENGINEER detennines that a change in the ConInlCt Documents is required because of the action taken by CONTRACTOR in response 10 such an elftellClleY. 6.25.3. At the time of each submission. CONTRACTOR I a Work Change Directive or Change Order will be issued 10 shall give ENGINEER specific written notice of such van- doc:ument the consequences of such action. ations. if any. that the Shop Drawing or Sample submitted may have from tlte requirements of the Contract Documents. such notice to be in a written communication sepanlte from . 6.24. SIttIp Drawi1tp ad V .... the submittal; and. in addition, shall cause a specific notation 10 be made on each Shop Drawing and Sample submitted 10 6.24. J. CONTRACTOR shall submit Shop Dtawings 10 ENGINEER for review and approval of each such variation. . ENGINEER for review and approval in accordance with the 6.26. ENGINEER will review and approve Shop Dtawings accepted schedule of Shop DtawiDp and Sample submiIIaIs (see JIIlI1III1Iph 2.9). All submittals will be identified as and Samples in accordance with the schedule of Shop Dtaw- ENGINEER may require and in the number of copies jogs and Sample submillals accepted by ENGINEER as re- I specified in the GeneraJ Requirements. The data shown on quired by JIIlI1III1Iph 2.9. ENGINEER's review and approval the Shop DtawiDp will be complete with respect to quanti- will be only 10 cIetennine if the items covered by the submillals ties. dimensions. specified petformance and design c:riteria, will. after installation or incorporation in the Work. conform 10 mareriaJs and similar data 10 show ENGINEER the materi- the information given in the ConInlCt Documents and be . aIs lIIIlI equipment CONTRACTOR "'.....-. to provide and compatible with the design eoncept of the completed Project as to eaabIe ENGINEER 10 review the information for the a func:tionina whole as indicated by the Contract Documents. . limited purposes required by JIIlI1III1Iph 6.26. ENGINEER's review and approval will not extend 10 means, I . methods. techniques. sequeoc:es or procedures of c:onstruetion 6.24.2. CONTRACTOR sItaII also submit Samples to (except where a particular means, method, technique, se- ENGINEER for review and lqIpI'OvaI in acconIanc:e with queace or procedure of c:oastruction is specifically and ex- aid 8eCepled schedule of Shop DtawiDp and Sample ~ pressly called for by the ConInlCt Documents) or 10 safety I millaIs. Each Sample will be ;.t,.dified cleuty as to tItIIIeriaI. precautions or )Iro8IlIIIIS incident thereto. The review and . S1lpp1ier. p..1iu.ut data such as cataIotl numbers and the use approval of a sepatate item as such WIll not indic:ate approval of far which intended and otha wise as ENGINEER may the assembly in which the item functions. CONTRACTOR teqUire 10 enable ENGINEER 10 review the submia:aI for shall make correCtions required by ENGINEER, and shall . the limited purposes required by JIIlI1III1Iph 6.26. The IIlIID- return the required number of COI1'eCted copies of Shop Dtaw- ben of each Sample to be Sld,ppIted will be as IF [ IfWt in jogs and submit as required new Samples for review and the S...-.....u-,. l!ppIOVaI. CONTRACTOR shall direc:t spec:ific; attention in I writing to revisions other than the ~Ied for by ENGINEER on previous submittals. C;. ....,. ~ 6.25. SI' 'Pr . . """.n t'T'\ - ;0;:_ . CO ~ 6.27. ENGlNEER's review and50f-S~DI'IlW- . 6.25.1. Before submitti... each Shop Dtawing or Sam- jogs or Samples shall not relieve CO - Rrrom~ pie, CONTRACTOR sItaII have dete....;....t and verified: sibility for any variation from the requi of~ ~ ~. -m 0> - ;;0 ..0 27 C>~ ,.. . '::;;: c.n 'P '+ Documents unless CONTRAC'IOR has in writing called EN- 6.30.2.5. any acceptance by OWNER or any failure to . GINEER's attention 10 each such variation at the time of do so; ,ubmission as required by paragraph 6.25.3 and ENGINEER I ha; given wrillen approval of each such variation by specific 6.30.2.6. any review and approval of a Shop Drawing wrinen notation thereof incorporated in or accompanying tlte or Sample submittal or the issuance of a notice of accept. Shop Drawing or Sample approval; nor will any approval by ability by ENGINEER pursuant to paragraph 14.13; . ENGINEER relieve CONTRACIOR from responsibility for 6.30.2.7. any inspection, test or approval by others; or complying with the requirements of paragraph 6.25.1. 6.28. Where a Shop Dtawing or Sample is required by the 6.30.2.8. any correction of dt/tClivt Work by OWNER. I Contl1lCt Documents or the schedule of Shop Drawings and Sample submissions accepted by ENGINEER as required by I~: paragraph 2.9, any related Work petformed prior to ENGI- . NEER's review and approval of the pertinent submillal will be 6.31. To the fullest extent permitted by Laws and Regula. at the sole expense and responsibility of CONTRACTOR. tions, CONTRAC'IOR shall indemnify and hold harmless OWNER, ENGINEER, ENGINEER's Consultants and tlte . Co1llinuing 1M wort: officers, directors, employees. agents and other consultants of each and any of them from and against all claims. costs, losses and damages (including but DOt limited 10 all fees and charges 6.29. CONTRACIOR shall carry on the Work and adhere of engineers, architects, allorneys and other professionals and I to the progress schedule during all disputes or disagreements all coon or arbitnllion or other dispute resolution costs) caused with OWNER. No Work shall be delayed or postponed pend- by, arising out of or resulting from the petformance of the ing resolution of any disputes or disagreements, except as Work. provided that any such claim. cost. loss or damage: (i) is permitted by paragraph 15.5 or as OWNER and CONTRAC- attnltutable 10 bodily iqjury, sickness, disease or death, or to . TOR may otherwise agree in. writing. qury 10 or desUuetion of tangible property (other than the Work itself), including the loss of use resulting therefrom, and (ii) is caused in whole or in part by any negligent act or I 6.30. CON171ACTOR', Geurrd W....-, tIIIII G_......: omission of CONTRACIOR, any SubconlnlCtOr, any Supplier. any person or OI'JlIIIIization directly or indirectly employed by 6.30.1. CONTRACIOR WlIJTllIIts and gwuantees 10. any of them 10 petform or furnish any of the Work or anyone OWNER, ENGINEER and ENGINEER', Consultants that for whose aels any of them may be liable, regardless of whether . all Work will be in accordance with the ConInlCt Documents or not caused in part by any negligence or omission of a person and will not be dtftclivt. CONTRACIOR's WlIJTllIIty and or entity indemnified ltereunder or whether liability is imposed gwuantee hereunder excludes defects or damage caused by: upon such indemnified party by Laws and Regulations regard- . less of the negIigeIIce of any such person or entity. 6.30.1.1. abuse, modification orimproper maintenance or openIlion by persons other than CONTRACTOR, SuI>- 6.32. In any and all claims against OWNER or ENGI- contractors or Suppliers; or NEER or any of their respective consultants, agents, officers. I directors or employees by any employee (or the survivor or 6.30.1.2. normal wear and tear under normal usage. personal representative of such employee) of CONTRACTOR. any Subconll'lll:lor, any Supplier. any person or orpnization 6.30.2. CONTRACTOR'sob1igation 10 petfonn and com- directly or indirectly employed by any of them to petfonn or . plete the Wort in accordance with the Contract Doeuments furnish any of the Work. or anyone for whose aels any of them shall be absolute. None of the following will constitute an may be liable. the indemnification obligation under plIIlI8I'llJlh .~ of Work that is not in ........dlu.a: with the 6.31 shall not be limited in any way by any limitation on the I Contract Documents or a reIcase of CONTRACTOR's obIi- amount or type of dB..... ' compensation or benefits payable gation to petfonn the Work in accordance with the Contract by or for CONTRACTOR or any such SubconlnlCtor, Supplier Tlnco''''"'ts: or other person or orpnization under worlcen' compensation acts. disability beodit aels or other employee benefit aels. I 6.30.2. I. observations by ENGINEER; 6.33. The ~...;f"",hooI obIiptions of CONTRACTOR 6.30.2.3. .ec:ommendation of any progress or final under JIIIIlIlII8lIh 6.31 shall not estend 10 the liability of ENGI- NEER and ENGINEER's Consultants. officers. directors, payment by ENGINEER; .....,Au.- or agents caused by the professional negligence. . . errors or omissions of any of them. 6.30.2.3. cdle ,-~_ of a certificate of Substantial Completion 6?any piYinent by OWNER 10 CONTRAC- . roR~r~COi1fraa~; s.niYtIIof014 r n- :r: ,u.l - : .~. "",__.J>- 6.30 4. use_or,;~ of the Work or any part 6.34. All representations. indemnification. wamnties and . thereof by OWN~_w: JPIlU1IlIleeS made in, required by or Biven in accordance with -=- -. = : 1-4; 'dk ffi u~ 28 ,~ u- ~ . 0:> ~ I the ContlllCl Documents. as well as all continuing obligations CoonIinalion: . indicated in the ContlllCl Documents. will survive final pay. ment, completion and acceptance of the Work and termination 7.4. If OWNER COn!racls with others for tlte,petf~nnance or completion of the Agreement. of other work on the Project at the SIte. the follOWIng WIll be set forth in Supplementary Conditions: . 7.4.1. the person. firm or corporation who wJ1l have authority and responsibility for coordination of tlte activities ARTICLE 7-aTHER WORK among the various prime contractors will be identified; I 704.2. the specific matten; to be covered by such author- ityand responsibility will be itemized; and . RdI1IaI WIri: III Site: 704.3. the extent of such authority and Rsponsibilities will be provided. 7.1. OWNER may petform other work related to the Project at the site by O~ER's own fo~s. or let oth~r Unless otherwise provided in the Supplemen'eB' Condi- . dIrect contracts therefor whIch shall contain General Condl- tions. OWNER shall have sole authority and respGlQibility in tions similar to these, or have other work petformed by respect of such coordination. O"T1 <=;?;I utility owners. If the fact that such other work is to be ~S?: g . u petformed was not noted in the Contract Documents, then: n-:J - ~ . (i) wrinen notice thereof will be given 10 CONTRACI'OR . . - u prior 10 startins any such other work, and (ii) CONTRAC- ARTICLE 8--OWNER S RESPONSIBIL~ "'" fii'i1 TOR may make a claim therefor as provided in Anicles II . I'T'1 :n: ~ . and 12 if CONTRAcroR believes thaI such petformance , " 0 ~ ~'P . will involve additional expense 10 CONTRACTOR or re- . 8.1. Exceptas~provided!n~'Gene Condl- . add' . naI' and th . unable lions. OWNER shall ISSUe all commumc:atidii51O C - qwres Iho hIDe e JIIlI1Ies are to agree as lOR throush ENGINEER. to the amount or extenl thereof. I I 8.2. In ease of termination of tlte employment of ENGI- I 7.2. CONTRAClOR shall afford each other contraetor NEER. OWNER shall appoinl an engineer against whom wbo is a pany 10 such a direct contract and each utility CONTRAClOR makes no reasonable objection, whose S1atUS I. owner (and OWNER, if OWNER is performing the addi- under the ConInlCt Documents shall be that of the former I tionaJ work with OWNER's employees) proper and safe ENGINEER. access 10 the site and a reasonable opportunity for the introduetion and SlOrase of materials and equipment and the 8.3. OWNER shall furnish the data required of OWNER . execution of such otlter work and shall properly connect and under the ConInlCt DoculDents promptly and shall make pay- coordinate the Work with theirs. Unless otherwise provided IDenlS 10 CONTRAC1OR promptly when they are due as in the Contraet Doeuments. CONTRACTOR shall do all provided in pantgrapbs 14.4 and 14.13. I cuttins. fitting and patChing of the Work that may be required to make its several parts come together properly and inte- 8.4. OWNER's duties in respecl of providins lands and grate with such other work. CONTRACIOR shall not en- easements and providing engineering surveys 10 establish ref- danger any work of otbers by eutting. excavating or other- erence points are sel forth in paI'IIBI'lIpbs4.1 and 4.4.1'ara1nqJh . wise aiterins their work and will only CUI or alter their work 4.2 refers 10 OWNER's identifrill& and making available to with the written consent of ENGINEER and the othen; CONTRACTOR copies of repons of explontions and tests of whose work will be affected. The dillies and responsibilities subsutfaI:e eonditioos at the site and drawings of physical of CONTRACrOR under this JIIlI'lIII'IIIh... for the benefit of eondilioos in existing _ at or contiguous to the site that I such utility owners and other contraaors to the extent that have been utilized by ENGINEER in preparing the ContnlCl I m- are comparable provisions for lhe benefit of CON- Documents. TRAcroR in said direct conllacts between OWNER and 8.5 OWNER' .....,:.,_ . of dJ' _.._~ '~:Ii ---' othe .--- . s 1a1ICJIISI~ m respecl pur lIlSIIlI I ....... uu ty owners..... r conu_... and . ., JiabiIit. and' .......... IIIIIIIIIaInnlg y ..._,y 1lISIU'IIIICe'" set ...... m 7.3. If the proper exec:u1ion or results of any PItt of JI8IBII1IPhs 5.5 tIuouIh 5.10. CONTRACTOR's Work depends upon work perfonned by 8.6. OWNER is obIigaIed to execute Change Orders as . others under this AnicIe 7. CONTRACTOR sha1I inspect such indicaled in paI'IIInlJIh lOA. other work and promptly report to ENGINEER in wrilinll any delays. defects orcleficiencies in iUch other work thar renderit 8.7. OWNER's responsibility in respecl of cen8in inspec- I. _Y8iIabIe or unsuitable for the proper execution and results lions. tests and approvals is set forth in paI'IIBI'lIpb 13.4. of CONTRACTOR's Work. CONTRACTOR's failure so 10 report will COIlSlitute an JU:CqIlIInce of such other work as fit 8.8. In connection with OWNER's rilht to stop Work or and properforinlellnltion with CONTRACTOR's Workel<cepl suspend Work.... JI8IBII1IPhs 13.10 and 15.1............." 15.2 . forlatentornonapparentdefectsandclelicienciesinsuchother deals with OWNER's rilht 10 k:m.inate services of CON- work. TRACTOR under certain cin:umstances. II ~ I 8.9. The OWNER shall not supervise, direct or have observations ofCONTRAClOR's Work ENGINEER will not I control or authority over, nor be responsible for, CONTRAC- supervise, direct, control or have authority over or be respon- TOR's means. methods, techniques, sequences or procedures sible for CONTRAClOR's means. methods, techniques, so- of conslrl/Ction or the safety precautions and programs incident quenc:es or procedures of construction, Or the safety ~recau- therelO, or for any failure of CONTRACTOR 10 comply with tions and prognuns incident thereto, or for any fllllure of I Laws and RegUlations applicable to the furnishing or petfor- CONTRACTOR to comply with Laws and Regulations appli- mance of the Work. OWNER WIll not be responsible for cable to the furnishing or petfonnance of the Work. CONTRACTOR's failure to perfonn or furnish the Work in I accordance with tlte Contract Documents. Proj<<l R..I"_p~: 8.10. OWNER '5 responsibility in respect of undisclosed 9.3. If OWNER and ENGINEER qree. ENGINEER will Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive furnish a Resident Project Representative 10 assist ENGI- I Materials unc:overed or revealed at the site is set fonh in NEER in providing more continuous observation of the Work. pat1lgI'aph 4.5. The responsibilities and authority and limitations thereon of If and to tlte eXlellt OWNER has ."..ed to furnish any such Resident Project Representative and assistants will be .' 8.11. as provided in paragnIPh 9.13 and in the Supplementary CONTRACTOR reasonable evidence that financial lIITlltIge. Conditions. If OWNER desisnates another representative or ments have I>een made'lO satisfy OWNER's obligations under agent to represent OWNER at the site who is not ENGI- the ConlnlCt Docwitenis, OWNER's responsibility in respect NEER's Consullllllt. agent or employee, the responsibilities I thereof wilJ'be as sei ~onh in the Supplementary Conditions. and authority and limitations thereon of such other person will . . ; be as provided in the Supplementary Condilions. . ., ) . .. ARTICLE 9J-ENGINEER'S STATUS DURING ~~-."""''''r 'V'tr: CONSTRUCTION 9.4. ENGINEER will issue with reasonable P100IplJ\eSS sueh written clarifications or interpretations of the require- I menl$ of the ConInlCt Documents (in the fonn of Dtawings or OWNBR'.R~: otherwise) as ENGINEER may determine necessary, which 9.1. ENGINEER will be OWNER'sl'epl_"tative during shall be eonsistent with the intent of and reasonably infet1lhle . from ConInlCt Documents. Such wrinen clarifications and the constnletion period. The duties and responsibilities and the intetpretations will be binding on OWNER and CONTRAC- limitations of authority of ENGINEER as OWNER's repro- TOR. If OWNER or CONTRACroR believes that a wrinen sentative during Construetion are set fOlth in the Conll'llCt eIarification or interpretation justifies an adjustment in the . Documents and shall not be extended without written c:cmsent ConInlCt Price or the ConInlCt Times and the parties are unable of OWNER and ENGINEER. 10 qree 10 the amount or extent thereof, if any, OWNER or CONTRACTOR may make a written c:Iaim therefor as pro. . ViIIlr",Si2: vided in Artic:Ie I I or Arliele 12. 9.2. ENGINEER will mate visits to the site at intervals AA .io.4Yor'lf....... wort: .: 4IpVo0l>0iate to the various staFS of COIIS1IUl:Iion as ENGI- NEER deems necessary in order to observe as an expel;a1Ced 9.5. ENGINEER may authotize minor variations in the I and quaJified desian professional the pt08It..S that has been Work from the requirements of the Contract ~_ wItich I: made and the quality of the various aspecls of CONTRAC- do tlIlll involve an aoijuslntenI in the Contract Price or the TOR's executed Work. Based on infotmation obtained during Contract T_ and are """"'"'"* with the desiln c:oncept of sudJ visits and obscrvIlions, ENGINEER will endea_ for the completed Project as a f'unctioaing whole as indii:ated by the beDefit of OWNER to determine. in generaJ. if the Work is the Contract Documents. These may be lI:COtIIpiished by a I pPo-dn,g in IICCOtdance with the Contract Documents. EN- Yield Order and will be binding on OWNER and also on GINEER WllI tlIlll be required 10 make exbaustive or continu- CONTRACTOR wboshall perform the Work involved promptly. ous on-site ~ioa. to c:bec:lt the quaJity or quanIity of the If OWNER or .coNTRACTOR believes that a YJeId Order Work. ENGINEER's effons will be dim:ted toward providing justifies an ~ in the Contract Price or the Contract . forOWNER a greater cIepee of cordY. _ that the ~ Tanes and the parties are unable to qree as 10 the IIIIIOUIIt or Work will c:onfOtDl generaJly 10 the Contract J:loco""""'s, On exlellt thereof. OWNER or CONTRACTOR may mate a the basis of ~ visits:1ind on-site observations, ENGINEER written claim 11.....1... as provided in Article I I or 12. . wiIllteep OWN~~',.<I of the JII'OlII'CSS of the Work and will endea~ :- -: WNER apinst U/<<tivr Work. EN- Oll\l~'s vEil aiiiI~oHite observatioos are subject to aD the ...., IH/<<Iiw Wart: Iiwi~ on ENGlNEER's authority and responsibility set I forth ~~ 9:l~.'tIild particularly. but without li'll;o"litvl. 9.6. ENGINEER wm have authority 10 disapprove or during=et ase!. reSiiJt~ ENGlNEER's CIIMIite visits or reject Work which ENGINEER believes 10 be dq<<liw. or t':Jk w L) "'" ..... S? 30 . o:J tr' . that ENGINEER believes will not produce a eompleted Project to ENGINEER and the other party to the Agreement promptly . that confonns to the Contract Documents or that will prejudice (but in no event later than thiny days) after tlte stan of the the integrity of the design concept of the completed Project as oc:c:urrence or event giving rise thereto. and wrillen supporting a functioning whole as indicated by the Contract Documents. data will be submitted to ENGINEER and the other pany ENGINEER will also have authority to require special inspec- within sixty days after the stan of such occurrence or event . lion or testing of the Work as provided in )IIlI1IgIaph 13.9. unless ENGINEER allows an additional period of time for the whether or not the Work is fabricated. installed or completed. submission of additional or more accurate data in suppon of such claim. dispute or other maner. The opposing party shall . SIttIp DrawiIrp, Cllaltp 0nInr I11III :-",po...J>.: submit any response 10 ENGINEER and the claimant within thirty days after receipt of the claimant's last submillal (unless ENGINEER allows additional time). ENGINEER will render 9.7. In connection with ENGlNEER's authority as 10 a formal decision in writing within thiny days after receipt of . Shop DtawiDp and Samples, see )IIlI1IgIaphs 6.24 through 6.28 the opposing party's submittal, if any, in accordance with this inclusive. JIlIl'8llI3Ilh. ENGlNEER's written decision on such claim, 9.8. In connection with ENGINEER's authority as 10 dispute or other matter will be final and binding upon OWNER and CONTRACTOR unless: (i) an appeal from ENGINEER's . Change Orders, see Articles 10. II. and 12. decision is taken within the time limits and in accordance with the procedures set forth in EXHIBIT GC-A, "Dispute Reso- 9.9. In connection with ENGINEER's authority as 10 lution Ag."{llcnt," entered into between OWNER and CON- I Applications for PaynJent. see Article 14. TRACIOR pursuant to Article 16, or (ii) if no such Dispute Resolution Agreement has been entered into, a wrillen notice p . ~-farUIlitPri<<8: of intention to appeal from ENGlNEER's wrinen decision is . clelivered by OWNER or CONTRACTOR to the other and to 9.10. ENGINEER will determine the actual quantities and ENGINEER within thirty days after the date of such decision classifications of Unit Price Work _Ii:.. u...d by CONTRAC- and a formal proceeding is instituted by the appealing party in lOR. ENGINEER will review with CONTRACIOR the EN- a forum of competent jurisdiction 10 exercise such rilhts or . GINEER's preliminary determinations on such matters before remedies as the appealing party may have with respect to such rendering a written decision thereon (by recommendation of an claim. dispute or other maner in accordance with applicable Application for Payment or otherwise). ENGlNEER's written Laws and Regulations within sixty days of the date of such . decision thereon will be final and binding upon OWNER and decision, unless otherwise avecd in writing by OWNER and CONTRACTOR, unless. within ten days after the date of any CONTRACTOR. such decision, either OWNER or CONTRACTOR delivers 10 the other and to ENGINEER written notice of intention to 9.12. When functioning as interpreter and judge under I appeal from ENGINEER's decision and: (i) an appeal from plII'IIII1Iphs 9. 10 and 9.11, ENGINEER will nolShow partiality ENGINEER's decision is taken within the time limits and in 10 OWNER or CONTRACTOR and will not be liable in IlCCOJ'dance with the procedures set forth in Exhibit GC-A, connection with any interpretation or decision rendered in . "Dispute Resolution Agrccmcnt." entered into between llIOOlI faith in such capacity. The rendering of a decision by OWNER and CONTRACIOR pursuant 10 Artic:Ie 16, or (ii) if ENGINEER pursuant 10 JIIll1IllI1IPhs 9.10 or 9.11 with respect no such Dispute Resolution Ap.cI.....t has been entered into. a formal proc:eeding is instituted by the appealing party in a 10 any such claim, dispute or other maner (exc:epl any which . fontm of competent jurisdiction to exercise such riIhts or have been waived by the making or acceptance of final ...... ~'" as the appealing parly may have with respect to payment as provided in JIlIl'8llI3Ilh 14.16) will be a condition ENGINEER's decisioo. unless otherwise qned in writing by precedeut to any exercise by OWNER or CONTRACTOR of OWNERand CONTRACTOR. Such appeal will not be subject . such riIhts or remedies as either may otherwise have under the I to lbe procedures of JlIIIlIII'aIIh 9. I I. ComnIct Documents or by Laws or Jl...oI.tM.rs in respect of any such claim. dispute or other lIlIIlter pursuant 10 Article 16. I 1J .. _I1.~.A : !I.J3. ,. . ....'.ENGINEBR..A""'.'*jllllllll . --~. . 9.11. ENGINEER will be the initiaJ mt......~ of the req!dl--ub of the ConInlCt ~-. and.judae of lbe 9.13.1. Neither ENGINEER's authority or respcmsibiJ- . ~biIity of the Work thereunder. Claims. dispo"es and ity under this Article 9 or under any other provision of the other matters reIatiDg to the .~ of lbe Work or lbe ComnIct tw-o_ nor any decision made by ENGINEER ;..r.. ....a..tion of lbe requirements of the CottIract n.v.-. in llIOOlI faith either to exerQse or IIOt exerQse such authority penainiug to the performance and fumisIting of the Work and or l'UpuuoibiIity or the uncIertaIcing. exercise oiperformance . Claims under AnicIes II and 12 in respect of -"""' in lbe of any authority or responsibility by "ENGINEER shall ComnIct Price or Contract Tunes will be refemd initially to create. impose or give rise to any duty ~ by E!iipINEER ENGINEER in wrilinI with a request for a formal decisiou in to CONTRACTOR, any Subcon~'S~;a'Ry . KCOI'dattt:e with this JlIIIlIII'aIIh. Written notice of each sueh other person or 0IJl8lIizati0n. or 10 ~y or 0_ cIUD, dispute or other lIlIIlter will be delivered by the r"_ pIoyee or 8&8lIt of any of them. - ~-< - = r -In r;"il -<r ",. 31 . 1"1"\ ::n: 0 . (5:::0 'P. ~;:s;: ):>- Ul ~ . 9.13.2. ENGINEER will not supervise, direct, con- 10.4. OWNER and CONTRAC'JUR shall execute appro- trol or have authority over or be responsible for priate Change Orders recommended by ENGINEER (or Writ- II CONTRACTOR's means. methods, lechniques, se- ten Amendments) covering: quences or procedures of construction, or the safety 10.4.1. changes in the Work which are (j) ordered by precautions and programs incidenl therelO, or for any OWNER pursuant to paragtllph 10.1, (ii) required beC~I'~ of .' failure of CONTRACI'OR to comply with Laws and accepIance of dtftclivt Work under patlIgraph 13.13 or Regulations applicable to the furnishing or perfor- correeting dtftclivt Work under paragtllph 13.14, or (ill) mance of the Work. ENGINEER will not be respon- agreed 10 by the parties; I sible for CONTRACrOR's failure to perfonn or fur- nish the Work in accordance with the ConlnlCt 10.4.2. changes in tlte ConInlCt Price or Contract Times Documents. which are agreed to by the parties; and 9.13.3. ENGINEER will not be responsible for the 10.4.3. changes in the ConInlCt Price or Contract Times I acts or omissions of CONTRACrOR or of any Sub- which embody the substance of any written decision reo- conlnlCtor. any Supplier, or of any other person or dered by ENGINEER pursuant to paragtllph 9.11; orpni7Jot;l)n performing or furnishing any of the Work. I 9.13.4. ENGlNEER's review of the final Applica- provided that. in lieu of executing any such Change Order, an tion for Payment and accompanying documentation appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable . and all maintenance and operating instructions. schell- U1ws and Regulations. but during any such appeal, CON- ules. J\IlII'anlees, bonds and cenificates of inspection, TRACroR shall carry on the Work and adhere 10 the progress tests and approvals and Other documentation required schedule as provided in paragtllph 6.29. to be delivered by paragraph 14.12 will only be to . determiDe generally that their content complies with 10.5. If notice of any change affecting the general scope of the requirements of, and in the case of c:ertifiCllt~ of the Work or the provisions of the Contract Docwnents (includ- inspections, tests and approvals Jha1 the results certi- ina. but 1101 limited 10, ConInlCt Price or ConInlCt Tunes) is I lied indicate compliance with, the Contract Docu- required by the provisions of any Bond 10 be given 10 a surety, ments. the giving of any such notice will be CONTRACTOR's respon- 9.13.5. The limitations upon authority and resp0n- SIbility, and the amount of each applicable Bond will be adjusted accordingly. . sibility set forth in this paragraph 9.13 shall also apply to ENGINEER's Consultants. Resident Project ~ resentative and aesi.tanls. ARTICLE I I-oiANGE OF CONTRACT PRICE I ARTICLE IO--CHANGES IN mE WORK 11.1. The ConInlCt Price c:onstitutes the total c:ompens&- lion (subject to authorized adjustments) payable 10 CON- I 10.1. Without invalidating the Agreement and without TRACroR for petforming the Work. All duties, responsibili- notice 10 any surety, OWNER may. at any time or from time tiesandoll/iptionsa.,qg,-t toorundenaken byCONTRACTOR to time. order additions. deletions or revisions in the Work. shall be at CONTRACTOR's ellpense without change in the Such additions. deletions or revisions will be authorized by Contract Price. II a Written Amendment. a Change Order, or a Work Change Direetive. Upon receipt of any such document, CONTRAC- 11.2. The Contract Price may only be changed by a Change , , TOR shall promptly proceed with the Work involved which Order or by a Written An.c..d"""oL Ally claim for an 8I\iust- , will be petformed llIIder the 8I'PlicabJe c:onditions of the metll in the Contraet Price shaJ/ be based on wriuen notiee Ii Contract Dnro-ts (except as otherwise "PCcifically ~ delivered by the pany maItitIg the claim to the other party and vided). to ENGINEER pnxnptIy (but in 110 event later than thirty 10~ If OWNER lIIId CONTRACTOR are unable 10 II/lRC days) Ifterthe ltartofthe ClCCUn'CIICe or eveat giviDg rise to the I as 10 the extent, if any. of an llIljo- in the Contract Price daim and statiua the general IIIIlUre of the claim. Notice of the or an llIljo~ of the Contr&ct TUDes that should be aOowed IIIIIOUlIt of the claim with ~ daIa shall be delivered within sixty days Ifter the ItaJt of sudlllCClII'mlce or mmt as a n:suIt of a \\brlc CbaIlge Directive. a daim may be made (1IIlIess ENGINEER allows additional time for claimant 10 . therefor as p.uYided in Article I I or AnicIe 12. submit additional or more aa:urate daIa in support of the claim) 10.3. CONTRACIOR shaJ/ _ be eatitIed 10 an increase in lIIId sbaII be ..............'""" by claimant's written statement that the Contr&ct Price ~ 'Xleuoibo. of the Contract Tanes with the IUljustment claimed coven a111toown amounts to wbich the I respec:t to any Wcri.~omiea that is - required by the clIlimAn, is eatitIed as a result of said llCClII'mlce or event. All Contr&ct nn.._. ~.~, mndijjed and suppI rn.c "'ed daims for IUljustment in the Contract Price sbaII be determined as provided in~ 3:5'8IIiI3.6 euept in the case of an by ENGINEER in accordance with JIIlI'II8IlIIIh 9. I I if OWNER emetpDCy as~p.i>.ided in ~ 6.23 or in the case of and CONTRACTOR cannot otherwise II/lRC on the amount I uncova.... Work""~~ 13.9. involved. No claim for an Illljustment in the ConInlCt Price will -=-~- - ~4 ~ co..;.:,. I)b: u..J ' !,J~ 32 : ...... . Cl . 0'- - 0" ----- -------------- I be valid if not submitted in acc:ordance with this JllU'SIl73Ph cash discounts shall accrue to OWNER. All trade discounts. I 11.2. rebates and refunds and returns from sale of surplus materi. a1s and equipment shall accrue to OWNER, and CON- 11.3. The value of any Work covered by a Change Order or TRACTOR shall make provisions so that they may be of any claim for an adjustment in the ConInlCt Price will be ob1ained. . determined as follows: 11.4.3. Payments made by CONTRACrOR to the Su~ 11.3.1. where the Work involved is covered by unit c:onlnlCtorS for Work petformed or furnished by Subcontrac- I prices contained in the Contract nocumenls. by application tors. If required by OWNER. CONTRACTOR shall obtain of such unit prices 10 the quanlities of the items involved competitive bids from subcontractors acceptable to OWNER (subject 10 the provisions of panIII1IIIhs 11.9.1 through and CONTRACTOR and shall deliver such bids to OWNER 11.9.3, inclusive); who will then detennine. with the advice of ENGINEER. I whieh bids, if any, wm be accepted. If any subcontract 11.3.2. wltere the Work involved is not covered by unit provides that the Subcontractor is to be paid on the basis of prices contained in the ConInlCt Documents. by a mutually Cost of the Work Plus a fee, the Subcontractor's Cost of the agreed lump sum (which may include an allowance for Work and fee shall be detennined in the same manner as . overhead and profit nOl necessarily in acc:ordanc:e with CONTRACTOR's Cost of the Work and fee as provided in paragraph 11.6.2); JllU'SIl73Phs 11.4, JI.S. JI.6 and 11.7. All subcontracts shall be subject 10 the other provisions ofthe Contract Documents II 11.3.3. wltere the Work involved is not covered by unit insofar as applicable. prices c:ontained in the ConInlCt Documents and .,.-cement I 10 a lump sum is not reached under paragraph 11.3.2, on the 11.4.4. Costs of special c:onsultants (including but not basis of the Cost of the Work (detennined as provided in limited 10 engineers. architects. testing laboratories, survey. II p&IlIII'aphs 11.4 and 11.5) plus a CONTRACIOR's fee for ors. attomeys and ac:c:ountants) employed for services spe- overhead and profit (determined as provided in plII1IgnIIIh c;ifically related to the Work. JI.6). I 11.4.5. Supplemental costs including the following: Call 0/* Wort: 11.4.5.1. The proportion of necessary transportation. I. travel and subsistence expenses of CONTRAClOR's em- 11.4. The tenn Cost of the Work means the sum ofall costs p10yees incurred in discharge of duties connected with the necessarily incurred and paid by CONTRACTOR in the proper Work. petfonnanc:e of the Work. Except as otherwise may be agreed 10 in writing by OWNER. such costs shall be in amounts no 11.4.5.2. Cost. including transportation and mainte- . hiIher than those prevailing in the locality of the Project. shall nance, of all materials, supplies, equipment. machinery, include only the following items and shall not include any of the appliances. oIIice and temporary facilities at the site and costs itemized in JIIlI1IlJI'8IIh 11.5: hand tools not owned by the workers. which are c0n- I sumed in the petfonnance of the Work, and cost less JI.4.1. Payroll costs for employees in the direct employ market value of such items used but not consumed which of CONTRACTOR in the petfonnance of the Work under remain the property of CONTRACTOR. acheduIes of job classific:alions agreed upon by OWNER and I CONTRACroR. SudI et\lIlIoyees shall include without Jim- JI.4.5.3. Rentals of all c:onstnICtion equipment and itation superint~. f_ and other penoonel em- madtinery and the pans thereof whether rented from pIoyed full- time at the.. Payroll costs for employees not CONTRACTOR or others in accordance with rental....... employed full time 011 the Work shaIJ be appcIJ1iooed 011 the meats ......c..ed by OWNER with the IIdvice of ENGI- . basis of their time spent on the Work. Payroll costs shaI1 NEER. and the costs of transportation. loading. unload- include. but not be limited to. salaries and WlIlle5 plus the iDa. ao-ll-rion. dismantIiDg and removal thereof-all in _ of fringe beaeIils wbicIt shaI1 include social security Kco. dult., with the terms of said rental qreements. The I CIlIIItribution, unempIoymem, excise and payroll taxes. WOItt- rental of any such equipment, ItIlIdtit=y or pans shall en' ~dS8tion. health and I~__....lt benefits, bonuses, c:eue when the use thereof is no kmIer necessary for the sick leave. vacaIion and holiday pay applialbIe thereto. The Work. expenses of petformiag Work after repdar working houn, . 011 Saturday, Sunday or IepJ holidaYS. shall be -''''eeI in 11.4.5.4. Sales. _. use or similar taxes related lbe above to the ellleltt authorized by OWNER. to the Work. and for whicb CONTRACTOR is liable. ""I'W'" by Laws and Jl"lPtlKow.ns. "" ~ I I .4.2. Cost of all materiaJs and equipment funtished and <5 ..;, sm . inc:u.po....ed in the Work. incIucIiuB costs of transpor1ation 11.4.5.5. Deposits lost for ~Oolber @Jt neiI;.. and alIInI8e thereof. and Suppliers' field services required in .-e of CONTRACl'OR. any Subt:dlttiiiCtoPLan~ ........ctiu.. therewitIt. All cash di"....-'. shall -=rue to direc:tly or indireclIy employed by 8IIJI-of tIiem or \for . CONTRACTOR unless OWNER deposits funds with CON- ~ acts any of them may be.liiiiiJ~ 8DtyoYl\l~ TRACTOR with which 10 make pa)'lllClllS. in which case the pa)'lllClllS and fees for permits and l~..,~~:lt 0 -;0 \.0 o:;lC ., 33 ~ c.n . 'P- s;- , -- ---- - -- --- . 11.4.5.6, Losses and damases (and reWed expenses) 11.5.5. Costs due 10 the negligence of CONTRACTOR. caused by damage 10 the Work, not compensated by any Subcontractor. or anyone directly or indirectly em- I insu13llce Dr otherwise, suSlained by CONTRACTOR in p10yed by any of them or for whoSe acts any oflhem may be connection with the petformance and furnishing of the liable. including but not limited to. the correction of dtfte,;vr Work (excepl losses and damases within the deductible Work, disposal of materials or equipment wrongly supplied amounts of propeny insulllDce established by OWNER in and making good any damage to propeny. I accordance with parII8I'llph 5.9), provided they have re- sulted from causes other than the negligence of CON- Other overhead or general expense COSts of any kind and TRACTOR, any Subcontractor, or anyone direetly or the costs of any ilem not specifically and expressly included indireetly employed by any of them or for whose acts any in JIIlI1lIlI'lPh 11.4. I of them may be liable. Such losses shall include settle- ments made. with the written consent and approval of 11.6. The CONTRACIOR's fee allowed to CONTRAC- OWNER. No such losses. damages and expenses shall be TOR for overhead and profit shall be determined as follows: I included in the Cost of the Work for the PD'1'll5e of determining CONTRACIOR's fee. If, however. any such 11.6.1. a mutually acceptable fixed fee; or loss or damage requires reconstruction and CONTRAC:- TOR is placed in charge thereof, CONTRACTOR shall be 11.6.2. if a fised fee is not B&reed upon. then a fee based ., paid for services a fee proportionate 10 thai swed in on the following percentages of the various ponions of the panIIIlIph 11.6.2. Cost of the Work: 11.4.5.7. The cost of utilities, fuel and sanitary facili- 11.6.2.1. for eosls incurred under p&ra&nIphs 11.4.1 I ties at the site. and 11.4.2. the CONTRACTOR's fee shall be fifteen 11.4.5.8. Minor expenses such as teIesnuns,long dis- pen:ent; I lance tdephorre calls, telephone service at the site, ex- 11.6.2.2. for eosls incurred under JIIlI1lIlI'lPh 11.4.3, prelISllIe and similar petty cash items in connection with the Work. the CONTRACTOR's fee shall be five percent; 11.4.5.9. CosI of premiums for additional Bonds and 11.6.2.3. where one or more tiers of subcontracts are I insunrnce required because of changes in the Won.. on the llesisofCosl of the Work plus a fee and no fixed fee is B&reed upon, the intent of panIIIlIphs 11.4.1, 11.4.2, I I 1.5. The term Cost of the Work shall not include any of 11.4.3 and 11.6.2 is thai the Subconlnlctor who actually the following: petfonns or furnishes the Work, at whatever tier, will be paid a fee of fifteen percenl of the costs ineurred by such n.5.I. Payroll costs and other c:ompc.....tion of CON- Subcontractor under panqpaphs I 1.4.1 and 11.4.2 and thai . TRACroR's ofticers. executives. princ:ipaJs {of psrtnership any hisher tier Subconlnlctor and CONTRACTOR will and sole proprietorshjpsl. generallIIIIIIagen, enai........ Br- ach be paid a fee offive percent of the amount paid 10 the dritects, esIimarors. attorneys. auditors, """"""'f"IIlS, pur_ next lower tier Subcontractor; c:hasiDs and conllacting qeDts. expediters, tir-~ e",ls, I c:Ierks and other personnel ellJJl/Oyed by CONTRACTOR 11.6.2.4. no fee shall be payable on the basis of costs whethet at the site or in CONTRACTOR's princ:ipaJ or a itemized underpanqpaphs 11.4.4. 11.4.5 and 11.5; branch ofIice for general administnIlion of the Work and not I spec:ificaJly included in the B&reed upon schedule of job 11,6.2.5. the lIIIlOUIIt of credit to be allowed by CON- .......m.-..tions refenoed to in J'III1l8IlIlIh IIA.I or.,.. HI....qy TRACJ'OR to OWNER for any change which results in a covered by J'III1l8IlIlIh I 1.4.4-ell of wbich are 10 be consid- net dcc:n:ase in east will be the amount of the actual net ered adtnmiO\ndive costs COIIered by the CONTRACJOR's .... in east plus a deduction in CONTkAC'IOR's fee I fee. by an _ equal to five percent of such net decrease; and n.5.2. Ex~ of CONTRACTOR's princ:ipaJ and I branch ofIices other than CONTRACTOR's aIIice at the site. 11.6.2.5. wben boch 8dditions and credits are involved in eny one c:han8e. the IlIljustmmt in CONTkAC'IOR's 11.5.3. Any pan of CONTkAC'IOR's c:apitaI expenses, fee shaIJ be ,"""","ed on the Ilesis of the net change in incIudina interest on CONTRACTOR's c:apitaI CllqlIvted for ............. with JIIlI'8II1lphs 11.6.2.1 tIuouah 11.6.2.5. . the Work and charges apinst CONTRACTOR for deIin- inclusive. quent payments. '. . 11.7. Whenever the east of any Work is 10 be cIetermined n.5.4. c;ii of ~ for all Bonds and for all purmam to JIIIIlIII8phs 11.4 and 11.5. CONTRACTOR will I insunmce Zor ~ CONTRACTOR is required by the es1abIish and maintain records thenoof in accordance with Cootnci. c: -!j 11!: purchase and maintain the same generally .""""'ed ,~~ practices and submit in fOl'lll (e~for ~clf7lli'emiums covered by SIIbparqzaph llCCqlCabIe to ENGINEER an itemized cost breaItdown to- I ".'" 0'-=- 1I.4.5.hbo~l.. ~ aether with ..........m.- data. cJ..;- "Yo ~ '.t- !:;4 .. cP tJ~ 34 '),b) t:. .: <=> I . - 0:> C1' ------ . of having incurred additional npense or OWNER be- CGA AllGJllI1lra: . Ueves that OWNER is entitled 10 a decrease in Contract 11.8. It is understood thaI CONTRACTOR has included in Price and the parties are unable 10 agree as 10 ~ amounl the ConInlCt Price all allowances SO named in the ConInlCt of any such incTeaSe or decrease. ~ Documents and shall cause the Work so covered to be fur- - ..,., :1 nished and petfonned for such sums as may be ocreptable to ~k~ ~ :!! OWNER and ENGINEER. CONTRACTOR agrees that: J>-l - r I 11.8.1. the allowances include the cost to CON'J"RAC. ARTICLE 12-CHANGE OF CO~E5 \fU'iJ :1 -<r ;po . 1iOR (less any applicable trade discounts) of materials and -;ri -a- g equipment required by the allowances 10 be delivered at the 12.1. The ConInlCt Times (or Miles~y ~IY be I site. and all applicable laSes; and II changed by a Change Order or a Written ~l1ICIIt. Any 11.8.2. CONTRAClOR's costs for IlIIIoading and ban- claim for an adjustment of the Contracl Times (or Milestones) d1ing on the site, labor, installation costs. overltead, profit shall be based on written notice delivered by tlte pany making and other expenses contemplated for the allowances have the claim 10 the other pany and to ENGINEER promptly (but I been included in the ConInlCt Price and not in the allowances in no event later than thiny days) after the oc:curren<:e of lite and no demand for additional payment on account of any of event giving rise to the claim and stating the general nature of the fORlOina will be valid. the claim. Notice of the extenl of the claim with supponing data shall be delivered within sixly days after such occurrence I Prior 10 linaJ payment. an appropriate Change Order will be (unless ENGINEER allows an additional period of time to issued as recotrllII.alde by ENGINEER to reftect actual ascerlain more ac:cwate data in suppon of the claim) and shall amounts due CONTRACTOR 01\ acc:ount of Work covered by be aa:ompanied by the claimant's written statemenl thaI the I allowances. and the Contract Price shall be .....to,.u.,diD81y llIljustment daimed is the entire lIl\iustment to which tlte adjusted, claimant has reason to believe it is entitled as a result of the oc:c:tqIalCI: of said event. All claims for IIlljustment in the Contract TIIIIes (or Milestones) shall be determined by ENGI- . 11.9. VIIIt Prb Wart: NEER in IlCCOI'CIance with JIlII'II8I3Ilh 9.11 if OWNER and CONTRACTOR c:annol otherwise agree. No claim for 811 I 1.9. I. Where the Contract Documents provide that all acljustment in the Contract Times (or Milestones) will be valid I or part of the Work is to be Unit Price Work, initially the if not submitted in accordanc:e with the requirements of this ContnIct Price will be deemed to inducle for all Unit Price JIlII'II8I3Ilh 12.1. Wort an amount equal to the sum of the established unit price for each sepuardy identified item of Unit Price Work IU All time limits stated in the ConInlCt JloMI"If'nts are . limes the --"'d quantity of each item as /ndVoo,.... in the of the essence of the AB)llCDlCIJI. ",.,~ n_ .11 The estimared quantities of items of Unit Price Wort are not suaranteed and.are solely for the purpose of 12.3. Where CONTRACTOR is prevented from c:omplet- I c:ompIIrison of Bids and determitti1la an initial Contract jag bY pan of the Work within the Contract Times (or Price. Determinations of the IIClUaI qtI8IIlities and I"o.~ Milestones) due to delay beyond the control of CONTRAC- tions of Unit Price Work ped"'u...d by CONTRACTOR will 1iOR. the ConInlCt TIIIIes (or Milestones) will be extended in an bel\lllde by ENGINEER in acconIance with JIlII'II8I3Ilh 9.10. - equal 10 the time lost due 10 such delay if a claim is 'I made \he,..r... as provided in JIlII'II8I3Ilh 12.1. Delays beyond 11.9.2. Each unit priee will be deemed to iDcIude all the c:ontroI of CONTRACTOR shaJI include. but not be limited amount "O"II1<lered by CONTRACTOR to be Idequate to to.1ICIs or neaJect by OWNER, _ or neaIect ofutililY owners I - CONTRACTOR's ovcrbc.d and \lI'Clfit for each sept- orother _-tors ~otherworkas contemplated by II I\IIeIy ",",Ii_ itan. Mide 7, fires, 800ds. ~""P:.c... abnormaJ weather c:ondi- tions or IICIs of God. Delays atIributabIe to and within the 11.9.3. OWNER III' CONTRACTOR may IDIIte . eIaim QMtroi of. SWc...b_ or SlIppIier sball be -...... to be I for 11\ ..- in the ContnIct Price in ac:conIIIlIce with delays witIIin the QMtroi of CONTRACTOR. Anide II If: 12.4. Where CONTRACTOR is prevented from ~_ 11.9.3.1. the qUantity of 8I\Y item of Unit Price Work jag any part of the Wort witIIin the ContnIct Times (or I .-fu.....d by CONTRACTOR difren IIl8IaiaIIy and .... Milestones) due to delay beyond the control of both OWNER nificandy from the -.... quantity of such item indi- and CONTRACroR, 811 f'''~ of the ContnIct TIDIes (or QIed in the ~; and ~) in an amount equal to the lime lost due to such I delay sbaII be CONTRACTOR's sole and ellctUshe remedy for II 11.9.3.2. 1bere is 110 cllhe.f'u..di.. aclj>.-, with such delay. In 110 event shaJI OWNER be liable to CON'lllAC- I'eIIlICI to 8I\Y CICber item of Work: and lOR. any Subcontnlctor. any Supplier. allY other penm or cwpnm.,",. or 10 any surety fill' or c.u,Avyee or aaent of 8I\Y I 11.9.3.3. irCON'I1tAC1iOR believes that CON1'RAC- of them, for do-a"B arisiaa out of or resuItiJlg from (i) delays 'lOR is ealitJed to 81\ io- _: in Contract Price as a result C8USed by or wj\hjn the control of CONTRAC1OR. or fd) 3S I I delays beyond the control of both panies including bur nor approval, CONTRAClOR shall also be responsible for alTllng' I limited to fires, Roods, epidemics. abnormal weather condi- ing and obtaining and shall pay all costs in connection with any tions. acts of God or acts or neglect by utility owners or inspection.. tests or approvals required for OWNER's and other conlraclprs performing other work as contemplated by ENGlNEER's acceptance of materials or equipment to be Article 7, incorporated in tlte Work. or of materials. mix designs, or . . equipment submitted for approval prior to CONTRACTOR' s . - purchase thereof for inc:orponuion in the Work. '- , . ARTI<:LE J3-TESTS AND INSPECTIONS; 13.6. If any Work (or the work of othersl that is to be I inspected, tested or approved is covered by CONTRAClOR CORRECTION, REMOVAL OR willtout written concurrence of ENGINEER, it must. if reo .. ACC~PTANCE OF DEFECTlVE WORK , quested by ENGINEER, be uncovered for observation. 13. J. NOliu of D~fuls: Prompt notice of all dtftClivt 13.7. Uncovering Work as provided in paragraph 13.6 shall I be at CONTRACTOR's expense unless CONTRACTOR has Work of which OWNER or ENGINEER have actual knowl- given ENGINEER timely notice of CONTRACTOR's inten. I edge will be given to CONTRACTOR. All dtftClivt Work lion to cover the same and ENGINEER has not acted with may be rejected, corrected or accepted as provided in this reasonable promptness in response to such notice. Article 13. Ata:rl1D JII<ri:.. UMOrerUtg Wort: I 13.8. If any Work is covered contrary 10 the written request . 13.2. OWNER. ENGINEER. ENGINEER's ConsuJtants, of ENGINEER, il must. if requested by ENGINEER, be other "p......ntatives and pet'&O\tDef of OWNER, independent IItICOvered for ENGlNEER's observation and replaced at testing laboratories and SOvernmental agencies with jurisdic- CONTRACTOR's expense. tiooaI interests will have access 10 the Work at reasonable times I for their observation. inspecting and testing. CONTRACTOR 13.9. If ENGINEER eonsiders it necessary or advisabl shall provide them proper and safe conditions for such access that covered Work be observed by ENGINEER or inspect and advise them of CONTRACTOR's site safety procedures or tested by others. CONTRACTOR, at ENGINEER's re and prost1lI\IS SO that tltey may comply therewith as applicable. quest, shall uncover, expose or otherwise mal<e available (0 I observation. inspection or testing as ENGINEER may require T_ tutd I... 1:Ii...JI: that portion of the Work in question, furnishing all neces labor. material and equipment. If it is found that such Work i~ . CONTRACTOR shall Jive ENGINEER timely no- dt/<<t;w, CONTRACTOR shall pay all claims, costs, losses 13.3. and damages caused by. arising out of or resulting from such lice of n:adiness of tlte Work for all required inspections, tests IItICOvenng. ellpoSllre, observation, inspection and testing and or approvals. and shall cooper-.lle with inspeetion and testing of satisfactory replacement or reconstruction (including bUI DOt . pet'S(IlUIeI to facilitate required inspections or tests. limited to all costs of repair or replacement of work of others); and OWNER shall be entitled 10 an appropriate decrease in the 13.4. OWNER shall employ and pay for the services of an ConInlCt Price. and. if the parties lite unable 10 lIlP'= as to the . ind......~t testing laboratory 10 petfonn all inlpeclioas. tests. amount thereof, may mal<e a claim therefor as provided in or approvals required by the ContIXl Documents except: Article II. If. however. such Work is not found 10 be dtfulil't!. CONTRACTOR shaI1 be allowed an increase in the Contnl(:t 13.4.1. for inspections. tests or apptOvaIs covered by Price or an extension of the ConInlCt Times (or Milestones). or I JIIlI8IIlIIlh 13.5 below; both, din=ctIy auributable to suc:h uncovering, exposure, . smation. inspeetion.leSIina, replacement and reconsll'llction; 13.4.2. that costs incutTed in connection with tests or and. if the parties lite unable IOlIlP'=as 10 the amount oreXlent ~ions concIucred pursuaIIllO JIIlI8IIlIIlh 13.9 below thereof. CONTRACTOR may maIce a claim therefor as pro- I shall be paid as provided in said JIIlIllllI'aph 13.9; and vided in Articles II and 12. 13.4.3. as otherwise ~Iy provided in the C0a- I tnct [)oto:ItmPMC, 0WNBll Mil} SIIlp.. Wart: ~ 13.5. If$WS,!l"~d'fiooIs of any public body having 13.10. rf the Work is dtffflM. or CONTRACTOR fails 10 jurisdiction tiiluiri""lUl.E'Work {or pan thereof) spec:ificaIIy 10 be supply sufficient skilled workers or suitable material. or equip- . ~, teSfed Or8pproved by an employee or other repre- ment. or fails 10 furnish orpetfonn the Work in such a way that senWlvc of'iticb ilUtiIilZ body, CONTRACTOR shaI1 assume the c:ompIeted Work will coofonn 10 the ConInlCt Documents. fWI ~y for.liiiiuqpug and obtaining suc:h inspections, OWNER may onIer CONTRACTOR 10 stop the Work. or any testsM:o.l'Pr'OvaIs.\pa~1 costs in eonnection therewith, and portion thereof. until the cause for such order has been I ~ENGiHEEif;tJie:required certificates ofins~l. or eliminated; however, this rilht of OWNER 10 stop the Work ~ u- e. 0::> 36 C1' I I shall nol give rise to any duly on the pan of OWNER 10 pay all claims. costs, losses and damages auributable to - - . exercise this right for the benefil of CONTRACIOR or any OWNER's evaluation of and determination to accept such surety or other pany. dtftctivt Work (such costs to be approved by ENGINEER as 10 reasonableness). If any such acceptance occurs prior 10 ENGINEER's recommendation of final payment, a Change . c.......... or Il.-.o/ "f Dq..a.. WIri: Order will be issued inc:olJlOrating tlte necessary revisions in the ConInlCt Documents with respeclto the Work;and OWNER 13.11. If required by ENGINEER. CONTRACTOR shall shall be entitled to an appropriate decrease in the Contract I )It'OIIIplIy, as directed. eitherconect all d~f~cti~ Work, whether Price. and. if the panies are unable to agree as to the amount or not fabrialIed. installed or completed, or. if the Work has thereof, OWNER may make a claim therefor as provided in been rejec:ted by ENGINEER. remove it from the site and Article I J. If the aa:eptanc:e oc:c:urs after such recommenda- replace it with Work that is not d~~c:ti~. CONTRACTOR shall tion. an appropriate amount will be paid by CONTRACIOR 10 I pay all claims. costs. losses and damages caused by or resulting OWNER. from such correction or removal (including but not limited to all OWNER Mil! C_lHf..a.. WIri: costs of repair or repJPCe"leIIt of work of others). . 13,14. If CONTRACTOR fails within a reasonable time U.u. c.naion Periatl: after written notice from ENGINEER to COlTCC:t dtftc:tivt Work or 10 remove and replace rejected Work as required by ENGINEER in accordance with paragmph 13.11, or if CON. I 13.12.1. If within one year after the date of Substantial TRACIOR fails to petfonn the Work in accordance with the ~tiu.. or such longer period of time as may be pre- Contract Documents, or if CONTRACIOR fails to comply sc:ribed by Laws or 1l"1l"""~ or by the terms of any with any other provision of tlte Contracl Documents, OWNER w;....h1e speeiaI parantee required by the ConInlCt Doc- may. after seven days' written notice 10 CONTRACTOR, I IIIIIeIIts or by any spec:ific provision of the ConInlCt Doc:u- COII'eCl and remedy any such deficiency. In exercising the mettls. any Work is found 10 be dtifmive. CONTRACTOR rights and remedies under this paragmph OWNER shall pro- shall JII'IIIIIIIlIy. ~ t:OSl to OWNER and in acconIance ceed expeditiously. In connection with such corrective and . with OWNER's written instnIctions: (i) COII'eCl SUt:b dtifltC- mnediaI aetion. OWNER may exclude CONTRACTOR from tiw Work, or, if it has been rejec:ted by OWNER. remove it all or pan of the site, take possession of all or pan of the Work, from the site and replace it with Work that is not d~miw. and suspend CONTRACTOR's services related tltereto, take and (ii) oaric&M9rily conect or retl>>ve and replace any r--nr;on of CONTRACTOR's tools, appliances, construc- . cIatnB8e 10 other Work or the work of others resuJting tion equipment and machinery at the site and inCOllJOrate in the d_4....... If CONTRACTOR does not pt'\IIIIplIy c:ompIy Work all materials and equipmentstorecl at the site or for which with the terms of such instructiotts, or in an __y OWNER has paid CONTRACTOR but which are stored wItcre delay would cause serious risk of loss or cIatnB8e. elsewhere. CONTRACroR shall allow OWNER, OWNER's . OWNER may bave the dtifmive Work comcIed or the representatives, agents and employees. OWNER's other c:on- rejec:ted Work removed and replaced. and all daims. costs, tractors and ENGINEER and ENGlNEER's Consultants ac- a- and ,~-- I , caused by or resuJting from SUt:b ~ cess to the site to enable OWNER 10 exercise the rilhts and movaI and "pia: ,..;tIl (mc:Iuding but not limited to all costs remedies under this JIIlI'lIllI'SPh. All claims, costs. losses and I of repair or rrplo-t of work of others) wi be paid by damages incurred or sustained by OWNER in exercising such CONTRACTOR. rilhts and remedies wi be c:harged against CONTRACIOR and a CItaIlge Order wI be issued iJx:ort>matins the necessary I 13.12.2. In speeiaI c:irc:umatances wItcre a pattic:uIar item revisions in the ConInlCt Doc:wnents with respect to the Work; of "qIoip-aI is pIaccd in eontin'IO\II service bel'tn SubstlIn- and OWNER shall be entitled to an appropriate decrease in the liaJ c:.....,.IWu.. of all the Work, the .............. period for that ConInlCt Price. and. if the parties are unable 10 agree as 10 the itcm _y 8lIIrt to nat from an cattier date if.. provided in _ thereof. OWNER may make a claim therefor as I ..o~ided ia Anicle II. Suc:h claims. costs. losses and ~y- the lIlr HirMD\1S or by Written ...me.w1....'Itt . wDJ iDdude but not be limited 10 all costs of repair or replace- _ of work of others desttoyed or cIamlI&ed by c:omction. 13.12.3. WItcrc Ikfmiw Work (and dama8e to other I'CIIIOV8I or replacealCl\l of CONTRACTOR's dtif<<tiP~ Work. I Work rcstII1iDa tb...4i_) bas been comc:ted. removed or CONTRACTOR shall not be allowed an extension of.the ~ IIIIder this JIIlI'lIllI'SPh 13.12, the Q"ll r'i.lD period ConIrac:t Tanes (or Milestones) ___ of any delay in the Itentmdcr with respect to such Work wDJ be e.-MM for an ,.err",......... of the Workattributabletotheeun:ise by OWNER ..M1'~_.1 period of ODe year after such Q,., l (lion or ~ of OWNER's riIhts and remedies itercImdcr. I ~ and rer' ~1JK.Id has been lIDtW.f'lttdy ~I"'tod. AR'nCLE 14-PAYMENJ'S 10 CONTRACTOR AND .. . 'If 1H/<<IlN w.t: COMPLEI10N \,Q I ~ 13.13. If. iDstead of requiring c:onection or I'CIIIOV8I and 0 .-"\\ ~ S.... L' '!fYa1w6: ::En g / [I ' .--d of dtifmiw Work, OWNER (and. prior to ENGI- ~::::i =- . NEER'a .~_n...._' ...w, offittaJ paYll\Clll. also ENGINEER) 14.1. The sc:heduIe of values estabIisJied<'aS ~b. prd'en toacccpt it, OWNER may do.., CONTRACTOR shall ~2.9wi11 serve as the basis for~ pa~WIIiiiI . ~r t:.... . l""\ :It 0 I 37 0;0' ..0 ""';:>: ., "'" c..n :Po "'" -.--- ---- --- .- -- will be incorporated into a form of Application for Payment 14.5.1. the Work has progressed to the point indicated, . aeceprable to ENGINEER. Progress payments on account of 14.5.2. the quality of the Work is generally in accor- . Unit Price Work will be based on the number of units com- pleted. dance with the Contract Documents (subject to an evalu. ation of the Work as a functioning whole prior to or upon Substantial Complelion. to the results of any subsequent Arr' ~ n /IIT Prt1gras Pa,mnl: tests called for in the Contract Documents, to a final . determination of quantities and classifications for Unit 14.2. At least twenty days before the date established for Price Work under paragraph 9.10, and to any other quali. each progress payment (but nOl more often than once a fications staled in the recommendation), and I month), CONTRACIOR shall submit to ENGINEER for 14.5.3. the conditions precedent to CONTRACTOR's review an Application for Payment filled out and signed by being entitled 10 sueh payment appear 10 have been CONTRACiOR covering the Work completed as of the date fulfilled in SO far as it is ENGINEER's responsibility to . of the Application and accompanied by such supponing observe the Work, documentation as is required by the Contract Documents. If payment is requested on the basis of materials and equip- However, by recommending any such payment ENGINEER ment not incorporated in the Work but delivered and suitably will not thereby be deemed to have represented that; (i) . slOred at the site or at another location agreed to in writing. exhaustive or continuous on-site inspeetions have been made the Application for Payment shall also be accompanied by a to check the quality or the quantity of the Work beyond the bill of sale, invoice or other documentation WllmlJIting that responsibilities speeifically assigned to ENGINEER in the I OWNER has received the materials and equipment free and ConInlCt Documents or (iil that there may not be other matters clear of all Liens and evidence that the materials and or issues between the parties that might entitle CONTRA(:- equipment are covered by appropriate propeny insurance lOR 10 be paid additionally by OWNER or entitle OWNER 10 and otheranangemenlS 10 protect OWNER's interest therein, withhold payment 10 CONTRACTOR. . all of which will be satisfSClOry to OWNER. The amount of 14.6. ENGINEER's recommendation of any payment, in- retainage with rell))eCt to progress payments will be as stipulated in the Asreement. c1udillll final payment, shall not mean that ENGINEER is responsible forCONTRACTOR's means. methods, techniques, . sequences or procedures of construetion, or the safety precau- CONTRACTOR', W",""", _ITide: tions and programs incident therelO, or for any failure of CONTRACTOR 10 comply with Laws and Regulations appli- 14.3. CONTRACTOR wanants and guarantees that title 10 cable 10 the furnishing or petformance of Work, or for any . all Work. materials and equipment covered by any Application failure of CONTRACTOR to petform or furnish Work in for Payment. whether incorporated in the Project or not, will accordance with the ConInlCt Documents. pass 10 OWNER no later than the time of payment free and 14.7. ENGINEER may refuse 10 recommend the whole or . dear of all Liens. any pan of any payment if. in ENGlNEER's opinion. it would be incu...ct to make the representations 10 OWNER referred R.....of"K~ ~ 10 in paragraph 14.5. ENGINEER may also refuse 10 rec:om- I . /. I't.....ss "'-"" mend any sueh payment. or. because of subsequently discov- ered evidence or the results of subsequent inspections or tests. 14.4. ENGINEER will. within ten days after receipt of nullify any sueh payment previously recommended, 10 such each Application for Payment. either indicate in writing a extent as may be ........""ry in ENGINEER's opinion 10 I .... -('o....""MIation of payment and present the Application 10 proteCt OWNER from loss """"....., OWNER. or retum the Application to CONTRACTOR indi- 14.7.1. the Work is d~ectM, or completed Work has catiDa in writing ENGINEER's reasons for refusing 10 recom- mead payment. In the IatIer case, CONTRACTOR may make been d.......... requiring c:ometion or ~t, I the --ry ClIlftlCtions and resubmit the App;.....v-.n. Ten 14.7.2. the Contract Priee has been reduced by Writ- days after Jlr""""ll1A'ioot of the A.ppIication for Payment to ten AmaldmA\t or Change Order. OWNER with ENGINEER's recommendation. the amount 14.7.3. OWNER has been required to c:orrec:t d~ec:- I rw-.........,... will (sul!iect to the provisions of the last sen- _ ofJllll1lll'SPh 14.7) become due and when due will be paid tiw Work or complete Work in accordance with parllgI1Iph by OWNER to CONTRACTOR. 13.14.01' 14.7.4. ENGINEER has actuaJ knowledge of the DC- . 14.5. ENGINEER's .ecouuuendation of any payment re- _ of any of the events enumerated in )IIlnI3I'Spbs cpated in ~ for Payment will constitute a ~ 15.2. I through 15.2.4 inclusive. ~,lAl~ by GINEER 10 OWNER. based on ENGlNEER's OWNER may refuse to make payment of the full amount olHlitnlbscliitions:Of:ihe exec:uted Work as an experienced . and 'l:iiJified ~.~ and on ENGINEER's review ftWII...-ftlIed by BNGlNEER because: qd".~ ~..... . ofthe'APPI;....h'JII fC!l'~t and the accompanying data and 14.7.5. claims have been made IIIlinst OWNER on acheduIei. thatto the.best ofENGINEER's kDow\edgIe, iofor- IoCCOlI\It of CONTRACTORs perflll1llllllCe or fumishi1I8 of . IIIIIioIi:aiid be~; 1~<:J: the Work, ~n : u.=- ~. ..w -- , . -...... ~~ 38 ,. "0> I ----- --.-------.-- - .. I 14.7.6. Liens have been filed in connection with the ENGINEER .in writing prior !" ENGlN~ER's issuing t~ I Work, except where CONTRACtOR has delivered a delinilive ceruficate of Sub~ Compleuon. ENGINEER s specific Bond salisfaclOry 10 OWNER 10 secure the aforesaid reco~on will be binding on OWNER and satisfaction and disehatJe of such Liens, CONTRACTOR unul final payment. I 14 7 7 there are otlter items entitling OWNER to a 14.9. OWNER shall have the rilht to e"c:I~e CO~- ir' . . t the t recommended or TOR from the Work after the date of Substantial Complel1Oll. setoO 8lllUns amoun , but OWNER shall allow CONTRACIOR reasonable access to 14.7.8. OWNER has actual knowledge of the oc:c:ur- complete or eor=t items on the lellwive list. I rence of any of tlte events enumerated in paI'8II8phs !4.7.1,through 14.7.30rJllll'llll'8llhs 15.2.1 throu8h 15.2.4 l'tItrialUd/i:1IIiIIII: mclusavc; I . .. 14.10. Use by OWNER at OWNER's option of any sub- but OWNER must give CONTRACTOR immediate wntten stantially completed part of the Work which: (i) has specifically notice (with a copy 10 ENGINEER) stating the reasons for been identified in the Contract Documents, or (d) OWNER, such aetion and promptly pay CONTRACTOR the amount so ENGINEER and CONTRACTOR agree constitutes a sepa- I withlteld. or any adjustment tltereto agreed to by OWNER and rately functioning and usable pan of the Work that can be used CONTRACTOR, when CONTRACTOR. c:orrec:ts to OWN. by OWNER for its intended pIIIJlOSe without significant inter- ER's satisfaction the reasons for such aebon. ference with coNTRACIOR's petfonnance of the remainder I of the Work, may be aa:ompIished prior 10 Substantial Com- pletion of all the Work subject to the following: s... .:., C'-'.. r ""j.. 14.10.1. OWNER at any time may request CON- I 14.8. When CONTRACTOR considers the entire Work TRACrOR in wriliDg to permit OWNER to use any such readyforits intended use CONTRACIOR shall notify OWNER part of the Work which OWNER believes to be ready for and ENGINEER in wriliDIl that the entire Work is substantially its intended use and substantially complete. If CON- I complete (except for items spec:ifically listed by CONTRAC- TRACrOR agrees that such pan of the Work is substan- TOR as incomplete) and request that ENGINEER issue a tiaIIy complete. CONTRACTOR will certify 10 OWNER ccttificate of Substantial Completion. Within a reasonable time and ENGINEER that such pan of the Work is substafto thereafter. OWNER. CONTRACTOR and ENGINEER shall tially complete and request ENGINEER 10 issue a certif- . make an inspection of the Work 10 detennine the SIalIlS of icate of Substantial Completion for that part of the Work. completion. If ENGINEER does not consider the Work ~ CONTRACTOR at any time may notify OWNER and stantially complete, ENGINEER will notify CONTRACTOR ENGINEER in wriliDg that CONTRACIOR c:onsiders . in writing givillll the reasons therefor. If ENGINEER considers any such pan of the Work ready for its intended use and the Work substantially complete, ENGINEER will prepare and IIIJIwtant..ny complete and request ENGINEER to issue a ~ to OWNER a temative c:enificate of Substantial Com- certificate of Substantial Completion for that pan of the pIetion which shall fi" the date of Substantial Con.pIetion. Work. Within a reasonable time after either such request, I There shall be attadted to the certificate a tentative list of items OWNER, CONTRACTOR and ENGINEER shall ma1ce to be c:ompIeted or eorrec:ted bef_ final payment. OWNER an inspecIion of that pan of the Work to determine its shall have seven days after receipt of the tentative certificate SIalIlS of completion. If ENGINEER does not c:onsider duriaa which 10 make written objection 10 ENGINEER as to that part of the Work 10 be substantially complete. ENOI- . Uly provisions of the ...,tiIiw4&o or alIaI:hed list. If. after NEER will notify OWNER and CONTRAClOR in writ- coosidering such ~~ ~, ENGINEER c:aodudes that the il!ll giving the reasoos theftfor. If ENGINEER c:onsiders Work is not sghota.m.lly complete, ENGINEER will within that part of the Work to be substantially complete. the fourteen days after S1JI>...;..:on of the tealative c:er1ificate to provisions of p8IlIlp'apbs 14.8 and 14.9 will apply with I OWNER DOtify CONTRACTOR in writil!ll. swiDathe reasons respect 10 c:enifH'<oov.a of S~"""'1tial ~I of that tb..4\)o. If,afterc:onsidenllionofOWNER'so~-'.EN- pan of the Work and the division of rel"'...;hlIity in GINEER conJiden the Work .......'ially '-9"1~. ENGI- respect thereof and access thereto. I NEER will within said founecn days execute ad deliver to OWNER and CONTRACTOR a definitive certificate of Sub- 14.10.2. No occupancy or sepmate Qli:nmon of part SWltiaI Completion (with a revised tentative list ofitems to be of the Work will be "( ~ ~\..,Ii~~ o..ak.,lc.ted or eorrec:ted) reIIecling such "'-Ir from the the requ;........... of PI/'IIIlI'8Ph ~il of" , y . tentalive cenificate as ENGINEER believes justified after --.. :; - r: (oPliIIo'&\ioo of any objec:tioas from OWNER. At the time of S2 . - delivery of the tentaIive c:atificate of SoobP..v-1 Cuwpletiou ~ ~ ;po rll1 ENGINEER will deliver 10 OWNER and CONTRACTOR a FiMll... ~ . :- rn .:z a I written rec:ommendation as to dMsion of ...s,.uos.'biIities pend- 0 ::0 ~ il!ll fiDaI payment between OWNER and CONTRACTOR with 14. I I. Upon written IIlltice from ~~R that !be respect to scc:urity opcratioIl. safety, maintenance. bea1. utili- entire Work or an agreed portion thereOf is COIIIIlIete. ENGI- I ties, insurance and 'warranties and pIIIIlIIItees. Unless OWNER NEER wiII.ma1te a tinaI.i1IsI'ection With O~ER ~ CON- and CONTRACTOR...... otherwise in wriliDIl and so inform TRACTOR and will notify coNTRACTOR. m -wriliDI of all 39 I paniculars in which this inspection reveals that the Work is I CONTRACTOR. incomplete or dqutil't!. CONTRACTOR shall inunedialely . lake such measures as are necessary to complete such Work or 14.14. If. thl'Ollllh no fault of CONlllACIOR. final ClOIIIo remedy such deficiencies. p/etion of the Work issisnificandy delayed and if ENGINEER so eonlirms. OWNER shall. upon receipt of CONTRACroR '. FiatIlAW~'-';:-ltJrr..,,-lJIl: final Applicaow, for Payment and I_.u.~'odation of ENGJ. . NEER. and without tcmIinatiJt& the "'" eIl/hel\l. malic pay- ment of the balance due for that ponion of the Work fully 14.12. After CONTRACTOR has completed all such cor. eu..~ and ""Cep'ed If the I'elIIIIiniQg balance ID be held by . rec:tions to the satisfaction of ENGINEER and delivered in OWNER for Work IlDl fully ..ol\.,Aa.od or c:omcted is less than 8CalI'danc:e with the ConInlCt Documents all maintenanc:e and the retainIF stiptd,'''(l in the AIn>aneIIl. and if Bonds have opet1lling instnK:tions, schedules, JIllII'IIIlee5. Bonds. certifi- been furnished as required in ~ 5.1. the written c:on- ~ or other eviclence of insurance required by p&nIII8plI 5.4. sent of the suretY 10 the payment of the baIanc:e due for that . cenific:ates of inspection, marked-up record cIocwnenls (as ponion of the Worlt fUlly -.qlIetcd and accepletf shall be )IlOVided in Jl8IlIII'SIIh 6. 19) and other documeI\ls. CONTRAC- submitted by CONTRAC1OR ID ENGINEER with the AppIi- TOR may malic application for final payment following the cation for such payment. Sucb payment shall be made under procedure for prosress payments, The final Application for the tenDs and conditions aoveming final payment. except that I Payment shall be aecompanied (except as previously delivered) it shalll10l constitute a waiver of c:Iaims. !'Y: (i) all documentation called for in the ConInlCt Documents. including but not limited to the evidence of insurance required HlIiM''' a.;.: I by subparapaph 5.4.13. [d) consent of the surety. if any. 10 final payment. and (ill) comp/ete and legally dfeclive releases or waivers (...,;.r,,,,"I)' to OWNER) of all Liens IIrisinI out of or 14.15. The making and ~nce of final payment will filed in c:onnection with the Work. In lieu of such releases or c:onstilUte: I waivers of Liens and as ...,..u-..l by OWNER. CONTRAC- 14.15.1. a waiver of all claims by OWNER IllIIIinst TOR may furnish receipts or releases in full and an allidavit of CONTRACTOR that: (i) the releases and receipts incJude all CONTRACTOR. except c:Iaims arisi1lc ftom UIlSdIIed Liens. labor. services. mareriaI and equipmeat for which a Lien COIIId ftom dqmi-H Work appearina after final inspection JIUnU- I be filed. and [UI all payrolls. material and equipment bills and ani 10 Jl8IlIII'SIIh 14.11. from fiIiIure to comply with the otherindebledneueonnected with the \\bttforwhic:/l OWNER ContnM:t Documents or the temlS of any speeiaI guatIIIItees or OWNER's property milht in any way be responsible have lI!leCif\ed therein. or from CONTRACTOR's eontinuing 0b- I been paid or otherwise satisfied. If any Subcontrac:tor or Jiplioas under the Con\nlCl Documents; and Supplier fiuls ID furnish such a tdease or receipt in full. CONTRACTOR may furnish a Bond or other c:oUataaJ lIIllis- 14.15.2. a waiverofallclaims byCONTRACTOR IllIIIinst factory ID OWNER ID indemaify OWNER Ipinst any Lien. OWNER other than those previously made in writin& and I 11iI11IIISCllIed. F_II... -ad" . I!J(: 14.13. If, 011 the basis of ENGlNEER's observation of the AR11Cl.E I~USPENSION OF WORK AND . WoItt dllriDl coastnICtion and final :. """ lill.. and ENGJ. TERMINAnON NEER's Ieview of \be IinaI ~...... for Payment and I a.l 4h.""yiaa ""'"'~tion U required by the Caatmct ........_1, ENGINEER is ,,':A0,6 that \be Work has been OWNR "", f ~ .......piooUd and CONTRACroR's other ol~W.':"'lS under the .Itiri: Caatmct ........_ have been fidIIIIed, ENGINEER will 15.1. At any lime and withoul _. OWNER may SUI- I wilbin tal days after receipt of \be IinaI A~lion b- Payment, indicate in writin& ENGINEER's .-...............v.. pClId \be Work or any ponion lhereoffor a period t1I not more of payment and ,....at the ~ '" OWNER for pay- lban oinety days by aaIice in writin& to CONTRACTOR and tDIlIIl. At \be .... lime ENGINEER will aIIo live writt2n ENGINEER wbich will fir. lite date on which WoItt Will be I aaIice '" OWNER uti CON'I1W:J'OR that \be WoItt is 1aIlIIIlllI. CON'J'RAC'J'OR IhaD _ dte WoItt on \be date ~ subject to the ptuoi.ioa. of ......... 14.15. 0tIt- SO fixed. CON'I1W:J'OR shaIJ be allowed an 1IIljI'"'-t in the CIWIIe. ENC;UNEER will _ \be ~;..".v.. to CON- Contnlct Price or an ...a...uliot. of the Contnlct TIIIICS or both 'l'RAC'I'OR. ~ !" wrilina the _ for nfIIsiIw to din:clIyallribulable to any sudI fII'" , . "l ifcoNTivcroR . i~ [\III..L....'I ~..yment. in wbicb cue CON'I1W:J'OR IIIaff makes an ......u.ed claim Ibwdu. .. ptuoided in Anil:Ies I I ~ the 1'1/:, . T co..=-- and resubmit \be AppI;""';"" and 12. Tbiny days~ \be:li! ,.,~ to OWNER of \be AppIica- . lion ~ 8{t.....p;,ff~ doct-..tion, in ...,.......late form OWNR II", II> . ': and~l ' ...~ ~. ENGINEER.s... . ..~tion and ~._Of ~~~1he amount .Cwu"'K'"~ by ENOl.. 15.2. Upon the __ of any _ or more of \be ~')MU..!!fcaiaC- and will be paid by OWNER to folIowiaI e_ . _ :;-u -= !::<! \lJ1", co w u=:: 40 ..... 0 . Q:) C7\ ------ - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - I 15.2.'. if CONTRAClOR persistently fails 10 petform 15.4.2. for expenses sustained prior 10 the effeetive dale I the Work in ac:c:onlance with tlte Contract Documents (in- of termination in petforming services and furnishing labor, eluding. but not limited 10, failllR! to supply sufticient skilled materials or equipment as required by the Contract Docu- workers or suitable materials or equipment or failllR! to ments in connection with uncompleted Work. plus fair and . adhere to tlte progress sehedule established under ~ reasonable sums for overllead and profit on such expenses; 2.9 as adjusted from lime to time pursuanl to JIIll'Illf8Ilh 6.6); 15.4.3. forall claims. costs, losses and dama&es ineurrecl 15.2.2. if CONTRACTOR disrqards Uaws or RquIa- in settlement of terminated CODInlCts with Subcontnletors. I lions of any public body having jurisdiction; Suppliers and otben; and 15.2.2. if CONTRACTOR disreprds the authority of 15.4.4. for ~e expenses diRctly attributable 10 I ENGINEER; or tcrminalion. 15.2.4. if CONTRACTOR Olherwise violates in any sub- CONTRACTOR shall not be paid on account of loss of stantial way any provisions of the ContnIl:t Docl_; an/;..;p.'N1 profits or revenue or other economic loss arising I out of or resulting from such termination. OWNER may. after living CONTRACTOR (and the surety. if any.) seven days' written notice and 10 the extent permit- Ited by Uaws and Regulations, terminate the services of CON17lAC'1rJR M., _ Wlri tit' r.. . _, CONTllACTOR. exclude CONTRACTOR from the site and lake JIO$seSSion of the Work and of all CONTRACTOR's U.5. If. througb no act or fault of CONTllACTOR. the tools. appliances. constnIe1ion equipment and machinery at Work is suspended for a period of more than ninety days by I the site and use the same to the flIIl eXlellt they could be used OWNER or under an order of COlIn or other public author- by CONTllACTOR (without liability to CONTRAClOR for ity, or ENGINEER fails to act on any Application for trespass or conversion). in.;orpolate in the Work all materi- Payment within thirty days after it is submitted or OWNER I als and equipment stored at the site or for which OWNER fails for thirty days 10 pay CONTRACTOR any sum finally has paid CONTllACTOR but which are stored elsewhere. determined 10 be due. then CONTRACTOR may, upon and finish the Work as OWNER may deem expedient. In sevetl days' written IlOtic:e 10 OWNER and ENGINEER, such case CONTRACTOR shaIJ not be entitled to n:ceive and provided OWNER or ENGINEER do not remedy such I any further payt1lCnt until the Work is finished. If the unpaid lllIpeIISion or failure within that time. terminate the A&ree- baIauce of the Contract Price exeeeds all claims, _. meat and recover from OWNER payment on the IlIIIne terms losses and damqes sustained by OWNER arising out of or as provided in JIIlI'IIII'8Ph 15.4. In lieu of terminating the . resulting from completing the Work. such excess will be paid A,.CwdCilt and without prejudice to any other right or to CONTRACTOR. If such claims. _. losses and dam- Jaledy. if ENGINEER has failed to act on an Application ages exc:eeclllllCh unpaid balance, CONTRACTOR shall pay for Payment within thiny days after it is submitted, or the difference to OWNER. Such claims. _. losses and OWNER has failed for thirty days 10 pay CONTRACTOR I dlUlllllle5 incun'ed by OWNER will be reviewed by ENOI- any sum finally determined to be due. CONTRACTOR may NEER as to their -"Ieness and when so ......0..-1 by upon seven day's written notice to OWNER and ENOI- ENGINEER incorpor8!ed in a 0Ianae Order. proWcled that NEERstop the Work URbl payment of all such alPOlmts due when exerdsing any riIhts or mooec:Iies lIIIlIer this JlIIIaInPh CONnACTOR. includina interest therecin. The provisions I OWNER shall not be required to obtain the Iowcst price for of this JlIIIaInPh 15.5 are not intended to prec:Jude CON- the Work perflll'llled. TRACI'OR from amking claim under Articles I I and 12 for _.iacIase in Coatract Price or ConuaetT_ or otberwisc I U.3. Where CONTRACTOR's _.icw haft been . ter- for ~~pellSeI.or damage directlr attrillu~ to cONTRAC- minated by OWNER, the ... ...;..-.. or wBJ IIOt d'ec:t any rlIbls 10R s stoppIQa Work u permitted by this ~ or 1-'~ofOWNER"" CONTRACTOR theocllistitll_ ~ or whicb may tb.I...w.. _. Arry """.Ilo., or payment 11l ~ C') M <'1f\l I moneys due CONTRACTOR by OWNER wBJ IIOt .... '):>- CD == CONTRAClOR from liability. AIl11CLE Ir.-DJSPUTE RESOUTnON C') ~ ::: F 15.4. Upao seven days' written IIOIice to CONTRACTOR ' ~;:: 5'i iTI . and ENGINEER. OWNER may, without _ and without lfudtothe_thatOWNERandCO~~'O prejudice to any other riIht or remedy of OWNER. cIect to III'ccd 011 the mecbDd and procedure for ~ ~ tenIIilIate the A,.cc:.IlCd\. In such cue. CONTRACTOR sbaJI bdII._ them that may __ under this """':-.....~ . be paid (without dlop....rinq of any items): dispulc ~"iool method and procedure. If any. sIw.Il be u set bth in Exbibit GC-A. "Dispute ,......utioro Ai1."".__d ." tobe 15.4.1. for ~..pI<ted and. ..<llobIe Work C"ee>W' in aIlllCIled bcrcto and made a pan hereof. If no such ..._ .......do.uc.. with the Cantnlct n...._, prior to the c<<ec- OIl the IIlClbod and pmcedure for resoJYiDs such <lisp_ has . tive date of tcrminalion. ..........-.r fair and _..-hIP _ been ftlIlched. and subject to the pI\>.jsioaa of ........,.J.. 9. 10, forovabad and profit 011 such Work; 9.11. and 9.12, OWNER and CONTRACTOR may excrc:iIe I ~ I I: such rights or remedies as either may otherwise have under the act of the other pany or of any of the other pany's employees I Contract Documents or by Laws or Regulations in respect of or agents or others for whose acts the other pany is legally 1 any dispute. liable. claim will be made in writing to the other pany within a reasonable time of the first observance of such illiury or damage. The provisions of this paragraph 17.3 shall not be 1 ARTICLE I7-MISCEL.l.ANEOUS eonstnted as a substiWle for or a waiver of the provisions of any applicable StalUte of limitations or repose. ~ NIJIi#: C-.........;~ R......: I 17.1. Whenever any provision of the ConInlCt Documents 17.4. The duties and obJi&ations imposed by these General requires the giving of written notice, it will be deemed 10 have Conditions and the rilhts and remedies available hereunder to I been validly given if ddivered in person to the individual or 10 the panies herelO, and. in particular but without limitation, tlte a member of the firm or 10 an oIlicer of the corpotation for warranties. 8\lSIaIItees and obligations imposed upon CON- whom it is intended. or if delivered at or sent by registered or TRAC'IOR by paragraphs 6.12. 6.16, 6.30, 6.31, 6.32. 13.1, certified mail, postage prepaid. to the last business address 13.12, 13.14. 14.3 and 15.2 and all of the rights and remedies I known to the giver of the notice. available 10 OWNER and ENGINEER thereunder. are in addition 10, and are DOl 10 be construed in any way as a ~ofTiaa: limitation of, any n,tJts and remedies available to any or all of I them which are otherwise imposed or available by Laws or 17.2.1. When any period of time is referred 10 in the Rqpdations. by special warranty or guarantee or by other ConInlCt Documents by days. it will be computed to exclude poovisions of the Contract Documents. and the provisions of the first and include the last day of such period. If the last day this JllII3IlI8Ph wm be as effective as if repeated specifically in . of any such period falls on a Salurday or Sunday or on a day the Contract Documents in connection with eacIt particular ~a~~~bythe~ofthe~~ duty. obIiplion, n,tJt and remedy to which they apply. such day will be omiaed fnJm the CIOIIIJIlI\lIIi 17.2.2- A calendar day of twenty.four hours measured ProJIIIi-z "- I11III c-t CtJIlS11IdMtW: I from midnight 10 the next midnight will c:onstitutc a day. 17.3. Wheaeverreference is made to "claims, costs. losses NIJIi# of CIIIim: and damages:' it shall include in each case, but not be limited I 10. all fees and cllalJes of engineers, architects, attorneys and 17.3. Should OWNER or CONTRACTOR suffer il\iury or other professionals and all court or arbitnltion or other dispute damage to person or property because of any enor. nmju;oo, or resolution costs. I C') -.:( C> 8 "'-<r""?; I 0 -0 0::_ ::r: l..L.l . UJ\ c::< -'>- w!:: J - >-'-' . - = ;-<:( ~ cD (33: w t..- O cP - 0'\ I . - . . J ['I1Ie .....-i ....:, of... pqe _left bIIIIIt 1'~.'~.~ly.] I . - . . . - . . - ; I - , ; .- , " . I I I 42 I - - ..- - . American Atbitllllion Assoeiation, and a copy will be sent to EXlUBIT GC-A to General Conditions of the 'I Agreeinent Between OWNER and CON- ENGINEER for information. The demand for arbitration will be made within the thiny-day or ten- day period specified in TRACIOR Dated paragraph 16.2 as applic:able. and in all other cases within a For use with EJCDC No. 1910-8 (1990 ed,) reasonable time after the claim. dispute or other mailer in '. question has arisen, and in no event shall any such demand be made after the date when institution of legal or equitable proceedings based on such claim, dispute or otlter mailer in DISPUTE RESOUJTION AGREEMENT question would be baned by the applicable slalute of limi.... I lions. OWNER and CONTRACTOR hereby agree that Article 16 Except as provided in paragntph 16.5 below, no 16.4. 'I of the General Conditions 10 the Asreement between OWNER arbitration arising out of or relating 10 the Contract Documents and CONTRACTOR is amended 10 include tlte following shall include by consolidation. joinder or in any other manner agreement of the parties: any other penon or entity <inc1udilll ENGINEER, ENGI- NEER's Consultant and the officers, directors, qents, em- I 16.\. All claims, disputes and other matters in question ploy... or consultants of any of them) who is not a party to this between OWNER and CONTRACTOR arising out of or relat. contract unless: ing to the ConInlCt Documents or the breach thereof <except I for claims which have been waived by the making or accep- 16.4. J. the inclusion of such other person or entity is lance offinal payment as provided by paragraph \4.15) will be necessary if complete relief is to be afforded among those decided by arbitration in lICCXlrdance with the ConstrUction who are already parties to the arbitration. and Industry Arbitnltion Rules of the American Arbitration Asso- I cialion then obtaining, subject to the limitations of this Article 16.4.2. such other person or enlity is substantially in- 16. lbis 88l=nent so 10 arbitrate and any other a".4lw."nt or voIved in a question of law or fact which is common 10 those c:oasent 10 arbilnlte entered inlO in accordance herewith as who are already parties to the arbitration and which will arise provided in this Anicle \6 will be specifically enfon:eablc: under in such proc:eedings, and . the prevailing law of any coon having jurisdiction. 16.4.3. the written consent of the omei person or entity 16.2. No demand for arbitration of any elaim. dispute or sought 10 be included and of OWNER and CONTRAClOR . other matter that is required 10 be refenoed 10 ENGINEER has been obtained for sueb inclusion, which consent shall initially for decision in accordance with pat1III'Sph 9.11 will be maIte specific: reference 10 this, paragntph; but no such made until the earlier of <a) the date on which ENGINEER has consent shall constitute consent 10 arbitration of any dispute rendered a written decision or (b) the thiny.first day after the not specilically described in such consent" or 10 arbitralion . parties have presented their evidence to ENGINEER if a with any party not specifically identified in sucil consent. written decision has not been rendered by ENGINEER before that date. No demand for arbitration of any sueb claim. dispute 16.5. Notwithstanding paragntph 16.4 if a Claim, dispute or or other matter wiD be made later than thiny days after the date other matter in question between OWNER and CONTRAC- . 01\ which ENGINEER has rendered a written decision in lOR involves the Work of a Subcontractor, either OWNER or respect thereof in lICCXlrdance with paragraph 9. II; and the CONTRACTOR may join such Subcontractor as a party 10 the failure 10 demand arbitration within said thirty days' period will arbitration between OWNER and CONTRACTOR hereunder. . result in ENGINEER's decision being final and binding upon CONTRACIOR shall include in allsubcontrads required by OWNER and CONTRAClOR. If ENGINEER renden a de- paragraph 6.1 I a specific: provision whereby the Subcontractor cision after arbitra1ion proc:eedings have been initiated, such consents to being joined in an arbitration between OWNER decision may be entered as evidence but wiD not supersede the . and CONTRACTOR involving the Work of sueb Subcontrac. I arbitration pro..eedings. except where the decision is accept- llII'. NothitqJ in this pal'IlBI'Sph 16.5 nor in the provision of sueh 8bIe to the parties _ ned. No demand for arbitration of any subc:onu8ct c:onsentiDIlO joinder shall create any claim, rilht wriUen decision of ENGINEER rendered in accordance with or cause of acIion in fa..or of Subc:ontraclDr and apinst puIIIBIlh 9.10 wiD be made later than ten days after the party OWNER, ENGINEER or ENGINEER's Cons"I\aI"s that I makiDg such demand has deHverecl written notice of intention does not ClCherwise exist. to eppeaI as provided in paragraph 9.10. 16.6. The aW8ld rendered by the arbitrators will be tinal, . 16.3. Notice of the demand for arbitration will be filed in juclament may be entered upon it in any COIIn~vinajurisdic- writiIlg with the other pany to the 4- and with the tionthereof.anditwillnotbesubjecttomod~t~oreppeal. o '""'"lFU :::E:~ g I ". -I ==- n-< :: II"' (The remainder of this page was left blank intentionally.] 3. ~ po ~ -m:Z to) . 0:;0 '" - :::;:?'- .. '". <f)- GC-AI . I 16.7. OWNER and CONTRACTOR agree that they shall tion would irrevocably prejudice one of the panies. The first submit any and all unsettled claims, counterclaims. dis. respective thiny and ten day time limits within which to file a . putes and other matters in question between them arising out of demand for arbitration as provided in paragraphs 16.2 and 16.3 or relating to the Contract Documents Or the breach thereof above shall be suspended with respect to a dispule submilled 10 ("disputes"). to mediation by The American Arbilnltion As- mediation within those same applicahle time limits and shall soc:ialion under the Construction Industry Mediation Rules of remain suspended until ten days after the termination of the I the American Arbitration Assoc:ialion prior to either of them mediation. The mediator of any dispute submilled to mediation initiating apinst the other a demand for 8lbitration pursuanlto under this Agreement shall not serve as arbitrator of such IJlU'8iI3Phs 16.1 through 16.6, unless delay in initiating 8lbitra. dispute unless otherwise agreed, . . I I I . M I C> <l: ~ 6 ~3: 0:: C) W ::r: w- I <<< .-1 >= .d wt- - = - >-u f:.1b co !=<t: . L..J US: ..... C) <Xl en . I I I I , , . . - " . - . '- " '- . - , - . , } . '. J . GC-A2 I . . . . . . . . . . CIbis PIIC _left bIaak i_lil.lally.] . . . . . . . . . . 13474 01 SUPPI.F:MENTARY rONDmONS . wp956 Page 1 These Supplementary Conditions amend or supplement the Standard General Conditions of the Construction Contract (No. 191()"8)(l990 Edition) and other provisions of the Contract DocumentS as indicated . below. All provisions which are not so amended or supplemented remain in full force and effect. . . Terms used in these Supplementary Conditions which are defined in the Standard General-Conditions . of the Construction Contract have meanings assigned to them in the General Conditions. SC-I DEFINmONS I . The ENGINEER's Consultant is Stanley Consultants, Inc., 225 Iowa Avenue, Muscatin~, Iowa 52761. I Add a new definition after "General Requirements" to read as follows: I . "Instruction to Contractor" Same as "Field Order. " I . Add a new definition after "Project" to read as follows: I "Project Manual - volume which includes bidding requirements, sample forms and certain of I the Contract Documents such as Conditions of the Contract and Specifications." I SC-2.2. COPIES OF DOCUMENTS ..0 ~ o -."\ . Delete paragraph 2.2 of General Conditions in its entirety and refer to Section 01~eg~ing']lPies of Drawings and Project Manuals. ~:i. :: r SC-3.5. AMENDING AND SUPPLEMENTING CONTRACT DOCUMENTS -t (") ffl -<r "'" . . rn ::Jt 0 -;;0 '-P. Delete paragraph 3.6.2 of the General Conditions in its entirety. ~~ .J:;- c.n SC-4.2-4.3 SUBSURFACE AND PHYSICAL CONDmONS &" . In the preparation of Drawings and Specifications, ENGINEER or ENGINEER's Consultants have relied upon: . 4.2.1 The following reports of explorations and tests of subsurface conditions at the site of the work: . 4.2.1.1 Report dated January 26, 1994 prepared by Terracon Consultants, entitled: "Preliminary Subsurface Exploration, Proposed Wastewater Collection Facilities Improvement, Iowa City, Iowa." The technical data contained in such I report upon which CONTRACTOR may rely is boring log and laboratory test data. 4.2.1.2 Report dated October 6, I 994 prepared by Terracon Consultants. entitled: . 'Phase IT Subsurface Exploration, Proposed Wastewater Collection Facilities Improvement, Iowa City, Iowa." The technical data contained in such report upon which CONTRACTOR may rely is boring log and laboratory test data. I 4.2.1.3 Report dated December 10, 1996 prepared by Terracon Consultants, entitled: 'Willow Creek Interceptor Sewer, Iowa City, Iowa." The technical data con- tained in sucb report upon which CONTRACTOR may rely is boring log and . laboratory test data. 4.2.1.4 Report dated July 2, 1997 prepared by Terracon Consultants, entitled: "Willow . Creek Interceptor Sewer, Iowa City, Iowa.' The technical data contained in such report upon which CONTRACTOR may rely is boring log and laboratory test data. This report includes borings from December 10, 1996 report listed in paragraph 4.2.1.3 above. . SUPPLEMENTARY CONDmONS 1J474.01 . Page 2 wp956 . M 4a.1.5 Report dated December 17, 1997 prepared by Terracon Consultants, entitled: <=> 9 =c~ 'Proposed Iowa River Pedestrian Bridge, Iowa City, Iowa.. The technical data . 0 0:::0 contained in such report, upon which CONTRACTOR may rely is boring log ::J:: u..:~ W .a and laboratory test data. WI- ..J - ?:.Cjpi:s of these reports and drawings that are not included ~il;h Bidding Documents may be . - c== [,b. co ~~ammed at office of Stanley Consultants, Inc., Stanley Bulldmg, 225 Iowa Avenue, uJ 'id'oscatine, Iowa or Public Works Department, Civic Center, Iowa City, Iowa during regular u.. co business hours or may be obtained from ENGINEER's Consultant at ENGINEER's . (j\ Consultant's reproduction cost plus handling charge. These reports and drawings are not part of the Contract Documents, but the technical data contained therein upon which CON- TRACTOR is entitled to rely as provided in GC-4.2.2 and as identified and established above . are incorporated therein by reference. CONTRACTOR is not entitled to rely upon other information and data utilized by ENGINEER and ENGINEER's Consultants in the preparation of Drawings and Specifications. Add a new paragraph immediately after paragraph 4.2.6. of the General Conditions which is to read as . follows: 4.i.7 ARCHAEOLOGICAL DEPOSITS: If CONTRACTOR discovers any significant cultural, . historical, or paleontological resources, CONTRACTOR shall promptly report them to the Office of the State Archaeologist and OWNER. CONTRACTOR may be allowed an . .-. 'adjustment of Contract Time(s) pursuant to Article 12 of the General Conditions. If OWNER. . , wjth the advice of ENGINEER's Consultants, concludes that the Contract Documents require . changes due to archaeological features, OWNER shall, pursuant to Article 10 of the General - , Conditions, order any changes in the Work and corresponding adjustments in Contract Price . r~uired solely because of the archaeological features encountered. ) SC-5.4. CONTRACTOR'S LIABILITY INSURANCE . The limits of liability for the insurance required by paragraph 5.4 of the General Conditions shall provide the following coverages for not less than the following amounts or greater where required by Laws . and Regulations: 5.4. I and 5.4.2. Workers' Compensation. etc. under paragraphs 5.4.1 and 5.4.2 of the General . Conditions: (J) State: Statutory (2) Applicable Federal I (e.g., Longshoreman's): Statutory (3) Employer's Liability: $1.000,000 . 5.4.3,5.4.4 and 5.4.5. Contractor's Liability Insurance under paragraphs 5.4.3 through 5.4.5 of the General Conditions which shall also include completed operations and product liability . coverages and eliminate the exclusion with respect to property under the care, custody and control of Contractor: (I) General Aggregate (Except Products-Completed Operations) $2,000,000 . (2) Products-Completed Operations Aggregate $1,000,000 (3) Personal and Advertising Injury (per Person/Organization) $1,000,000 . I' - - - --- - ---- ------ . 13474 01 SUPPLEMENTARY CONDITIONS . wp956 Page 3 (4) Each Occurrence (Bodily Injury and Property Damage) $2,000,000 . (5) Property Damage liability insurance will provide Explosion, Collapse and Under- ground coverages where applicable. . (6) Excess Liability: General Aggregate $9,000,000 . Each Occurrence $1,000,000 "" 0::> 5.4.6 Automobile Liability: 0 ." "'\il . ::En g (I) Bodily injury: ;p.:::j ===- n-< - r - $1,000,000 Each Person :::in ~ -<.r "'" . $1,000,000 Each Accident . rn 3: 0 0;0 'P. Property Damage: ::E?': U'l ):? .r:- . $1.000,000 Each Accident . 5.4.7 Stanley Consultants, Inc., shall be included on policy as additional insureds. SC-5.4.10. CONTRACTUAL ENDORSEMENT I The Contractual Liability coverage required by paragraph 5.4.10 of the General Conditions shall provide coverage for not less than the following amounts: . (I) General Aggregate $2,000,000 (2) Each Occurrence (Bodily Injury and Property Damage) $2,000,000 . In addition, the Contractor shall be required to comply with the following provisions with respect to insurance coverage: . The entire amount of Contractor's liability insurance policy coverage limits. identified in the policy and in the Certificate of Insurance, must. under the policy, be available to pay damages for which the insured Contractor becomes liable, or for which the insured assumes liability under the indemnity agreement herein contained, and such coverage amount shall not be subject to reduction or set off by virtue of investigation or I defense costs incurred by Contractor's insurer. The entire amount of the Contractor's liability insurance policy coverage limits shall be payable by the I' Contractor's insurer, with no deductible to be paid by, or self-insured retention to be attributed to, the Contractor unless this requirement is waived by the City. Contractor's Certificate of Insurance must set forth the nature and amount of any such deductible or self-insured retention. . If Contractor's liability insurance coverage is subject to any special exclusions or limitations not common to the type of coverage being provided, such exclusions or limitations shall be noted on the Certificate of Insurance. . . . - SUPPLEMENTARY CONDmONS 13474 OJ . Page 4 wp956 The City prefers that Contractor provide it with "occurrence form" liability insurance coverage. If . Contractor can only provide "claims-made" insurance coverage, then the Contractor must comply with the following requirements: . If the Contractor cbanges insurance carriers, or if Contractor's insurance coverage is canceled during the contract period or within two years after completion of the Contract and City's acceptance of the . work, Contractor agrees to immediately notify the City of such event. If Contractor's insurance is canceled or is allowed to lapse during said period. Contractor shall be required to obtain replacement insurance coverage to fulfill its obligation hereunder. . If; during;said period, Contractor voluntarily changes insurance carriers or is required to obtain replacem~nt coverage from another carrier, Contractor shall either (1) purchase "tail" coverage from . ,its first carrier effective for a minimum of two years after inception thereof, or (2) purchase "prior -acts" insurance coverage from its new carrier, covering prior acts during the period of this Contract . from and. after its inception. . - . . ' ."Tail" or "prior acts" coverage so provided shall have the same coverage, with the same limits, as the insuran~e specified in this Contract. and shall not be subject to any further limitations or exclusions, or have a higher deductible or self.insured retention than the insurance which it replaces. . The City reserves the right to waive any of the insurance requirements herein provided. The City also reserves the right to reject Contractor's insurance if not in compliance with the requirements herein provided, and on that basis to either award the contract to the next low bidder, or declare a default and seek specific . performance or termination, as the case may be. In the event that any of the policies of insurance or insurance coverage identified on Contractor's I Certificate of Insurance are canceled or modified. or in the event that Contractor incurs liability losses, either due to activities under this Contract. or due to other activities not under this Contract but covered by the same insurance. and such .losses exhaust the aggregate limits of Contractor's liability insurance, then in that event the City may in its discretion either suspend Contractor's operations or activities under this Contract, or . terminate this Contract, and withhold payment for work performed on the Contract. In the event that any of the policies or insurance coverage identified on Contactor's Certificate of . Insurance are canceled or modified, then in that event the City may in its discretion either suspend Contractor's operations or activities under this Contract, or terminate this Contract, and withhold payment for work performed on the Contract. . SC-5.6. PROPERTY INSURANCE Property insurance to the full insurable value of the Work in accordance with paragraph 5.6 of the . General Conditions will be provided by Owner and will be in the completed value form. SC-5.7. BOILER, MACHINERY AND OTHER PROPERTY INSURANCE . Boiler and machinery insurance in accordance with paragraph 5.7 of the General Conditions will be provided by Owner and will provide coverage for the following objects subject to the following limits: Objects to be insured: Reinforced concrete pipe, manholes, slide gates, concrete paving, and other . appurtenances . SC-5.9.g>EDlt.01BLE PROVISIONS . u :':!C~ C 5?ch&;\Siii-ance will be subject to the following deductible amounts in accordance with paragraph 5.9 of l\1~~yen~1 .Ql!ditions: $50.000. . Ul- c=J - - _ ::;-u = t=<! (db 00 w u;:l: . ...... a ro - en . 1347401 SUPPLEMENTARY CONOmONS wp956 Page 5 . SC-6.2 SUPERVISION AND SUPERINTENDENCE . CONTRACTOR shall maintain a qualified and responsible person available 24 hours per day, seven days per week to respond to emergencies which may occur after hours. CONTRACTOR shall provide to OWNER the phone number and/or paging service of this individual. . SC-6.7 SUBSTITUTE AND "OR-EQUAL" ITEMS Amend the second sentence of paragraph 6.7.3 of the General Conditions to read as follows: : . "ENGINEER will be the sole judge of acceptability and no substitute shall :be ordered, installed or utilized without ENGINEER's prior written acceptance which will be t;videnced by . a Change Order." and as so amended paragraph 6.7.3 remains in effect. . SC-6.8 CONCERNING SUBCONTRACTORS, SUPPLIERS AND OTHERS CONTRACTOR shall list those persons. firms, companies or other parties to whom it proposes/intends I to enter into a subcontract regarding this project as required on the Bid Form and the Agreement. Such ' identification will not be made public at the bid opening. \.0 co If no minority business enterprises (MBE) are utilized, the CONTRACTOR shall '!il~sh M "lFd . documentation of all efforts to recruit MBE's. 5;~ co = n-< ::: 11" SC-6.20. SAFETY -I('') !?V\1 . ~~~.u Add the following language to paragrapb 6.20 of the General Conditions: ~~ t,J:J OJ :e;X: .. . "CONTRACTOR shall be responsible for initiating, maintaining, and supervising 311' safe~recautions and programs in connections with the Work. The OWNER, ENGINEER, and ENGINEER's consultant will not have such responsibility. No action under taken by the OWNER or ENGINEER under General Conditions paragraphs 15.1 or 15.2, or article 9 will constitute a transfer of this responsibility or acceptance of this . responsibility by the OWNER, ENGINEER, or ENGINEER's consultant." SC-6.24-6.28. SHOP DRAWINGS AND SAMPLES . Amend paragraphs 6.24 through 6.28 of the General Conditions by deleting the following words: "and approval" and "and approve" I' and as so amended, paragraphs 6.24 through 6.28 remain in effect. . Delete paragraph 6.25.2 of the General Conditions in its entirety and insert the following in its place: "6.25.2 If CONTRACTOR wishes to propose a variation from the requirements of the Contract Documents and a drawing or sample will be used to help describe the variation, the . drawing or sample shall not be submitted as a Shop Drawing or sample, but rather will have specific notations regarding the variation and shall be transmitted to the ENGINEER with a letter describing all aspects of the variation, including any effect the variation will have on . work of separate contractors. if any, and its effect, if any, on the Contract Price or Contract Time. If ENGINEER determines that the variation will be acceptable. the variation will be authorized by a Change Order executed by the OWNER and CONTRACTOR. " . . SUPPLEMENTARY CONDmONS 13474 01 . Page 6 wp956 . Delete paragraph 6.27 of the General Conditions in its entirety and insert the following in its place: N "6.27 ENGINEER's review of Shop Drawings or samples shall not relieve CONTRACTOR . C> :::;:!Tom responsibility for any variation from the requirements of the Contract Documents; nor 0 5 ~avill any review by ENGINEER relieve CONTRACTOR from responsibility for errors or ::r: 5 -pmissions in the Shop Drawings or from responsibility for having complied with the provisions . ~ "'" d ~f paragraph 6.25.1." - - g:~14.2=APa:IcATION FOR PROGRESS PAYMENT ro'''''- . ~ w <33: ~dd the:following paragraphs after paragraph 14.2 of the General Conditions to read: en Such Application for Payments shall be accompanied by Statements of Account Status prepared . and executed by all persons or firms who have provided labor, materials, or equipment to the CONTRACTOR, and its Subcontractors, on account of and for use in the construction of the improvements pursuant to this Contract. Such statements shall be collected from all Subcontractors and material and equipment suppliers by the CONTRACTOR. shall be made on the form provided by . the OWNER and shall be reviewed and/or approved by CONTRACTOR prior to submission. CONTRACTOR shall also provide, for submission with Application for Payment, satisfactory evidence that all of the CONTRACTOR's employees and those of its Subcontractors have been paid in I full. o Each contract entered into by the CONTRACTOR for the performance to work or provision of lalior, material or equipment to the project shall contain a provision of the effect that the other . contracting party shall provide at the CONTRACTOR's request statements of account status for su.bmission to the OWNER. and acknowledging that the OWNER has no obligation to payor secure payment Of any sums to such other contracting party on account of labor, material or equipment :provided to the project. . -- . .Based or Application for Payments periodically submitted to it. the OWNER shall make progress .payments to CONTRACTOR. calculated as hereafter provided. The OWNER shall deduct . from the estimated value of work done 5 % of such amount, as security for the payment of liens and claims against the project as provided by Chapter 573 of the Iowa Code, and as partial security for fulfillment of the Contract by CONTRACTOR. and shall deduct from the balance all previous payments made to the CONTRACTOR, all sums chargeable against the CONTRACTOR and all sums . to be retained under the provisions of the Contract. Each Application for Payment shall include a certified statement on forms to be provided by . the OWNER showing the amount of Iowa sales tax and use tax paid by the CONTRACTOR and its Subcontractors on all materials which have become a component part of the Work. SC-16 DISPUTE RESOLUTION . Mediation with each party paying their portion of the mediator's fees, which shall be neutral and mutually agreeable to all parties. In the absence of agreement on said mediator, the disputes shall be resolved . in law or equity. SC-17 MISCELLANEOUS Add the following paragraphs to read: . Compliance with OSHA Regulations . 17.6 The Contractor and all subcontractors shall comply with the requirements of 29 CFR 1910 (General Industry Standard) and 29 CFR 1926 (Construction Industry Standard.) The Contractor and all subcontractors are solely responsible for compliance with said regulations. . . ---- - - - - - .-- - .- --.- -- . 13474 01 . SUPPLEMENTARY CONOmONS . wp956 Page 7 Employment Practices . 17.7 Neither the Contractor or its subcontractors, shall employ any person whose physical or mental condition is such that its employment will endanger the health and safety of themselves or others employed on the project. . Contractor shall not commit any of the following employment practices and agrees to include the I following clauses in any subcontracts: I To discharge from employment or refuse to hire any individual because of sex, race, color, I , religion, national origin, sexual orientation, marital status. age, or disability unless such disability is related to the job performance of such performance or employee. . To discriminate against any individual in terms, conditions, or privileges of employment I because of sex, race, color, religion. national origin, sexual orientation, marital status, age or . disability unless such disability is related to job performance of such person or employee. Contract Compliance Program (Anti-Discrimination Requirements). I 17.8 For all contracts and subcontracts of $25,000 or more, the Contractor and all affected . subcontractors shall abide by the requirements of the City's Contract Compliance Program, which is included with these Specifications beginning on page CC- I. . Restriction on Non-Resident Bidding of Non-Federal Aid Projects 17.9 The Contractor awarded the project together with all subcontractors shall be required to . complete the form included with these specifications (and entitled the same as this section) and submit it to the Owner before work can begin on the project. Note that these requirements involve only those projects not funded with Federal monies. . Construction Stakes 17.10 The Contractor shall be responsible for the preservation of stakes and marks. Any necessary I restaking will be at the Contractor's expense and will be charged at a rate of $75 per hour. I END OF SUPPLEMENTARY CONDmONS . ..0 CD 0 ...,., "lftl ==n 1"'1 ~:::j co <==' (")-< - IF . - . -1(") h7'iJ -<r "'" . 1"'1 '3 0 -::0 ..0 I ~:':l' .. :l>' c.f1 +:' . . . I I ~ Statement of Account Status - ~ C> """" . ~guu Project: ):>~ - ~ ~-< - u General Contractor: ::::i~ ". \f1U II The City of Iowa City hag undertaken a project to const~~t ~ ~ certain wastewater treatment facilites, including the ::iE./' <.n .. construction of a new interceptor for which it has contaicted~ with (hereinafter Contractor) II As part of its contract management and administration, the City is taking preventive and precautionary steps to protect itself II and the project from undue clains and liens for labor, materials, or equipment. The City is required by Chapter 573 of the Iowa Code to retain, and will retain, from each progress payment and from the final payment due to Contractor a sum equal 5% of each II such payment, The fund so created is by law required to be used to pay valid claims for labor, material, and equipment supplied to the project, provided such claims have been properly filed . wiht the City as required by Chapter 573, In addition, the City is authorized, but not required, by its construction contract with the Contractor to suspend the work and/or to retain I additional amounts from progress payments and/or from the final payment to Contractor if the amount of outstanding and/or potential claims and liens exceeds 5% of the value of work completed, or the contract price, as applicable, The said II const-uction contract further requires Contractor to periodically provi,e information to the City regarding the status of all outstanding accounts which the Contractor and its subcontractors . have for labor, materials and equipment supplied to provide such . information to the City on behalf of you or your firm. , Although your submission of this statement may operate to protect II the interests of you or your firm, the City is not hereby undertakinq any obliqation to protect your interests, or those of your firm or any other party providing labor, materials, or II equipment to the project, and the City's construction contract with Contractor so provides, If you or your firm have a claim against the Contractor or a subcontractor on this project for an unpaid account, you are advised that you must file a claim as II provided in Chapter 573 of the Iowa Code on order to protect your in terests. ~ Information Requested: On the form hereafter provided, please provide information as to the status of the account which you or your firm have with the Contractor for the provision of labor, . materials or equipment to the above mentioned project. Utilize a separate form sheet for accouts with subcontractors of Contractor. . - . CA- 38 . '. I : . Proje_ct: - Genetal Ccintractor: . . - Name of.Contractor or subcontractor to whom labor, materials, or equipmen~ have been supplied: Total price or contract price of laborr materials and/or . equipment to be supplied, if known: $ . Amount billed to date: $ Amount of last billing: $ Amount paid to date: $ . Date of last billing: $ la, Is Contractor's/subcontractor's account with you or your I firm paid up or current? Yes No b. I f not, state the amount now owed to you or your firm, . $ 2a. Do you have a potential claim or lien under Chapter 73 of I the Iowa Code for labor or materials or equipment supplied to this project? Yes No b, If so,state the amount of such potential cla'.m. $ . 3a, Have you filed a claim or lien for labor or material or equipment supplied to the project, pursuant to Chapter 573 . of the Iowa Code? Yes No b. If so, state the date of filing and the amount of each such claim or lien, . c. State which, if any, of such claims or liens remain unpaid and outstanding, and the unpaid amount of each such claim II or lien, Information requested in 3b ~-,d c, should be typed on a separate sheet and attached ~~reto, . N c::> ~ .. 5 52 0::0 . ~ ::c w- Submitted by: I "'"' ...i~ , d Ul- - >-c..> On behalf of: I = - I k1b co l-<t w u:;:: Date: u... Cl 0;;) - en . CA-39 . . . Contractor must sign off on each statement, . Reviewed and approved by: Reviewed by: . Date: . Contractor comment (optional) : . . I .0 CD 0 ..., 'liU =::n I'T'I . )>::j C:J = n-< - r= - -10 rn I -<r 5t . fTl ~ 0:;;0 '-P. :iE?'. )> c.JI :;:- . I . I' . I , I . . CA-40 . I RESTRICTION ON NON-RESIDENT BIDDING OF NON-FEDERAL AID PROJECTS I PROJECT NAME . TYPE OF WORK DATE OF LETTING . A resident bidder shall be allowed a preference as againsl a non-resident bidder from a state or . foreign country which gives or requires a preference to bidders from that state or foreign country. That preference is equal to the preference given or required by the state or foreign country In which the non-resident bidder is a resident "Resident bidder" is defined as a person authorized to transact business in this slate and having a place of business wilhin the state, and has conducted business I for at least six months prior to the first advertisement for the public improvement In the case of a corporation, the above requirements apply as well as the requirement that the corporation have at least filly percent of ils common stock owned by residents of this state. I This qualifICation as residenl bidder shall be mainlained by the bidder and his conlractors and subcontractors althe work site unlilthe project is compleled. . I hereby certify that the undersigned is a resident bidder as defined above and will remain such from the start of the project until ilS completion. I COMPANY NAME <D 0:> CORPORATE OFFICER C> .." . ~("") fT1 '"il'il l>:::; co = TITLE n-< - Ii" - ~(") ffl I -<r :>:>- . 1"1 ::ll: 0 0;;0 '-P. :e:;O:; )> Con . I$:" I . . I . . I I I \.0 - ~ . C> M""ill :::Sl o:l ;po -\ = Sl-< :: r= . -\(") m .-<r :>>' :.-rry :;ll: OJ ;:~ .- . :- tJ'\ $" I I . I . . CITY . OF . IOWA . . CITY I . I . . I . TABLE OF CONTENTS . PAGE . SECTION I General Poli~ Statement 1 SECTION II Assurance of Compliance 2 . SECTION III Suggested Steps to Assure 9 Affirmative Action . SECTION IV Definitions 12 I I . <D . CD 0 ..., "'\fil ~C") rT'l :>>=1 CD ==- (")-<. - F . - =1" rn -<.r ;p> . f'TI :x OJ -;;0 <D CJ~ . :e....... .. ~ U'l &" . . . . I . . I . I CC-l I SECTION I - GENERAL POLICY STATEMENT . It is the policy of the City of Iowa City to assure equal employment opportunity . in all City contract ~ork. This policy prohibits discrimination by the City's contractors, subcontractors and vendors, and requires them to take affirmative action to ensure that applicants employed or seeking employment with them are treated equally without regard to race, color, creed, religion, national origin, . sex, sexual preference, disability, marital status, and age. It is our intention to administer this policy in such a manner as to assist . employers who are contractors or subcontractors with the City in designing and implementing Affirmative Action Programs so that all citizens will be afforded equal accessibility and opportunity to gain and maintain employment. . PROVISIONS: 1. All vendors requesting to do business with the City, and all City . contractors, subcontractors, and consultants, must submit an approved Equal Employment Opportunity Statement. . 2. All City contractors, subcontractors or consultants with contracts of $2S,OOO or more (or less if required by another governmental agericy) must ab i1:le by the requ i rements of the City's Contract Comp n ance Pro grain. . Emergency contracts are exempt from this provision. 3. Contracting departments are responsible for assuring that City contractors, subcontractors and vendors are made aware of their . EEO/Affinnative Action reporting responsibilities and, receive the appropriate reporting forms. A notification of require~ents .will be included in any requests for proposal. . 4. Prior to commencement of work, the completed Equal Employment Opportunity Statement or required material must be received and approved by the City. I S. Contractor compliance during the course of the contract with the City of Iowa City will be monitored by the contracting department. . 6. Once a contractual relationship exists between a contractor and the City. ~s with any contractual provision, the City retains the right to withhold payment on a contract pending satisfactory performance in the areas of . Equal Opportunity and Affirmative Action outlined at the time of contract .award and/or to disqualify a contractor from future.bidding for a specified period of time. . o.D ~ - "T'\ C> ~ :::<:S! g =' . J;>-l - Ii" n-< - ~(i ~ -<r" ~ . l"'\ ~' . 0:;0 '-P. :e?<:. U1 'P &" . . CC-2 SECTION 11 - ASSURANCE OF COMPLIANCE I The following sets forth the minimum requirements of a satisfactory Affirmative II Action Program which will be reviewed for acceptability. PLEASE RETURN PAGES 2 THROUGH 5 OF THIS SECTION TO THE CONTRACTING DEPARTMENT PRIOR TO THE EXECUTION OF THE CONTRACT, CONTRACTOR, PLEASE CHECK THE APPROPRIATE STATEMENT: II 1, ___ This contract is federally funded (paragraphs a-g apply) . 2, ___ This contract is not federally funded (paragraphs a-c apply) D~ring the performance of this contract, the contractor agrees as follows: (For III the purposes of these minimum requirements, "contractor" shall include consultants and subcontractors.) a. The contractor will not discriminate against any employee or applicant for III employment because-o~ace, color, creed,. religion, national origin, sex, sexual preference, disabflity, marital status, and age. The contractor. will take affirmative action to ensure that applicants are employed, and that employees are treated d~ring employment, without regard to their race, ~ color, religion, sex, national origin, sexual preference, disability, III CJ mati tal status and age. Such action shall include, but not be limited to B ~ ~tne following: employment, upgrading, demotion, or transfer; recruitment ~ egr2recruitment advertising; layoff or termination; rates of payor other pq , ~ c: ~forms of compensation; and selection for training, including II d - '--I;renticeshiP, The contractor agrees to post in conspicuous places, = - j:::a' flable to employees and applicants for employment, notices to be ~ E3 ~!9vided by the contracting officer setting forth the provisions of this II ~ n~discrimination clause, en b. The contractor will, in!!! solicitations or advertisements for employ~es II placed by or 'on behalf of the contractor, state that all qualff1ed applicants will receive consideration for employment without regard to race, color, creed, religion, national origin, sex, sexual preference, disability, marital status, and age. I c. The contractor will send to each labor union or representative of workers with which he or she hiS a-collective bargaining agreement or other III contract or understanding, a notice, to be provided by the agency contracting officer, advising the labor union or workers' representative of the contractor's commitments under this section and shall post copies of the notice in conspicuous places available to employees and applicants for III . employment. d: !!!! contractor ill!. comply with all provisions of Executive Order No. 11246. . of; September 24, 1965, and of the rules, regulations, and relevant orders . of;" the Secretary of Labor, . . - . -- 'The contractor will fur~ish all information and reports required ~y III e. . ,EXecut i ve Order No.' . - 11246 of September 24, 1965, and by the rules, ~ :'~egulations and orders of the Secretary of Labor, or pursuant thereto, and , . '!Ii 11 permit access to his or her books, records, and accounts by the. . contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. . . . CC-J f. In the event of the contractor's noncompliance with the nondiscrimination . Clauses-or-thTS contract or with any of such rules, regulations, or orders, this contract may be cancelled, terminated, or suspended in whole or in part and the contractor may be declared Ineligible for further Government contracts in accordance with procedures authorized in Executive Order No, . ll246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. I g. The contractor will include the provisions of paragraphs (1) through (7) in every subcontra~r purchase--order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order No. 11246 of September 24, 1965, 50 that such provisions . wnl be binding upon each subcontractor or vendor. The contractor wi 11 take such action with respect to any subcontract or purChase order as may be directed by the Secretary of Labor as a means ~f enforci ng such . provisions including sanctions for non-compliance: Provided, however, "that in the event. the contractor becomes involved in, or is threatened with, 1 itigation with a subcontractor or vendor as a resul t of such . direction, the contractor may request the United States to enter into such litigation to protect the interests of the United States. Yes No . 3, Have you written an Equal Employment Opportunity pollcy statement? - - I a. If YES, where is this statement posted? . I U) CD ~ ...., "'il1 ::;:" J'T'l . b, Please provide a copy. ;po=:; 0:1 = C")-<. - F' - !iQll : Sample statements are available upon request. ~C") !iN -<.r :l:>' I . fTI :;Jl: C -::;0 'P. Cl:::-: ,:;;; 4. .:P UI What is the name of your Company's Equal Employment Opportunity ~ . Officer? (Please print) - . . Phone number Yes No I 5. The undersigned agrees to display the following posters at the worksite, conspicuously placed, for the duration of the contract. . - - EEOC/OFCCP Poster Age 8ias Poster . Wage Discrimination Postel' . NOTE: The City can provide assistance in obtaining the necessary . posters. - CC-4 . ~....:> VI ,.. 0 .... .., 0 c.. .... "'0 III ....n 0 :I ~." '" .. Ill'" .. IIl~ ~ III ., ~ CD '" . ... I .. ." ~ .,. "'Ill - ...111 ~ ... 0 ~ . , ..-., C c !J .., '" -~ - ::r ~ - .., ,.. ::r= '" - ~ -III .. -.. ... ::I III ... ... ..,1:1 '" '" ::I ... '" '" - III - > o c ' .. - , '" .. '" ., .. - a: ilia: ..... ... .. .. III .,.. .......- III ...C 0 AO n - - - III - I 0 ... ~ -Ill .., -~ ... .. 0 ..... - III .. .,. '" - -... ... ... '" ::I ::I l ... III.. ~ = .. .. ., .... .. - - - ::I "'::I . ... = .. ., ., - r'I III III A .. .. n .. .. > v:'c. ~ ... .. Q - ... .... ...... III - ... - . ... ., CI ..- ... .. ::I II Z "'", '" III "'.. CI. - -@. ::I- I . 5:1: ".. j'" 110 ... ... .. '" '" . .. .... .... - 0 ::I .. 'Q :; III ... .. I ." ::r .... '" ID ~ .. ... III ..:: "' .,. x ... . - ID III ... .,. - ID :z ... l:) c ; ~ . "' . - :I: 3 .. .., ." ... 6 - all ID .. .. -< 110 . 3 3 III - "' .. ::I Z 0 ... ~ ., - .... , ~ .. .. I I ." - ~ ID'" ~.. ... 0 I . - - . .. ID ... . . . ... ::r ID I . - - . - 2 '" ... I . 3 "" ' - .. - = = n N 0 ... ..::;: ., - C> - 0 51 CC~ ) .. 2 . '" "',: - '" """" ., -III '" \=<J :0:: u,j- . 0'" .. III .. ~ "'" ....I~ a..", :I: ::I U ; 0.- - Co .. "',2 :z cd - >-< .> -co CI <= . - 0 ::!:n "' = i- t ::I ::r III .., co (3: -= -;; "'0 - rJl~ u.J .,~ <> 2 u.. :! . I ,.. - a:J >'" .... . 0 z - O'l ., c.... ~ CI ... VI "'- .. ... 32 0 '" :>n ::I . a ..."" III "'"' ." ... > III III ,., on .... "''''E .. 3", ID ., -III ." III 0'" .. ... . a.... CI "" 0.. -< I "1110 3 CD -Q,- ,., . . 0 :: ::I ::J'III ... . -::I .,.. "'~ 0 .. II cc-s . 7. How do you currently inform applicants, employees, and recruit- ment sources of your equal employment opportunity policy? . I . . . . . Yes No . . 8. Do you provide a working environment free of harassment and intimidation for your female and minority employees? - - . 9, Do you provide nonsegregated facilities and company activities for all employees? - - . 10. If you rely in whole or in part upon unions as a source of your, workforce, are they aware of your commitment to affirmative . action and equal employment? u:>- - - ~ a, How do you make them aware of this commitment? C> ..., "'\fil ::En g I ;p:::j <=" ~-< - \I - - m --i " .-<r ~ - r"I 0 . o;X) '-P. ::E~ (J'\ ,V (J'\ . The above responses to questions 1 through 10, are true and correctly reflect I our affirmative action and equal employment policies. The employment figures and goals contained within the Table ('6) are true and accurate and we will make every effort to achieve the goals which we set, I FIrm/Company Name Phone Number I - - Signature Title . - Print Name Oate . NOTE - PAGES 2 THROUGH 5 ARE TO BE RETURNED TO THE CONTRACTING DEPARTMENT PRIOR TO EXECUTION OF THE CONTRACT. I I II ~~ I II INSTRUCTIONS for completing the chart located on page 4, question 16, GOALS & I TIMETABLES. I 1. Complete the EXISTING EMPLOYMENT section. Job Classification definitionJII appear on pages 7 & a, 2. The statistics. located below, indicate the AVAILABILITY of women ancl minorities in your recruitment area, Compare these statistics with your current employment figures. If statistics are available per jo~ classification, then make your comparisons in that manner, if th~ statistics are not broken down, compare your total minority and female work force figures with the total availability statistics. i) Johnson County labor force statistics: 2.05% minority II 44.04% female ii) A more detailed breakdown by job classification may be III available for your location, This information may be obtained from the Ch,il Rights Specialist. . 3. If your current employment percentages for women and minorities, either in a particular job classification or as a whole, is lower than the statistic~ indicate is available, then UNDERUTlLIZATlON of either minorities 0,. females exist, . 4. If UNOERUTILIZATION exists, determine the number of women or minoritiesl needed to make your work force percentages equal to the availability statistics. This figure represents your GOAL to increase minority and f~male representation. If you do not have statistics by job classificationl '.set a goal in the job classification you are most likely to have employee - lll!ivement in, , ~. When, during the length of the contract, will you attempt to achieve thisll .. -.goal? - that ;s called a TIMETABLE, and should appear in the GOALS TO : INCREASE MINORITY AND FEMALE EMPLOYMENT SECTION. NOTE - DEFINITIONS for capitalized words in the above narrative, appear in' Section IV of this document. I ~ ~ .... . ... ~-.-- o 9 a:;;~ ::r: w _ tl,JL-~ "'" -J >- . Ul- d - ,...eJ = - 1-..:: Uk ffi u3= . u... C) co en . . ------ ----l III CC-7 JOB CLASSIFICATION DEFINITIONS - TO BE USED IN COMPLETION OF QUESTION #6, pg. 4 lit I. Manaaer's and Administrators: Occupations requiring administrative personnel who set broad pol icies, exercise overall responsibil ity for execution of these I policies, and direct individual departments or special phases of a firm's operations, Includes: officials, executives, middle management, plant managers, department managers, superintendents, salaried supervisors who are members of management, . 2. Professionals and Technicians: Professionals are considered to be persons working in occupations requiring either college graduation or experience of such III kind and amount as to provide a comparable background, 3. Technicians: Technicians are those whose work requires a combination of basic scientific knowledge and manual skill which can be obtained through about two III years of post high school education, such as is offered in many technical schools and junior colleges, or through equivalent on-the-job training, . 4. Office and Clerical: All clerical-type work regardless of the level of difficulty, where the activities are predominantly non-manual, though some manual work not directly involved with altering or transporting the products is . included, Includes: bookkeeper.s, cashiers, collectors, messengers, office helper, office machines operator, shipping and receiving clerk, stenographers, typists, secretary, telephone operators, . 5, Skilled Crafts: Manual workers of a relatively high skill level, having a thorough and comprehensive knowledge of the processes involved in their work, They exercise considerable independent judgment and usually receive an extensive . period of training. Includes: building trades, hourly paid foremen and leadmen who are not members of management, mechanics and repairmen, skilled machinery occupations, electricians, III 6. Sales Workers: Occupations engaged wholly or primarily in direct selling. Inc 1 udes: advert is i ng agents and sales agents, insurance agents and brokers, real estate agents and brokers, sales agents and sales clerks, grocery clerks, III cashier-checkers. 7. ODeratives (Semi-skilled): Workers who operate machine or processing equipment III or perform other factory-type duties of an intermediate skill level which can be mastered in a few weeks and require only limited training, Includes: apprentices, operatives, attendants, delivery and route drivers, truck and tractor drivers, dressmakers, weavers, welders. . , . III 8, laborers (Unskilled): Workers in manual occupations which generally require no special training. They perform elementary duties which may be learned in a few II days and which require the application of little or no independent judgment, Includes: garage laborers, car washers, gardeners, lumber workers, laborers performing lifting, digging, mixing, loading and pulling operations. II 9. Service Workers: Workers in both protective and non-protective service occupations, Includes: attendants, clean-up workers, janitors, guards, waiters and waitresses. ~ . a ~ 10. ADDrentice: Persons employed in a program including work trai~6!I a63 re"Vited instruction to learn a trade or craft which is traditionally an~reRticis~iP. . regardless of whether the program is registered with a Federal o~~ateage,!1!;y, -<r ::>> ~ttU . J'Tl ::It 0;;0 ~ 0 ..".,;0;:. .. III --= <.n :P- <.n I CC-8 11. Trainees (On-the-job): Production... persons engaged in formal trainin'lI for .craftsperson when not trained under apprentice programs, operatfv. laborer, and service occupations. . MINORITY GROUP IDENTIFICATION American Indian or Alaskan Native: all persons having origins in any of th'. original peoples of Harth America and who maintain cultural identificatiol through tribal affiliation or community recognition, Asian and Pacific Islanders: all persons having origin In any 0; the origina III peoples of the Far. East, Southwest Africa, the Indian Subcontinent, or th' Pacific Islands. . I Black: all people having origins in any of the Black African racial groups no.1II of Hispanic origin. Caucasian: (Not of Hispanic origin), includes persons havi'ng origins in any 0 . the original peoples of Europe, North Africa, or the Middle East, Hispanic: all persons of Mexican, Puerto Rican, Cuban, South Dr Centra . Amer',an, or other Spanish Culture or origin, regardless of race. . These definitions and identifications should be retained for future use. I I N . 0' -<! C .. ~:s: . S? a::O ~ng :r: w- -- "':'...J>= dJ WI- - >-u = - . r:.l'_ ea =<l: u.J u3: u... 0 co - CT> I . . . . I - . . ; . - - . I CC-9 . SECTION III - SUGGESTED STEPS TO ASSURE AFFIRMATIVE ACTION . 1, COMPANY POLICY II Determine your company's policy regarding equal employment and affirmative action. Write this policy out and post it in a conspicuous place so that it is known to all your employees. Furthennore, disseminate the policy to all potential sources of III employees and to your subcontractors asking their cooperation. The policy statement should. recognize and accept your responsibility . to provide equal employment opportunity in all your employment practices. This responsibility should include: -correcting any and all discriminatory practices and. conditions . which presently exist . -taking appropriate remedial actions to correct past inequities II -taking a results-o~iented approach, in other words,. affinning the policy through actual minority and female hires and by III maintaining a "single standard" principle in:your unit so that employees are evaluated, recognized, developed and rewarded on a fail' and equitable basis, '. I.. In regards to dissemination of this policy, this can be done through . the use of letters to all recruitment sources and subcontractors, personal contacts, and employee meetings. . 2, EQUAL EMPLOYMENT OPPORTUrllTY OFFICER . Designate an equal employment opportunity officer or a! minimum someone should be given the responsibility of administ-ering and promoting your company's affirmative action progr!ii!ln ~s ilepon should be placed within your organizational str~~eO::So;i. to I emphasize the importance of the program. ~-< := r= ~c-> rlU 3. INSTRUCT STAFF. ;<~ ~ ~ I 0:::0 ..0 -- Your company personnel staff should be aware of and r~re~to abide by your affinnative action program. All employeerauth().ilized to III hire, supervise, promote and discharge employees or recommend 01' are involved in such actions should be trained and made to comply.with your policy and the current equal employment opportunity laws. III 4. RECRU1TI1ENT (A) Let potential employees know you are an equal employment . opportunity employer. This can be done by identifying yourself on all recruitment advertising as "an equal employment opportunity employer". III (8) Use recruitment sources that are likely to yield minority and female group applicants. Word-of-moulh recruitment will only . I CC-1O perpetuate the current composition of your workforce. I Recrui tment sources that fail to send minorities and females should be evaluated for continued use. Send all recruitment . sources a letter annually which reaffil'llls your commitment to equal employment opportunity and requests their assistance in helping you hire minorities and females. . (C) Analyze and review your company's recruitment procedures to identify and eliminate discriminatory barriers. III (D) Select and train persons involved in the employment process to use objective standards and to support affirmative action goals. . N (E) Perio~ically review job descriptions to make sure they actually 0 <( 8 ",:""'3:: reflect major job functions and do not require higher . 0 XO qualifications. :I: w- rJ.,~ c<X: ,.J:-': d (J'- (F) Review the job ilpplication to insure that only job related - >-c..> questions asked. Ask yourself "ls this information . - are = =<c necessary to judge an applicant's competence for performing the b&, co w u:;: job appl ied for?" u.. C) co - III en (G) Only use job-related tests which do not adversely affect any particular group of people, (H) Carefully monitor interviews and interviewees' actions. Biased 111 and subjective judgments in personal interviews can be a major source of discrimination, S. APPRENTICESHIP AND OTHER TRAINING . . . - Where applicable, you should assure that full use will be made of any. existing labor/management sponsored programs designed for the purposes of recruiting and training minority and female applicants , . and emp loyees. I . - 6. MONITOR ALL POLICIES AND PRACTICES . In order to assure your policy is effective, at least twice per year I a review of the following should occur: -APPLICANT FLOW - a record for each appl icant, indicating the I person's name, race, sex, referral source, date of application, position applied for, and disposition (hired or not hired) -HIRES by race, sex, department, Job title and starting salary -PRO~tOTIONS and TRANSFERS by race and sex III -DISCHARGE and TERHIIlATIONS by race, sex, reason for discharge and termination. Review of the above information will allow you to determine. discrepancies that exist, if any, within your work place. Such discrepancies could include different starting salaries for men and II women doing similar jobs, inconsistent and arbitrary discharges or . --- ------.--.- - -.- - ----- - I CC-ll . Furthermore, a review of this information promotions and transfers. I could indicate. a need to either seek additional or new recruitment . sources to obtain a wider selection of applicants. . NOTE: Forms for monitoring practices and policies are available upon . request from the City's Civil Rights Specialist 7. SET GOALS . Once the policy has been determined, and the practices are monitored accordingly to determine actual results, goals may need to be set if . your wor~force still falls short of having a representative number of mi nor; ties and females relative to their availabil i ty in the community. Goals to hire or promote minorities and females should be I set once pel' year and these goals should be communicated to the appropriate employees, Increasing andlor improving YOUI' minority and female workforce . representation can also occur through improved hiring and selection procedures, whiCh have a1 ready been discussed, and through non- biased promotion, transfer anq training policies. . In regards to the latter three, companies must make sure procedures for selecting candidates for promotion, transfer and training are based upon a fail' assessment of an employee's abil ity and work . record. Furthermore, all companies should post and otherwise pUblicize all job promotional opportunities and encourage all employees to bid on them. . \J:) co 0 .." "'ilil I ::;on rn co '):>:::j = (")-< - Ii" - :::in rn I -<r ;po . I'Tl :x 10 0:::0 V? ~~ l>' en I en I . . . . N I Cl -:( CC-12 - ~~ . Cl . Cl o - cr._ . t:!J ~ d~ SECTION IV - DEFINITIONS .",J :: ~~e definitions typed in all capital letters refer directly to the . r:;: a ~~~y' 5 co.ntract ~omplla,!ce program. The other definitions are for u.. ~ur own lnformatlon. ~ AA: . Affirmative Action AAP: . Affirmative Action Program - an active, planned effort to bring more minorities and women into the organization at all levels through non- discriminatory hiring and promotions, and to apply the same benefits . and opportunities to all wor~ers, The affirmative action program is the practical action taken to implement the equal employment policy. ADVERSE IMPACT: I A company may ~ave a pollcy which, although applied neutrally. has a negative or adverse impact upon a particular group of employees. An example would be a minimum height requirement that is not jOb-related . and could possibly eliminate a high percentage of Orientals and women, APPLICANT FOR EMPLOYMENT: . A person who completes a formal application form, or by some other means (resume, letter, request, etc.) indicates a specific desire to . be considered for employment. An APPLICANT LOG should record requests for employment made in person whether or not an appl ication . form is completed, ApPLICANT FLOW DATA OR APPLICANT LOG: . ~ numerical compilation of employment applicants showing the . . specific numbers of each racial, ethnic and sex group. who applies . ~..: for each job title (or' group of job titles requiring similar qualifications) during a specified time. - .; . . AVAILABILITY: .. , Jhe percentage of minorities or women who have the skills required . 'for entry into a specific .job or classification, or who are capable of acquiring the reqU~red skills. I' BFOQ-Bona Fide Occupational Qualifications: The law allows employers to hire or promote by sex in rare cases I where a worker of a certain sex is really needed for the job. This is interpreted narrowly, to mean that sex-related anatomy is required. for instance, it is legal to hire a man if you need a bass singer or a . male model; a woman if you need a soprano or a model for women's clothes. It is not legal to specify a man for so.called "heavy" work; if it can be proved that there is no woman who can do the work; BFOQ may exist, The prOblem with the BfOQ is that employers may be I trapped by stereotyped thinking into a belief that a job can only be ' done by one sex when that is not necessarily true - and the employer is then vulnerable to discrimination complaints. It is safer to test . the capacity of individual applicants, regardless of sex, making .' . . CC-13 sure that you test only for the qualities required by the job and not III for more strength (or whatever) than is actually required. BLACK: . The preferred term for people of Afro-American heritage. The term is a philosophy of life that indicates pride in the African heritage and culture, unlike the more outdated and sometimes derogatory terms "Negro" or "colored person," . BUSINESS NECESSITY: . A term sometimes used by employers who argue that sex is a BFOQ for a . given job. Title VII gives "business necessity" to the BFOQ by saying, in Section 703(e): "It shall not be an unlawful employment practice for an employer to hire... classify... or employ any . . individual...on the basis of his religion, sex, or national origin in those certain instances where religion, sex or national origin is a bona fide occupational qualification reasonably necessary to the normal operation of that particular business or enterprise." I This is narrowly interpreted. For instance, one airline claimed flight attendants or stewardesses had to be women because a survey . showed that passengers wanted comforting and friendliness from stewardesses, and women were better constituted than men to be comforting and friendly. The Court said this was not a business . necessity, The airline was in business to transport people safely frolll one place to another. The flight attendant's job was not connected with the airline's major function and the "bus";:J1ess necessity" arguments could not be used. Even i f ~e fi;\ght . attendants were all male and all surly, the airline cou~~rt;g oiiull its normal operation of safe transport. :P-l _ ~ n-< - u I CHICANO: ~o :I'" iTI A male Mexican-American. The female is ca lIed "Chicana.II:...B;;th:l8reo i nc 1 uded in the 1 arger group known as SSA' s, or Span i 5 ~rnlliiled Americans. ~ ~ 111 CIVIL RIGHTS ACT OF 1964: Overall, the Act outlaws discrimination against women and minorities I in employment, voting, public accommodations. pUblic education, the use of public facilities, etc. This is a Federal act passed by the U.S. Congress. II For affirmative action purposes, the point ~f interest is Title VII of the Act, which prohibits discrimination in employment and creates the federal Equal Employment Opportunity Commission (EEOC) for I . enforcement purposes. . Title VII was amended in 1972 to broaden the number of private I employers. In addition, the EEO Act included state -and local governments and political subdivisions under Title VlI coverage, prohibited discrimination in Federal employment with enforc.ement given to the U.S. Civil Service Commission. and created a central I coord~nating body between all anti-diSCrimination :enlorcement agenCIes. . I CC-14 COMPLIANCE: . As used in this document, compliance refers to employment practices which are in line with the Iowa City' Contract Compliance . requirements. These requirements are indicated on pages 1-5. CONFIDENTIALITY: . Information or reports obtained by or submitted to the Civil Rights Specialist In the course of monitoring the City of Iowa City Contract Compliance Program will not be disclosed to the public when such disclosure would serve no pUblic purpose and would give advantage to I competitors of the contractor from whom the report has been received; however, such information may be disclosed to a governmental agency conducting an investigation involving alleged illegal discriminatory . practices and the contractor or parties charged in accordance with the Iowa City ordiflance pertaining to Human Rights. CONTRACTING DEPARTMENT: . The City of Iowa City department that is handling the particular contract. DEPARTMENTAL SENIORITY: I In some companies, disadvantaged workers have traditionally been isolated in' a few departments where jobs were poorly paid and . promotional bpportunities were nonexistent. The only way out was to transfer to another department, but some companies and unions specified as part of their collective bargaining agreements that . workers who transferred could not carry their accrued seniority into the new departments, Instead, they had to begin as if they were 'newly hired workers. Disadvantaged groups have challenged pol ieies I of departmental seniority, saying the policies tend, to lock them into I . the old departments and minimize their opportunity. Courts have . . generally agreed with the complaining workers. Furthermore, if the ' I , ..~employer's intent is not discriminatory but the effect of the system II ~ -7i5 discriminatory, and if the employer is so notified but does not , ; ;change the seniority system, the EEOC wi 11 deduce that the employer .1 . ~intended to discriminate. Antidiscrimination agencies and . disadvantaged workers prefer plantwide seniority, which allows workers to maintain the seniority they have earned from the date of hire if they transfer to new departments. I DISCRIMINATION: III ega I trea tment of a person or group whether i nten t i ana 1 or unintentional based on race, color, sex, age, national origin;- . religion, creed, marital status, sexual preference or disability. The term also includes the failure to remedy the effects of past discrimination. ~ ;;!>ISPARATE TREATMENT: . o ~;::Ynequal or dissimilar treatment of employees similarly situated o i: u.Jllecause of their race, sex, age, or other impermissable basis. . I! '\ II ca. .-Jr ~ WI- ."J :: >- U = 1-4 I elk e3 <3~ ..... <:;) co ~ . I . CC-15 ~ EEO: ;Eo M "'i.'U . A general tenn meaning "equal employment opportunity." )>~ ~ =" I 0-< - r . EEOC: ~o In' The Equal Employment Opportunity COlllllli ssion, a fede~ a~cym I created by Title VII to enforce the Civil Rights Act Of~4...o ItO also enforces the amendments passed in the EEO Act of 1972.::E'I'he. ERoe does not perform routine compliance reviews.. Generally, l~cts only I when a complaint is filed against an employer by an aggrieved job . applicant, employee, group of employees, or organization authorized to represent aggrieved employees. I EEO-l FORM: A form which must be filled out by private employers wit~ 100 or more employees and sent to the EEOe once a year. Employers report how I many minorities and women they have as officials and managers; professionals; technicians; sales personnel; office and clerical workers; skilled craftsmen; semi-skilled operatives; laborers; I service workers, EEO-2 FORM: . Corresponding form on apprentices in each trade or craft, broken out by race and sex. This report must be filled out annually by joint . labor-management apprenticeship committees which have five or more apprentices, at least one supporting employer with more than 25 . employees and at least one union sponsor with 25 or more members or a union hiring hall, I ~3~~ . The same as EEO-2, but fflled out each year by local unions. EXECUTIVE ORDER 11246: . Issued by President Johnson in 1965. It says employers with government contracts or subcontracts may not di scrimi nate on the basis of race, color, religion or national origin. Sex was omitted . in this order, but added by Executive Order 11375. Therefore, many people refer to this order as "Executive Order 11246 as amended." I GOAL: A target number or percent of women and minorities to be hired. promoted or transferred to various job classifications <as defined I on pages 7 and 8) within a given periOd of time. The number is usually computed by the number of available and qualified disadvantaged workers in the labor area. I . A "goal" should not be confused with a "quota." A quota is a ceiling figure designed to require hiring a certain number of a particular group to the exclusion of others. "We will take ~ 'to 10% women in I this job category but no more." A goal is a floor, aminimumnumber of people to be included in -- e.g., "we will take at least 1~ women in this job category." -A quota may be designed to keep things basically as they were, including only token numbers of the "others". . A quota mayor may not be appropriate under law, depending on whether past discrimination existed. A goal is designed to alter the status I . CC-16 , quo.over time. Setting and achieving goals turns a company's equal . employment opportunity statement into a reality. . . - , :GOOO FAITH EFFORT: . 'Employers sometimes say they have made a good faith effort in - '. :affirmative action but "we could not find any qualified...". Courts . -, ~end to look carefully at this defense on the basis that regardless N 0 ~f intent, if workers have been hurt the law must make them whole. 0 9 ~CAccordingly, good fait.h efforts should be made in all areas of I :iC ~~mployment including but not 1 icaited to: 11 ~ ~ <<:C ~ UI- .d\ - rei. employment advertisements - ~,b: internal and external dissemination of the company's EEO policy . == ~ bl'= u::S: arid affirmative action program \.I- 0 CX) c-: designation of a company EEO officer 0" d, development of and implementation of non-biased employment I practices (hires, promotions, transfers, discharges, employee benefits, etc.). Employers must keep a written record of such actions in order to show . good faith effort, NOTE - For more detailed information please discuss this with the . City's Civil Right.s Specialist., JOB-RELATED QUALIFICATIONS I If an employer says a High School degree is needed for the job, it. must be true. The employer may have to prove that it is impossible for the large majority of workers to.'do t.he job adequat.ely without a I High School degree. At one t.ime,.employers oft.en required higher skills than necessary in a conscious effort to keep out disadvantaged applicants; others required the higher skills without discriminatory intent but the result was the same. The new emphasis on job-related I qualifications makes room for employers to demand the skills they do require, but forbids t.he old, unnecessary escalation. MINORITIES: . All persons classified as American Indian, Alaskan Native. Asian or Pacific Islander, Black or Hispanic. I NEW HIRE: A worker added to an establishment's payroll for the first time. OFCCP: I The Office of Federal Contract Compliance Programs, U.S. Oepartment of Labor. It is responsible for enforcing Executive Order 11246 as . amended. OLD BOY NETWORK: Slang term which refers to hiring by word of mouth, which used to be. I the way the good jOb openings were known only by white males. Therefol'e it was only white males who got them. The word "old" in this usage does not refer to .age. but to long acquaintances. . Affirmative action tries to "'eaken the exclusionary effect of the , . . CC-17 . network by requiring employers to actively recruit in minority and women's organizations and media, and by requi ri ng goals for the . hiring and promotion of minorities and women. PROTECTED CLASS CATEGORIES: I Those groups of people protected by the laws against discrimination. In Iowa> City, the protected categories are: race, color, creed, religion, sex, age, national origin, disability, marital status and I sexual preference. The latter two categories are not included in the area of hous i ng. (Sexual harassment has been determi ned to be a discriminatory practice affecting both males and females.) I RECOMMENDATION FOR COMPLIANCE: The recommendation made by the Chi 1 Rights Specialist to the appropriate persons certifying that a contractor has satisfactortly I completed all bid conditions, as specified by the City of Iowa City Contract Compliance Program. RECRUITMENT: I A search for job app li cants: Help wanted ads and contacting employment agencies are typical recruitment steps, . REHIRE: To return a worker to the payroll after a complete break in service. . REMEDIAL ACTION: Actions undertaken by an employer to remedy the effects of past discrimination. Often it is affinnative action but in more stringent doses. For instances, if black workers are 25% of the workforce in a I contractor's labor area, affirmative action might require that the contractor hire 25% black workers. Remedial action might be to hire 50% black workers until the contractor is at parity, Dr 25% black . workers in all job categories. REQUISITE SKILLS: I Those skills that make a person eligible for cons i derat ion for employment in a job. REVISED ORDER: I Guidelines issued by the OFCCP outlining what employers must do to comply with Executive Order 11246 as amended. . REVISED ORDER 14: . . Internal guidelines issued by the OFCCP whiCh instruct ~heir own comp Ii ance offi cers in conduct i ng a comp 1 i ance rev i ew. The order '. also outlines what documents' employers must make available to the government's compliance officer. tD ,>- 0:> SELECTION: 0 "Tl I The hiring process which comes after recruitment and inter~~s. ~n ~ this step the employer decides who will get the job. :~=<.= F, -1(") . lfJ\l . -<r ".. . fTl :K YJ 0:::0 'P. ~::z:. )>> U1 . U1 . . CC-l!! SSA: . Spanish-surnamed American. SYSTEMATIC DISCRIMINATION: . One or more practices which have many discriminatory off-shoots so that an entire organization screens out disadvantaged workers in the I end. An example would be department seniority, described on page 14. TI~IETABLES: A time frame within which an employer tries to reach the established . affirmative action goals. UNDERUTILIZATION: '. Employment of members of a race, ethnic or sex group In a job or job group at a rate below their availability within the company's recrui tment area. Oepending on the job, recrui tment area may be local, regional or national. . VALIDATION: Process of determining whether tes ts given for employment in a I certain job actually predict good or bad performance on the job. (See "Job-Related Qualifications" on page 16.) Validation is designed to eliminate false criteria which screen out disadvantaged . groups. At the same time, validation protects the employer's right to hire only those workers who are qualified. The validation is ordinarily done by an independent organization with expertise in . that area. WORD-Of-MOUTH ADVERTISING: Similar to Old Boy Network. Employers run the risk of perpetuating I the effects of past discriminatory practices if they maintain a word- of-mouth recruitment policy. Since this policy relies upon current employees informing friends and relatives of vacancies, and since . past discrimination often has substantially restricted minority group representation in an employer's workforce, it follows that non-minorities will be included in the flow of information regarding . job openings at a higher rate than minorities. Such discrimination may also result from word-of-mouth recruiting, as where information about job openings is disseminated by male department heads limiting the 1 i ke Ii hood that females wi 11 be appri sed of employment . opportunities. N 4: . C> 8 ~~ Q 0::0 ::r: w-: IUL'l dO ..J >- . <...H- ..J - >-u - 1-<:( ~ = c) tb -..,.,.. 'WI U:- . .u.. '0 .e;) , - en . 1;'- , - ' . . . - ..' - . . , . . , ,I . . . 13474 01 ADMINISTRATIVE PROVISIONS I wp956 SECTION 01005 - Page 1 PART 1 GENERAL I 1.01 WORK COVERED BY CONTRACT DOCUMENTS A. Work of this contract comprises general construction including demolition, construction of . interceptor and lateral sewers, construction of reinforced concrete structures, removal and replacement of pavement, surface restoration, and other related work located at Iowa City, Iowa, for the City of Iowa City, Iowa, OWNER. I B. Selected connections to existing sanitary sewer system will be made but not placed in s61i\'ice under this Contract. See details on Drawings where temporary plugs are required. O~ER ~I remove temporary plugs and activate new connections in future when South Wastewater~~tm~ Pl$js I expanded. :P-i <== ~-< = F 1.02 AGREEMENT -iO m -<, ~ - fT\ 0 I A. Construct Work under single unit price Agreement. 0::0 'P. :;;:;?C U\ 1.03 WORK BY OTHERS :P U\ I A. OWNER will award additional prime contract for related project improvement. B. CONTRACTOR shall be aware that additional contractors will perform related work at site . generally described as Kiwanis Park. Kiwanis Park work will consist of general park development constructed after August 15, 1998. . 1.04 WORK SEQUENCE A. Construct Work in stages to accommodate OWNER's requirements during construction .period; co- I ordinate construction schedule and operations with OWNER. B. Specific schedule requirements are specified in Agreement. . - I 1.05 CONTRACTOR USE OF PREMISES A. Limit use of premises to Work and construction operations, to allow for OWNER occupancy, work by other contractors, and public access. , I B. Coordinate use of premises under direction of OWNER. I 1.06 UNIT ADJUSTMENT PRICES A. Unit adjustment prices will be used to adjust Contract Price for "Cast.ln-Place Concrete Structures" I lump sum items for additions to or deductions from quantities required by Contract Documents, B. Unit adjustment prices apply only to additions to or deductions from quantities required by Contract I Documents made necessary by unforeseen conditions or changes deemed necessary, or desirable by ENGINEER or OWNER during construction. Additions or deductions necessary to accommodate equipment furnished and installed under Agreement shall be made by CONTRACTOR at its expense, and unit adjustment prices shall not apply. I 1.07 APPLICATIONS FOR PAYMENT A. Submit 3 copies of each application to ENGINEER on Application and Certificate for Payment. . I ADMINISTRATIVE PROVISIONS 1347401 . Page 2 - SECTION 01005 wp956 . 1.08 COORDINATION A. Coordinate Work of various sections of Specifications to assure efficient and orderly sequence of I installation of construction elements, with provisions for accommodating items installed later. B. Verify characteristics of elements of interrelated operating equipment are compatible; coordinate I Work of various sections having interdependent responsibilities for installing, connecting to. and placing in service, such equipment. 1.09 FIELD ENGINEERING . A. OWNER will provide field engineering services to establish construction limits, sewer and pavement -replacement grades, lines, and levels, hy use of recognized engineering survey practices. Survey I . services:will also be provided to determine existing grade elevations for establishing sewer depth of :cut for payment purposes. - 1.10 BUILDING;CODES, PERMITS, AND APPLICATIONS I A. Obtain and pay for all construction permits and licenses including, hut not limited to, those listed below. OWNER shall assist CONTRACTOR. when necessary, in obtaining such permits and licen- I ses. 1. NPDES permit coverage under Iowa DNR's General Permit NO.2 for "Storm Water Discharges Associated With Industrial Activity for Construction Activities" including following: . a. Preparation of effective Stormwater Pollution Prevention Plan in accordance with Iowa DNR requirements. b. Preparation and filing of complete Iowa DNR "Notice of Intent for NPDES Coverage Under ~ General Permit." . C) c. <Preparation of "Public Notice of Storm Water Discharge" and publication in 2 newspapers 6 !2 :.::~er Iowa DNR requirements. :::t: it _ ubmit required information and direct questions to: . p~ "'" -'>- - ~ WI- d - >-u Storm Water Coordinator (Monica Wnuk) - Iowa DNR = t=<l: L'L. co 900 E. Grand Avenue I w u:;::. ....... C) Des Moines. IA 50319-0034 CD 0'\ 2. Withdrawal of groundwater for construction dewatering shall be registered with Iowa DNR by . preparation and filing of Form 20, "Registration of Minor, Nonrecurring Use of Water." Submit form and direct questions to Water Supply Section (Warren Riekenberg) at Iowa DNR, 3. Construction dewatering wells shall be permitted by Johnson County by preparation and filing of "Water Well ApplicationlPermit Form." Submit form and direct questions to Johnson I County Health Department (Hillary Maurer). 4. Construction dewatering wells shall be recorded as plugged or abandoned with Johnson County by preparation and filing of" Abandoned Water Well Plugging Record." Submit form and . direct questions to Johnson County Health Department (Hillary Maurer), 5. Permit for construction in Dane Road right-Qf-way shall be obtained from Johnson County Secondary Road Department. . 6. Permits for demolition and for building shall be obtained from City of Iowa City Housing and Inspection Services (Ron Boose). B. Pay all railroad inspection fees necessary for prosecution of Work. Pay all charges of utility service . companies for connections to Work. OWNER will pay all charges of such companies for capital costs related thereto. . . - ------ . 1347401 ADMINISTRATIVE PROVISIONS I wp956 SECTION 01005. Page 3 C. Give all notices and comply with all laws, ordinances. building and construction codes, rules, and regulations applicable to Work. If CONTRACTOR observes that Specifications or Drawings are at I variance therewith, give ENGINEER prompt written notice thereof, and any necessary changes shall be adjusted by appropriate Modification. I D. If CONTRACTOR performs any Work knowing or having reason to know that it is contrary to such laws, ordinances, rules, and regulations, and without such notice to ENGINEER, CONTRACTOR shall bear all costs arising therefrom; however. it shall not be CONTRACTOR's primary reo sponsibility to make certain that Specifications and Drawings are in accordance with such laws, . ordinances, rules, and regulations. E. OWNER and ENGlNEER's Consultant will take primary responsibility in applying and paying for I permits listed below. CONTRACTOR shall provide input as required and shall comply with any special conditions required by permitting authority. I. Iowa Department of Natural Resources: Wastewater Construction Permit and Iowa River Crossing Permit. . 2. Corps of Engineers permit for Willow Creek crossing, Iowa River crossing, and for wetland related work. 3. Iowa Department of Transportation permit for U.S. Highways I and 921 sewer crossing and I other work in right-of-way. lJ:) 4. CRANDIC Railroad permits for sewer crossings and for other work on railruad property, 5. Johnson County flood plain development permit. ~("') M 4il I 6. City of Iowa City flood plain development and grading permit. ~:::; cP ==- 7. Federal Aviation Administration permit for work on airport property, 9-< = r ....0 \fii'il 1.11 EXISTING CONDmONS TELEVISION RECORD =<M ~ \OJ . o~ lJ:) A. Prior to construction, CONTRACTOR shall perform television recording along rOll~f ~ sanitary sewers. Recording shall document significant features that may be affecteifby cOllS1ll'uction I activity. B. Provide labor. equipment, and malerials for televising and complete video taping of routes of sewer. . C. Viewing shall be in upstream direction along each sewer route. Recording shall be consecutive and continuous along sewer route. . D. Personnel and equipment: I. CONTRACTOR shall furnish equipment. supplies, and materials necessary to complete Work described in these Specifications. 2. Equipment that does not give proper reSults shall be replaced. I E. Television camera and other components shall provide clean, clear, and sharp picture. IF. Video tape: I. Provide complete video record of areas along routes of new sewers, Video tape cassette produced shall be compatible with OWNER's video equipment. . 2. Produce video tape recordings of sufficient quality to allow proper in-house viewing with minimum of distortion; no image tearing. 3. Provide voice narration on video tapes to document following information: a. Name of city, street, and date upon which television inspection was made. . b. Description of special features. i.e. cracked pavements, special landscaping, etc. 4. Stop camera at special features for minimum of 10 seconds to allow for photographic documentation. . 5. Deliver video tapes to ENGINEER who, after review, will deliver tapes to OWNER for permanent records. 6. Label each tape to identify sewer and limits of coverage. . ADMINISTRATIVE PROVISIONS 1347401 . Page 4 - SECTION 01005 wp956 I G. Recording procedure: I. Camera shall be moved at uniform rate consistent with amount of detail being recorded. I 2. Take necessary steps and adopt procedures to ensure optimum viewing conditions. H. Television recording of existing conditions is considered incidental to sewer construction and . separate payment will not be made for television recording. 1.12 TAXES A. Pay all sales, consumer, use and other similar taxes required to be paid by it in accordance with law . of place of Project. B. After delivery to site of items on which CONTRACTOR is required to pay such taxes. CONTRAC- I TOR shall submit to OWNER statement of such taxes paid. C. OWNER will reimburse CONTRACTOR for taxes included in such statements. I 1.13 JOB SITE ADMINISTRATION A. ~ONTRACTOR shall provide competent, suitably qualified personnel to survey and layout Work I and perfonn construction as required by Contract Documents. CONTRACTOR shall at all times maintain good discipline and order at site. . B. . Except in connection with safety or protection of persons or Work or property at site or adjacent . thereto; and except as otherwise indicated in Contract Documents, all Work at site shall be perfor. . ' med during regular working hours, and CONTRACTOR shall not permit overtime work or . . perforjnance of Work on Saturday, Sunday. or any legal holiday without OWNER's written consent , given after prior written notice to ENGINEER. C. CONTRACTOR shall designate one or more employees to be its representative(s) for airport safety, I Named representative(s) shall become familiar with airport safety and procedural requirements and cooperate and coordinate fully with airport manager. Representative(s) shall be on site and provide direction and control whenever construction work, material or equipment deliveries, or vehicle or I personnel access is required in runway protection zones shown on Drawings, D. Incompetent or incorrigible employees shall be dismissed from Work by CONTRACTOR or its I representative when requested by ENGINEER, and such persons shall not again be permitted to return to Work without written consent of ENGINEER. E. Workmanship shall be of best quality. I 1.14 COPIES OF DRAWINGS AND PROJECT MANUALS A. After Notice of Award. CONTRACTOR may obtain, at no charge, maximum of 5 complete sets of I full-size Drawings. as listed in project manuals. and 5 sets of project manuals, BN Additional copies of project manuals and full-size Drawings may be obtained under following . o condifWns: .. ~-li-. iL). 9 I.o::~Ject manuals: ~ ::r:: wa:: Furnished at ENGINEER's Consultant's reproduction cost plus handling charge. . '-........ ex: <:3lt: If CONTRACTOR's requirement for additional project manuals necessitates reprinting of d - ::;-u project manuals. CONTRACTOR shall pay entire cost of such reprinting, = - !=c:t Partial sets of project manuals will not be provided. t,& ::0 . t..J u:s: L..- a co - en . ---- I 13474 01 ADMINISTRATIVE PROVISIONS I wp956 SECTION 01005 . Page 5 2. Full-size Drawings: a. Complete sets of full-size Drawings may be purchased from ENGINEER's Consultant at I ENGINEER's Consultant's reproduction cost plus handling charge per set. b. Complete sets of reproducible prints of full-size Drawings may be purchased from ENGINEER's Consultant at ENGINEER's Consultant's reproduction cost plus handling I charge. C. Revised Drawings and project manuals, if required, will be provided by ENGINEER to show I authorized changes or extra Work under following conditions: I. Project manuals: Furnished at no charge, in same quantity as original issuance. 2. Full-size Drawings: a. One revised, complete set of full-size Drawings will be issued, at no charge, for each I full-size set originally issued, and for each full-size set purchased by CONTRACTOR after Notice of Award, up to 4 copies maximum. b. One full-size reproducible set will be issued to accommodate fifth and subsequent sets I purchased by CONTRACTOR. CONTRACTOR shall use reproducible set to complete printing for additional Drawings in its possession, 1.15 REFERENCE STANDARDS I A. For products specified by association or trade standards, comply with requirements of standard, except when more rigid requirements are specified or are required by applicable codes, I B. Date of standard is that in effect as of Bid date, or date of Agreement when there are no Bids, except when specific date is specified, . C. When required by individual Specifications Section, obtain copy of standard, Maintain copy at job site during submittals, planning, and progress of specific work, until Substantial Completion. I D. Abbreviations used in Drawings and Specifications are as specified in ANSI Y I and IEEE 260, E. Schedule of references: I. AASHTO - American Association of State Highway and Transportation Officials I 2. ACI . American Concrete Institute 3. ANSI - American National Standards Institute 4. ASME - American Society of Mechanical Engineers I 5. ASTM - American Society for Testing and Materials <D 6. AWS - American Welding Society co 0 ..., 7. AWVoi'A - American Water Works Association ::;::0 !T1 '"1iil 8. CLFMI - Chain Link Fence Manufacturers Institute )>~ aJ == I n-< - F 9. CRSI - Concrete Reinforcing Steel Institute - 10. FM - Factory Mutual System .-;" m -<r = 1 I. FS. Federal Specification - rrt ::x 0 -:;u . 12. IEEE. Institute of Electrical and Electronics Engineers 0_ 'P. 13. NEMA - National Electrical Manufacturers' Association :E"" en )> 14. NFPA - National Fire Protection Association U'I . 15. OSHA - Occupational Safety and Health Administration 16. PCA - Portland Cement Association 17. SSPC. Steel Structures Painting Council 18. UBC - Uniform Building Code . 19. UL - Underwriters' Laboratories END OF SECTION . I I I , 13474 01 MEASUREMENT AND PAYMENT I wp956 SECTION 01025 - Page 1 PART 1 GENERAL I 1.01 REQUIREMENTS INCLUDE <P 0) - -T\ A. Items of Work described herein are specifically listed in the Agreement for s~ nij}su~nt . and payment. (") ~ :: F B. No other items of Work required by Contract Documents shall be measured or~ folJ::!S a\SWJarate item, but shall be included as part of listed unit price item to which Work pe~ FaitlJre @Jjst . all such related Work in the following descriptions of unit price items shall not9il~idat'e this stipulation. ~ ~ I C. CONTRACTOR shall measure unit price quantities for payment and submit to ENGINEER. 1.02 DESCRIPTION OF UNIT PRICE ITEMS I A. Mobilization; lump sum (LS): Price includes mobilization costs. A maximum payment of two and one-half percent of total extended prices will be made for this item. Payment shall be made along with firM monthly payment after commencement of major construction. Includes field offices and . project l:ign. B. Lateral Sanitary Sewers; linear foot (LF): Unit Price includes all costs for furnishing, handling and . laying pipe, pipe bedding materials, carefully placed backfill to depth of one foot over top of pipe, speciallittings, trench excavation, dewatering, sheeting, shoring, groundwater barriers, remaining backfill with job excavated material, utility repair. repair and replacement of traffic control devices, water, gas, telephone, TV cable. fiber optics, utility company charges for temporary relocations. . support!, or bracing, temporary connections, piping and pumping for bypassing sewage flow as necess<uy to maintain service. infiltration and exfiltration testing, temporary plugs. c1eanouts, and incidental work except surface restoration, pavement replacement and connections to existing I system. Includes costs for temporary potable water supply to properties with private wells affected by dewatering activities. Includes removal, transportation and disposal of removed pavements and excess excavated material. Length will be measured along center line of pipe with no deduction for manholes. Payment will be made for various depths of cut measured to invert of pipe and diameters . listed. This payment description also applies to 24' storm sewer and sanitary sewer serVice pipe. C. Interceptor Sewers; linear foot (LF): Unit Price includes all costs for furnishing, handling and I laying pipe, mitered fittings, PVC liner, pipe bedding materials. haunch materials, remaining backfill with job excavated material, groundwater barriers and sealing of exposed faces of refuse material in Mesquakie Park, special fittings; trench excavation, dewatering, sheetIng, Shoring, utility repair, repair and replacement of traffic control devices. water. gas, telephone, TV cable, fiber I optics, utility company charges for temporary relocations, supports or bracing, tt;mporary connections, piping and pumping for bypassing sewage flow as necessary to maintain service, infiltration and exfiltration testing. field jointing, spark testing. and incidental work. Includes costs I for temporary potable water supply to properties with private wells affected by dewatering activities. Include!: temporary removal and replacement of storm sewers and appurtenances where necessary for trench excavation. Includes transporting and stockpiling of trench excavated material suitable for bedding and backfill. Includes clearing. grubbing, and tree removal considered incidental. Includes . saw cutting, removal, transportation and disposal of removed pavements and excess excavated material. Includes removal and reinstallation of existing fence, and fence to mark limits of constru(:tion area. Length shall be measured along centerline of pipe between P .I.s with no . deduction for manholes or mitered bends. Measurement shall be to outside faces of, and not through, the following structtJres: East Siphon Structure and West Siphon Structure. Measurement shall not include jacked, augered, or ttJnneled crossing lengths and siphon pipe between East and . West Siphon Structures shown on Drawings. Payment will be made for various depths of cut measufl:d to invert of pipe and diameters listed. Measurement for eccentric increasers shall be for larger diameter. I MEASUREMENT AND PAYMENT 1347401 . Page 2 - SECTION 01025 wp956 D. Siphon Pipe; linear foot (LF): Unit Price includes all costs for furnishing, handling and laying pipe. I pipe bedding materials, carefully placed backfill to depth of one foot over top of pipe, remaining backfill, special fittings, trench excavation, dewatering, sheeting, shoring, and infiltration testing. I Includes removal, transportation and disposal of excess excavated material. river sediment control measures"temporary dikes or coffer dams. Length shall be measured along centerline of pipe between East Siphon Structure and West Siphon Structure. Payment will be made for diameters . 'listed. . E. J;.ateral Sanitary Sewer Manholes: 1. Standard; each (Ea): Unit price includes all costs for furnishing and installing manhole, I excavation, dewatering, sheeting and shoring, concrete, waterproofing, watertight lids, chimney seals, stub pipes, flexible watertight connections, frame and lid, backfilling, and miscellaneous associated work for manholes zero to 8' deep measured from top of lid to invert of lowest . sewer. Payment will be made fur various diameters listed. Does not include manholes paid under "Connections To Existing System." Includes manholes on 24" storm sewer. 2. Extra Depth; linear foot (LF): Unit price includes costs for depth in excess of 8' for standard manholes as measured from top of lid to invert of lowest sewer. I 3. Drop Connections; each (Ea): Unit price includes additional costs over standard manhole costs for excavation, concrete, dewatering, pipe and fittings, and miscellaneous associated work to construct drop connection. Does not include drop connections paid under "Connections To . Existing System". F. 42" Interceptor Sewer Manholes: 1. Standard; each (Ea): Unit price includes all costs for furnishing and installing PVC-Iined . manhole. excavation, dewatering, sheeting and shoring, concrete, waterproofing, watertight lids, chimney seals, stub pipes, flexible watertight connections, frame and lid. backfilling, and miscellaneous associated work for manholes zero to 8' deep measured from top of lid to invert . of lowest sewer. 2. Extra Depth; linear foot (LF): Unit price includes costs for depth in excess of 8' for standard manholes as measured from top of lid to invert of lowest sewer. 3. Drop Connections; each (Ea): Unit price includes additional costs over standard manhole costs . for excavation, concrete, dewatering, pipe and fittings, and miscellaneous associated work to N construct drop connection. o <( . Go 54~3nd Larger Interceptor Sewer Manholes: 6 ;: 1.G::stlmdard; each (Ea.): Unit price includes costs for furnishing and installing side-saddle PVC r...'_~ """ ::J!illed tee, PVC lined precast platform, PVC lined precast riser, frame and lid, steps and drop I d - {J l;Qnnection from connection to pipe barrel to top of side-saddle tee. Includes excavation, = - C lIewatering, sheeting, shoring, concrete, bedding, waterproofing, watertight lids, chimney seals, b1b El ~ !!!xible watertight connections, backfilling and miscel~aneo?s associated work. Standard l.L. @lnholeshall be up to 16' measured from the top of lid to IOvert of tee. I g:: 2. Elttra depth; linear foot (LF): Unit price includes costs for depth in excess of 16' for standard manhole as measured from top of lid to invert of tee. 3. Drop connection; each (Ea.): Unit price includes furnishing and installing lateral sewer tee and I drop pipe. Includes excavation, dewatering, backfill and miscellaneous associated work to construct drop connection. H. Road and Railroad Crossings (Augered or Jacked); linear foot (LF): Unit price includes all costs for . material, labor. excavation, dewatering, sheeting and shoring, jacking, augering or tunneling. furnishing and installing casing pipe, sewer, bedding, backfill, f1aggers, warning lights. barricades .. and incidental work for each crossing listed. Does not include traffic control which is paid for . separately. Includes coordination with railroad owner and meeting all requirements of permits issued by railroad owner. At CONTRACTOR's option. additional length of sewer may be installed by jacking, augering or tunneling. Payment for additional length shall be paid at the contract unit price for lateral or interceptor sewer as appropriate, for the applicable size and depth. Includes . . -------- --------- -- ------ - - - - - --------- I 13474 01 MEASlJREMENT AND PA YMENT I wp956 SECTION 01025 . Page 3 payment to CRANDIC Company for flaggers. inspectors. and other items required in permit agreement except for permanent crossing fee which will be paid by OWNER. I I. Connections to Existing System; lump sum (LS): Price includes all costs for material; labor; furnishing and installing new manhole. if required; fill concrete; shaping of manhole bottoms; I plugging of existing sewers; drop connection, temporary plugging of new sewer connection, temporary pumping of sanitary wastewater, if required; excavation; dewatering; sheeting; shoring; bedding; backfill; and miscellaneous associated work to make connections to existing system shown. Payment will be made at Contract unit price for the various connections listed. Connections not I listed shall be considered incidental and will not be paid for separately. J. Sewer Service Connections; each (Ea): Unit price includes the additional cost of service connections I to lateral sewer or interceptor sewer over straight pipe including tee, wye, concrete, and additional excavation. backfill, joints, stoppers, and location markers required for each connection. Cost of riser pipe shall be included in this item. I K. Pavement Replacement; square yard (SY): U nit price includes all costs for labor and material for replacing pavement and base or subbase in streets and driveways. Includes grading, compaction, forming, placement and finishing. jointing, joint sealing. and backfilling. Payment will be made for I types of pavement listed. Base for seal coat streets paid for separately as "Crushed Stone Street". New crushed stone access drive and parking area to south and west of west siphon structure paid for as "Crushed Stone Street". Measurement for this item will be subject to limitations outlined as . follows: 1. Quantities of pavement replacement will be calculated as the actual quantity of pavement replaced up to the maximum limits shown on Drawings. 2. No payment will be made for pavement replacement outside the designated limits as necessitated I by greater trench width. Payment will be made for additional pavement replacement beyond 1'- 0" from actual edge of trench only where removal has been authorized by ENGINEER. II L. Sidewalk Replacement; square foot (SF): Unit price includes all costs for labor and material for removing and replacing sidewalk removed tor sewer construction. Includes forming. placement and finishing, jointing, joint sealing, and backfilling. Measurement will be made of actual area installed. . M. Granular Fill Under Pipe; cubic yard (CY): Unit price includes additional costs for excavation, dewatering. labor, materials, equipment, and incidentals for providing granular fill in place of unsuitabhl foundation materials where authorized by ENGINEER. Does not include pipe bedding I material. Measurement computed by average end area method. N. Sheeting Left in Place; square feet (SF): Unit price includes material cost of sheeting and shoring I only when authorized by Engineer to be left in place. Cost of transporting and installing considered incidental to installation and shall not be included. Sheeting, which may be removed without endangering utilities or structures shall be considered incidental and sball not be paid for. I O. Clearing, Grubbing and Tree Removal; lump sum for each line segment (LS): Price includes all costs for labor and equipment for removal, hauling and disposal oftrees and brush in construction limits par.~lel to trench alignment. Each line segment listed shall be measured along centerline of pipe. Clearing, grubbing and tree removal required outside the line segments listed, sliall be . considered incidental and included in the price for sewers. . , P. Select Backfill; cubic yard (CY): Unit price includes all costs for furnishing and Placin:iJelect I backfill or Class A crushed stone, disposal of excess excavated material, compaction an "1cidentals. Measurement computed by average end area method of actual select backfill plac@ froin~pllh.o~ I ' above top of sewer pipe or centerline of interceptor to bottom of base under pav~, otito bottom . of topsoil in grassed areas. No payment will be made for placing, grading or re~~~g select IF backfill material above bottom of pavement base to provide temporary access pri<lQ@:pavement7U replacement. No payment will be made due to excavation beyond the following Itml~.. ~ . · _r'l ~ I o~ 'P. ~...- U'l J>- U'l MEASUREMENT AND PA YMENT 1347401 . Page 4 - SECTION 01025 wp956 I. Top of trench width equal to limitation defined in the attached tabulated limits. I 2. Trench width at top of pipe equal to outside diameter of pipe, plus the following: a. 8" - 33" pipe: 2'. I b. 36" - 78" pipe: 3'. c. 84" and larger: 4'. 3. Payment for placing and compacting suitable job-excavated material shall be included in unit I price for interceptor and lateral sewers and will not be paid for separately under this item. Q. Sod; square yard (SY): Unit price includes costs for preparation, sodding. fertilizing. watering, and incidentals for re-establishing lawns and grass areas. I R. Seeding; square yard (SY): Unit price includes all costs for preparation, seeding, fertilizer, watering, and incidentals for re-establishing lawns and grass areas. I S. Cast-In-Place Concrete Structures; lump sum (LS): Price includes all costs for labor, materials, excavation, dewatering, form work, reinforcing steel, concrete, embedded items. mechanical items, curing and incidentals for concrete construction. Includes PVC liners, gates, waterproofing, I backfilling, site grading, and removal of existing building foundations at East Siphon Structure. T. Riprap; square yard (SY): Unit price includes all costs for furnishing and installing filter fabric, I bedding material and riprap. Includes foundation preparation. Measurement will be made on surface area of riprap installed. U. Gabions; square yard (SY): Unit price includes all costs for furnishing and installing filter fabric, . bedding material, gahion basket, and rock fill materials. Includes foundation preparation. Measurement will be made on surface area of gabions installed. V. Plants; each (Ea.): Unit price includes costs of labor. equipment, and materials for furnishing and I installing, fertilizing, watering, and incidentals for plants replaced at OWNER's direction. Payment will be based on each type of plant replaced. W. Demolition; lump sum (LS): Price includes furnishing material and labor for removal and disposal I Ii of structures, and equipment. Includes any backfilling made necessary by these operations. X. Stormwater Pollution Prevention; lump sum (LS): Price includes costs for materials and labor for . preparation and submittal for permitting of acceptable and effective stormwater pollution prevention plan in accordance with Iowa DNR requirements. Includes implementation of approved plan. Y. Erosion Control; lump sum (LS): Price includes costs for materials and labor to implement effective I erosion control. Z. Traffic Control; lump sum (LS): Price includes costs for materials and labor to provide. install. and I remove temporary traffic control devices required for construction. AA. Disposal of Former Landfill Debris, Station 15 to 22, truck load (TL): Price includes all costs for . removal, hauling, and disposal of unknown huried debris encountered in trench excavation between ~tatio%-15 to 22. Landfill disposal costs by OWNER. Truck load measurement is defined as full .10ad.CQiiiained in standard tandem-axle dump truck. . _ C> ~. ~ - a:;C> f;)~B. ~eh'ati9itate Existing Manhole; each (Ea): Unit price includes costs for lahor, equipment, and d .:....matenals necessary to perform Work item. Optional grouting methods include applying nonshrink . = ~oiit;~ivated oakum. or chemical grout injection. Included are costs for excavation, surface ~ e.fre~.>>on, cleaning b~ hig~ press~re water blast (mi~imum ~,~OO psi pressure) lI;"d if nece:'s~. :~pplr~on of 10% munc aCId solution and pressure nnse, dnlhng holes for chenllcal grout tnJecl10n }~:PPtiO~;<IPPIYing grout, external waterproofing, and miscellaneous associated Work. I . I 13474 01 MEASUREMENT AND PA YMENT I wp956 SECTION 01025 . Page 5 CC. Concret'l Cap; linear foot (LF): Unit price includes all costs for material, labor. excavation, dewatering, forming, concrete placement, finishing, curing, backfilling, and incidentals, I Measurement will be made along centerline of sewer for sections receiving concrete cap. DO. 10" Overflow Connections and 4" Force Main to South Riverside Drive Lift Station; lump sum I (LS): Price includes all costs for material; labor; furnishing and installing manhole No. 3-2, concrete, waterproofing, watertight lid, flexible watertight connections. frame and lid; furnishing, handling, and laying pipe; pipe bedding; special fittings; trench excavation; dewatering; sheeting; shoring; hackfilling; and utility repair. Includes plug valve. . EE. Willow Creek Regrading, lump sum (LS): Price includes all costs for labor and materials to complete grading in Willow Creek as shown on Drawings 13, 14 and 15. Includes borrow material, I clearing, grubbing, stripping, disposing of unsuitable or excess material, topsoil stockpiling, excavation, extension of existing storm sewers to new channel, filling, compacting. grading, hauling, and topsoiling. Price does not include any surface restoration (limestone, fertilizer, sod, I seed, mulch, or grass maintenance). 1.03 MAXIMUM TRENCH TOP WIDTH IN FEET TO DETERMINE SELECT BACKFILL QUAN. TITIES I Depth of Cut to Invert of Pipe 8" - 33" 36" .78" 84" and (Feet) PiDe Pipe Larger Pipe ,I 0-8 15 16 21 8 - 10 19 20 25 . 10.12 23 24 29 I 12 - 14 27 28 33 14 - 16 31 32 37 . 16 - 18 35 36 41 18 - 20 39 40 45 I 20 - 22 43 44 49 22 - 24 47 48 53 I 24 - 26 51 52 57 26 - 28 55 56 61 I 28 - 30 59 60 65 30 - 32 63 64 69 . END OF SECTION <D ~ - "T\ c:> "'if'\\ I :-e:C'> g 'P~ =='" - r= C'>-<. - ~(") ~ -<., ~ .' I . rn 0 -:;0 '-P. 0-"" ::;;..... cJ' J? cJ' I -.--- - - ~- I 13474 01 PROJECT MEETINGS wp956 SECTION 01200 - Page 1 [I PART 1 GENERAL il 1.01 REQUIREMENTS INCLUDE A. ENGINEER will schedule and administer preconstruction meeting, periodic progress meetings. and II specially-called meetings throughout progress of Work, and: 1. Prepare agenda for meetings. 2. Distribute written notice of each meeting in advance of meeting date. 3. Make physical arrangements for meetings. I 4. Preside at meetings. 5. Record minutes; include significant proceedings and decisions. 6. Reproduce and distribute copies of minutes after each meeting. I a. To participants in meeting. b. To parties affected by decisions made at meeting. B. Representatives of CONTRACTORs, Subcontractors and suppliers attending meetings shall be I qualified and authorized to act on behalf of entity each represents. 1.02 RELATED REQUIREMENTS I A. Instructions to Bidders: Prebid Conference. 1.03 PRECONSTRUCTION MEETING I A. ENGINEER will schedule within 15 days after date of Notice to Proceed. I B. Location: A central site, convenient for all parties, designated by ENGINEER. C. Attendance: 1. OWNER's representative. I 2. ENGINEER and its professional consultants. \.0 3. Resident Project Representative. cD - 4. CONTRACTOR's superintendent. 0 ..,., "'\f\1 ~c-> g I 5. Major Subcontractors. l"':::1 0==> 6. Major suppliers, - F a-< - 7. Others as appropriate. ':::i" ~ -<r" ~ I - rn a D. Suggested agenda: 5:::0 '-P. 1. Distribution and discussion of: :o:;:;:S; cJ'\ a. List of major Subcontractors and suppliers. l"'. cJ'\ I b. J'roject construction schedules. 2. Criti.:a1 work sequencing. 3. Major equipment deliveries and priorities. I 4. Project coordination and designation of responsible personnel. 5. Proclldures and processing of: a. Field decisions. b. Submittals. I c. Change orders. d. Applications for Payment. . 6. Use (If premises: . a. Office, work, and storage areas. b. OWNER's requirements. 7. Construction facilities. controls, and construction aids. 8. Temporary utilities. I 9. SecuIity procedures. 10. Hous,~keeping procedures. . PROJEM' MEF.TlNGS 1347401 I Page 2 - SECTION 01200 wp9S6 II. Coordination procedures with police department, fire department, hospital/ambulance services, I' and utility companies. 1.04 PROGRESS MEETINGS . A. ENGINEER will schedule regular periodic meetings, as required. .; B. ENGINEER will hold called meetings as required by progress of Work. I I C. Location of meetings: Project field office of ENGINEER. . , D. Attendance: I. OWNER. 2. ENGINEER, and its professional consultants as needed. I 3. CONTRACTOR and Subcontractors as appropriate to agenda. 4. Suppliers as appropriate to agenda. 5. Others. I E. Suggested agenda: I. Review. approval of minutes of previous meeting. I 2. Review of Work progress since previous meeting. 3. Field observations, problems, conflicts. 4. Problems which impede construction schedule. 5. Review of off-site fabrication, delivery schedules. 1 6. Corrective measures and procedures to regain projected schedule. 7. Revisions to construction schedule. 8. Progress, schedule, during succeeding Work period. I 9. Coordination of schedules. 10. Review submittal schedules; expedite as required. II. Maintenance of quality standards. I 12. Pending changes and substitutions. ,13. Review proposed changes for: a. Effect on construction schedule and on completion date. . b, Effect on other contracts of Project. I '" c. Other business. ; END OF SECTION - I N Cl 4: I 2> V':s: b'! O::~ ::I: LLJ _ t&S "'" ...1>- ~- WI- d - )-U I - = t=4: ~ cc u..l (.):3: u.. Cl co . en - I . . I 1347401 SIIBMI1TALS I wp956 SECTION 01300 - Page I PART 1 GENERAL I 1.01 PROCEDURES A. Deliver submittals to ENGINEER. Simultaneously submit 2 copies of Shop Drawings only to I Stanley Consultants, Inc. at following address: u:> CD Mr. Charles L. Meyer 0 ~ "'Ull ::En g Stanley Consultants, Inc. ~:::i <==' I Stanley Building ,,-< - r - 225 Iowa Avenue -i(J fil'\\ Muscatine, Iowa 52761 -<r :::0- - IT1 :n: ~ 0=0 0.0 I B. Transmit each item under Shop Drawing Transmittal Form, bound herein. Identi~PfOj~ CONTRACfOR, Subcontractor, major supplier; identify pertinent Drawing shee and detail number, and Specification section number, as appropriate. Identify deviations from Contract I Documents. Provide space for CONTRACfOR and ENGINEER review stamps on each item. C. Submit initial progress schedules in duplicate within 15 days after award of contract. After review I by ENGINEER revise and resubmit as required. Submit revised schedules with each Application for Payment, reflecting changes since previous submittal. I D. Comply with progress schedule for submittals related to Work progress. Coordinate submittal of related items. E. Notify ENGINEER in writing, at time of submission, of any deviations in submittals from I requirements of Contract Documents. Any such deviations permitted by ENGINEER will require modifications of Contract Documents. F. Begin no fabrication or Work which requires submittals until return of submittals by ENGINEER I with ENGINEER stamp, as either "Reviewed" or Reviewed as Noted." G. After ENGINEER review of submittal, revise and resubmit as required. identifying changes made I since preiVious submittal. H. Distribute reproductions of Shop Drawings which carry ENGINEER stamp as either "Reviewed" or . "Reviewed as Noted" to: I. Job site file. 2. Record documents file. 3. Othl:r affected contractors. I 4. Subl:ontractors. 5. Supplier or fabricator. I I. Distribute Samples which carry ENGINEER stamp as either "Reviewed" or "Reviewed as Noted" as directed by ENGINEER. 1.02 CONSTRUCnON PROGRESS SCHEDULES . A. Submit horizontal bar chart with separate bar for each major trade or operation, 'identifying first work day of each week. CONTRACfOR may propose use of other schedule format. I B. Show complete sequence of construction by activity, identifying work of separate stages and other logically grouped activities. Show projected percentage of completion for each. item o(Work as of . time of each progress Application for Payment. . SllBMlTIAI.C; 1347401 I Page 2 - SECTION 01300 wp956 C. Show submittal dates required for Shop Drawings, Product Data, and Samples, and Product delivery I dates . 1.03 SHOP DRAWINGS I A. Shop Drawings shall be presented in clear and thorough manner, complete with respect to ;dimensions. design criteria, materials of construction. and like information to enable ENGINEER to I ,review information as required. Details shall be identified by reference to sheet and detail, schedule or room numbers shown on Drawings. .. I B. , Minimum sheet size: 8-112. x II". C. Make submittals to ENGINEER promptly in accordance with approved schedule, and in such sequence as to cause no delay in Work or in work of any other contractor. I D. Simultaneously submit 4 copies to ENGINEER and 2 copies to ENGINEER's Consultant. E. Submittals shall contain: I I. Date of submission and dates of any previous submissions. 2. Project title and number. I 3. Contract identification. 4. Names of: a. CONTRACTOR. b. Supplier. I c. Manufacturer. 5. Identification of product, with Specification section number. 6. Field dimensions, clearly identified as such. . 7. Relation to adjacent or critical features of Work or materials. S. Applicable standards, such as ASTM or Federal Specification numbers. 9. Identification of deviations from Contract Documents. 10. Identification of revisions on resubmittals. I 11. An S. x 3. blank space for CONTRACTOR and ENGINEER stamps. 12. Indication of CONTRACTOR's approval, initialed or signed, with wording substantially as fol- lows: . .CONTRACTOR represents to OWNER and ENGINEER that CONTRACTOR has either determined and verified all quantities, dimensions, field construction criteria, materials, . catalog numbers, and similar data, or assumes full responsibility for doing so and has reviewed or coordinated each Shop Drawing Sample with requirements of Work and Contract Documents. . 13. If Contract Documents include performance specifications stating required results which can be . verified as meeting stipulated criteria, so that further detailed design by CONTRACTOR prior to fabrication is necessary, Shop Drawings must be prepared under seal of professional engineer I N ~istered in appropriate jurisdiction and Shop Drawing certification shall contain wording sub- 0 stantially as follows: 9 ~~ 0 0:;0 ::r: w -: .1 hereby certify that this Shop Drawing was prepared by me or under my direct personal . ';lj = d;:: supervision or that I have personally reviewed this Shop Drawing which was prepared by r,- .d - >- C3 others, and I accept responsibility for the adequacy of the document to meet criteria stipula- - = l;:: <( ted in the Contract Documents to the same degree that I would if I had prepared it. and that rb w I u.J u ~ I am a duly registered professional engineer under the laws of the state of Iowa, and that I ...... ~ am competent to prepare or review this document.. CD en . . . n474 01 SlIBMITIALS . wp956 SECTION 01300 - Page 3 14. Shop Drawing Transmittal Form is bound herein. This form is also available on disk, formatted for WordPerfect 5.1, and for printing on HP LaserJet Series II using Swiss Roman . and Dutch Roman fonts, and may be obtained from the ENGINEER. CONTRACTOR shall reproduce any additional copies required and use in accordance with instructions given with Transmittal Form. CONTRACTOR shall submit 1 copy of Transmittal Form for initial submit- . tals and resubmittals. F. Resubmission requirements: Make any corrections or changes in submittals required by ENGINEER and resubmit until stamped as either "Reviewed" or "Reviewed as Noted" by . ENGINEER. Indicate any changes which have been made other than those requested by ENGINEER. . 1.04 PRODUCT DATA A. Mark each copy to identify applicable products, models, options, and other data; supplement . manufacturers' standard data to provide information unique to Work. Include manufacturers' installation instructions when required by Specification section. B. Submit the number of copies which CONTRACTOR requires, plus 2 copies which will be retained . by ENGINEER. LOS ENGINEER DUTIES . . A. Review required submittals with reasonable promptness and in accord with schedule, only for general conformance to design concept of Project and compliance with information given in Contract Documl,nts. Review shall not extend to means, methods, sequences, techniques, or procedures of II constru(:t1on or to safety precautions or program incident thereto. Review of a separate item as such will not indicate approval of assembly in which item functions. II B. Affix stamp and initials or signature, and indicate requirements for resubmittal, or review of submitUJl. ENGINEER's action on submittals is classified as follows: I 1. Relliewed: Submittal has been reviewed and appears to be in conformance to design concept of Project and Contract Documents. CONTRACTOR may proceed with ":'hrication of work in . submittal. 2. Re,'iewed As Noted: Submittal has been reviewed and appears to be in conformance to design concept of Project and Contract Documents, except as noted by ENGINEER. CONTRACTOR . may proceed with fabrication of work in submittal with modifications and corrections as indicated by ENGINEER. 3. RelUbmit: Submittal has been reviewed and appears not to be in conformance to design concept of l'roject or with Contract Documents. CONTRACTOR shall not proceoo with fabrication of . work in submittal, but instead shall make any corrections required by ENGINEER and resubmit for review. 4. Returned without Review: Submittal is being returned without having been reviewed because: . 1) lIiot required by Contract Documents; 2) grossly incomplete; 3) indicates no attempt at conformance to Contract Documents; 4) cannot be reproduced; 5) lacks CONTRACTOR's completed approval stamp; or 6) lacks design professional's seal when required by law or CoI.tract Documents. If submittal is required by Contract Documents, CONTRACTOR shall . not proceed with Work as detailed in submittal, but instead shall correct defects anV;esubmit for review. ~ 5. For Information Only: Submittal has not been reviewed but is being retJIinea for ipJPrmational . purposes only. itS! d:i ,;;:. -l - r . n~ - C. Return sublUlttals to CONTRACTOR. :::in filU """ . . :<~ ::t ~ -;0 ..0 00;<: .. :;;: J? ~ . SUBMl1TAU; 1347401 . Page 4 - SECTION 01300 wp956 D. ENGINEER's review of submittals shall not relieve CONTRACTOR from responsibility for any . deviations from Contract Documents unless CONTRACfOR has, in writing, called ENGINEER's attention to such deviation at time of submission, and ENGINEER has given written concurrence . pursuant to Contract Documents to specific deviation, nor shall any concurrence by ENGINEER re- lieve CONTRACfOR from responsibility for errors or omissions in submittals. END OF SECTION . . . . . . . . . N 0 -<t C <5 ~3t . 0=0 ~ ::r:: u.;-: "'" -'r d '->1- - . = - ;>-u On CO !::-<t ~ w u3: ....... 0 (0 - . <n . I . , - - - . : . . . . 1347401 OUALITY <CONTROL wp956 SECTION 01400 - Page I . PART 1 GENERAL . 1.01 RELATED REQUIREMENTS A. Conditions of Agreement: Inspection and testing required by governing authorities. I B. Section 01005 - Administrative Provisions: Applicability of specified reference standards. C. Section 01300 - Submittals: Submittal of manufacturers' instructions. . D. Section 02220 - Excavating, Backfilling and Compacting for Structures: Tests required for earthwork. ~ "0 ...., I . E. Section 03300 - Cast-in-Place Concrete: Tests required for concrete. ::E~ ~ ""ii1 ):> -I = I 1.02 QUALITY CONTROL. GENERAL ::~ :: ~ . -<r "" A. Maintain quality control over suppliers, manufacturers, products. services, Site CoIfditiO$ anO workmanship, to produce Work of specified quality. ~:;; o. I ):> ~ ! . 1.03 WORKMANSHIP ~ A. Comply with industry standards except when more restrictive tolerances or specified requirements . indicate more rigid standards or more precise workmanship. B. Perfoml Work by persons qualified to produce workmanship of specified quality. . C. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, and racking. . 1.04 MANUFACTURERS'INSTRUCfIONS A. Comply with instructions in full detail, including each step in sequence. Should instructions conflict . with Contract Documents, request clarification from ENGINEER before proceeding. . . 1.05 MANUFACTURERS' CERTIFICATES .. A. When mquired by individual Specifications section, submit manufacturer's certificate, !nduplicate. that products meet or exceed specified requirements. . _ . 1.06 MANUFACTURERS' FIELD SERVICES ._ , A. When specified in respective Specification sections, require manufacturer to provide qu~ified personnel to observe field conditions, conditions of surfaces and installation, quality of workman- . ship, SIlLrlUp of equipment, test, adjust, and balance of equipment as applicable, and to make appro- priate m:ommendations. . B. Representative shall submit written report to ENGINEER listing observations and recommendations. 1.07 TESTING LABORATORY SERVICES I A. OWNER will employ and pay for services of independent testing laboratory to perform inspections, tests, all,d other services required by various Specification sections. . . OIJALITY C.ONTROL 1347401 . Page 2 - SECTION 01400 wp956 B. Services will be performed in accordance with requirements of governing authorities and with . specified standards. C. CONTRACTOR shall cooperate with testing laboratory personnel; furnish tools, samples of . materials, design mix, equipment, storage, and assistance as requested. l. Notify ENGINEER and testing laboratory 24 hours prior to expected time for operations requiring testing services. I 2. Make arrangements with testing laboratory and pay for additional Samples and tests for CONTRACTOR's convenience. D. CONTRACTOR shall provide testing services required for his use in monitoring his construction . nieans and methods. - END OF SECTION I . . I . . N Cl <( . to 5 ~:s: e;::C> W :r: tJ.J- "'" ..J~ =='J Ufo- . - = - >-u rJ1." co !::<( UJ 03: u.. Cl . co en . . I . . I 13474 01 CONSTRUCTION FACII roES AND TEMPORARY CONTROLS . wp956 SECTION 01500 . Page 1 PARTl GENERAL . 1.01 ELECTRICITY, LIGHTING . A. Provide electrical power supply and temporary lighting as required during construction. B. llIumination levels: In accordance with OSHA requirements for construction lighting. . C. Equipment and materials need not be new. D. Tempor-ary wiring shall be sized and fused in accordance with NEC requirements and shall be in . conduit. 1.02 HEAT, VENTILATION <.J:) ~ . A. Provide as required to maintain specified conditions for construction operations, t~!'ltecr.materlals and finishes from damage due to temperature or humidity. ); ~ :: .",; n-< - II I 1.03 TELEPHONE SERVICE :::t(""':\ m -<, ;p- o r<1 ;Jl: 0 A. Provide telephone service to field office. 0::0 'P. :E~ en . 1.04 WATER l>- (J'\ I A. CONTRACTOR's supply: Connect to existing facilities; extend branch piping with outlets located so that water is available by use of hoses. OWNER will meter water used and bill CONTRACTOR at prevailing water rates. . B. Private water supply: 1. If CONTRACTOR's dewatering operations dry up adjacent private water supply wells, provide temporary potable water supply as follows: a. Extend water supply service pipe from city water main to affected residences. . b. Maintain water supply during course of construction affecting private water supply wells. c. OWNER will meter water used and bill CONTRACTOR at prevailing water rates. 2. Remove water supply service at completion of construction operations affecting private water . supply wells. I 1.05 SANITARY FACILITIES I I A. Provide and maintain required facilities and enclosures. . II 1.06 BARRIERS I I I! A. Provide 311 required to prevent public entry to construction areas and to protect existing facilities and '! adjacent properties from damage from construction operations. .1 . , B. Provide temporary fencing along limits of temporary construction easements or construction limits to 11 \ prevent personnel and equipment from unauthorized entry onto private property. : i I C. Provide bllITiers around trees and plants designated to remain. Protect against vehicular traffic, stored materials, dumping, chemically injurious materials, and puddling or continuous running water. . D. Provide traffic control as specified in Section 02221. . , . II ---- -- -- - - CONSTRUcrION FACILmES AND TEMPORARY CONTROLS 13474 01 . Page 2 - SECflON 01500 wp956 I I 1.07 SECURITY .' A. Provide security program and facilities to protect Work, existing facilities, and OWNER's operations from unauthorized entry, vandalism, and theft. Coordinate with OWNER's security program. II 1.08 WATER CONTROL A. Grade site to drain. Maintain excavations free of water. Provide and operate pumping equipment. .; 1.09 CLEANING DURING CONSTRUCflON A. Control accumulation of waste materials and rubbish; periodically dispose of off-site. . 1.10 PROJECT IDENTIFICATION A. . Provide 2 identical 8' x 6' Project identification signs of wood frame and exterior grade plywood . : : construction, painted, with exhibit lettering by professional sign painter, to ENGINEER's design , and oolors. List title of Project, names of OWNER, ENGINEER's Consultant. and CONTRAC- I ' TOR.: B. Erect: on site at locations established by OWNER. C. Allow no other signs to be displayed. I 1.11 FIELD OFFICES AND SHEDS . A. CONTRACTOR's office: 1. Weathertight. with lighting, electrical outlets, heating, cooling, and ventilating equipment, and equipped with furniture. . 2. Provide, in addition, space for Project meetings, with table and chairs to accommodate 6 per- sons. B. OWNER's field office: . 1. Furnished by OWNER. 2. CONTRACTOR shall transport and install adjacent to CONTRACTOR's office. OWNER's rl field office is presently located near Napoleon Park Pump Station. 3. Provide 4" crushed rock area for parking of 3 vehicles. 4. Install and provide electrical service as required during construction period. 5. Sanitary facilities: Provide and maintain required facilities and enclosures. . C. Storage sheds for tools, materials, and equipment: Weathertight, with heat and ventilation for products requiring controlled conditions, with adequate space for organized storage and access, and '. lighting for inspection of stored materials. D. Location: On airport property near east CONTRACTOR's entrance from Highway 921. N . 1.12 REMOVAlS ..~ ~::> {51 A9.Rc::C> 'al' . d .. S b 'alC I' W x. ~ temporary materl s. eqUipment, Services, an construction prior to u stantl omp etton I '" ~ =1DS(!ectiOn. .d - -.:~ -== B1::o Clean@d repair damage caused by installation or use of temporary facilities. Remove underground \;b, winstallations to a depth of 2'.0"; grade site as indicated. . ...... C> CD - O'l . . 13474 01 CONSTRUCTION FACII.mES AND TEMPORARY CONTROLS wp956 SECTION 01500 - Page 3 . C. Restore existing facilities used during construction to specified, or to original, condition. . END OF SECTION . . . I I l.O CD C> ...., =;:n r"l "lFO ::t>:::j c:c . = "'-< - r - ~r.:> m -<, :>:>> I - r'l'\ ::It lQJ 0::U 'P. :;E::>: ::t> c.n CJ1 . . . . . . . . . - - -- - ---- I t:l474 0] MATERIAL ANn R01JIPMENT wp956 SECTION 01600 - Page I I PART 1 GENERAL . 1.01 PRODUCTS ~ A. Products include material, equipment, and systems. ~C') M 91 :00::_. co ~ . B. Comply with Specifications and referenced standards as minimum reqUirements.~:< ::. If'"' C. Components required to be supplied in quantity within a Specification Section Sh~th~~d . shall be interchangeable. o~ '-P. '""'" ~....... <.f\ 1.02 TRANSPORTATION AND HANDLING 'P'(Jl . A. Transport products by methods to avoid product damage; deliver in undamaged condition in manufacturer's unopened containers or packaging, dry. I B. Provide equipment and personnel to handle products by methods to prevent soiling or damage. C. Promptly inspect shipments to assure that products comply with requirements, quantities are correct, I and products are undamaged. . 1.03 STORAGE AND PROTECTION . A. Store products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store sensitive products in weathertight enclosures; maintain within temperature and humidity ranges required by manufacturer's instructions. . B. For exterior storage of fabricated products, place on sloped supports above ground. Cover products subject to deterioration with impervious sheet covering; provide ventilation to avoid condensation. I C. Store Jomie granular materials on solid surfaces in a well-<lrained area; prevent mixing with foreign matter. I^ D. Arrange storage to provide access for inspection. Periodically inspect to assure,products are undamaged, and are maintained under required conditions. 1.04 PRODUCT OPTIONS - I A. Products specified by reference standards or by description only: Any product ~eeting diose stan- dards. . B. Products specified by naming one or more manufacturers with a provision for substitutions: Submit a request for substitution for any manufacturer not specifically named. I 1.05 PRODUCTS LIST A. Within 15 days after Notice of A ward, submit complete list of major products proposed for use, . with name of manufacturer. trade name, and model number of each product. Ul6 SUBSTITUTIONS I A. Only withill 30 days after effective date of Contract will ENGINEER consider requests from CONTRACTOR for substitutions. Subsequently, substitutions will be considered only when product becomes unavailable due to no fault of CONTRACTOR. Requests for substitutes shall comply with . . Paragraph 6.7 of the General Conditions. . MATERIAI~<; AND EOUIPMENT 13474 01 I SECTION 01600 - Page 2 wp956 B. Document each request with complete data substantiating compliance of proposed substitution with I Contract Documents. C. ~equest constitutes a representation that CONTRACTOR: . 1. H~ investigated proposed product and determined that it meets or exceeds, in all respects, : .2. specified product. Will provide same warranty for substitution as for specified product. . .3. Will coordinate installation and make other changes which may be required for Work to be complete in all respects. 4. Waives claims for additional costs which may subsequently become apparent. . D. Substitutions will not be considered when they are indicated or implied on Shop Drawings or product data submittals without separate written request, or when acceptance will require substantial . revision of Contract Documents. E. ENGINEER will determine acceptability of propnsed substitution, and will notify CONTRACTOR of acceptance or rejection in writing within reasonable time. t F. Only one request for substitution will be considered for each product. When substitution is not accepted, provide specified product. .1 END OF SECTION I .' I I - . I 0 <( II C 0 ::t::S: 0::0 rsJJ ::z:: w- \......... c:r ...J:>= dJ Ut- I - >-0 = - ~ co !:=<t: LU u~ ..... a . co a. I I I . I .. 13474 01 CONTRACT CLOSEOUT I wp9S6 SECTION 01700 - Page I PARTl GENERAL I 1.01 CLOSEOUT PROCEDURES A. Comply with procedures stated in General Conditions of Contract for issuance of Certificate of I Substantial Completion. B. When CONTRACTOR considers Work has reached final completion, submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete . in accordance with Contract Documents and ready for ENGINEER's inspection. C. In addition to submittals required by conditions of Agreement, provide submittals required by . governing authorities, and submit final statement of accounting giving total adjusted Contract Price, previous payments, and sum remaining due. I D. ENGINEER will issue final change order reflecting approved adjustments to Contract Pt!,6e not previously made by Change Order.Q .." ""\i1 ::En rn l>- t:I:l 1.02 FINAL CLEANING ~ - F C") _ I A. Execute prior to final inspection. -40 m -<r- :P . J"l'l ::n: C -:;0 o.P. B. Clean site; sweep paved areas, rake clean other surfaces. 0_ I. =E...... en l> C. Remove waste and surplus materials, rubbish, and construction facilities from Project and'Com site. I 1.03 PROJECT RECORD DOCUMENTS II A. Maintain documents in clean, dry. legible condition and in good order. Do not use record documents for construction purposes. B. Make documents and Samples available at all times for reference by ENGINEER. II C. Recording: 1. Label each document "PROJECT RECORD" in neat large printed letters. II 2. Record information concurrently with construction progress. Do not conceal any Work until required information is recorded. 3. Drawings shall be legibly marked to record actual construction: a. Horizontal and vertical locations. I b. Field changes of dimension and detail. c. Changes made by Instruction to CONTRACTOR or by Change Order. . d. Details not on original contract Drawings. 'I 4. Specifications and Addenda shall be legibly marked to record: a. Manufacturer, trade name, catalog number, and supplier of each product and item of equipment actually installed. b. Changes made by Instruction to CONTRACTOR or by Change Order. I D. Submitu~: 1. At Contract close-out, deliver record documents to ENGINEER for OWNER. I 2. Accompany submittal with transmittal letter in duplicate, containing: a. Date. b. Project title and number. c. CONTRACTOR's name and address. . d. Title and number of each record document. e. Signature of CONTRACTOR or its authorized representative. I CONTRAcr CLOSEOUT 13474 01 ,. Page 2 - SECTION 01700 wp956 I 1.04 WARRANTIES AND BONDS A. Provide duplicate, notarized copies. Execute CONTRACTOR's submittals and assemble documents I executed by Subcontractors, suppliers, and manufacturers. B. Submit material prior to final application for payment. I 1. For equipment put into use with OWNER's permission during construction, submit within 10 days after first operation. 2. For items of Work delayed materially beyond date of Substantial Completion, provide updated . submittal within 10 days after acceptance, listing date of acceptance as start of warranty period. END OF SECTION . I , - I : '. . , II . II - CJ ~ ~ 0 ~3: . c::CJ gj ::c w- c:r -1:>= =:J WI- - . = - :>-u ~ CD ':=<1: UJ u;:;:: ..... C> co - I 0'\ I' . I .' . I 1347401 DEMOLITION I wp956 SECTION 02050 - Page I PART 1 GENERAL . 1.01 SECTION INCLUDES I A. Removal, disposal, and associated work. B. Demolition work of this contract includes, but is not limited to house on Thomas-Betts lift station, Toyota lift station, and building near Station 16+00. . 1.02 SUBMITI'ALS . A. One week prior to any removal, CONTRACTOR sball submit demolition plan to ENGINEER for review. Plans shall include sequence of performing proposed work, requirements for interruptions to public use of area, and requirements for CONTRACTOR use of public streets and facilities. 'I B. Locations of disposal sites. 1.03 SCHEDULING OF WORK I A. Carefully coordinate time and manner of demolition work to maintain construction schedule re- quirements. . 1.04 UNDERGROUND OBSTRUCTIONS A. Known underground piping, foundations. and other underground obstructions in vicinity of new I construction are shown on Drawings. B. Protect underground facilities encountered during excavation until it is determined whether they are :1 active or inactive. Repair. without compensation, existing active facilities shown on Drawings damaged during operations. C. Notify ENGINEER and OWNER of unexpected subsurface conditions and discontinue Work in area . until OWNER provides notification to resume Work. \.0 0:> 0 -., ~uil PART 2 PRODUCTS ::En 1"1 )>:::j t:P = n-< - F I NOT USED - ~o m -<r ;po PART 3 EXEClmON . l"'1 ::Jt 0 . -;0 . 0_ 'P. 3.01 GENERAL REQUIREMENTS :,E"'-'" c.n )> c.n II A. Remove existing construction as specified and shown and as required to permit new construction. B. Perform removal in manner which will minimize dust, noise, and other nuisance. Maintain haul routes for disposal of material clean and free of debris. . C. Provide shoring and bracing where necessary to support existing construction and protect. personnel during demolition operation. I D. Perform demolition operations in manner that in no way endangers personnel, public, exi~ting structun:s, utilities, roadways, or facilities not to be demolished. . I DRMOI .mON 1347401 . Page 2 - SECTION 02050 wp956 . E. CONTRACTOR shall be responsible for damage to personnel, public, roadways. streets. structures. utilities, facilities, and equipment caused by operations and shall repair any damage at its own I expense or replace items damaged beyond repair. F. Perform Work in manner which will provide least interference and most protection to public and existing construction. CONTRACTOR's operations subject to approval by OWNER prior to I commencement of Work. G. Storage of materials to be removed will not be permitted to accumulate on site. Promptly remove all I demolition materials. H. Any portion of existing construction whether structural, or accessory which has become unstable through removal of other parts of construction shaH be removed as soon as practicable, and no such . unstable part shall be left free-standing or inadequately braced against causes of collapse at end of each day's work. L Backfill applicable excavated areas, open pits, and other depressions as work progresses. Backfill 'I materials shall conform to requirements of Drawings and other specification sections. J. Grade areas disturbed by construction to smooth, uniform surfaces sloped to drain. II K. Do not operate vehicles or equipment on existing construction or roadways which could be damaged. . L. No demolition shall be performed on piping, electrical circuits. or equipment until system has been isolated by CONTRACTOR. CONTRACTOR shall verify isolation of system. I M. Temporary electrical construction necessary to maintain existing system during construction shall comply with NEC Article 305. N. Take care to minimize outages of electrical systems. I O. To reduce fire hazards during demolition, CONTRACTOR shall carry out following requirements: . 1. Before removing any part of any building, remove volatile or flammable materials, such as fuel oil, gasoline, kerosene, benzene, cleaning fluids, paints, thinners, cloth. loose paper, combustible trash, coal, and similar materials which might serve as ready fuel for small fires. . -2. Maintain sufficient number of fire extinguishers to check and extinguish small fires in areas wliere Work is being performed. 3. Wherever cutting torch or other equipment which might cause fire is being used, fire extinguishers shall be kept nearby and ready for instant use. Users of such equipment shall be I ~tructed in proper method of preventing fires and extinguishing fire. 4. Fires will not be permitted in Project area. 5. Burning of waste lumber and other building materials or trash on Site will not be permitted. I P. Use of cranes and wrecking balls for demolition work are permitted as long as following conditions are met: 1. Machinery, cables, booms, and other equipment shall pass applicable safety inspections. . ;:; 2. Cfane boom may not be used within 20' of overhead power lines. ., 3...... WSeclting baIlor clamshell demolition work shaIl not cause debris to be kicked outward away 0 9 a::frem demolition area. I ~!'I fI ~ 4. ~9Perations do not damage adjacent construction. ~ <...:lI- d Q=Use-of;blasting will not be permitted. = lJ:l ~4: . b!h, u.J u :s: u... 0 co en I . 13474 0 I DEMOI,ITION wp956 SECTION 02050 - Page 3 I , R. Providl' temporary personnel and vehicle protection at openings or ledges left by demolition. - 3.02 DEMOLmON OF ARCHITECTURAL, STRUCTURAL, AND SITE MATERIALS . A. Remove as shown and specified. B. Any part of building, whether structural, or accessory, which has become unstable through removal of other parts shall be removed as soon as practicable, and no such unstable part shall be left free. I standing or inadequately braced against cause of collapse at end of day's work. C. Foundations: . 1. Perform required excavation, dewatering, sheeting shoring and bracing required to perform demolition. 2. Removal shall be complete. 3. Upon completion of foundation removal, backfill excavations and depressions with compacted . backfill as specified in Section 02220. Grade area to provide positive drainage. 4. Do not backfill excavations or voids left from foundation removals until removal adequacy is confirmed by ENGINEER. I D. Abandon existing manholes where noted on Drawings. 1. Remove existing frame and corbel to minimum of2' below existing ground. 2. Plug connecting gravity sewers by filling end of pipe with grout for minimum lenllill of 2'. I 3. Fill manhole with sand and prepare surface for restoration. '0 M =J'1l ~S? C;) u E. Material shall be removed completely from site. ~~ :: F I 3.03 DEMOLmON OF LIFT STATIONS 3p St ffl -1"'\ 10 -:;0 I A. Do not remove station from service before interceptor sewer is placed in permanertf.Ol>er'at1on. -- cJ'l B. Notify ENGINEER before starting work on station. ~ ~ I C. Contact OWNER and local utilities before disconnecting utility services. D. Remove package lift station mechanical and electrical equipment in its entirety. Remove top and I walls to 2' below ground. Fill remaining station with sand. E. AbandoD connecting gravity sewer by filling with grout and bulkheading each end with concrete. , I F. AbandoD connecting force main by bulkheading each end with concrete. G. Backfill with granular material compacted to 95% standard density and restore surface. I 3.04 SALVAGE OF MATERIALS A. Salvageable materials shall become property of CONTRACTOR and shall be removed from site as . Work progresses. 3.05 DISPOSAL OF MATERIALS I A. Debris shall not be allowed to accumulate. Waste materials and debris resulting from Work shall be removed and disposed of daily by CONTRACTOR in disposal area obtained by CONTRACTOR. . B. Burning of waste lumber and other building materials or trash on site will not be permitted. I DEMOI .mON 11474 01 I Page 4 - SECTION 02050 wp956 . 3.06 CLEAN-UP AND REPAIR ,- A. Maintain public streets, alleys, or other thoroughfares used in carrying out disposal free of litter or I soil attributable to this operation. Equip and load trucks or other vehicles to prevent leakage, blowing off. or other escape of any portion of whatsoever is being hauled. Cost incurred by I OWNER in cleaning up such litter will be charged to CONTRACTOR and deducted from monies due or to become due it under this contract. END OF SECTION . 1) G. J. Fink 2) C. L. Meyer I 'I - I I - . I - . - - I Cl -=t ........S: 0 9 ~C> ::r: w-: n,;L~ "'" ......l>- . WI- d - >-u - = !=<l: t;b CD w u3= . ..... Cl co 0'\ - .. I . I . I~ --------- I 13474 01 SITE CLEARING . wp956 SECTION 02110 - Page 1 PART] GENERAL M 1.01 SECTION INCLUDES A. Existing structures and property. . B. Clearing and grubbing. ..0 C. Stripping. ~ - . C> -T\ ""ifi ::En g D. Disposal. 'p:::i <== - Ii"' n-< - PART 2 PRODlICTS - ~ Ii .....n - ::E::O:: .. c.n I PART 3 EXECUTION 'P c.n 3.01 EXISTING STRUCTURES AND PROPERTY I A. Remove existing signs and posts within construction path unless directed otherwise. Store at site designated by OWNER items in reusable condition as determined by ENGINEER. I B. Move mailboxes to location approved by ENGINEER prior to closing road. Salvage and store any unique supports for mailboxes. Restore mailboxes and their supports to their prior condition when road is reopened. I C. Notify property owners before removing fences. Sections of fence removed for construction shall be replaced with original fence. I D. Contact appropriate utility representative to verify presence and location of buried utilities which may interfere with construction. I 3.02 CLEARING AND GRUBBING .. . .. A. It is OWNER's intention to minimize number of trees to be removed. Remove tiees witllin I permanent and temporary easement and rights-of-way only as designated by ENGINEER. Protect trees to be saved within temporary and permanent easements and rights-of-way. CONTRACTOR responsiblt: for damages outside easement line, rights-of-way, and for trees and vegetation not designated for removal. . I . r - B. Clearing: Remove and dispose of trees. logs, brush, rubbish, and other objectionable material. .. . C. Grubbing: Remove trees, stumps. brush, roots, and other vegetation to a depth of not less than 18" I below subgrade or existing ground line, whichever is lower. D. Bacldill depressions caused by grubbing, and compact to conform to density of surrounding earth. . 3.03 STRIPPING I A. Strip areas to receive fill, bacldill, or to be occupied by new construction. B. Completely strip topsoil, rubbish, vegetation, and other foreign materials. . C. Minimum depth: 6" unless shown otherwise on Drawings. 'I SITE CLEARING 1347401 I Page 2 - SECTION 02110 wp956 D. Stockpile clean topsoil free from subsoil, stones, and other foreign materials. for future use as . specified in Section 02221. E. Dispose of excess stripped material as specified in Section 02221. I 3.04 DISPOSAL . A. Dispose removed materials to locations off site. Off-site locations shall be arranged for by CONTRACTOR and at its expense and approved by ENGINEER. END OF SECTION . I) G. J. Fink . II 2) c. L. Mey:r I I I I I - C) <( I 8 .........:Ei: 0 c:;C) W x: w- 0'..) "'"' .....l~ dl Ul- I - >-c.:> = - ldk. co !:::<( w u:;:. - ...... 0 (D - 0'> I I I . I 1 I 13474 01 EXCAVATING BACKFILLING ANn COMPACTING FOR STRTJCTlTRES wp956 SECTION 02220 - Page I I PART 1 GENERAL I 1.01 SECTION INCLUDES A. Excavation, backfilling, and grading for structures. I B. Dewatering, sheeting, shoring and bracing, and associated work. u:> co 0 -... C. Importing fiU materials. ::EO 1"'1 . =u'i1 J;>::4 OJ c=> I - F D. Disposal of excess or unsatisfactory materials. (")-< - ::{(") m -<r = I 1.02 QUALITY ASSURANCE :...rn ::It ~ o:::X::> u:> ~::::::. ... A. OWNER will retain services of qualified professional soils consultant and testing ljiiorato~~ . B. Responsibilities of soils consultant will include: I. Sampling, testing, and approval of fill or backfill materials prior to and during placement. 2. Sampling and testing to detennine moisture-density and maximum density characteristics of I materials in accordance with ASTM 0698. 3. Observation of placement, selection of test locations. and testing of material during placement to detennine that unifonnity of compaction and specified compaction requirements are met. Det61mine in-place densities in accordance with ASTM 01556,02167,02922, and 03017. I 4. Inspection and approval of soil at bottom of excavations under foundations, considering settlement and load-bearing characteristics of soil and design bearing capacity. 5. Providing reports to ENGINEER giving infonnation on materials and testing perfonned. . 6. Making recommendations to ENGINEER where deviation from Specifications occur of. conditions are considered undesirable. 7. Binding all reports and recommendations in one report at end of Project and giving 2 copies to I ENGINEER and I copy to OWNER. C. CONTRAt::::TOR shall provide for access to Work, assist soils consultant in achieving access, and provide material and surface for testing. I D. Soils consultant will provide evidence of professional registration in the state where Work is perfonned and professional liability insurance covering its activities in the investigation, evaluation, I and produ(:tion of reports dealing with its work. E. CONTRACTOR shall perfonn additional laboratory and field tests it deems necessary for control of construction means and methods. . 1.03 SUBMITI ALS I A. OWNER's soil consultant will submit: 1. Layoults identifying field test locations and elevations. 2. Material test reports on samples of all fill and backfill. 3. Laboratory compaction test reports establishing moisture-density relationships and maximum . densities for all fill and backfill. 4. Field io-situ compaction test reports. 5. Test reports and records used to detennine adequacy of soils at bottom of excavations. I 6. Recommendations for corrections where deviations from Specifications occur or where conditions are considered undesirable. 7. Report giving infonnation on materials and tests perfonned with discussion of problem areas . and unifonnity of in-situ and fill materials. I ----- EXCAVATING BACKFILLING AND C:OMPACTING FOR STRUc:TlJRES 1347401 I Page 2 - SECTION 02220 wp956 B. CONTRACTOR shall submit soils, fill and backfill materials for testing. . 1.04 UNDERGROUND OBSTRUCTIONS I A. Known underground piping, foundations, and other underground obstructions in vicinity of new construction are shown on Drawings. . B. Obtain assistance from utility companies to locate underground piping, electrical. and communica- tion systems. C. Protect underground facilities encountered during excavation until it is determined whether they are I active or. inactive. Repair, without compensation, ell:isting active facilities damaged during operations. 'I D. Notify ENGINEER of unell:pected subsurface conditions and discontinue Work in area until OWNER provides notification to resume Work. . E. Comply with requirements of Se~1ion 02221, Article. Archaeological Sites". 1.05 MEASUREMENT AND PAYMENT I A. If quantities of excavation are changed from those required by Contract Documents, Contract Price will be adjusted on basis of unit adjusonent prices set forth in Agreement. . 1. Structural Earth Excavation, cubic yards, (CY): Unit adjusonent price includes removal of - material; obtaining, placing and compacting backfill as specified; dewatering; sheeting, shoring, c::: a1I?J bracing; disposal of excavated material as specified; grading; and all other incidental work. 0 E i[~ic yards of structural earth excavation defined as volume of earth in its original space within . t~~ :c .....~t lines of foundations and footing projections. <<:02. G~anular Fill. cubic yards (CY): Unit adjusonent price includes furnishing, placing, and ---!J = )-.c,sopacting as specified. Cubic yards of granular fill materials, defined as volume of material, = I C& co l-~final place, as determined by calculation based on customary methods of computation of t: ueaithwork quantities within limits specified. Fill materials required by overell:cavations or co eil;avations made for CONTRACTOR's convenience will not be measured for payment. II 0. PART 2 PRODUCTS 2.01 GENERAL REQUIREMENTS II A. Use material removed from excavations or obtained from off-site borrow areas obtained by CONTRACTOR for fill and backfill. B. Exclude debris, large stones, rocks, roots, organic or frozen material, expansive material and other . deleterious materials. 2.02 GRANULAR FILL I A. Type: Clean, crushed rock or gravel. . B. Size and grading: 90 - 99% passing 3/4. sieve and not over 5% passing No. 100 sieve. Uniformly grade from 3/4. to No. 100 sieve size. C. Material shall be free of earth. clay or other foreign substances. I D. Use where directed by ENGINEER 10 improve unsuitable materials beneath foundations. . I ---- . 1347401 EXCAVATING BACKFILLING AND COMPACTING FOR STRUCTURES wp956 SECTION 02220 - Page 3 . PART 3 EXEClmON ~ C; ..., . 3.01 EARTH EXCAVATION :;;:S?, ~ <=ifil )>....-\ = A. Excavawas required for construction work. 3~ ::. ~ -<:r ? ijUu lB. Use special care when excavating under and around existing facilities. Suppo~tinbfacillUb and earth under facilities to prevent settlement resulting from construction ope@iDns. ., ~ c.n )> (7\ I C. Excavation for soil supported foundations: I. Excavate to elevations shown. Soils consultant will inspect and approve soil at foundation levels shown. I. 2. Compact bottom of excavation with machine-held hydraulic or pneumatic tamper. Notify ENGINEER of any soft spots which are detected. 3. If soils consultant determines that bearing capacity of soil is unsuitable at foundation levels shown: . a. .Notify ENGINEER of subsurface conditions and discontinue Work in area until OWNER provides notification to resume Work. b. Additional payment will be made to CONTRACTOR for authorized excavation of II unsuitable soils on basis of unit adjustment price set forth in Agreement. 4. Fill with concrete, at no expense to OWNER, unauthorized excavations carried below bottoms of foundation levels shown. 5. Trim excavations by hand to remove material disturbed by machine excavation; produce neat, I plane surface at elevation of bottom of footing. 3.02 ROCK EXCAVATION . A. Rock is defined as boulders measuring over 'h cu yd or material that cannot be removed without special e:ccavation techniques such as continuous loosening with pneumatic tools, rippers or drilling and blasting. . B. Notify ENGINEER when rock is encountered. Do not perform rock excavation until notified by ENGINEER to do so and rock surface is surveyed for payment purposes. I C. Use methods which produce solid, unshattered lines; roughen smooth, flat surfaces and cut steps in smooth sloping surfaces. I D. Use methods which will avoid damage to existing structures and contents. E. Explosiws: Blasting permitted only in areas which will not result in damage to structures, contents, .- or the public. I. Use no explosives until required insurance covering blasting operations has been obtained. 2. Conform to ordinances of applicable regulatory agencies. I F. Rock excavation is not anticipated. 3.03 FILL AND BACKFILL . A. Backfilling around structures: I. Backfill after concrete has attained sufficient strength to withstand backfill pressures without - detrimental effects. . 2. Prevent displacement of construction during backfilling operations; backfill opposite sides simultaneously. I B. Fill to el(,vations or grades shown. Maintain surface and slopes for drainage during operations. I EXCAVATING BACKFILLING AND COMPACTING FOR STRUCTURES 13474.01 . Page 4 - SECTION 02220 wp956 . C. Placement: . 1. 'Maintain surfaces free of water, debris, and excessively wet, frozen, and other deleterious . . materials. 2. : Place backfill and fill materials in successive horizontal layers not more than 8" in loose depth. 3. . Place materials at proper moisture content for obtaining densities as specified. Generally maintain within 2 % of optimum. I 4. Material too dry or too wet to compact properly shall be moistened or aerated to extent neces~ary to produce desired results. D. Compaction; I 1. Compact backfill and fill within structure outlines and beneath and within 10' of sidewalks, streets, drives, and parking areas to at least 95% of maximum density as determined by ASTM D698. I 2. Compact fill and backfill in other areas to at least 90% of maximum dry density as determined by ASTM D698. 3. Sampling and testing shall be performed in each layer of fill and backfill placed to confirm . adequacy of compaction. 4. Pneumatic tired rollers, sheeps foot type heavy mechanical tamping rollers or heavy vibratory compactors shall not be used within 6' of structure, walls, pipes, or other construction which might be damaged by compaction equipment. . 3.04 DEWATERING A. Furnish, install, and remove dewatering equipment necessary to drain and keep excavations free of I water under all circumstances. B. If dewatering system permits water table to rise above bottom of excavation, subgrade and soils . below shall be tested by OWNER's soils consultant. CONTRACTOR shall remove and recompact subgrade materials as recommended by OWNER's soils consultant. C. Prevent surface water from flowing into excavations; promptly remove any water accumulated. I D. Maintain dewatering operations until Work area is accepted as complete and backfilled. I 3.05 SHEETING, SHORING AND BRACING A. Provide sheeting, shoring and bracing where required to hold walls of excavation and to protect I workers and property. CONTRACTOR shall be responsible for proper sizing and placement of Work. B. Remove sheeting, shoring and bracing in manner to avoid damage or disturbance to Work. Leave I sheeting and shoring in place, where removal will endanger Work, adjacent construction, or personnel. 3.06 SITE GRADING I A. Grade areas disturbed by construction operations. . B. Finish grade to smooth, uniformly sloping surfaces to elevations required for drainage. C. d'i11 depressions and provide for positive drainage away from structures. 'I .. 'Y"'3= on. SFinisli~th 6" layer oftopsoil in areas to be seeded. ::r: ~ . ~ .." .....1>- I '-~ CH- ~.Jl - >-u - == 1-<( \b 0:> <33: u..I t \J.- c:> co CT\ - - - - - - - - - - - - - - - - - - ------- . EXCAVATING BACKFILLING AND C.OMPAC.TING FOR STR\JCTlJRES 1347401 I wp956 SECTION 02220 - Page 5 3.07 DISPOSAL OF MATERIAL . A. Dispose of excess and unsuitable excavated material in area obtained by CONTRACTOR and approved by ENGINEER. . B. Dispose of debris, large stones, rocks, and roots off site in disposal area obtained by CONTRAC- TOR and approved by ENGINEER. I C. Disposal areas shall not be located in designated flood plain or wetland areas. END OF SECTION II I) G. J. Fink 2) K. C. Turner, L. D. Badtram I I .0 a:> <:) ..,., :;En rT1 ""if\] )>=i a:1 = I n-< - F - -tn if"~ -<, "'" . lTl ::K 0 . 0::0 '-P. ~:;o;; )>- c.n (1\ . I . . I . . I I I 1347401 TRENC.HING BAf'KFTT.LJNG AND C.OMPACTlNG wp956 SECTION 02221 - Page I I PART 1 GENERAL . 1.01 SECTION INCLUDES A. Pipe bedding requirements. . B. Trench ('xcavation and backfill. C. Backfill for manholes, appurtenances and structures. . D. Sidewalk and pavement construction. I E. Construction along or across highways and railroads. F. Erosion control. . G. Dewatering. <0 - co c:> ..., <=ifil H. Sheeting, shoring and bracing. ~o fTl )>:::; co = I 0-< - \l' I. Surface restoration and cleanup. - ~('") m -<,,' """ 1.02 RELATED SECTIONS -m ::It 0 C;~ '? . :i1;;?" A. Section 01025 ' Measurement and Payment. c.n )> (1\ . B. Section 01400 - Quality Control. 1.03 GENERAL REQUIREMENTS . A. Schedule Work to keep streets, sidewalks, and utilities in usable condition; avoid property owner inconvenience insofar as practicable. I B. Do not trespass on private property. Maintain construction operations on existing right-of-way or easements provided by OWNER. C. CONTRACTOR shall provide name, address, and telephone number of person who has access to . equipment and is authorized to malee emergency repairs to CONTRACTOR's Work, such as to correct trench cave-ins, moving excavated material, and correct other problems during weekends and off-work hours, so access can be maintained for fire fighting equipment, and to maintain barricades . for publit: safety. D. Disposal area(s): I 1. Remove brush, rubbish, spoil, excess excavated material, and material not suitable for backfill to off-site location of CONTRACTOR's choice and approved by ENGINEER. Excavated debris and organic material from former landfill site in Mesqualeie Park shall be removed from site for disposal in approved landfill. . 2. Remove waste material promptly as it is generated by construction operations; do not permit to accumulate. See also . Cleanup, " this Section. t 3. Haul routes: a. Determine haul roads with approval of agency having jurisdiction over proposed roadway. . b. Malee condition survey of haul roads prior to use and document with necessary photographs and written descriptions. c. Keep reasonably free from dirt, dust, mud, and other debris from construction operations. . d. Clean a minimum of twice a week. e. J;~epair any damaged haul routes to match existing conditions before use. I TRENCHING BACKFrLLTNG AND COMPACTING 13474 01 I Page 2 - SECTION 02221 wp956 4. Disposal areas shall not be located in designated flood plain or wetland areas. I 1.04 ACCESS TO STREETS AND HIGHWAYS . A. Maintain suitable means of access for property owners abutting streets and highways involved in construction, except as specifically permitted otherwise by OWNER. . B. Suitable access shall mean a roadway of sufficient width, free from ruts, potholes, and mudholes, and capable of carrying a passenger car without damage to car. C. When access must be denied due to construction, provide suitable access within 24 hours after . responsible construction is completed. D. Whenever construction is stopped due to inclement weather, weekends, holidays, or other reasons, I suitable access shall be provided for property owners. 1.05 EXISTING UTILmES I A. Obtain from utility companies exact locations of buried utilities shown on Drawings. B. House services are not shown on Drawings. Obtain locations of house services from utility I companies. Services damaged by CONTRACTOR's operations shall be repaired at no cost to OWNER. C. Repair, at no additional cost to OWNER, existing fences, culverts, and drain tile disturbed by I construction. D. CONTRACTOR fully responsible for liaison with utility companies and for repairing, at no expense . to OWNER, utilities damaged by CONTRACTOR. E. In event of break in existing water main, gas main, sewer, or electric or communication cable, I immediately notify responsible official of organization operating utility affected. 1.06 TRAFFIC CONTROL . A. Furnish, install, and maintain traffic control facilities required for Work. Remove when Work is completed. . B. References : 1. lOOT Standard Specifications. 2. U.S. Department of Transportation Federal Highway Administration "Manual on Uniform . Traffic Control Devices for Streets and Highways," 1989 Edition, as amended. C. Submit traffic control plan for activities requiring traffic control. I D. Traffic control devices may be new or used, but shall meet standards of lOOT Standard Specifications. ~ Portable generators shall not be used to power traffic control devices within 300' of residential . 8 d~gs. including apartments, between hours of 10:00 pm and 7:00 am. 0 _ u.._ W . W ~ Wothhall conform to Section 1107.9, "Barricades and Warning Signs," of lOOT Standard ~ ::. s~cations, unless specified otherwise. = i-<( 'iJb,. 0:> 0~ . u..I \J.- c:> c::> CT\ . . 1347401 TRENC.HING BACKFJI UNCi AND C.OMPACTING I wp956 SECTION 02221 - Page 3 G. OWNER will furnisb "NO PARKING" signs to facilitate removal of parked cars ahead of scheduled I work. CONTRACTOR responsible for installation and maintenance of signs 48 hours in advance of when cars must be removed. H. CONTRACTOR shall monitor condition of traffic control facilities at all times, including nonwork I hours. Repair or replace as necessary. I. Excavations shall be fenced. . J. Signs, barricades, and fences within and beyond Project area deemed appropriate by ENGINEER shall be responsibility of CONTRACTOR. Provide specially worded signs identifying business access to properties affected by construction or traffic control. I 1.07 ARCHAEOLOGICAL SITES . A. Any archaeological sites discovered or exposed during construction process shall be handled in accordance with Supplementary Conditions SC - 4.2.7. B. Special archaeological monitoring is required when excavating top 4' of depth for all Work on east I side of Iowa River. Contract Price shall include provisions for items listed below: . 1. Notify OWNER at least 14 days prior to excavating top 4' of depth for all WiJrk on ~ast side of Iowa River. . 2. OWNER will provide services of monitoring archaeologist to observe excavation of lOp 4' of depth. 3. Should monitoring archaeologist observe any significant feature, Work shall be tem\?orarily halted while archaeologist maps, observes, and collects features or samples. :-Inclu~delays of . up to 2 days in Contract Price. c:> ..., ='" =;:C'? ~ u u I PART 2 PRODUCTS -;3 ::. r ; I 2.01 PIPE BEDDING 'j,j2 "'" flU .m::It 0 A. Bedding for rigid sewer pipe 36" diameter and smaller: ~~ '-Po I 1. Use for reinforced concrete pipe and vitrified clay pipe. ~ ~ 2. Class B bedding material shall be well graded, clean gravel, or crushed stone meeting following gradation: . Pipe ASTM C33 Size Coarse Aggregate . Table 2 Size Number 100 to 18" 67 I ~toW ~MM Over 30" 57 or 67 or 467 . B. Bedding for flexible sewer pipe: I. Use for plastic/concrete composite sewer pipe. t' 2. Typ" II bedding shall be graded coarse sand and gravels, granular and noncohesive with maxi- mum size of 3/4" and not more than 5% passing No. 200 sieve. C. Bedding and trench bottom for pressure pipe: . 1. Use finely divided job excavated material left in trench bottom for ductile iron pipe or polyvinyl , chloride pipe. . TRENCHING BAC.KFILI.lNG AND COMPAC.TlNG 13474 01 . Page 4, SECTION 02221 wp956 2. If trench bottom material not suitable for hand working to uniform bearing surface or if in rock . excavation, provide pipe bedding consisting of sand or gravel with maximum size of 112". D. Trench bottom and bedding for ductile iron gravity sewer pipe: Use Class B bedding material shall . be well graded, clean gravel or crushed stone with maximum size of 314",95% passing 1/2" and not more than 5% passing No.4 sieve. I E. Bedding and haunch material for interceptor sewer pipe: 1. Use for reinforced concrete pipe 42" diameter and larger. 2. Installation and bedding requirements are based on Design Data 40 - Standard Installations and . Bedding Factors For The Indirect Design Method by American Concrete Pipe Association, March, 1993. 3. Installation types to be used: Type I and 2. See Drawings for locations of each type. I 4. Soil types used in Design Data 40 are based on Standard Installations Direct Design (SIDD) classification. Equivalent Unified Soil Classification System (USCS) and American Association of State Highway and Transportation Officials (AASHTO) designations are as follows: - SmD SOIL REPRESENTATIVE SOIL TYPES . c:> ~ 2> ~ ; Gil 0:: USCS AASHTO . ::r: w . ~"J .." .--' - Gravelly SW,SP AI, A3 l.,:.-" 0 ~ d - >- ~S~ GW,GP - . = I- ~ 0:> tb u..I c.; >- u- S Sandy GM, SM, ML A2,A4 co a> Silt Also GC, SC I (ML) with less than 20% passim! #200 sieve '5. Soil boring information indicates acceptable bedding and haunch material will be present in I trench excavated material at certain locations. CONTRACTOR shall conduct laboratory testing it deems necessary for identifying acceptable soil types. . 6. CONTRACTOR may stockpile acceptable material obtained from trench excavation for use in locations where acceptable material is not encountered. CONTRACTOR shall purchase additional acceptable material, if needed, at no extra cost to OWNER. 7. CONTRACTOR shall exercise care in handling and stockpiling acceptable material to prevent . contamination and lor mixing with unacceptable material. 8. OWNER will conduct tests it deems necessary to monitor compliance with requirements for acceptable bedding and haunch material and its installation. CONTRACTOR shall conduct . testing it requires for monitoring and controlling its construction methods and means for compliance with Project requirements. 2.02 TRENCH BACKFILL I A. lob excavated material: Free from debris, stones larger than 1-112", organic matter, and frozen material. . B. Select backfill: Consisting of well-graded mineral particles with 100% passing 1-1/2" sieve and not over 10% passing No. 200 sieve. C. Class A crushed stone: Conform to paragraph 4120.04 of Standard Specifications for Highway and . Bridge Construction by Iowa Department of Transportation. . . - ---- . 1347401 TRF.NC.HING BAC.KFILJ.JNG AND COMPAC.TlNG . wp956 SECTION 02221 - Page 5 D. Backfill around pipe: 1. Carefully placed backfill for rigid sewer pipe smaller than 42" diameter: Conform to Detail I CS-IO. 2. Carefully placed backfill for pressure pipe: Conform to Detail CS-25. 3. Haunching and initial backfill for flexible sewer pipe: Conform to Detail CS-24. . 4. Carefully placed backfill for ductile iron gravity sewer pipe: Conform to Detail CS-IO. 5. Haunching for interceptor sewer pipe: Conform to Detail CS-30. . -.. E. Remaining backfill (for all types of pipe): . , I 1. Trenches beneath or closer than 5' to paved streets, drives, sidewalks, curb:and gutter, seal coat street, or gravel street: Backfill with select backfill, Class A crushed stone or suitable job excavated granular material meeting requirements of select backfill. If Class A crushed stone is I used, material shall be placed in maximum I' lifts and compacted to 90% Modified Proctor density. If suitable job-excavated granular material is used, placing and compacting shall not be paid separately. ' 2. Trenches more than 5' from sidewalks, streets, drives, or curb and gutter: Backfill with . suitable job excavated material. F. Trench bottoms carried below required grade: Backfill with pea gravel, crushed rock, or pipe '. bedding material. G. Unauthorized excavation for appurtenances carried below required depth: Backfill with concrete. I H. New pipe below existing water, sewer, or gas main; or electrical or communication calt?; Backfill under existing facility with select backfill. C; '"'"' <=ifil ::En 1"'1 if - co I 2.03 BACKFILL FOR MANHOLES, APPURTENANCES, AND STRUCTURES ~~::. F A. Backfill material as required for adjacent trench. -40 ~ -<r :I=" . rr'l ::It C . 2.04 SIDEWALK AND PAVEMENT MATERIALS -;0 'P. c:>~ :iE~ c.n )> A. Concrete sidewalks: 0'\ . 1. Matl:rial: Concrete conforming to Iowa Department of Transportation C,3 mix. Maximum slump shall be 3" . 2. Reinforcing: None, except where transverse to trench use four No.4 bars. I 3. Expansion joints: 112" preformed expansion joint material. B. Concrete streets and drives: 1. Aggregate base: Iowa DOT Std. Spec 4120.04 Class A crushed stone. I 2. Pavement: Concrete conforming to Iowa Department of Transportation M-3 mix. 3. Reinforcing: None. 4. Seal: Hot-applied bituminous material in accordance with AASHTO MI73. I 5. Expansion joints: I" preformed expansion joint material. C. Asphalt streets, drives, and sidewalks: 1. Subbase course: . a. Streets with existing brick or concrete base: Gravel or crushed rock; gradation as specified for concrete pavement. b. Streets with existing gravel or crushed rock base: No subbase required. . 2. Base course: a. Streets with existing brick or concrete base: Unreinforced concrete. b. Streets, drives, or sidewalks with existing gravel or crushed rock base: Crushed stone; gradation as specified for concrete pavement. . 3. Prime coat: Asphaltic primer MC-30. 4. Surface course: Hot-mix, equal in quality to existing pavement. I TRENCHING BACKFILLING AND r.OMPACTlNG n474 01 I Page 6, SECTION 02221 wp956 D. Seal coat or crushed stone streets or drives: . 1. Material: Crushed stone. 2. Gradation: Iowa DOT Std. Spec 4120.04, Class A or as tabulated below. I - S' ve Size Percent Passin 0 , i~ . (01 9 - ' c:> 100 :r:: . J . ..n .." p)T 65-95 ~ . ."J - &-'4 40-60 - = 0:> -- \'Jb, u..I ,~ 15-45 u- 0,;:)16 . cc CT\ No. 200 5,13 3. Binder for seal coat streets and drives: Asphaltic binder MC-8oo. I 4. Dust abatement for crushed rock base and seal coat streets, provide one of the following: a. Emulsified asphalt, Type ASTM D977 RS-I or RS-2. b. Calcium chloride. . 2.05 TRENCHLESS CONSTRUCTION ACROSS STREETS, HIGHWAYS AND RAILROADS A. Materials: . 1. Sewer: As specified in Section 02721. 2. Casing: Black steel pipe conforming to ASTM A53 for 24" and smaller and to ASTM Al39 for 30" and larger. Material shall be Grade B. Full-circle, butt-welded joints conforming to I A WW A C206. 3. Casing chocks: As specified in Section 02721. B. Casing shall meet following minimal dimensional requirements. . Sewer Size Minimum Casing Size Casing Wall Thickness . Inch Diameter Inch Diameter Inch 8 20 0.344 18 36 0.531 I 42 none I 54 none 78 none I PART 3 EXECUTION 3.01 GENERAL REQUIREMENTS . A. Restore obstructions removed to accommodate equipment or to facilitate excavation. . B. Trees, hedges, and shrubbery: 1. Minimize damage caused by construction operations. 2. Trim and repair trees, hedges, and shrubbery damaged by construction operations; remove . broken branches. 3. Cut no tree roots larger than 3" diameter. . . 1347401 TRF.NC.HING BACKFILJ.JNG AND COMPACTING I wp956 SECTION 02221, Page 7 4. Notify ENGINEER prior to removing trees larger than 2" in diameter and hedges and shrubbery . I C. Trenches not requiring select backfill: Pile excavated material, suitable for backfill, in an orderly manner a sufficient distance back from edge of excavation to avoid slides or cave-ins; 2'-{)" . minimum clear distance. D. Trenches requiring select backfill or Class A crushed stone backfill: Place unsuitable excavated material directly on trucks and haul away. No spoil banks permitted. . E. If granular material suitable for select backfill is encountered in trenches requiring select backfill: Pile in an orderly manner a sufficient distance back from edge of excavation to avoid slides or cave, II ins; 2' -{)" minimum clear distance. F. Excavate existing utilities sufficiently in advance of pipe laying to determine crossing arrangement. :1 No payment will be allowed for down time due to utility relocation. G. Excavation shall be open cut unless otherwise specified or shown. I . H. Use caution when placing and compacting backfill to avoid placing construction loads on pipe which may damage or displace newly laid pipe. II I. For required clearance between sewers and water mains, see Section 02721. : J. Make arrangements with utility companies to temporarily support, brace or rem~ve utility'poles either adjacent to or in trench excavation at no cost to OWNER. -.. I K. Utility mains shown on Drawings, in conflict with trench excavation or new facilities: Perform relocation or make arrangements with utility to perform Work at no additional cost to OWNER . unless specifically described otherwise. , : .. L. Utility mains not shown on Drawings, in conflict with trench excavation or new facilities: 1. Notify ENGINEER immediately. I 2. Authorized relocation performed by CONTRACTOR or performed by others at CONTRAC- TOR's expense paid for under provisions of Article II of General Conditions. I M. CONTRACTOR shall notify ENGINEER whenever field tile is encountered and submit tIS proposed method of restoring field tile to ENGINEER for review and approval. Any fieldcSle em!quntered shall be restored by CONTRACTOR at no additional expense to OWNER. ReplllEor. otherwise[\! reconnect tile across trench after trench has been backfilled. CONTRACTOR sh3l1~ocu\fi'ent = I location ;and elevation of any tile lines encountered on each side of trench. Field ~e1epa; sh;ijfbe made prior to respreading of topsoil. ....-\0 rn :<M ;t:> :l); 0 3.02 SOIL AND MATERIAL TESTING -;:x:> '8 I o~ =E........ A. OWNER will retain independent, qualified testing agency to perform laboratory Jd field ~ts specified and any additional tests required to determine compliance with specifications. . CONTRACTOR shall perform laboratory and field tests it determines necessary for compliance with OSHA el:cavation requirements. I B. If tests indicate inadequate placement or compaction, CONTRACTOR shall correct inadequacies at no additional cost to OWNER. 3.03 TRENCH EXCAVATION CLASSIFICATION . A. Earth: Materials not classified as rock; includes clay, silt, sand and gravel, hardpan, disintegrated shale and rock, debris, and detached rock less than I cu yd in volume. I TRENC.HING. BAC.KFJLLlNG AND COMPACTING 13474 0 I . Page 8 - SECTION 02221 wp956 . B. Rock: Materials that cannot be excavated without use of pneumatic tools, drilling and blasting, or line drilling and wedging, and detached pieces of such materials larger than I cu yd in volume. C. Rock excavation is not anticipated. I 3.04 TRENCH EXCAVATION (EARTH) . A. Strip and stockpile topsoil for use in surface restoration. B. Trench width below top of pipe: Provide adequate width for proper pipe jointing operations and for . placing and compacting backfill. C. Slope walls of trench or provide trench shoring as required to comply with OSHA and safety I requirements. Use trench box or shield as required. D. Excavate to full depth by machine. Trench bottom shall be suitable for hand working of finel y divided, loose, excavated material or for placement of pipe bedding material. . E. If soft, spongy, or otherwise unstable material is encountered which may not provide suitable foundation for pipe: . 1. Notify ENGINEER immediately. -2,. ENGINEER will authorize remedial measures in writing as required. c3. Re1Roval and replacement of questionable material will be authorized only if dewatering C 2> ~!Jt~ods are unsuccessful in stabilizing trench bottom. I ;3. tJf~moval of unsuitable material is authorized: fUul .." ,aj'eplace with crushed rock or clean gravel having same gradation as pipe bedding material. d _ ~li.tfompact replacement material with vibratory or pneumatic tampers. I = - ;e:: -d\uthorized overexcavation and backfill paid for as "Granular Fill Under Pipe." b&, E3. <S.iJ.!l$urface exploration indicates possible presence of unsuitable (peat) material near Boring 104 u- an~ring 100A. OWNER or OWNER's consultant will probe 3'-5' below bottom of trench CD I CT\ in vicinity of borings to evaluate extent of peat layer and determine if remedial measures are necessary . 6. Authorized remedial measures not covered by contract unit prices paid for under provisions of Article II in General Conditions. II F. If refuse material from former landfill is encountered in Mesquakie Park, excavated material shall be I removed from site for disposal in approved landfill. Seal exposed face of refuse material left in I place with 2' minimum thick layer of compacted impervious backfill. G. .Excavate by hand: -I. Under tree roots 3" and larger. I .2. Under and around structures and utilities. 3.05 lOW A RIVER CROSSING I .. A. Work shall be performed during July.. September or December - February when river tlows are usually low. All coffer dam material shall be removed from river channel during months of October, November, and March through June. . B. Corps of Engineers' operation of upstream Coralville Dam affects flow rates in Iowa River. Outflow rates will be in accordance with Corps of Engineers Operations Plan throughout I construction period. CONTRACTOR shall establish communications with Corps of Engineers personnel to maximize available information relative to upcoming outflow rates and resulting river stages. C. No more than 50% plus an additional 15' of river channel width may be obstructed at any time . during construction. I . 13474 OJ TRENCHING BAC.KFILLlNG AND COMPACTING . wp956 SECTION 02221 - Page 9 D. All construction methods and facilities must be acceptable to Corps of Engineers. Comply with all permit requirements of Corps of Engineers and Iowa Department of Natural Resources. All work I activities within channel must be coordinated with Water Control Section of Corps of Engineers, Mr. William Koellner, telephone 309n94-5272. Iowa DNR Conservation Officer, Susan Hager, must also be notified prior to construction at telephone 319/330-9710. . E. At CONTRACTOR's option, pipe installation may be completed underwater by subaqueous methods or in dry by dewatered methods. . F. Subaqueous construction methods shall include: 1. Upstream dilce, wall, or other flow diversion method to prevent river flow from passing through areas of trenching, placement of bedding, pipe laying, and pipe backfilling. Submit final plan I to Corps of Engineers for approval at least 30 days prior to starting construction operations. 2. Reliable and verifiable methods of placement of bedding and pipe laying to assure installation to alignment and grade shown. 3. Joint types and assembly methods which assure joints are pulled home and free of sand or I bedding material. G. Dewatered construction methods shall comply with following criteria: I 1. Cofferdams and other protective walls shall be constructed of clean earth, sheet piling, or combination of each. 2. Cofferdams shall provide adequate space to properly excavate to required grade, install piping, and place backfill. . 3. Cofferdam design shall provide required strength and impermeability to safely and adequately allow for excavation and dewatering operation. 4. Cofferdam material shall be completely removed from channel after completion of construction. I 5. Final design plan for cofferdams shall be submitted to Corps of Engineers for approval at least 30 days prior to starting construction operations. H. Provide silt fences, silt blankets, or other means as required to minimize siltation from construction I activities. <D CD I. Fine grained soils removed during trenching or used for coffer dams shall be di5l!!lsed au, of ~er . and only granular soils may be used for backfilling below Elevation 625'. i; ~ g;, ~ 3.06 EXCAVATION FOR APPURTENANCES n-< - r ....-Ie-:> UTI -<:r = I A. Excavate as required for appurtenances. . rn ~ a 0:::0 'P. :E?C B. Carry e~cavation to firm, undisturbed soil. )> c.n (1'\ . C. Unauthorized excavation carried below required depth: Backfill with concrete at no expense to OWNER. I : 3.07 EROSION CONTROL .. .. . , A. CONTRACTOR shall disturb a minimum area during construction, shall pile excavated material in a . manner as to minimize erosion of material, shall promptly restore surfaces to prevent erosion, and shall remove excess excavated material and debris and dispose of these materials in an acceptable manner to prevent erosion and sedimentation. CONTRACTOR shall employ erosion control I measurllS and surface restoration procedures, as appropriate, in borrow and waSte disposal areas. B. Take care to minimize soil erosion during and after construction. . C. Take measures necessary to prevent sediment from entering storm sewer inlets, surface drainage courses, and prevent sediment from being washed onto adjacent areas. I TRENC.HING BAC.KFII.L1NG AND COMPACTING 1347401 . Page 10 - SECTION 02221 wp956 D. Implement erosion and sediment controls included in Storm Water Pollution Prevention Plan. . Controls shall be constructed, installed, operated, inspected, and maintained throughout construction period. I 3.08 TUNNELING, AUGERING, AND JACKING A. Use for pipes where shown on Drawings and as allowed for utility crossings to minimize damage to . existing utilities. Once started, provide continuous work on each crossing to minimize duration of disruption to normal public use of affected area. B. Use augering, drilling, jacking, or open mining. I C. If mining is used, furnish and install necessary supports to protect against collapse. I D. Jacking of interceptor sewer: 1. Use ASTM C76, Class IV, Wall C pipe. 2. Equip leading edge with cutter or shoe. . 3. Provide grout holes with threaded connections in RCP jacked in place; pressure grout to fill voids between RCP and adjacent earth. Submit proposed pressure grouting procedure for review prior to beginning jacking operations. I E. Bore or clean out pipe or casing as augering or jacking proceeds. Methods used shall prevent collapse of overburden or formation of voids around pipe. Installation of casing pipe through pre- bored hole after augering is complete not permitted. Removal of material from bored hole by I washing, jetting, or Sluicing not permitted. Use care to prevent damage to pipe liner. Repair damaged liner. F. Carefully maintain vertical and horizontal alignment. Conform to maximum misalignment I limitations specified in Section 02721. G. When casing is used, completely fill void between casing and pipe with clean sand or pea gravel. I 3.09 SHEETING, SHORING AND BRACING A. . Construct sheeting, shoring and bracing where shown on Drawings and where required to hold walls . of excavation to protect existing utilities, trees, structures, and other similar features and to provide protection of employees. I B. Design of sheeting, shoring and bracing shall be responsibility of CONTRACTOR and shall comply with OSHA requirements. C. Sheeting which may be removed, in opinion of ENGINEER, without endangering utilities or . - struc.w:es shall be considered incidental and shall not be paid for. Cl ' .. ~:s: I o IE SQe.eting and shoring, the removal of which, in opinion of ENGINEER, might cause damage to ~ ;a pi~tilities or structures shall be left in place and will be paid for in accordance with Section .'-' 01, d = >-u . r:;;.: Em When$ovable trench shield is used below center line of pipe, it shall be lifted prior to any forward ~ m6Ve8ent to avoid pipe displacement, unless moved by rearward thrusting jacks. co I 3.10 DEWATERING (OTHER THAN IOWA RIVER CROSSING) A. Execute Work in the dry. B. Provide equipment for handling water encountered. . I - - .-- I 1347401 TRENC.HING BACKFILLING AND C.OMPAC.TlNG wp956 SECTION 02221 - Page 11 . C. Do not lay pipe or pour concrete on excessively wet soil. I D. Prevent surface water from flowing into excavation; promptly remove any water accumulated. E. Divert stream flow and/or sewage away from areas of construction. IF. Do not discharge water pumped from excavations to existing sanitary sewers. Discharge shall be directed to natural drainage courses in manner to prevent erosion or ponding. Special exception to requirement shall be provided for water discharged from dewatering operations in Mesquakie Park I (former landfill). Groundwater may be contaminated with leachate and shall be discharged to Napoleon Park Pump Station. CONTRACTOR shall schedule construction of this segment of project to follow completion of downstream sewer segment to allow for temporary use of completed I Iowa River crossing. G. Methods used shall not lower groundwater level at any location more than 8' below invert of sewer. Provide, at no additional cost to OWNER, temporary potable water supply to private properties . served by private wells that go dry as result of dewatering operations. Methods used shall not cause settlement or damage to adjacent property. . H. At CONTRACTOR's option and no extra cost to OWNER, 6" layer of clean gravel or crushed rock may be used in interceptor sewer trench bottom instead of pipe bedding to aid dewatering. 3.11 SIDEWALK AND PAVEMENT REMOVAL . A. Where small portions of existing streets are removed, measure and record exact dimensions and elevations before pavement removal. Streets and curbs shall be rebuilt to same widths and elevations I as existed prior to construction. B. Where large portions of existing streets are removed, replace using elevation information shown on Drawings. ; , I C. Remove pavement, sidewalk, or curb and gutter to minimum of I '-0" from trench. No ~~dercutting will be permitted. = . . D. Cut vertically and horizontally; remove on straight lines approximately parallel 9r perpe:;licular to center line of pavement. , IE. Concrete pavement: ' I. Cut with concrete saw; minimum vertical cut full depth. 2. Concrete shall be removed to nearest longitudinal joint and a minimum of half the panel . between transverse joints. Only full or half panels may be removed. Full panels sii@ be removed if portion to remain is cracked or settled. C; ...., <=?;\ :;En rrl u u I F. Sidewalk: Remove to nearest joint beyond minimum distance of I '-0" from edg~G!en:. Ii" G. Asphalt pavement: Cut edges neatly, minimum vertical cut full depth. :2~ :>:>> \FiliI .. 1'"'fi :z -::0 OJ . H. Seal coat or gravel surfaces: Remove with excavating machine. ~;:;::: 'P. )> en I. Dispose of waste material in disposal area obtained by CONTRACTOR and approved by (7\ . ENGINEER. 3.12 SIDEWALK AND PAVEMENT REPLACEMENT . A. Concrete sidewalks: 1. Thickness: 4", except use 6" across driveways. 2. Width and finish to match existing sidewalks. However, sidewalk width shall not be reduced to I less than 4'. TRENC.HING BACKFILLTNG AND COMPACTING 1347401 I Page 12 - SECTION 02221 wp956 3. Expansion joints: Use joint material at intervals not exceeding 100' at property lines, next to . curb ramps, at junction with existing Work, and along adjacent curbs. 4. Finish: Provide edge and joint tooling and finish to match existing. I' 5. Place topsoil adjacent to sidewalk and curbs within 3 days after stripping forms. B. Curb and gutter: 1. Cross section and finish to match existing Work. I 2. Expansion joints: Use joint material at intervals not exceeding 50' and at junction with existing Work. C. Concrete streets and drives: . 1. Base: 6" crushed rock compacted to 95% maximum density as determined by ASTM D1557; meet gradation as specified. 2. lOOT Type BT-3 joint for longitudinal joints and lOOT Type RT joint for transverse joints I shall be used to joint existing concrete. 3. Place new concrete using lOOT M-3 mix. 4. Minimum pavement thickness: . a. Street: S". b. Drive 7". 5. Joints shall be sawn and sealed according to lOOT Detail RH-51. I 6. Finish: Match existing pavement. D. Asphalt streets, drives, and sidewalks: I. Subbase course: . a. Streets with concrete base: 6" crushed stone. b. Streets with existing gravel or crushed rock base: Place base on trench backfill or existing subgrade. c. Compact to 95% maximum density as determined by ASTM DI557. I _2. Base course: o a~ Streets with concrete base: Construct concrete base of same thickness as was removed o 23 ;;;:0 using M-3 mix. lOOT Type BT-3 joint for longitudinal joints and lOOT Type RT joint for I ~ " n ::c u.l ~ transverse joints shall be used to joint base to existing concrete. Concrete base shall be c.bJ .." d f- flush with existing concrete. d = >bC:;Streets, drives, or sidewalks with existing gravel or crushed rock base: Use 6" thick . = co !::<(crushed stone. \:db. u..l <'c~Compact to 95% maximum density as determined by ASTM D1557. ~. ~e coat: 0.1 gallonlsq yd on concrete base or 0.4 gallonlsq yd on gravel or crushed rock Ol base. Air temperature 550F minimum. I 4. Surface course: Hot-mix, equal in thickness to existing pavement; place and compact in layers not more than 2" thick. Minimum total thickness 3" . 5. Machine place surface course on clean and primed base; match existing surface grade. . '6. Repair scars in existing asphalt surface resulting from construction operations. E: Seal cOat, crushed stone streets, or drives: . - 1. Compacted 6" thickness of crushed stone. I : 2. S!lal coat streets and drives: Work shall conform to Iowa Department of Transportation . Standard Specification Section 2307. Grade portion of surface disturbed; apply one coat of asphaltic binder CRS-2P at rate of 0.3 gallonlsq yd; cover immediately with 3/S" gravel or . crushed stone Gradation 21 at rate of 25 Ib/sq yd. 3. Roll wearing course to finish grade. Time lapse betWeen binder application and rolling should not exceed 30 minutes. 4. Dust abatement for crushed stone base and seal coat streets. . a. Provide dust abatement measures during construction until resurfacing is completed. b. Provide one of the following measures: I) Apply emulsified asphalt at minimum rate of 0.25 gallonl sq yd. . 2) Apply calcium chloride at rate of 1.35 Ib (anhydrous weight)/sq yd. Follow calcium chloride with an application of water at rate of 0.12 gallonlsq yd. I I 1347401 TRENC.HING BACKFJlJJNG AND COMPAC.TING I wp956 SECTION 02221 - Page 13 c. Furnish labor, equipment, and material required to provide designated dust abatement measures. I 5. For double seal coat surface, repeat procedure for single coat. F. Maintenance of surfaces: I 1. Pavement damage due to settlement of backfill: Repair for period of Bond. 2. Depressions more than 6" deep in aggregate surfaced areas: Fill to grade for period of Bond. 3.13 CONSTRUCTION ALONG OR ACROSS HIGHWAYS, STREETS, AIRPORTS, AND RAILROADS . A. Before commencing Work, comply with permits from authorized officials of: 1. Iowa Department of Transportation (IDOT). I 2. Johnson County Engineer. 3. CRANDIC Railroad. 4. Federal Aviation Administration (FAA). . B. Construction across highways and streets: 1. Use open cut except where tunneling, augering, or jacking is shown on Drawings. 2. Provide warning lights, barricades, and flaggers as required to protect Work and traffic. I 3. Maintain traffic as follows and use methods as approved by specific agency. a. Highways I and 921: No interruption. .. b. Benton Street: No interruption. c. Riverside Drive: Street closing for a maximum of 7 consecutive days is allowed for open . excavation for installation of interceptor sewer. d. Dane Road: Road closing for maximum of 7 consecutive days is allowed for open excavation and temporary surface restoration. Temporary surface restoration shall be I considered incidental and will not be paid separately. Street closing for maximum of 2 consecutive days is allowed for restoration of permanent surface if completed at different time from sewer installation. Work shall be completed between June 15, 1998 and August I 15, 1998. 4. Traffic control for construction of interceptor along Riverside Drive and crossings of Highways I and 921 and Dane Road are shown on Drawings. Traffic control plans for other construction shall be developed by CONTRACTOR for submittal to and approval by ENGINEER. . C. Construl:tion across railroad: 1. Maintain traffic unless specifically permitted otherwise. . 2. Provide warning lights, signals, flaggers, or other precautionary measures as required to protect Work and traffic. 3. Use method approved by railroad. 4. Officials of railroad shall have right to inspect and regulate Work. . D. Construction on airport property: 1. Provide representative for airport safety as specified in Section 01005. U) CD I 2. Construction access shall be from existing field access gates shown on Dra~s; )rocess ~nts are ',from east off Highway 921 and from west off Dane Road. l>~ g =.' 3. Comply with safety and procedural requirements of airport manager. n~ = F -10 rn . 3.14 PIPE BEDDING ;<. =-u _1'Tl ::ll: 0 A. Bedding for rigid sewer pipe 36" diameter and smaller: ~~ 'P. . 1. Class B bedding: Depth of bedding material as shown on Detail CS-IO. l> c.n 2. Provide bell holes at each pipe joint; allow access completely around circumference <g? pipe for proper jointing operations. 3. Trench bottoms carried below required grade: Backfill to proper elevation with bedding . matl~rial at no additional expense to OWNER. 4. Shape pipe bedding with template before placing pipe for pipe sizes greater than 24" diameter. Minimum depth of shaping to be 10% of outside pipe diameter. I 5. Place in layers not to exceed 12" and compact by hand held tamping device. TRENCHING BACKFILLING AND COMPACTING 1347401 . Page 14 - SECTION 02221 wp9S6 6. Force bedding under edge of pipe by slicing with shovel. . B. Bedding for 42" diameter and larger interceptor sewer pipe: I 1. Install as shown on Detail CS-30. 2. Refer to plan and profile Drawings to determine locations for Type I and Type 2 requirements. 3. Compaction of middle-third of bedding with mechanical compactors not permitted. 4. Check grade of bedding at quarter points of each pipe length prior to setting pipe. . C. Bedding for flexible sewer pipe (plastic/concrete composite sewer pipe): 1. Type n bedding: Thickness as shown on Detail CS,24. . 2. Provide bell holes at each pipe joint; allow access completely around circumference of pipe for proper jointing operations. 3. Trench bottom carried below required grade; backfill to proper elevation with bedding material I at no additional expense to OWNER. 4. Compact bedding to 85% maximum density as determined by ASTM D698 and carefully level to provide uniform bearing for full length of pipe. D. Bedding and trench bottom for pressure pipe: . .J.. Conform to Detail CS-25. ~. Mitlimum thickness of 2" of finely divided, loose material left in trench bottom shall be hand I ~ 2) i:W~ed with a sbovel to provide uniform bearing and support for full length of pipe. If trench Il",-,~ ::J: tbOttpm material is not suitable for hand working to uniform bearing surface, provide 4" thick <<t (I,~r of pipe bedding consisting of sand or gravel as specified. d 2. ~id~ b.ell. holes at ~ch pipe joint; allow access completely around circumference of pipe for . = ,.pr;,oper Jomtmg operations. C&- 6. ~re trench is in rock, place 6" minimum depth of pipe bedding consisting of sand or gravel ~ as.]pecified. I en E. Bedding and trench bottom for ductile iron gravity sewer pipe: See bedding for rigid pipe for Class B. 3.15 BACKFILLING TRENCHES . A. Backfill trench immediately after ENGINEER has recorded location of connections and appurte- . nances. B. Limit amount of trench open at one time to minimum. . C. Pull wood sheeting, to be removed, ahead of backfilling to prevent formation of voids. Steel sheeting may be pulled after backfilling. D. Carefully placed backfill for rigid sewer pipe 36" diameter and smaller, pressure pipe, and ductile .' . iron gravity sewer pipe. . I. Pressure pipe: Place type of material and compact in 6" layers to depths shown on Detail CS- II .25 for pressure pipe. - : 2. Rigid sewer pipe: Place type of material and compact to depths shown on Detail CS-IO. I 3. Ductile iron gravity sewer pipe: Place type of material and compact to depths shown on Detail CS,10. . I ,4. For rigid sewer pipe and ductile iron gravity sewer pipe, cohesive soils shall be placed and compacted in layers not exceeding 12" loose thickness. 5. Backfill shall be carefully placed with clamshell bucket or other similar means. Pushing . material over edge of trench will not be permitted. 6. Material shall be hand worked to completely fill all voids around pipe. 7. Backfill simultaneously on both sides of pipe to prevent displacement. E. Haunching and initial backfill for flexible sewer pipe: . 1. Place type of material and compact to depths shown on Detail CS-24. I . 13474 01 TRENC.HING BACKFILLING AND COMPAC.TlNG . wp956 SECTION 02221 - Page 15 2. Haunching material shall be placed in one layer; initial backfill shall be placed in two layers, oml to top of pipe and one to 12" above pipe. I 3. Backfill shall be carefully placed with clamshell bucket or other similar means. Pushing material over edge of trench will not be permitted. 4. Haunching material shall be hand worked with special care to fill all voids around pipe and I provide adequate side support. 5. Bal:kfill and compact simultaneously on both sides of pipe to prevent displacement. F. Haunching for 42" diameter and larger interceptor sewer pipe: . 1. Place material and mechanically compact to depths shown on Detail CS-30. 2. Soils shall be placed and compacted in layers not exceeding 12" loose thickness. 3. Carefully place material with clamshell bucket or other similar means. Pushing material over I edge of trench is not permitted. 4. Haunching material shall be hand worked with special care to fill voids under pipe and provide adequate side support. I G. Remaining backfill (for all types of pipe): 1. Trenches beneath or closer than 5' to paved streets and drives, sidewalks, curb and gutter, seal coat streets, or gravel surfaced streets and drives: Mechanically compact to 95% maximum I density as determined by ASTM D698. Prepare upper portion of trench for surface restoration or pavement replacement. 2. Trenches more than 5' from sidewalks, streets, drives, or curb and gutter: ,Backfill in layers not to exceed 12" and consolidate by mechanical compaction to 85% as determined by ASTM I D698; fill upper portion of trench with topsoil and prepare for surface restoration; notify ENGINEER before mounding over trench or leveling off. Subsequent settlement: Refill, compact, and level. I 3. Well,broken excavated rock less than 12" maximum dimension may be placed in backfill from 2' over top of pipe to within 2' of top of trench. H. New pipe below existing water, sewer, or gas main: Backfill under existing water, sewer, or gas . main wilth select backfill; mechanically compact to 95% maximum density as determine<JI.J1 ASTM D698; hmgth of backfill at elevation of existing utility shall extend 5' each side q!5existiRgJutiJil):. =E C""> f'T\ e::fU . 3.16 BACKFILL FOR MANHOLES, APPURTENANCES AND STRUCTURES )>=4 ~ = s?,-< - F A. Notify ENGINEER prior to backfilling. ....-\(") M -<r .". tt" . rn ::n: OJ . B. Backfill and compact as required for adjacent trench. -;:0 'P. 0_ ::;E"";';'" )> c.n C. Backfill simultaneously on all sides; proteL't any waterproofing from damage. .Ut '. . ( . .. D. Carefully place backfill material to minimum of I' above highest pipe entering nianhole ~r.structure. . - I 3.17 GROUNDWATER BARRIER - - -. A. Location: Former landfill site in Mesquakie Park where shown on Drawings. , . B. Continuity of trench backfill material shall be interrupted by low permeability groundwater barrier to impede passage of groundwater along backfilled trench. . . C. Barrier shall be constructed of borrow clay material compacted to 95 % maximum density as determined by ASTM D698. D. Barrier shall be minimum of 4' wide and shall extend for full trench width and depth to undisturbed . soil. . ------ TRENC.HING BAC.KFILLING AND C.OMPACTING 13474 01 . Page 16 - SECTION 02221 wp956 3.18 CLEANUP . A. Clean up each portion of construction as it is completed. I B. Cleanup operations shall be kept within 500' of construction operations. C. Clean up and remove rubbish, debris, and surplus material. . D. Leave site in neat condition. E. Reopen to traffic as soon as practicable. . END OF SECTION I) G. J. Fink I 2) C. L. Meyer . ,: I II . I , . . - - , - '...l- . 0 4: 0 2> ::<:$: I a::Cl ::r: w-: 1\!LlI .." .....1>- wI- d - >-u I - = !::<( l'J!,. 0:> u..I u3= u- 0 co I CT\ . I I . 13474 01 PLASTIC. FILTER FABRIC wp956 SECTION 02271 ' Page I . PART 1 GENERAL I 1.01 SECTION INCLUDES A. Site preparation. . B. Plastic f1lter fabric. C. Material testing. . 1.02 RELATED SECTIONS \.0 - co I A. Section 01300 - Submittals. c:> ..., ~ ::En ~ )>=1 = B. Section 02110 - Site Clearing. n-<: - II - I C. Section 02274 - Riprap. -10 m :<~ ? ::it 0 0:::0 ..p, 1.03 SUBMITTALS ~~ )> c.n I A. Submit mill certificate or affidavit attesting fabric furnished meets chemical, physical, anf' manufacturing requirements specified. I B. Submit one sample (8" x II") of each type of fabric being furnished. C. Submit manufacturer's recommended procedures for handling, storage, installation, and seam I joining. 1.04 DELIVERY, HANDLING, AND STORAGE . A. During shipment, handling, and storage, plastic filter fabric shall be protected from direct sunlight, ultraviolet rays, temperatures greater than 140oF, mud, dirt, dust, and debris. II B. To maJI;mum extent possible, fabric shall be maintained wrapped in heavy-duty protective covering. PART 2 PRODUCTS . 2.01 MATERIALS A. Plastic filter fabric: Pervious sheet of woven long chain synthetic polymer filaments (yarn) of I polypropylene monofilament yarns. B. Materil~ shall exhibit the following physical properties: I Test - Prooertv Unit Method Value . . , Mullen Burst min. psi ASTM 03786 - 480' . ' Grab Tensile min. lb ASTM D4632 370 I ,- Grab Elonl!ation min. % ASTM D4632 15 AOS sieve size ASTM DI682 , 70 . 0, Puncture Stten01h min. lb ASTM D4833 135 . I I PLASTIC FILTER FABRIC. 13474 01 0 Page 2 - SECTION 02271 wp956 I Test Pro ert Unit Method Value IJ Geotextile Abrasion warp. dir~tion Ib ASTM D4886 530 , If C. Manufacturer and type: Amoco Fabrics and Fibers "Style 1199", or equal. I D. Material shall contain stabilizers and inhibitors to make filament resistant to ultraviolet and heat I deterioration. I I E. Fabric shall be manufactured so yarns will retain their relative position with respect to each other. IJ F. 'Edges shall be finished to prevent outer yam from pulling away from fabric. I . 2.02 SEAMS - , A. ' Sew seams of fabric with thread of material meeting chemical requirements specified for plastic It yam, or bond by cementing or by heat. B. Sheets of filter fabric shall be attached at factory or another approved location to form sections not less than 15' wide. , I C. Test seams in accordance with ASTM DI683, using 1" square jaws and 12" per minute constant rate I traverse. Strengths shall be not less than 90% of required tensile strength specified, or of unaged , fabric in any principal direction. I 2.03 SECURING PINS , , A. Material: Steel, 3/16" diameter, pointed at one end and fabricated with head to retain steel washer I having outside diameter of not less than 1.5". B. Length: Not less than 12". I PART 3 EXECUTION 3.01 SITE PREPARATION If A. Prior to installation of fabric, application surface shall be cleared of debris, sharp objects, tree roots, I and stumps. B. Prepare surface to receive fabric to relatively smooth condition free of obstructions, depressions, debris, and soft or low density pockets of material. ' I Q:; Wh~acks or ruts in excess of 3" in depth shall be graded smooth or otherwise filled with soil to C 9 p~l~ reasonably smooth surface. I ... :c W . 3.M INSTA1:;i,.>aTION d - u = A:-PliceJ!lastic filter fabric in manner and at locations shown on Drawings. I rbO:>-~ _ w w3: B.:::;At theme of installation, fabric shall be rejected if it has defects, rips, holes, flaws, deterioration, CT\Or damage incurred during manufacture, transportation, or storage. . . . 13474 01 PLASTIC. FILTER FABRIC wp9S6 SECTION 02271 ' Page 3 . C. Place fabric with long dimension parallel to top of embankment and lay smooth and free of tension, stress, folds, wrinkles, or creases. Strips shall be placed to provide minimum width of 18" of . overlap or 4" for sewn joints. If sewn, fabric shall be stitched at rate of 4 stitches per inch, with nylon thread of at least 100 lb breaking strength. I D. Insert securing pins with washers through both strips of overlapped fabric at not greater than 3' intervals along a line through midpoint of overlap. Additional pins, regardless of location, shall be installed as necessary to prevent any slippage of filter fabric. . E. Place fabric so upstream strip of fabric will overlap downstream strip. F. Protect fabric at all times during construction from contamination by surface runoff, and any fabric I so contaminated shall be removed and replaced with uncontaminated fabric. G. Place material on fabric in such manner as to prevent tearing or shoving of cloth. Dumping of material directly on fabric will only be permitted to establish an initial working platform. No I vehicles or construction equipment shall be allowed on fabric prior to placement of granular blanket. H. Unless otherwise specified, granular material shall be placed to full required thickness and I compacted to satisfaction of ENGINEER before any loaded trucks are allowed on blanlcet. I. Any damage to fabric during its installation or during placement of granular material shall be I replaced by CONTRACTOR at no cost to OWNER. J. Torn fabric may be patched in-place by placing piece of same fabric over tear. Dimensions of shall be at Ie/1St 2' larger than largest dimension oftear, and it shall be pinned to prevent granular I material from causing lap separation. K. Work shall be scheduled so that covering of fabric with layer of specified material is accomplished . within 7 days after placement of fabric. Failure to comply shall require replacement of fabric. END OF SECTION . I) G. J. Fink 2) C. L. Meyer u:> co 0 ..., . :en fT'J b"il )>=1 c:J = n-<. - F - -I" I -<. :::>> fill :"1"'1 :It C 0:::0 '!? :iE~ )> Ul I 0"\ . . . . . 13474 01 GARJONS . wp956 SECTION 02273 - Page I PART 1 GENERAL I 1.01 SECTION INCLUDES A. Furnish. and install rock-filled wire mesh baskets or containers known as gabions. . 1.02 SUBMIIT ALS . A. Complete fabrication details, specifications, certified test reports or certificate of compliance with specifications for gab ion materials. I B. Drawings for assembly in the field. <.0 co PART 2 PRODUCTS c:> -., .....i\ :En fT1 I )>:::j 'CO 2.01 MATERIALS <== n-< - F - ....-In m A. Wire mesh fabric: Fed Spec QQ,W-461H, galvanized carbon steel. -<, "'" I . fT1 ::a: 0 Ci::u 'P. B. Fastener clips: ASTM A313, stainless steel wire. :e?' :Po U1 (7\ . 2.02 GABION BASKETS I A. Fabricate in such manner that sides, ends, lid, and diaphragms can be assembled on site into rectanglllar baskets of sizes as recommended by manufacturer for intended application. B. Single unit construction; base, lid, ends, and sides shall be either woven into single unit or one edge . of members connected to base section of gab ion in such manner that strength and flexibility at connecting point is at least equal to that of mesh. Where length of gab ion exceeds 1-1/2 horizontal . width, g:abion shall be divided by diaphragms of same mesh and gage as body of gabions, into cells whose IIIDgth does not exceed horizontal width. C. Furnisht:d with necessary diaphragms secured in proper position on base in such manner that no . additional tying is required at juncture. Wire mesh shall be fabricated in such manner as to be nonraveling. This is defined as ability to resist pulling apart at any of twists or connections forming mesh when single wire strand in section of mesh is cut. . 2.03 ROCK FILL MATERIALS I A. Rock fill materials quality requirements shall be in accordance with Section 02274. B. Gradation: Conform to mOT Section 4130.05 Erosion Stone Gradation No. 34.~ - . C. Grade T(lcks or stones in size to produce reasonably dense mass. - -. . , -- I 2.04 FABRICATION - A. Basket units shall be of nonraveling construction and fabricated from double-twisted hexagonal mesh . of galvanized steel wire. Galvanized wire shall have diameter of 0.106". Wire used in ,fabrication . GABIONS 13474 01 . Page 2 - SECTION 02273 wp956 of gab ion shall have soft tensile strength with Finish 5 Class 3 zinc coating of not less than 0.80 . ozlff of uncoated wire surface. B. Mesh openings: 3-1/4" x 4-112" approximately. . C. Selvedge and reinforcing wire: Galvanized wire 0.13" in diameter. . D. Lacing and connecting wire: Galvanized wire 0.09" in diameter. E. Locking wire fastener clips with twisted hook ends may be used in place of lacing wire. Fastener . clips when closed and locked shall have minimum tensile pull strength of 650 lb. PART 3 EXECUTION I 3.01 PREPARATION A. Founda;ion areas for gabions shall be excavated and backfilled to the slopes, lines and grades I : shown.: Geotextile fabric shall be placed under the gabion. I 3.02 ASSEMBLY AND INSTALLATION A. Assemble and install in accordance with manufacturer's recommendations. I B. Empty gabion units shall be assembled individually and placed on the prepared surface to lines and grades indicated on Drawings. I C. Sides, ends, and diaphragms shall be erected in such manner as to ensure correct position of all creases and that tops of all sides are uniform. . D. Adjoining gabion units shall be connected by tie wire lacing along perimeter of contact surfaces to ohtain monolithic structure. Lacing of adjoining basket units shall be accomplished by continuous . stitching with alternating single and double loops, in accordance with manufacturer's recommenda- tions, spaced at intervals of not more than 6". Lacing wire terminals shall be securely fastened. E. Locking wire fastener clips may be used in place of tie wire lacing and shall be spaced at interval of . not more than 6" for all connections, including internal diaphragm to basket connection. Fastener clips used for assembly of gabion units shall only be attached when basket units are empty. . F. After adjoining empty basket units are set to desired lines and grades and common sides with adjacent units thoroughly laced, stretch to remove any major kinks from mesh and form uniform I _ alignment. Stretching shall be accomplished to prevent any possible unraveling. o ~ ~ ~ G5 At,~lar channel configurations, do not cut gabion wire mesh; fold gabion wire mesh to desired . MJ ::c shap,e.. U'u .." -'lr UI- 3",0, 3 RI:X:K~FIU.. I = r- t1b Att!Roca~ling operations shall carefully proceed with placement by hand or machine to assure g:: minimum of voids between stones and maintenance of alignment throughout filling process. . Undue bulging of mesh shall be avoided. . - - ---- . 13474.01 GABIONS I wp956 SECTION 02273 ' Page 3 B. Basket units in row shall be filled in stages consisting of maximum 10" courses, and at no time shall I cell be filled to depth exceeding 12" more than adjoining cell. Maximum height from which stone may be dropped into basket units shall be 3' . . C. Along exposed faces, outer 4" layer of stone shall be carefully placed and arranged by hand to ensure neat and compact appearance. In 4" outer layer, hand remove 3" stone and place at bottom of empty gab ion. Last layer of stone shall be leveled with top of gab ion to allow for proper closing . of lid and to provide even surface that is uniform in appearance. Stones used on exposed faces shall bave no dimension smaller than mesh opening size. I D. Lids shall be stretched tight over stone f1ll using crowbars or lid closing tools, until lid meets perimeter edges of front and end panel. Lid shall be tightly laced with tie wire along all edges, ends, and internal cell diaphragms by continuous stitching with alternating single and double loops, I in accordance with manufacturer's recommendations, spaced at intervals of not more than 6". Special attention shall be given to assure that all projections or wire ends are turned into baskets. Locking wire fastener clips spaced at intervals of not more than 6" along all edge, end, and internal . cell diaphragm connections may be used as an option. 3.04 PROTECTION OF WORK I A. No tracked or wheeled vehicles nor any heavy equipment shall travel over or on completed gabion. I END OF SECTION I) G. J. Finlc I 2) C. L. Meyer <0 I co 0 ." =En ,.." iiU l>:::j co ~-< - = . - F -In :<. = rn _fT'I :ll: 0::0 U) OJ I ::;;:;::;: .. ):;0- m 0"> I . I . I I 1347401 RIPRAP I wp9S6 SECTION 02274 - Page I PARTl GENERAL . 1.01 SECTION INCLUDES A. Material testing. . B. Riprap bedding layer. C. Riprap . I 1.02 RELATED SECTIONS I A. Section 02271 - Plastic Filter Fabric. 1.03 SUBMI1T ALS I A. Material test reports on abrasion, soundness, and specific gravity characteristic of bedding and riprap. Test reports conducted on materials from same ledge in same quarry within previous 10 years are acceptable. . B. Gradation test report on riprap bedding material. PART 2 PRODUCTS . 2.01 R1PRAP BEDDING LAYER . A. Use well-graded crushed stone or gravel. B. Gradation: Well-graded with 6-1/2" maximum, 2,1/2" average, and not more than 5% passing No. I 16 sieve. C. Percent of loss shall not exceed: I 1. AASHTO T96: 45%. w 2. AASHTO TI04: 20% (5-cycle of sodium sulfate solution). 0 co .." ::::n rTl ~ D. Specific gravity: 2.50 minimum (ASTM CI27). l>- co -; = I n-< - - F -'tn 2.02 R1PRAP ::<. :>=> rn -'" =r . 0::0 'B 0 A. Use sound and durable broken limestone, dolomite, or quartzite. :lEA l> U1 a'> B. Gradation: Conform to mOT Section 4130.04, Class D or Class E. I C. Percent of loss shall not exceed: : 1. AASHT0T96: 50%. . 2. AASHTO n03: 10% after 25 cycles. . - D. Specific gravity: 2.50 minimum (ASTM CI27). - I . I RTPRAP 1347401 . Page 2 - SECTION 02274 wp956 PART 3 EXECUTION I 3.01 FOUNDATION PREPARATION . A. Trim and dress areas to receive riprap to shape and dimensions shown on Drawings; maximum tolerance shall be :l: 3' from theoretical grade. . Areas below minus tolerance shall be filled and compacted with excavated material. B. 3.02 RlPRAP BEDDING LAYER I A. Place after excavation and grading has been completed, filter fabric installed, and area has been I observed by ENGINEER. B. Start placing bedding material at bottom of slopes. I C. Use placement methods which prevent segregation and sloughing of materials. D. Any damage to foundation shall be repaired prior to proceeding with additional bedding placement. I E. Final section shall be reasonably uniform using hand placement where necessary. . 3.03 RlPRAP A. Place on top of layer of bedding material. . B. Start placing riprap at bottom of slope. C. Use methods to prevent segregation and sloughing of materials down slope, and produce reasonably I .well-graded mass of stone. D. 'Place to full course thickness at one operation and in such a manner as to avoid displacing bedding . .material. . . E. Larger stones shall be well distributed, and entire mass of stone shall conform approximately to gradation specified. Riprap shall be so placed and distributed that there will be no large accumul,ations of either larger or smaller sizes of stone. . F. Some roughness in surface is desirable to decrease velocity of water, but mass shall be fairly compact with all sizes of material placed in their proper proportions. Hand placing or rearranging . oof individual stones by mechanical equipment may be required to extent necessary to secure results CJspeciBea. .. "r':S: ~ 9 c:C) . R,JL~ ::r: w- END OF SECTION .." ..J:>= <":>1- 1}=J G.:I Fink:J . = ~-- 2!Jb C{g. ~~ ~ c:> CD - CT\ . I . 13474 01 SEWERAGE SYSTRMS wp956 SECTION 02721 - Page I I PART 1 GENERAL I 1.01 SECTION INCLUDES A. Reinforced concrete pipe (RCP); vitrified clay pipe (VCP); plastic/concrete composite sewer pipe; . ductile iron pipe (DIP); and polyvinyl chloride (PVC) pressure pipe. B. Service connections and markers. . C. Manholes and accessories. D. Inlets, catch basins and accessories. I E. Casing chocks. F. Existing manhole rehabilitation. I G. Temporary sewer plugs. I H. Connections to existing system, and between pipes of dissimilar materials. I. Concrete encasement. . J. New sewer or force main paralleling water main, or crossing water main. K. Relocation of water mains. I L. Repair of damaged water mains and services; sanitary and storm sewers; and sanitary service connections . I M. Waterproofing. \0 co N. Tests. 0 "'Tl I ::En ....., <yiJ :r>::j co 1.02 RELATED SECTIONS = n -< - - F A. Section 01300 - Submittals. ....-In f41l -<r ",. I =-,fT1 ::!:: 0 B. Section 02221 - Trenching, Backfilling, and Compacting. 0;::0 '!? :EA )> c.n I C. Section 03300 - Cast-in-Place Concrete. (7\ D. Section 06620 - Plastic Liner. I 1.03 SUBMITTALS A. Include manufacturer's catalog data for pipe, pipe joints, gaskets, frames, lids, and gratings. . r' B. Submit certificates from manufacturer evidencing compliance with standards listed herein for pipe, pipe joints, frames, lids, and gratings. , I C. Certification by nationally recognized, independent organization that components, materials, and treatment chemicals in contact with potable water conform to ANSI/NSF Standard 60 or: 61, as applicable. . , .. , I SEWERAGE SYSTEMS 13474 01 . ' Page 2 - SECTION 02721 wp956 1.04 QUALITY ASSURANCE I A. Reinforced concrete pipe (RCP): . I. Pipe materials and manufacture shall be tested in accordance with ASTM C76. ' 2. In addition to material and visual test requirements, 3 sections of 78" and 3 sections of 54" pipe I shall be tested by 3-edge bearing method. Load to produce 0.01" crack shall be determined on two unlined pipe sections of each pipe size and load to produce 0.01" crack and ultimate . strength of lined pipe shall be determined on third pipe section. If requested, additional 3-edge bearing tests of lined pipe shall be conducted to determine ultimate strength of pipe at no additional cost to OWNER. Total number of pipe tested, including initial tests, shall not exceed . 12 total pipe sections. No pipe sections used for 3-edge bearing tests shall be used on Project. 3. Certified copies of results of 3-edge bearing tests for all other pipe sizes on this Project conducted by pipe manufacturer after January, 1995, may be submitted instead of conducting 3c edge bearing tests on pipe manufactured specifically for this Contract. Pipe sizes for which I certified tests are not available shall have 3 sections tested as specified. Notify ENGINEER at least 24 hours prior to conducting 3-edge bearing tests. B. Components, materials, and treatment chemicals that come into contact with potable water shall be I certified for conformance to ANSIINSF Standard 60 or 61, as applicable. PART2 PRODUCTS . 2.01 REINFORCED CONCRETE PIPE (RCP) A. Location: . 1. Sanitary sewer and storm sewer, 12" and larger. 2. Optional for 72" sanitary sewer crossing Iowa River where shown on Drawings. B. Design and material: ASTM C76. Sizes larger than listed in ASTM C76 shall be designed using I same criteria as included in ASTM C76. Minimum thickness shall be Wall B. Cement shall be ASTM C150, Type II. Pipe 42" and larger in diameter shall be furnished in 12'-{)" minimum I lengths. C. Class: As shown on Drawings. If not shown, minimum strength shall be Class III. River crossing I pipe shl\ll be Class IV minimum. D. Ends: Tongue-and-groove or bell-and-spigot. 1. Pip~ 36" and smaller: Bell-and-spigot. I '.2' PiP: larger than 36": Tongue-and-groove. E. Fittings: Includes tees and mitered pipe. I I. Conform to requirements for reinforced concrete pipe in same location. 2. Fabrication: Shop-welded reinforcement. 3. Mitered fittings: a. Maximum angle of single mitered fitting: 450. I b. Miters in a bend shall be equal angles. c. Plastic-lined in accordance with requirements for pipe. g d. ...field-applied asphalt waterproofing on exterior of fabricated joints: Hydrocide 700 or 700B . V'~ manufactured by Sonneborn Building Products, Inc., or equal. C B c:C) ~J'. ~ni~gbPipe, tees, and mitered fittings 42" and larger shall be plastic,lined for 3600 circumference I d in accordtmce with Section 06620. Plastic lining not required for crossing Iowa River between = :siphon. structures. Pipe between siphon structures shall be lined with coal,tar epoxy with minimum p n rd!'Y firm-'thickness of 16 mils. ~ ~ (..)~ . <D - 0"\ . . 13474 01 SEWERAGE SYSTEMS wp956 SECTION 02721 - Page 3 I G. Rubber ring, gasket type, flexible joint: 1. Pipe smaller than 42" diameter: ASTM C443. I 2. Pipe 42" and larger: ASTM C361. H. Pipe markings: Pipe shall be marked with date of manufacture and ASTM class. If quadrant reinforcement is used, top shall be marked on outside of pipe. I I. Lift holes not allowed for concrete pipe. Provide grout holes for jacked pipe as specified in Section 02221. . J. Pipe manufacturing plant or key personnel shall meet following minimum qualifications: 1. Minimum of 5 years experience producing RCP in accordance with ASTM standards required for this Project. I 2. Produced at least 10,000' of RCP 60" or larger in accordance with ASTM standards required for this Project. 3. Produced at least 5,000' of plastic-lined pipe. I K. Pipe plant manufacturing pipe for this Project shall provide following: 1. Concrete batching and mixing facility located on site of pipe plant. . 2. Heated building for installing plastic liner and casting pipe during winter operation. 2.02 LOW-HEAD CONCRETE PRESSURE PIPE I A. Location: Optional for 72" sanitary sewer for crossing Iowa River between East and West Siphon structures. lB. Material: AWWA C302 with Type II cement. In addition, conform to following: 1. Joint lubricant: Vegetable base. 2. Joint sealant: Preformed butyl resin material of size and shape to completely fill joint spaces and provide barrier for steel end ring; "ConSeal CS-102" by Concrete Sealants, Inc., or equal. . 3. Steel joint coating: Steel end ring coating. a. Shop-applied zinc primer Tnemec "Tneme-Zinc", or equal. b. Field-applied "ConSeal CS-75" by Concrete Sealants, Inc., or equal. I 4. Joint wrap: Butyl resin laminated to polyolefin barrier, 12" wide x 1/10" thick, joint wrap to prevent backfill from entering joint, protect steel end rings, and minimize infiltration; "ConWrap CS-212" by Concrete Sealants, Inc., or equal. ._;g 5. Interior pipe lining: Coal-tar epoxy. Minimum dry film thickness shall be 16)mils OIIjconcrete I and 8 mils on steel joint ring. ~~ g ""dIl -J = C. Design criteria for pipe and fittings: ::;:; = rr= . 1. Total. external ~oad on pipe: 19,000 Ib/ft. =<~ ~ nll 2. Beddmg factor. 1.9. 0::0 \0 C 3. Safety factor: 1.5. ::E~ .. 4. Intt:rnal pressure: 10 psi. )> Ul . I 5. Dimensions: Except for fittings and closure pieces, each pipe shall be not less than 'i'2' long. 6. Joilllts shall have steel bell and spigot joint rings with O-ring rubber gaskets. 7. Fittings and bends shall be lined in accordance with requirements for pipe. r- . D. Pipe markings: Pipe shall be marked with date of manufacturer. '~_ IE. Material tests: Concrete and steel test in accordance with AWWA C302, Section 5.2.I:ahd 5;2.2 shall be submitted. _. F. Lift hol e not allowed. I I ' ~ . SEWERAGE SYSTEMS 13474 01 . Page 4 - SECTION 02721 wp956 G. Mechanical couplings: I 1. If used for field closure: Series 411 by Rockwell International, or equal. 2. Designed for use with low-head concrete pipe and shall provide minimum of 2' angular I deflection. 3. Coupling sleeve: Type 316 stainless steel and at least 10' in length. 4. Followers, bolts, and nuts: Type 316 stainless steel. 5. Gaskets: Specially compounded Grade 60 by Rockwell International, or equal. . 2.03 VITRIFIED CLAY PIPE (VCP) A. Location: Optional for sanitary sewer and sanitary service piping, 10" and smaller, except where . shown on Drawings. B. Material: Extra strength; ASTM C700. I C. Flexible compression joint: 1. Place jointing material on pipe at plant of manufacture. I 2. Joint materials: ASTM C425. D. CONTRACTOR may use following type joint at its option: I 1. Preformed PVC collar and molded urethane band instead of clay bell. 2. Type: Similar to "No-Bel" by RobinsonlStreator Division of Clow; PVC joint by Dickey Company, or equal. 3. Joint shall conform to ASTM C425. I 2.04 PLASTIC/CONCRETE COMPOSITE SEWER PIPE A. Location: Optional for sanitary sewer, 10" and smaller. I B. Pipe and fittings: ABS or PVC; conform to ASTM D2680. C. Joints: Elastomeric gasketed in accordance with ASTM D3212. Gaskets shall comply with . requirements in ASTM F477 and F913. 2.05 DUCTILE IRON PIPE (DI) I . A. ' Location: I 1. Optional for sanitary sewer 10" and smaller. .2. Where shown on Drawings for crossing Iowa River. , 3. Overflow of South Riverside Lift Station. ;4. Force main pipe at South Riverside Lift Station. . B. : Conform to A WW A CIS!. C. Wall thickness: I 1. 10' and smaller: Class 52. CD River crossing: Class 53, except optional ball joint pipe shall be Class 56. Cl ~ . t:P !Ei .~~ . ttlngsb "!Go ::t; 1i..WWA CliO, except AWWA CI53 be used for sizes 24" and smaller. ~ 7. Rat)!! working pressure: 250 psi minimum. I ~ - - ~E. J9in~~echanical or push-on in accordance with AWWA CIII, except river crossing pipe may be - ~I:loiiu; at CONTRACTOR's option. Provide flanged joint for connection to plug valve on c!Jverfl0'ii2 of South Riverside Lift Station. . 0'1 . I 1347401 SEWERAGE SYSTEMS I wp956 SECTION 02721 - Page 5 F. Pipe and fittings exterior coating: Asphaltic coating in accordance with A WW A C151. . G. Double thickness cement lining with asphaltic seal coat for pipe and fittings in accordance with AWWA CI04. . 2.06 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE A. Location: Optional for relocated water main 12" and smaller if required. . B. Material: AWWA C9OO. C. Class: Class 200, DR 14. I D. Joints shall be integral bell with elastomeric gaskets. E. Fittings shall be cast or ductile iron, furnished by pipe manufacturer and rated for 200 psi. I F. PVC pipe materials may not be used in areas where there is likelihood pipe will be exposed to significant concentrations of pollutants comprised of low-molecular weight petroleum products or . organic solvents or their vapors. G. Wire for location of plastic piping shall be No. 12 solid copper, THHN insulatiQ!! in yellow or I orange color. ~ (") 5;: 2.07 SERVICE CONNECTIONS ~~ fti ~ - - F AS' " b h d' -i(') I . ervlce tee: 4 ranc lameter. ;<r- "'" m _f"T"J :J: B. Risers: Conform to Detail CS,7. ~~ 'B 0 I )> Ul C. Optional pipe materials: Ductile iron as previously specified or solid wall ABS conforming to ASTM 02751. I 2.08 MANHOLES A. Manholes for lateral sanitary sewers: I 1. Reinforced concrete pipe; ASTM C76 Class II, Wall B, or ASTM C478. Mark date of manufacture. Lift holes that do not penetrate wall are permitted. 2. Ecl:entric top. 3. Joints: Rubber ring gasket, ASTM C443. I 4. Pipe blockouts at base shall be factory fabricated. 5. Separate floor slab or integral floor and wall riser section may be used. 6. Field-applied asphalt waterproofing: "Hyrocide 700 or 7ooB" as manufactured by Sonneborn I Building Products, Inc., or equal. 7. Set, Detail CS,2 on Drawings. B. Manhol e risers for interceptor sewers 48" and larger: . 1. Reinforced concrete pipe; ASTM C76 Class II, Wall B, or ASTM C478. Mark date of manufacture. Exterior lift holes that do not penetrate interior surface are permitted. 2. Flat top designed for H-20 traffic load. , I 3. Joints: Rubber ring gasket, ASTM C443. , 4. Preast platform with 24" diameter eccentric opening. . 5. Intllrior walls, top, and precast platform shall be PVC-Iined. 6. Field-applied asphalt waterproofing: "Hydrocide 700 or 7ooB" by Sonneborn Building Products . Inc., or equal. - I SEWERAGE SYSTEMS 1347401 I Page 6 - SECTION 02721 wp956 7. Pipe blockouts in wall for lateral sewer connections shall be factory fabricated. I 8. See Detail CS,31 on Drawings. C. Manhole for 42" interceptor sewers: I 1. Reinforced concrete pipe; ASTM C76 Class n, Wall B, or ASTM C478. Mark date of manufacture. Exterior lift holes that do not penetrate interior surface are permitted. I 2. Flat top designed for H-20 traffic load. 3. Joints: Rubber ring gasket, ASTM C443: 4. Interior walls and top shall be PVC-Iined. 5. Field-applied asphalt waterproofing: "Hydrocide 700 or 7ooB" by Sonneborn Building Products . Inc., or equal. 6. Pipe blockouts in wall for lateral sewer connections shall be factory fabricated. 7. See Detail CS-32 on Drawings. I 2.09 MANHOLE ACCESSORIES A. Manhole steps: I 1. Polypropylene encapsulating 1/2" steel rod. 2. Minimum dimensions: a. Embedment: 3". I b. Projection: 4" clear. c. Width: 10" . 3. Steps shall be free of sharp edges, have nonslip surface and have end lugs to prevent feet from slipping off step. . B. Standard frame and lid: 1. Gray cast iron or ductile iron; minimum clear opening: 22". . 2. Model: "Neenah" R-1670, "Deeter Foundry" 1270, or equal. 3: Minimum weight: 335 lb. 4. Lid: . Machined horizontal bearing surfaces, continuous gasket and concealed pickhole. 5. Lids in roadways shall be provided with nonrocking feature. . C. Watertight frame and lid: 1. Minimum clear opening; 22": "Neenah" R-1755-E, or equal. . a. Inner lid: Provide with neoprene gasket, bronze tightening bolt, machined bearing surfaces, and channel iron locking bar. b. Outer lid: Self-sealing type with continuous gasket and concealed pickhole. 2. Optional type: Deeter Foundry 1270,B. . a. Machined horizontal bearing surfaces, continuous gasket, and concealed pickholes. b. Bolt lid to frame with minimum of 4-3/8" stainless steel bolts. 3. Provide where shown or where manhole rim is below ground elevation. . D. Use flexible, watertight connection device between manhole wall and sewer pipe for lateral and interceptor sewer manholes. I 1. Conform to requirements of ASTM C923. 2. Previous test results conducted by independent testing laboratory within 5 years of bid date may be used. E. Manhole chimney seal: . <b Interior seal: 0 a. $equired for manholes in paved areas. 0 a !E <J.ubber sleeve: Extruded or molded from high-grade rubber compound conforming to I !t ~ 0 ::c w:-lPplicable requirements of ASTM C923. Sleeve shall be minimum 3/16" thick, double- ~ '"'" d~leated with minimum unexpanded width of 8" and shall be capable of expansion to 10" d - >- (3Nhen installed. Upper and lower contact surfaces shall have multiple, continuous sealing I = - ~ co !::: <!ins molded into sleeve. w ' ,::> ....... -- 0 co - I O"l . 13474 01 SEWERAGE SYSTEMS I wp956 SECTION 02721 - Page 7 c. Steel bands: Expandable, stainless steel conforming to ASTM A240, Type 304. Bands shall be 16-gage by 1-3/4" wide minimum. Screws, bolts, and nuts shall be stainless steel I conforming to ASTM F593 and F594, Type 304. d. Manufacturer: Cretex, Manhole Chimney Seal, or equal. 2. Exterior seal: . a. Required for manholes subject to surface water inundation. b. Rubber sleeve: Extruded or molded from high-grade rubber compound conforming to applicable requirements of ASTM C923. Sleeve shall be minimum 3/16" thick, double- pleated with minimum unexpanded width as required for installation and shall be capable of . 2" expansion when installed. Upper and lower contact surfaces shall have multiple, continuous sealing fins molded into sleeve. c. Steel bands: Expandable, stainless steel conforming to ASTM A240, Type 304. Bands I shall be 16-gage by 1,3/4" wide minimum. Screws, bolts, and nuts shall be stainless steel conforming to ASTM F593 and F594, Type 304. d. Manufacturer: Cretex, Manhole Chimney Seal, or equal. . 2.10 CASING CHOCKS A. Use casing chocks to aid installation and properly position sewer in casing pipe. I B. Casing chocks shall have following features: 1. Bolt-on shell made in two or more sections. 2. Plastic runners attached to shell to support sewer from bottom of casing and provide clearance I at top of casing. C. Materials: I 1. Sh.:Il, fasteners, and other metallic parts: Type 304 stainless steel. 2. Liner: Neoprene rubber. <D co 3. Runners: High-density polyethylene. 0 ..., <En ,." i7U I )>- c:o D. Casing chock width: 12". -l ==- ~-< - - F -lG E. Spacing: One near each sewer pipe bell. ::<r- ;:,. r~lJ il =-fTl =:: 0::0 'f? 0 2.11 WATER MAIN AND SERVICES RELOCATION AND REPAIR ACCESSORIES ::E;:!l; )> c.n A. Connections to existing mains: a-. I 1. Nonpressure locations: Cutting-in sleeves, Clow F,1220, or equal. 2. Pressure locations: Tapping split tees, Ford "Fast," Smith-Blair 662 or 663, or equal. I B. Water service accessories: 1. Corporation stops: McDonald No. 4701 or 4701B, or equal. 2. Curb stops: McDonald No. 6100, or equal. I 3. Selvice boxes complete with lid and plug: McDonald No. 5601 or No. 5603, or equal. 2.12 SEWER MAIN AND SERVICE CONNECTION REPAIR ACCESSORIES . A. Flexiblcl coupling: Clow "Band,Seal Repair Coupling," or equal. ,- 2.13 TEMPORARY SEWER PLUG , I A. Material: Brick and mortar. -- .., B. Conform to shape of sewer and provide watertight installation. I , - . .. . SEWERAGE SYSTEMS 1347401 . Page 8 - SECTION 02721 wp956 2.14 EXISTING MANHOLE REHABILITATION MATERIALS I A. Use for sealing precast wall joints and around pipe connections. . B. Nonshrink grout: 1. Grout: Nonmetallic, nongas-forming, and free of chlorides, gypsum, or corrosive-type materials. . 2. Products of following manufacturers, or equal, are acceptable: a. .Five Star Grout" by U. S. Grout Corporation. b. .Crystex" by L. & M. Construction Chemicals, Inc. . c. .V-I Grout. by W. R. Meadows, Inc. d. .Octocrete. by IPA Systems, Inc. C. Activated oakum: I 1. Jute oakum: Made in rope form double-yarn construction, containing less than 8% oil by weight. Jute fiber shall be practically free from hard, coarse fibers and extraneous matter. 2. Grouting compound: Hydrophilic polymer which when mixed equal quantity of water will I expand 10-12 times original volume and cure to form tough, flexible, cellular rubber urethane foam gasket which adheres to surface it is in contact with. a. Viscosity: 300-500 centipoise. . b. Solids ci:iillent: 82% to 88% by weight. -. 3. Cured grouting compound properties: a. Tensile strength: 80 psi. b. Elongation: 700%. I c. Density: 14 lb/cu ft. d. Maximum linear shrinkage: 18%. e. Resistant to organic solvents, mild acids, and alkalies. I 4. M;mufacturer: 3M Company, Avanti International, or equal. D. ChemiCal grout: .1. Use for sealing precast joints, wall cracks, or apron. . '2. Urethane foam type: a. ; Cure time, with accelerator: 5.S minutes at 40.F to 2.6 minutes at loo.F. b. . Liquid prepolymer shall contain solid or active material constituting 82%-88% by weight. . c. Physical properties of cured foam: Approximately 14 Ib/cu ft density, 80-90 psi tensile . strength and 700%-800% elongation. 3. Mixing and handling: In strict accordance with manufacturer's recommendations. 4. Grout material used must meet minimum performance standards as follows: . a. Must be able to react in moving water. b. Final cured grout must be impervious to water penetration and able to withstand submergence in water without degradation. . c. Cured grout must not be biodegradable, and shall be chemically stable and resistant to acids, alkalis, and organics normally found in sewage. Cured grout must be resistant to root intrusion and chemically inhibit existing root growth. I d. Catalyzation shall take place at point of injection/repair. E. cExt~ waterproofing: ::'t. ~ _ for exterior waterproofing existing wall, chimney, and corbel. . C 9. c~3!halt waterproofing membrane system: .Hydrocide 700. manufactured by Sonneborn MJJ ~ uBuilding Products, Inc., or equal. _ --' or- Cll- I d = >-u = =<( rb c:> w u:;:: ..... c:> CD - I en . ----- I 13474 01 SEWERAGE SYSTEMS I wp956 SECTION 02721 - Page 9 2.15 PLUG VALVE . A. Locate valve in manhole with extended stem and operating nut in floor box. B. Actuator shall be suitable for submerged installation. . . C. Body material: Cast iron, ASTM A126, Class B with stainless steel bolts: - D. Plug: Cast iron or ductile iron with resilient facing of neoprene or Buna-N. ..0 . co E. Body seats: 90% nickel chrome raised seat. 0 ." ::En IT! -..-~ )>~ CD F. Packing: Buna V-flex or TFE. Q-< - = I - F -l(") G. End coDJIections: Flanged. -<. :> rn =-,." ::z:: o:>:J 'P. V I H. Manufacturer: DeZurik Figure 118, or equal. ::iE;;:r:: l>- en (7'1 PART 3 EXEClmON I 3.01 PIPE INSTALLATION " ~ A. Pipes shall be stored, handled, joined, laid, and otherwise installed in conformance to pipe I manufacturer's recommendations. B. Before i.nstallation, verify all measurements at site; make necessary field measurements to accurately I determine sewer make-up lengths or closures. C. Use proper pipe unloading and handling procedures to prevent damage to pipe and coating. I D. Carefully protect joint material from injury while handling and storing pipe; support pipe to keep weight off joint material; use no pipe with joints deformed, gouged, or otherwise impaired. I E. Keep pipe clean of dirt and foreign matter; clean bell and spigot surfaces of pipe with gasket-type joints and paint with lubricant recommended by manufacturer prior to jointing pipe; conform to manufal:turer's recommendations. I F. Touch-lip abraded pipe coatings. G. Joints shall be kept clean and installed in accordance with manufacturer's recommendations. I H. Gravity sewers: 1. Commence at lowest point in line; lay spigot ends pointing in direction of flow. . 2. Lower pipe carefully into trench; lay true to line and grade. 3. Check grade of pipe bedding at quarter points of each pipe length prior to setting pipe. Provide smooth, uniform invert; spigots shall bear against bell shoulders. 4. Line and grade: . a. Set offset hubs as required from bench marks, control points, and base lines provided by OWNER. b. Check grade of each pipe; check line of every other length of pipe. Laser beam equipment . surveying instruments or other suitable methods shall be used to maintain alignment and grade. 5. Check each length of pipe for defects and hairline cracks at ends prior to lowering into trench. , No defective pipe shall be used. II I SEWERAGE SYSTEMS 13474 01 I Page 10 - SECTION 02721 wp956 6. Alignment test: I a. Check alignment by lamping, laser, or other approved survey method. b. Sewers 42" and larger. maximum misalignment: I I) Vertical: 0.10'. Cl 2) Horizontal: 0.50'. Cl c~Sewers smaller than 42": Lamp shall be visible through section of pipe lamped. ~ <5 @IoMisaligned, displaced, or otherwise defective sewer shall be repaired or replaced at I pJ'Jl ::r: u.:-,..: CONTRACTOR's expense. ""1. <:ljlexible sewer pipe installations shall result in installed pipe having deflection of less than 5 % . d - ~led pipe deflection shall be tested by CONTRACTOR with rigid bailor 9-arm mandrel or = ;;; l--Qtl!er approved "Go-No Go" device. Sewer shall be tested no sooner than 30 days after . ~ ~ <.;b$kfilling. Pipe with deflection exceeding 5% shall be removed and replaced at no cost to co: OWNER. 0'\8. Stellping on pipe before backfilling not allowed. I I. Low-he3d concrete pressure pipe option: 1. Rubber and steel bell and spigot joints: Install in accordance with pipe manufacturer's . , recOmmendations. Immediately before pipes are joined, all spigot and bell surfaces shall be thoroughly cleaned and bell surfaces shall be coated with joint lubricant. Gasket shall be lubricated and positioned in spigot groove so that gasket is distributed uniformly around I circumference. After each joint is completed, position of gasket shall be checked using feeler gauge. If gasket is not in proper position, joint shall be pulled apart, gasket removed and discarded, joint reassembled using new, properly lubricated gasket. 2. Where sewer is installed in dry, joint space outside and inside shall be sealed and completely I filled with ConSeal CS-I02, or equal sealant material. Sealant material shall be preformed to such size and shape to seal and completely fill joint space after jointing operation is completed. Preformed sealant shall be placed on outside shoulder of spigot and inside shoulder of bell just . prior to lowering pipe into trench. After completion of jointing operating, exterior of joint shall be wrapped with ConWrap CS-212, or equals wrapping material. All steel or concrete surfaces in contact with sealant material or wrapping material shall be primed with ConSeal CS-75, or equal joint coating. Installation and application of primer, sealant, and wrapping I material shall be in accordance with manufacturer's recommendations. 3. Where sewer is installed below water, joint space inside and outside pipe shall be sealed and completely filled with ConSeal CS-102, or equal, as specified in preceding paragraph. Joint I wrapping is not required. 3.02 SERVICE CONNECTIONS A. Install service connections shown on Drawings. I B. Risers: Conform to Detail CS,7. I C. Backfill trench only after exact location of service connection has been determined and recorded. 3.03 CONNECTIONS TO EXISTING SYSTEM I A. Connections to existing manholes: 1. Maintain existing sewer in service. . 2. Cut hole in existing manhole at elevation shown. 3. Remove dirt and debris. 4. Insert new sewer pipe flush with inside of manhole. 5. Grout new pipe in place. . 6. Reconstruct manhole bottom to suit new connection. 7. Install temporary watertight plug in new pipe not activated by this contract. . I I 13474 01 SEWERAGE SYSTEMS I wp956 SECTION 02721 - Page II B. Connections to existing sewer: 1. Maintain existing sewer in service. I 2. Build new manhole around existing sewer. 3. Construct bottom to suit new connection. 4. Break out existing sewer inside of manhole at connections to be activated by this contract. I 5. Install temporary watertight plug in new pipe not activated by this contract. C. Plug existing sewers to be abandoned where indicated; fill pipe with concrete for minimum length of 2'. I D. Connect no storm drains to sanitary sewer. I E. Connect: no sanitary service drains to storm sewer. 3.04 CONNECTION BE1WEEN PIPES OF DISSIMILAR MATERIALS I A. Connection between vitrified clay, concrete, and other dissimilar pipe materials 12" and smaller in diameter: Install flexible coupling in accordance with ASTM C425. I B. Connection between vitrified clay, concrete, and other dissimilar pipe materials larger th:eb12" in diameter: - co 1. Construct 6" thick concrete collar around joint; extend collar 12" each way €!l!l:Joi*l 2. Reinforce with welded wire fabric. l> =i co bIJ . = n-< - F C. Connection between two different types of pressure pipes. -in 1. Use suitable manufactured connection. -<. ::>0 rn :..,." ::z:: I 2. Design pressure same as for pipe. o::U 'P. 0 3. Install in accordance with manufacturer's recommendations. ~:A l> c.n (7\ 3.05 NEW SEWER PARALLELING WATER MAIN . A. Where water main paralleling new sewer is less than 10' horizontally from sewer or force main, notify ENGINEER. . B. Obtain authorization from ENGINEER to relocate sewer to obtain 10' of horizontal separation if possibl(.. If impossible to relocate sewer, bottom of water main shall be at least 18" above top of I sewer, and in separate trench or on undisturbed shelf to one side of sewer with at least 3' horizontal separation. C. If impo~sible to maintain required clearance, sewer shall be constructed of ductile iron pipe . confomling to A WW A C 151. 1. Horizontal separation of at least 2' must be provided. 2. Pr(lSSUre test at 30 psi for one hour to assure watertightness before backfilling. I 3. Maximum allowable lealcage shall be 0.1 gallhr per 1,000 ft/in diameter. 3.06 NEW SEWER CROSSING WATER MAIN I A. Notify ENGINEER if: 1. New sewer crosses over water main. .., 2. Sewer crosses under water main and vertical clearance is less than 18". . -, - . . I B. If sewer crosses under water main, relocate water main to provide minimum 18" vertical clearance. for minimum of 10' each side of sewer. Locate center of standard length of water main'pipe over sewer. I " . -------- SFWF.RAGE SYSTEMS 1347401 . Page 12 - SECTION 02721 wp956 C. If relocation of water main to obtain required clearance is not practical or if sewer crosses over . water main, construct sewer with one full length, 20'..{)" minimum, of ductile iron pipe conforming to AWWA C151; center both sewer and water main pipe lengths at crossing. I 3.07 RELOCATION OF WATER MAINS A. Minimum cover: 5'-6". I B. Relocate where shown or required by conflict with sewers. CONTRACTOR shall field verify size in advance for timely reconstruction. I C. Material : 1. Ductile iron pipe: AWWA CISI, Class 52. I 2. Fittings: AWWA CliO. 3. Joints: Mechanical or push-on in accordance with AWWA CIII. 4. Coat pipe and fittings with bituminous coating in accordance with A WW A CIS!. 5. Line pipe and fittings with cement mortar and bituminous seal coat in accordance with A WW A I CI04. D. Use suitable fittings where grade or alignment requires offsets greater than those recommended by I . pipe manufacturer. E. . Use Mueller or Clow cutting-in sleeves or tapping split tees where required to malee connections to , existing water mains. Tapping will be done by OWNER on lines under pressure. I F. .' Inspect each section of pipe for defects prior to lowering into trench. G:', Clean~g and disinfection: I 1. Immediately prior to lowering into trench: a. Clean interior of all foreign material and dirt. b. Thoroughly swab or spray interior and ends with I % hypochlorite solution. . 2. During laying prevent ground water, soil and other foreign material from entering pipe. 3. After laying and lealeage tests are completed, and before main is put into service: a. Inject solution of calcium hypochlorite and water at slow rate; minimum initial chlorine . residual in mains shall be 50 mg/l. b. Let stand for 24 hours and test chlorine residual; minimum chlorine residual shall be 25 mg/l. I c. Repeat above steps as necessary to secure desired minimum residual. d. After successfully maintaining chlorine residual outlined above, flush main until chlorine residual equals chlorine content ofsupply water. 4. Malee connections to existing mains; place calcium hypochlorite inside relocated main prior to I maleing connection. H. Provide thrust blocks where piping changes direction. I 1. Carry thrust blocks to undisturbed edge of trench for bearing; conform to Detail CS-20. 2. Size of thrust block, square feet of bearing area against undisturbed earth: 0 . 0 ,~ipe 90. 45. 22-'h . 11_\4. Dead End & 0 2 :::CSize Bend Bend Bend Bend Tee W ::c ' .J "'" , ~~6 3.4 1.8 0.9 0.5 2.4 . ...J - - -u 6.0 3.3 1.7 0.8 4.3 = i _ _ 8 ~ co ;;> w . ....... 'r=; 10 9.2 5.0 2.5 1.3 6.5 co 0'\ . I 13474 01 SEWERAGE SYSTEMS I wp956 SECTION 02721 - Page 13 Pipe 90. 45. 22- 'h . 11-'.4 . Dead End & I Size Bend Bend Bend Bend Tee r ; , 12 13.2 7.1 3.6 1.8 9.3 <' - I 14 17.9 9.7 4.9 2.5 12.6 , -, I. At CONTRACTOR's option, with ENGINEER's approval, restrained joints may be used'. I 1. For bolted/restrained joint, use Griffin "Bolt-Lok" restrained joint, or equal. 2. For unbolted/restrained joint, use Griffin "Snap-Lok" restrained joint, or equal. - 3. Drilled and tapped retainer glands not acceptable. I J. PVC water main shall be marked with wire for entire length to make electronic location possible. 1. Install wire continuously as pipe is backfilled. Fix wire to side of pipe at position of 2 o'clock or 10 o'clock and attach with duct tape every 5'. . 2. Protect insulation to prevent accidental grounding. Make few splices, and where necessary, wrap bare wire with electrical tape. 3. Bring wire to ground surface in valve box and mark Drawings appropriately. '. K. OWNER will perform all main shutdown and notify CONTRACTOR when complete; CONTRAC- TOR shall provide material and perform all relocation under supervision of OWNER. CONTRAC- TOR shall provide temporary service or make other arrangements with affected property owners for I any scheduled shutdown of utilities for period of longer than 4 hours. 3.08 REPAIR OF DAMAGED WATER MAINS AND SERVICES I A. CONTRACTOR shall repair breaks in existing lines caused by construction operations. I B. Water mains: Replace with pipe equal in type and quality to that damaged. Repair sleeves shall be II mechanical joint split sleeve. C. Water services: '. 1. Pipe: Copper, ASTM B88 Type K, replace entire section of pipe between main and curb box. 2. Provide corporation stops, curb stops, and service boxes complete with lid and plug as required . . D. Separate payment will not be made for these repairs but will be considered incidental to construction of sewers. . 3.09 REPAIR OF DAMAGED SANITARY AND STORM SEWERS A. CONTRACTOR shall repair or replace breaks in existing sewers caused by construction operations. I Provide tl,mporary connections if required. B. If pipe is damaged by construction operations such that it requires replacement, the following material shall be used: <D . 1. Pipe: Ductile iron; AWWA C151. CD 0 "TI :;E<J g =uu )>:::j = Pine Size Minimum Pressure Class <J-< - IF" - I =in r.l~ 8" thru 12" 350 -<,- ? . T"1 3 0 14" thru 20" 250 0;:0 '" . ~~ -- :Po c.n Cf\ I SEWERAGF. SYSTF.MS 13474 01 I Page 14 - SECTION 02721 wp956 PiDe Size Minimum Pressure Class I 0 f 24" thru 64" 200 I 0 - o -0 o - 0::_ ~ 2 u.leo . ~ ~ ......1, nnectlOns: . .~ C>~ Flexible coupling in accordance with ASTM C425 for pipes 12" and smaller. ..dl = >-b~ Concrete collar minimum of 12" either side of joint and 6" thick for pipes larger than 12". -= ',-<( co - lib C~Ducii~iron replacement pipe shall extend minimum of 2' beyond both sides of new sewer trench. . co D,oProvide positive slope to match existing sewer. E. Separate payment will not be made for these repairs but will be considered incidental to construction . of sewers. 3.10 REPAIR OF SANITARY SERVICE CONNECTIONS I A. Repair breaks in existing lines caused by construction operations. B. Provide positive slope from house to sanitary sewer. I C. Pipe replacement material: 1. Pipe shall be minimum thickness AWWA C151, Pressure Class 350 ductile iron. . 2. Joints shall be push-on or mechanical. 3. Connection between existing service pipe and new repair pipe shall be by flexible couplings. 4. Each service connection replacement shall consist of at least two pieces of pipe with joint I . centered in pipe trench. 5. Size: Match existing. D. Separate payment will not be made for these repairs but will be considered incidental to construction . of sewers. 3.11 MANHOLES I A. Manholes: 1. 36" and smaller pipe: Conform to Detail CS-5 and Detail CS-1. 2. 42" pipe: Conform to Detail CS-5 and Detail CS,32. . 3. 48" and larger pipe: Conform to Detail CS-31. B. Drop connections: Conform to Detail CS-6; use at locations shown. . C. Stub connections: 1. Provide where shown; make stub full length of pipe projecting from manhole at elevation I shown. 2. Plug end with stopper with material and joint similar to pipe; wedge 2" x 4" wood strut between stopper and wood block against wall of excavation. . . . D. ,Set manhole rims flush with pavement grade. Slope if required to match street profile or sideslope. _. Manholes not located in paved areas shall have rims set at elevations shown on Drawings. . ) E. ,Inverts:: Precast and cast-in-place inverts shall provide channel at least one-half depth of pipe and . ; match full cross-sectional area of pipe. Junctions and changes in directions of inverts shall be ..' smootli and rounded to maximum extent possible to supplement flow through manholes. . . . ,) I . 13474 01 SEWERAGE SYSTEMS wp956 SECTION 02721 - Page 15 . F. Manhole in unpaved area subject to surface water inundation and provided with watertight lids: Bolt casting to cone section with stainless steel anchors. In addition, install exterior manhole chimney I G. :Oles in paving shall have interior manhole chimney seal. I H. Use only concrete spacer rings, metal shims, and bricks to adjust manhole frame elevations. Lay grading rings in full bed of mortar without subsequent grouting, flushing, or filling; bond thoroughly. I I. Set frames in full bed of "Ram-Nek," or equal, to fill and make watertight space between masonry top and bottom flange of frame. ,. - I I 3.12 WATERPROOFING ; _ A. Required on exterior of manholes and fabricated joints of bends, fittings, and teeS of interceptor . sewer. ~ :-.: B. Clean walls of manholes of dirt and debris. ~ . C. Apply over top of exposed footing slab on manholes without integrally cast baseS and on:exterior walls. . D. Asphalt waterproofing: ~ 1. Apply according to manufacturer's recommendations. c> -n c=;7i1 2. Trowel-on product: Apply 1116" coat. :ES?, ~ u u . 3. Spray-on or brush-on product: 2 coats, 8.0 mils minimum dry film thicknes?':j _ = 4. Take precautions to prevent petroleum-based or solvent-based waterproofing~qguctS1'ror contacting flexible rubber gasket material. Promptly remove any waterproofiDkrriIatetial oOTI gasket. :.- ~ :;I: 0 . c:>~~ E. Place la.yer of Slater's-felt, membrane cloth or heavy paper over waterproofing fo~~ect~ before backfilling. . 3.13 TESTS A. Gravity sanitary sewers, including, Iowa River crossing: . 1. Conduct infiltration test on sewers located entirely below ground water table and conduct exfiltration test on sewers located partially or entirely above ground water table. Tests shall be conducted after backfilling and before connection of any sanitary services. Conduct tests for . minimum of 24 hours. 2. Manhole exfiltration test: Plug pipes and fill sanitary sewer manhole with water to depth used in tAlSting line or 6' minimum; allow water to stand minimum of 2 hours and refill to original elevation; after minimum of 30 minutes, record difference in elevation and convert to gallons . per hour lost. 3. Maximum allowable exfiltration or infiltration: 200 gallons per mile per inch diameter of sewer per 24-hour day in any test section, including manholes. . 4. Pipll48" and larger shall be visually inspected after backfilling and after groundwater has returned to normal level by walk-through inspection. 5. Visible leakage at joints, or leakage in excess of that specified, shall be repaired at CONTRAC- TOR's expense. I 6. Fumish and install all plugs, measuring devices, and other equipment. 7. Maximum length of test section: 1,500', 8. Conduct tests in accordance with Details CS-12 and CS-13. . 9. Low pressure air testing may be used instead of exfiltration tests at CONTRACTOR's option I ' for pipe 24" and smaller. Low pressure air test shall be in general accordance with ASTM I C828 for vitrified clay pipe and ASTM C924 for reinforced concrete pipe. I SEWERAGE SYSTEMS 13474 01 . Page 16 - SECTION 02721 wp956 B. Pressure mains and relocated water mains: I 1. Furnish and install all materials and equipment necessary. 2. Flush out line before test to remove air; insert taps if necessary to blow off air trapped in line. I Keep water main full of water for 24 hours before conducting test. 3. Pressure test for 2 hours at 150 psi at lowest point in line under test; maximum pressure variation during test: 5 psi. Failure to achieve and maintain specified pressure for I hour with I no additional pumping means test is failed. 4. Leakage test: Perform concurrently with pressure test. Maintain 150 psi pressure for 2 hours; measure water supplied to maintain test pressure within 5 psi of test pressure by pumping from drum or by similar means. Compute maximum allowable leakage by formula. I L = SD .[P 0 0 <( 133,200 a'.dl 8 ~S: I 0::0 0fJJ ::c w- L = Maximum allowable leakage in gallons per hour err -.J;>: S = Length of pipe test in feet d WI- - >-u D = Nominal pipe diameter in inches I = - P = Average test pressure, psig l'b co !=.<( w u::;:: ~5. l@:ate and repair or replace all defective pipe or fittings unti) leakage is within the specified I 0'1 allowance. 3.14 MAINTENANCE OF FLOW , I A. 'Storm sewers and drainage ditches: At end of each working day. CONTRACTOR shall re-establish full capacity of drainage system affected by construction. Diversion of storm water into sanitary ',,:: sewer system not allowed. I B. : Sanitaiy sewers: CONTRACTOR shall at all times maintain full capacity in sanitary sewer system and protect system from storm water. , , I C.' If pumps are used for diversion of flow, CONTRACTOR shall have standby pump readily at hand. . CONTRACTOR shall provide Police Department and supervisor of the Iowa City Wastewater Treattnent Plant with phone numbers where responsible person may be reached 24 hours per day to I make immediate repairs and/or replacement in case of diversion system failure. Diversion of sanitary sewerage to storm sewers of waterways not allowed. 3.15 EXISTING MANHOLE REHABILITATION I A. CONTRACTOR's option of one of three methods for sealing precast wall joints and pipe connections. . 1. Nonshrink grout. 2. Activated oakum. 3. Chemical grout injection. I B. Nonshrink grout: 1. Surface preparation: Unsound materials of construction and all coated, scaly, or unsound concrete shall be removed by chipping with pneumatic hammers and chisels to sound surface. . Cracks and cavities shall be chipped to such formation that their sides form approximately 900 angle to exposed surface for at least 2" in depth. Areas to be sealed shall be cleaned by flushing or scouring with water and compressed air jets to assure removal of loose particles. . Entire circumference around pipe shall be prepared and sealed. 2. Application and curing: Place and cure in strict accordance with manufacturer's directions. C. Activated oakum: . 1. Surface preparation: Same as for nonshrink grout. 2. Joint openings shall be enlarged where necessary to provide opening approximately 1" deep and 112' wide with sides uniform, vertical, and horizontal. Loose material shall be removed. I . 13474 01 SEWERAGE SYSTEMS wp956 SECTION 02721 - Page 17 I 3. Application: Jute oakum strips shall be soaked in grouting compound and then tightly packed for 2" minimum depth in opening between pipe wall and manhole wall. Grouting compound I reaction shall be initiated by seeping water present at repair point or by light spraying of repair seal. 4. Use of grouting compound shall be in strict conformance to recommendations of manufac- turer/distributor. ' II D. Chemical grout injection: 1. Grouting holes: Drill holes minimum of 6" below manhole joint to be grouted or at such other II distance as field experience indicates is sufficient to accomplish grout sealing. 2. Equipment: Grout pump shall be positive displacement type; produce adequate pressure to penetrate area. II 3. Experience of personnel: Foremen and nozzlemen shall have done work in similar capacities and shall be fully qualified to properly perform Work specified. 4. If injected grout leaks back into manhole through joint without traveling along perimeter to next grout injection hole, CONTRACTOR shall pack joint opening with jute oakum or other suitable I material to create sufficient backpressure to cause grout to flow next grout injection hole. E. External waterproofing: I 1. Clean exterior surfaces to receive waterproofing of dirt and debris with high pressure water spray and/or power wire brush. . 2. Dampen walls with water before application. 3. APllly according to manufacturer's recommendations. . a. Trowel-on product: Apply 1116" coat. b. Spray-on or brush-on product: 2 coats, 8.0 mils minimum dry film thickness. 4. Pla':e layer of Slater's-felt, membrane cloth, or heavy paper over waterproofing for protection I betilre backfilling. END OF SECTION I I) G. J. Fink 2) C. L. Meyer \.0 CD C> ..., ::En fT1 "lril . )>:::j CD = (")-< - F - ....-ID m -<r ,.,. . . I . J'T'l ::c: OJ -:;0 'P. C>~ ::rE~ ;po c.n -..I I I . . . I - - - -- -- -- - ------ . 13474 01 I.ANDSC.AP1NG . wp956 SECTION 02900 ' Page I PART 1 GENERAL . 1.01 SECTION INCLUDES A. Finish grading. . B. Prepare topsoil or planting holes to receive plant materials. C. Plant trees and shrubs. . D. Seeding. . E. Sodding. F. Maintenance. r' . PART 2 PRODUCTS .- - -. . 2.01 MATERIALS - . A. Plants: Typical of their species and variety, with a normal habit of growth, and. well formed, sound, vigorous, and healthy. Plants shall be free of disease; insect pests, eggs, or larvae; sunscale;, wind- . bum; disfiguring knots; stubs; bark abrasions; and other objectionable conditions. Replacement plants will be selected from the following: - , 1. Group A: Deciduous shrubs, 2-112' to 3' high. a. Cornus sp. (Dogwood). I b. Euonymus sp. (Burning Bush). c. Rhus sp. (Sumac). d. Forsythia sp. e. Syringa sp. (Lilac). . f. ]>hiladelphus sp. (Mock Orange). ..0 co g. Viburnum sp. Cl -., "liil h. Spirea sp. (Bridle Wreath). :;En a i. Weigela sp. )>::{ = . n-< - II j. Cotoneaster sp. - :::4c-J ~ k. Potentilla sp. -<:, :::<> 2. Group B: Evergreen shrubs, 2' to 2-112' high. . rn :n: 0 . C;::o 'P. a. Taxus sp. (Yew). ~;;::: b. Juniperus sp. )> c.n -..l c. Rhododendron sp. I d. Mugo Pine. e. llex sp. (Holly). 3. Group C: Evergreen trees, 4' .6' high. . a. Pinus sp. (pine). b. Picea sp. (Spruce). c. Thuga sp. (Hemlock). d. Juniperus sp. . e. Abies sp. (White Fir). 4. Group D: Deciduous trees, 2-112" to 3" caliper. a. Acer sp. (Maple). . b. Fraxinus sp. (Ash). c. Quercus sp. (Oak). d. Tilia sp. (Linden). e. Gleditsia sp. (Honey Locust). . f. Betula sp. (Birch). g. Malus sp. (Flowering Crab). II LANDSCAPING 13474 01 . Page 2 - SECTION 02900 wp956 h. Cersix sp. (Red Bud). . i. Magnolia sp. S. Plants shall be balled and burlapped or container grown. . 6. Size and quality: a. Plants shall be in accordance with American Standard for Nursery Stock, latest edition. b. Oversize plants may be used, but Contract Price will not be increased. . c. Stock furnished in size range specified shall mean that not less than 50% shall be of maximum size specified within each range. B. Seed: . 1. Latest season's crop, certified by the State ofIowa. 2. Seed mixture: 90% minimum germination. PrQportion hy WeiL!ht . a. Lawns and Grass Areas: 0 0 -<:eAdelphi Kentucky Bluegrass 70% 0 0 :.::: ~Creeping Red Fescue 10% . ::c Ej-Manhatten Perennial Rye 20% ru<J1 = ....J~ d - <'il!=Kiwanis Park: . == - ;:::~entucky 31 Fescue 54% E.&, co 17% u..I u~witchgrass (Black Well) ..... ~Perennial Rye 11% co VIVA Kentucky Bluegrass 9% . en Parade Kentucky Bluegrass 9% c. Willow Creek Park: I Argyle Kentucky Bluegrass 30% Viva Kentucky Bluegrass 30% Parade Kentucky Bluegrass 30% J;lrite Star Rye Grass 4% . Yorktown III Rye Grass 3% ~e1ude Rye Grass 3% -- . C. . Sod: 1. State approved or certified by State of Iowa. 2. Cut. individual pieces of sod to supplier's standard width and length. Maximum allowable .' dev.iation from standard widths and lengths shall be :t 112" of width and :t5% of length. . , MaChine harvested at uniform soil thickness of approximately I" thickness but not less than -- 3/4" thick. Broken pads and torn or uneven ends will not be acceptable. 3. Compose of mixture of Kentucky or Merion Bluegrass varieties. I D. Mulch: 1. Straw mulch: Stalks from harvested oats, wheat, rye, barley, or rice, and shall be in air-dry . condition and free of noxious weed seeds, mold, and other objectionable material. Hay or chopped cornstalks are not acceptable. 2. Wood cellulose fiber mulch: Virgin wood cellulose fiber, specially prepared for hydraulic application. . 3. Bark mulch: Wood chips, ground bark, or bark peelings. Sawdust and wood shavings not acceptable. E. Planting soil: Utilize existing on-site topsoil for backfilling planting holes. . F. Topsoil: Place 6" layer in areas to be seeded or sodded. Utilize topsoil stockpiled on site. Any topsoil required in addition to that which is stockpiled shall be supplied by CONTRACTOR. . . - II 1347401 I.ANDSC.APING il wp956 SECTION 02900 - Page 3 G. Plant or tree fertilizer: Agriform 20-10-5 planting tablets, 21-gram and 5-gram sizes, as manufactured by Sierra Chemical Company, Newark, California, or approved equal. I H. Turf fertilizer: Granular fertilizer with N-P-K analysis of 10-10-10. Not less than 50% of nitrogen shall be from natural organic sources of urea form. I. 2.02 ACCESSORIES A. Plastic edging: "Black Diamond" of black plastic, as manufactured by Valley View Specialties Co., II Crestwood, Illinois, or equal. I B. Filter fabric: Nonwoven polyester or polypropylene fabric similar or equal to "Typar" as '. manufactured by Du Pont Company, Wilmington, Delaware. Fabric shall be capable of serving as a barrier to weed growth while allowing percolation of water through fabric to soil. I C. Tree wrap: Bituminous cemented duplex crepe paper manufactured specifically for wrapping trees; . 4" to 6" in width. D. Stakes: II 1. Tree stakes: Free from knots, rot, cross grain, or other defects that would impair strength. 2" x 2", pointed at bottom end, 8' long. Stakes shall be capable of standing in ground for at least I 2 years. I. 2. Wood stakes for holding sod: I" to 1-112" wide, 114" to 112" thick, minimum 12" long, and of sufficient length to secure firm bearing. E. Wire; Slaking or guying trees: 14-gage annealed galvanized steel. . F. Hose; staking or guying trees: 2'ply, reinforced, black garden hose, not less than 112" inside diameter. . u:> G. Erosion control: Jute, excelsior, woven paper, or other product manufactured 1E5 this Wijpose. ::!En rrt, ""'ifil PART3 EXEClmON :l'>:::j ~. = . 0-< ,F 3.01 FINISH GRADING ~n - . r.lI ,.<r- ::>> ::'fT1 :I::. ~ A. Grade t<l uniformly sloping surfaces and to elevations shown on Drawings. 0::0 .:e' I ~~ B. Slope finish grade to provide positive surface drainage away from buildings and~ther s~ctuies. - , ... . C. Thoroughly till soil to a minimum depth of four inches by roto-tilling, disking, harrowing, or other method. Soil shall DOt be tilled when it is frozen, excessively wet or dry, or otherwise untillable. . D. Remove from site, all rocks, clods, roots, or other foreign materials larger than I" in any dimension. E. Finish g,rade shall he free of all holes, rills, or gullies caused by erosion or construction operations. . F. Finished ground level shall be firm to prevent sinkage pockets when watered. . G. Preparation of seed bed/sod bed: 1. Cultivate areas indicated to be seeded/sodded by roto-tilling, plowing, disking, harrowing or other technique to uniform depth of 4"; for this entire depth, soil shall be made loose and friable. . . ----- ------ - I.ANDSC.APING 13474 0] . Page 4 - SECTION 02900 wp956 2. At time of seeding ground shall be smooth and friable, moist but not muddy, with top 2" I cleaned of stones over I" in any dimension and any other extraneous material that would hinder installation and future maintenance. Surface shall be free of irregularities. . 3.02 INSTALLATION - PLANTS A. Planting time: Perform planting within normal planting seasons when local climatic and soil . conditions favor satisfactory planting operations. B. Location and quantity shall be as directed by ENGINEER. . C. Protection: 1. If lawns have been established prior to planting operations, surrounding turf shall be covered before excavation in manner that will protect turf areas. . 2. Existing trees, shrubbery, and beds that are to be preserved shall be barricaded in manner that will effectively protect them during planting operations. D. Excavation: . 1. Planting holes shall be centered at locations stalced. 2. Minimum dimensions of planting hole excavation shall be 12" larger than root dimensionsc . 3. When soil conditions unfavorable to plant growth are encountered, dig holes sufficiently large to permit placing of additional amount of topsoil around and beneath root system, not to exceed twice diameter of root spread. 4. Planting holes shall have vertical sides and flat bottoms. When holes are dug with an auger, . sides of holes shall be scarified. 5. Remove excess or unsuitable material excavated from planting holes, and dispose off site. E. Planting: I 1. Handle plants by container or by earth ball, not by plant itself. Organic containers may be placed directly in hole and tops removed so they will not extend above backfill. Inorganic 0- containers shall be carefully removed prior to placing in hole. Place balled and burlapped . o ~ts in hole without removing burlap covering, lay burlap back from ball, but do not remove 0 5: ~~m under ball. ;:'2.e:; . ce fertilizer tablets in planting hole in accordance with manufacturer's recommendations. . r .!J\ .." u~i1ize each plant as follows: ~ _ ~:Shrub under 18": One 2 I-gram tablet. == -. . ",!:Shrub 18" to 3': Two 2 I-gram tablets. ~ t9 e-;.c3: Shrub over 3': Three 2 I-gram tablets. I ~ d;J'Tree under 3': One 21-gram tablet. 0'\ e. Tree 3' to 4-112': Two 21-gram tablets. f. Tree 5' to 10': Three 21-gram tablets. . g. Tree over 10': One 2 I-gram tablet per 112" of caliper. h. Ground cover or vine: One 5-gram tablet. 3. Backfill with planting soil. Work soil around earth ball or roots, and firmly tamp soil as it is filled into holes to eliminate air pockets. . 4. Thoroughly soak backfill when planting hole is half full, then complete backfill. 5. Construct earth rim for watering around individual plants. F. Edging: Install according to manufacturer's recommendations at locations where existing edging is . removed. G. Mulching: . 1. Individual plants and planting beds shall be mulched within 24 hours after planting. 2. Place f1Iter fabric over areas to be mulched in planting beds at locations shown on Drawings. 3. Place specified mulch 3" deep over entire planting hole area. I . . 13474 01 I.ANDSCAPING wp956 SECTION 02900 ' Page 5 I H. Wrapping: 1. Wrap trunks of deciduous trees within 24 hours after planting. . 2. Entire tree trunk shall be fully wrapped with specified tree wrap material, starting at ground and winding upward to first major branch of tree. Winding shall overlap approximately one-half strip width. Tree wrap shall be secured at top and bottom with good quality tape. . I. Stake or guy trees within 24 hours after planting. Wire for staking or guying shall be twisted in double strand. . 3.03 INSTALLATION - TURF A. Planting time: . 1. Seed shall be sown only at times of year when temperature, moisture, and climatic conditions will promote germination and plant growth. 2. Normal permanent seed application dates are between April I and May 15, and between August IS and September 15. . B. Fertilizing: ...0 1. Apply 10-10-10 fertilizer at rate of 10 Ibll,OOO sq ft (430 Ib/acre). _ cP . 2. If fertilizer has been washed or otherwise lost from seed or sod bed prior lii.l~taliiiiionrn depleted areas shall be retreated as directed, at no additional cost to OWN?R:.:l;CO = 3. Incorporate into top I" - 2" of soil. :S?, -< ::. F . ....-I ("1 '-'.. r.'J . C. . ~r- . Seedmg of grass: -." rn ,Z 0 1. Setld at application rate as follows with mixture specified. C;::o...o' a. Lawn and grass area (includes Napoleon Park): 4 lbll,ooo sq ft (175 lbfaill)::.-~ . b. Roadway embankments and field areas: 1.001bll,000 sq ft (46 lb/acre)'?" ' ...1 2. Ml:thod of sowing shall be CONTRACTOR's option, subject to review ofOWNEJ.l,. ' 3. Immediately after drilling or broadcasting, seeded areas shall be ralced, dragged or. otherwise . treated to cover seed to depth ofapproximately 114". .. 4. Mulch shall be applied immediately after seeding to seeded areas. a. Mulch shall consist of straw from any threshed cereal grain. b. If hydraulic seeding is used, mulch manufactured for spreading by hydraulic seeders may be . included in seed slurry. c. Mulch shall be applied at rate of 70 lbll ,000 sq ft (3,050 Ib/acre). d. Hydraulically applied mulch shall be applied at rate of 90 Ib/l,OOO sq ft (4,000 lb/acre). e. Straw mulch shall be anchored by pinning or crimping into soil with straight serrated disk . or other equipment. 5. If seed has been washed or otherwise lost from seed bed prior to full germination and establishment, depleted areas shall be retreated at no additional cost to OWNER. . D. Placing sod: 1. Il1lltall sod not more than 48 hours after cutting. . 2. Place sod strips with staggered end joints and without stretching, in such a manner that edges will firmly abut edges of adjoining strips. 3. On slopes, begin sodding at bottom and progress upward. Place strips perpendicular to direction of surface drainage wherever practical. . 4. 011 slopes of 3' horizontal to I' vertical, or steeper, secure sod by staking with a minimum of two stakes per square yard. 5. Joints between sod and in place improvements, such as curbs, walks, and existing turf, shall . abut tightly and be flush such that drainage will be conducted over surface. Elsewhere, outside edges of sodbed areas shall be rolled or banked flush with soil, and thoroughly compacted to fOIrnt a flush surface. . E. Immediately after placement, roll or tamp sod to provide firm contact and bond with sodbed, and a smooth even surface. . ------- ______________..m____ LANDSCAPING 1347401 . Page 6 - SECTION 02900 wp956 F. Erosion control: On slopes 3' horizontal to I' vertical, or steeper, mulch shall be secured to ground . by attaching erosion control material to slopes in manner specified by manufacturer. 3.04 CLEANUP I A. Clean up daily during progress of Work and upon completion. I B. Remove from Project site any debris and surplus materials resulting from planting work. C. Planting areas shall be neatly dressed and finished. Walks, paved areas, and adjacent walls and . windows shall be flushed or swept clean. 3.05 INSPECTION AND SUBSTANTIAL COMPLETION OF LANDSCAPING . A. OWNER or its designated representative shall inspect landscaping upon written request by CONTRACTOR. Request shall be received at least 10 days before anticipated date of inspection. B. At time of inspection, landscaping, seeding, mulching, erosion control, and associated work shall be . cOmplete in accordance with the Contract Documents. 3.06 MA@'EN~CE AND PROTECTION . .. ....-~ OA. ~~r~ shrubs: It ~Jl ::J:; ~aiDtenance shall begin after each plant is planted and shall continue until final acceptance of . ! =oJ _ plaftting. Plants shall be watered, mulched, weeded, pruned, sprayed, fertilized, cultivated, and = -.otherwise maintained and protected. ~ ~. 'senred plants shall be reset to proper grade position, planting saucer restored, and dead material . ~ (ree9.ved. Guys shall be tightened and repaired. Defective Work shall be corrected as soon as ~ pos!tible after it becomes apparent and weather and season permit. B. Maintain lawn areas at maximum height of 2-1/2' by mowing at least 3 times. Weed thoroughly . once and maintain until time of final acceptance. Reseed and refertilize with original mixtures, watering, or whatever is necessary to establish over entire area of lawn and other seeded areas a close stand of grasses specified, and reasonably free of weeds and undesirable coarse native grasses. . C. Begin maintenance immediately after each planting and continue until final acceptance of Work. Water, mulch, weed, prune, spray, fertilize, cultivate and otherwise maintain and protect plants. . D. Supply water for planting and maintenance. Water may be obtained at CONTRACTOR's expense at bulk water fill station located at 1200 S. Riverside Drive. Water shall be paid for in advance at Civic Center Cashier, 410 E. Washington Street. Permission to use water from private residents . shall be obtained in writing prior to use. Residents shall be compensated for their water at mutually agreed upon rate. 3.07 INSPECTION AND FINAL ACCEPTANCE OF TURF . A. OWNER or its designated representative shall inspect turf upon written request by CONTRACTOR. Request shall be received at least 10 days before anticipated date of inspection. . B. Inspection and acceptance of turf areas may be requested and granted in part, provided area for which acceptance is requested is relatively substantial in size with clearly definable boundaries. . C. At time of inspection, entire turf shall exhibit healthy, vigorous growth, shall be uniform in color and quality, and shall be reasonably free of weeds, diseases, or other visible imperfections. Sod shall be firmly rooted. . . - I 13474 01 LANDSCAPING '. wp956 SECTION 02900 - Page 7 D. Upon acceptance of lawn area, CONTRACTOR shall be relieved of further responsibility for care and maintenance of accepted area. I 3.0S INSPECTION AND FINAL ACCEPTANCE OF PLANTINGS I A. Inspection of plants will be made by OWNER or its designated representative upon written notice requesting inspection. Request shall be received at least 10 days before anticipated date of final inspection. I B. Any plant required under this contract that is dead, not true to name or size as specified, or not in satisfactory growth, as determined by OWNER or its designated representative, shall be removed from Site. Plant removed shall be replaced as specified. Any plants missing due to CONTRAC- . TOR's negligence, shall be replaced. Inspection will be made to verify replacements. CONTRAC' TOR shall not be required to replace plant more than once. C. Upon final acceptance, OWNER or its designated representative shall certify in writing to OWNER . that landscape Work has been completed satisfactorily and accepted. CONTRACTOR shall have no further responsibilities for Work performed under this contract. . END OF SECTION 1) G.J.Fink . 2) C. L. Meyer 3) M. M. Rame,r 4) C. L. Meyer \.0 . co 0 ." :En I'TI "lfiI )>=:j o::l = n-< - IF - . -I,) -<r ::>> fiFJ .~ ::t: 0::0 'P. 0 ~::=: I :Do c.n -.l . . . . . I . . 13474 01 CONCRETE FORMWORK wp956 SECTION 03100, Page I I PARTl GENERAL I ' 1.01 SECTION INCLUDES II A. Design, furnish, and install formwork with shoring, bracing and anchorage for cast,in-place concrete. . B. Form all concrete unless permitted otherwise. . C. CONTRACTOR may use either wood or removable metal forms, at its option, except as otherwise specified or shown. . 1.02 SUBMIlTALS A. Manufacturer's data for form coating materials. I B. Concrete strength tests for elevated slabs to demonstrate adequate strength of concrete to permit form removal. . 1.03 QUALITY ASSURANCE A. Design, construct, and erect concrete forms in accordance with applicable provisions of ACI 117, 301, and 347 except as specified hereinafter. Permissive language in reference standards shall be . considered as mandatory except where quality of work would be diminished. B. Allowable tolerances: Construct and maintain forms to produce concrete dimensions nW!:!o exceed tolerances specified under ACI 117. a:> . c:> ..., :;E(") ~ 9U PART Z PRODUCTS )>~ = (")-< - F - . 2.01 WOOD FORMS :::in (1l1 -<:r :P' . rn :It '0 A. Unexposed surfaces: Standard grade or better. -;;0 '!? C>~ I ::.E'- c.n B. Exposed surfaces: Douglas fIT, exterior type, concrete form plywood. )> -1 C. Form m~lterial with defects which would impair texture and appearance of finished surfaces shall not . be used. 2.02 REMOVABLE METAL FORMS . A. Surfaces equal to Douglas fir, exterior type, concrete form plywood. 2.03 FORM LINER . A. Produce :lUrfaces equal to those obtained with wood forms. I 2.04 FORM TIES A. Type leaving no metal within I" of fmished surface after removal of forms. ,- '. ....- I B. Form tie.!, left in walls shall have waterstop washers and shall be fitted with r~movable cone on each side of wall to form I" diameter by I" deep recess for patching mortar. -, -. . , ' _. . - - . ," , I . C.ONCRETE FORMWORK 1347401 I Page 2 - SECTION 03100 wp956 . 2.0S FORM COATING A. Wood forms: Nonstaining mineral oil or commercially produced form-release agent that will not I bond with, stain, or adversely affect concrete surfaces and curing, and will not impair bond or adhesion of subsequent treatment of concrete surfaces. B. Metal forms: Treat surfaces as recommended by manufacturer before placing reinforcing. . C. Form liners: Treat surfaces as specified for wood forms or as recommended by manufacturer. D. Secure to formwork. I PART 3 EXECUTION I 3.01 INSPECTION A. Verify accurate conformance to required lines, levels, and measurements. I B. Ensure form ties, wales, bracing, and anchorages are properly placed and constructed. C. Ensure proper bracing and reinforcement at points of application of construction loads, concrete . dump points and temporary nonuniform load applications. 3.02 FORM CONSTRUCTION I A. Forms shall be strong, straight, adequately hraced and securely fastened. Fit and secure to Rreceding work to assure completed surface free from irregularities and offsets. . B.. .,Minimize form joints. Arrange exposed joints symmetrically. Malee joints tight to prevent mortar . -leakage: C. -'Reuse form material only if clean and undamaged. I , ) D. Arrange and assemble formwork to permit dismantling and stripping, so that concrete is not , II - . damaged during its removal. E. Arrange forms to allow stripping without removal of principal shores, where required to remain in- place. I F. Provide bracing to ensure stability of formwork. Strengthen form work at points of application of I construction loads. I I G. Support form facing materials with structural members spaced sufficiently close to prevent deflection. . 1. Fit forms placed in successive units for continuous surfaces to obtain accurate alignment, flush joints and within allowable tolerances. 2. Provide camber in formwork as required for anticipated deflections due to weight and pressures of fresh concrete and construction loads for long span form members. . H. ~er trrent: Q I.. F~_ xposed corners to produce smooth, solid, unbroken lines, except as otherwise shown. I 2!i2 ProYIde chamfer at exposed external comers and edges, accurately form and surface to produce P~'L~ ~ ui1if~y straight lines and tight edge joints. Extend terminal edges to required limit and miter ='l cliiiinfer strips at changes in direction. = I: COD~..",led corners may be formed square. I I'.&. co =<t w uS: u.. 0 co - I O'l - . 1347401 CONC.RF.TE FORMWORK I wp956 SECTION 03100 - Page 3 I. Provid(, openings and recesses required for Work under this contract. Provide openings and recesses required by others at no additional cost to OWNER if so instructed before placing concrete. . J. Provid(: temporary ports in formwork to facilitate cleaning and inspection. Locate openings at bottom of forms to allow flushing water to drain. Close ports with tight fitting panels, flush with I inside face of forms, neatly fitted so that joints will not be apparent in exposed concrete surfaces. K. Retighten forms immediately before concrete placement as required to eliminate concrete paste lealcs. I L. Set forms and screeds for floors and slabs to provide uniform slope to drains and positive drainage ofslabs. I 3.03 APPLICATION OF FORM COATING A. Apply form coating on formwork in accordance with manufacturer's instructions. Apply prior to placing reinforcing steel, anchoring devices, and embedded items. . B. Do not apply form coating where concrete surfaces are scheduled to receive additional concrete or finishes which may be affected by agent. . C. Forms to be left in-place may be soalced with clean water instead of coating immediately before placing of concrete, except that in cold weather with probable freezing temperatures coating shall be . mandatory . ...0 D. Surplus coating on form surfaces and coating on reinforcing steel and construction joint€,Spall be removed prior to placing concrete. ~ n r") <=ifil . )>::4 OJ == 3.04 CLEANING n--< ::. F ::4n ~ A. Clean forms to remove foreign matter as erection proceeds. -<:r" ~ . rn 0 . C;;o ...0 B. Ensure that water and debris drain to exterior through clean-out ports. ::;E:;I::: .. c.n )> -' . C. During wid weather, remove ice and snow from forms. Do not use de-icing salts. Do not use water to clean out completed forms. Unless formwork and construction proceed within heated enclosure, use compressed air to remove foreign matter. I 3.05 FORM REMOVAL r' -. <..C: A. Minimum time before removal after placing concrete, unless permitted otherwise: ~ . So; I 1. Footings: 24 hours. . . ~ . 2. Walls: 48 hours (24 hours for metal,lined forms). - 3. Self-supported beams and slabs: 14 days. - . - . 4. Time specified above represents cumulative time during which temperature of concrete is maintained above 500F and concrete does not have set controlling admixtures'. ',' .' . B. Reduce .removal time by half for high-early-strength cement concrete. . . C. In any event, do not remove supporting forms and shoring until concrete has acquired sufficient strength to safely support own weight plus construction loads. For early form removal, concrete I strength shall be demonstrated by job cured concrete specimens provided in addition to those required for concrete control. Remove specimen from molds within 24 hours and provide same cure as in-pla.ce concrete. Test one specimen for each 300 sq ft of surface area prior to removal of forms. I I CONC.RETE FORMWORK 1347401 . Page 4 - SECTION 03100 wp956 I D. Talce care when removing forms that concrete is not marred or gouged and that corners are true, sharp and unbroken. Cut-off nails flush, leave surface, clean and smooth. Cut back tie wires and nails in exposed concrete surfaces at least I". Remove rod and cone ties and separators or similar . devices and pull inward away from finished surfaces. E. Reshoring: Conform to requirements of Sections 4.5, 4.6 and 4.7, ACI 301. I END OF SECTION I) K. C. Turner I 2) L. D. Badtram I . . . - I - . - I , . - ' . . 0 I 0 ~ 8 :::.;:S: 0 e:::c:> ~ ::r: w- I ca: ...J": =='l Of- - >-u - = =4: U" CD w u3: . u- 0 ro - 0'\ . I . I ,- I 13474 01 C.ONC.RETE REINFORCEMENT . wp956 SECTION 03200 - Page I PART I GENERAL . 1.01 SECTION INCLUDES A. Reinforcing steel for concrete. . B. Supports, and ties for reinforcement. I 1.02 SUBMmALS A. Shop Drawings for reinforcing steel. . B. Tests or certificates of compliance for each 100 tons of each bar size of reinforcing steel supplied under each material specified. C. Mill test reports on reinforcing requiring welding. . D. Shop Drawings will be reviewed by ENGINEER for conformance to reinforcing bar material, size, and spacing only. I 1.03 QUALITY ASSURANCE I A. Perform concrete reinforcement work in accordance with CRSI Manual of Standard Practice, and Documents 63 and 65. B. Conform to ACI 117, 301, and 315. I 1.04 MEASUREMENT AND PAYMENT I A. If quantities of following items are changed from those required by Contract Documents, Contract Price will be adjusted on basis of unit adjustment price set forth in Agreement. 1. Reinforcing Bar, pound; (Lb): Unit adjustment price includes all work in connection with I furnishing and installing. Pounds of reinforcing bar defined as theoretical weight of various sizes and lengths of bars shown on fabricator's Shop Drawings. Quantities will be oreviewed by ENGINEER. 0 ~ ::En rrI "liIl I PART 2 PRODUCTS )>::; ::: = n-< - F 2.01 MATERIALS ....-I{"') PII ,-<r > :",m ::I:: ~ I A. Bars: ASTM A615, A616 or A6l7, Grade 60 deformed bars. 0::0 'B :::E;:>::; ):>- U1 B. Mechanical splices: Conform to ACI 318; develop 125% of yield strength of reinforceq1eht without . damaging concrete. < 2.02 ACCESSORY MATERIALS , . , . A. Tie wire: Minimum 16-gage annealed type or acceptable patented system. - -. , . . B. Chairs, bolsters, bar supports, spacers: Sized and shaped for strength and support of reinforcement I during installation and placement of concrete, including load bearing pad on bot12m to prevent subgrade penetration. . C. Chairs, bolsters, bar supports, spacers adjacent to exposed concrete surfaces: Plastic coated type; . sized and shaped for strength and support of reinforcement during installation and placement of concrete. I CONCRETE REINFORCEMENT 13474 01 I Page 2 - SECTION 03200 wp956 . 2.03 FABRICATION A. Fabricate in accordance with ACI 315, providing concrete cover shown. Bend rail steel bars in I fabricating shop only. B. Locate reinforcing splices not indicated on Drawings at points of minimum stress. Indicate location . of splices on Shop Drawings. C. Weld reinforcing bars only where shown or specifically authorized by ENGINEER in accordance I with AWS D1.4. D. Mechanical splices where used shall be staggered at least 40 bar diameters with not more than 50% . ofsplices in I plane. 1. Mechanical splice may be used instead of lap splice and shall develop at least 125% of yield strength of bar in tension and shall develop ultimate strength of bar in compression. . 2. Mechanical splices shall not be introduced at bottoms of walls, corners of walls, top bars over supports of beams, bottom bars midway between supports of beams or other locations of high stress in bar. Where splice locations are desired where not shown, CONTRACTOR shall specifically request ENGINEER's review of splice type and location prior to fabrication of I reinforcement. PART 3 EXECUTION 3.01 INSTALLATION . A. Remove scale, loose flaky rust, dirt, grease, curing compound, and other coatings which would 'I impair bond. B. Install slab reinforcing bars in correct position by use of preformed bolsters and spacers, except I concrete blocks may be used to position bars in concrete placed on soil. Concrete blocks shall be of same strength concrete as concrete pour. C. Space bars properly and tie securely in position before placing concrete. Tack welding to keep I reinforcing in place is not permitted. , . END OF SECTION , . I - I) K. c: Turner 2) L. D'. Badtrapl -' I '. : " en Ln 4: 10 if, :.::::;J: . 0:::0 I!1J :c w- ...: -'>= .dJ (.) I- - I = - >-u b&, co t:4: l.U u;:;: u- 0 CD - I 0"> . I I 1347401 CAST-IN-PJ.AC.E CONCRETE I wp956 SECTION 03300 - Page I PART 1 GENERAL . 1.01 SECTION INCLUDES ~ A. Cast-in-place concrete and miscellaneous materials. c:> ...., <=;1"1 .' :'iES? g uu 1.02 QUALITY ASSURANCE ~~ = F ....-In Il97'1 A. Perform Work in accordance with ACI 117 and 301. -<:, ~ 6". I . rn l\"9; -::0 __ B. Maintain copy of ACI 117,301 and SP-15 in field office at all times. ~^ 'Po )> U1 -.I . C. OWNER will retain and pay for services of independent testing laboratory, except as specified. Responsibility of testing laboratory will include: I. Concrete fine and coarse aggregate material sampling and testing; test materials prior to start of construction. . 2. Obtaining, making and transporting field samples of concrete and grout for testing. 3. Material tests during construction: a. Fine and coarse aggregate tests, except gradation. I' b. Concrete and grout strength tests. c. Concrete slump tests. d. Concrete air content tests. . 4. Tests on in'place concrete or concrete cores to verify concrete strength where tests on concrete cylinders indicate insufficient strength. Costs for these tests shall be borne by CONTRACTOR. 5. Applicable testing shall be performed as specified under article "Tests". 6. Provide reports to ENGINEER and OWNER, as Work progresses, giving information on I,' mat~'Tials and testing performed, dates and placement description. 7. Reports shall indicate whether or not materials meet specifications. 8. Bind reports in one volume at end of Project and give 2 copies each to ENGINEER and OW- NER. I 9. Laboratory shall stamp each report or certificate stating whether or not test results indicate mawrials comply with specifications. . D. CONTRACTOR shall retain services of qualified independent testing laboratory with following responsibilities: 1. Testing of trial batches for concrete mixes as specified under article "Tests". II 2. Performing gradation tests of aggregates as specified under article "Tests by OWNER's r - Laboratory. " . . . 3. Provide reports to ENGINEER and OWNER giving information on materials, design mixes and I testing performed. - ' 'I 4. Reports shall indicate whether or not compressive strengths meet specifications. .' I 5. Bind reports in one volume and give I copy each to ENGINEER and OWNER. . ! I 1.03 SUBMmALS ' I A. Samples of concrete aggregates for testing by OWNER's testing laboratory. CONTRA~TOR shall I coordinate with OWNER's testing laboratory to ensure sufficient quantities of material are provided . for testing. I. Coordinate with testing laboratory to allow sufficient time for testing prior to initial concrete I placl:ment. Do not proceed with concrete placement until testing laboratory has confirmed I 1- acceptability of material. 2. OWNER's laboratory will perform tests ENGINEER considers applicable on I sample of each aggr'~gate size from I source at no cost to CONTRACTOR. If CONTRACTOR requires tests from more than I source, CONTRACTOR shall pay for such testing. Material taken from a . ' different location in quarry will be considered a change in source. I -- CAST-IN-PLACE CONC.RETE 13474 OJ I Page 2 ' SECTION 03300 wp956 . B. CONTRACTOR supplied tests or manufacturer's certificates of compliance with standards specitied prior to commencing concrete placement for: . 1.. Cement: From each car from which cement will be used. 2.: Fly ash: From each separate shipment from which fly ash is being used. 3. CONTRACTOR and supplier tests available on aggregates. C. CONTRACTOR's testing laboratory reports required prior to commencing concrete placement for . ~ch concrete mix: 1. Proposed concrete design mixes; data shall include list and quantities of all ingredients and mix slump and air content. . 2. TestS on concrete cylinders taken from trial batches of proposed mixes. 3. Aggregate gradation for each 200 tons of each size aggregate. D. List of admixtures, joint fillers, sealants, sealers, waterstops, curing agents, surface finish materials, . grout and other manufactured materials. Furnish manufacturer's literature and written recommenda- tions for products furnished as equal to that specified or to meet performance requirements. . E. Laboratory shall stamp each report or certificate stating whether or not test results indicate materials comply with specifications. 1.04 STORAGE OF MATERIALS I A. Cement: Keep clean, dry, and free from weather damage. . B. Aggregates: Stockpile each gradation separately on clean, noncontaminating surface. 1.05 TESTS BY CONTRACTOR I A. Proposed concrete design mix tests: Each proposed concrete design mix shall be established in strict accordance with ACI 31S by either of the following methods: I 1. Proportioning on the basis of field experience. 2. Proportioning on the basis of trial mixture. 3. Gradation tests of aggregates as specified under article "Tests by OWNER's Laboratory." I 1.06 TESTS BY OWNER'S LABORATORY A. d'oncrete strength tests: I UP. COlliply with ASTM C39 for testing and ASTM C31 or CI92 for preparation of cylinders. 0 ~. ~@1 tests: Sample in accordance with ASTM CI72; make and test 3 cylinders from each l\l,g z: lSaIIIJlle on basis of not less than: ' I co: ~~e sample from each day's placement for each class of concrete. ~ = >I;).,d)ne sample from each 150 cu yd. = ~~ne sample for each 5,000 sq ft of surface area for slabs or walls. t&, l:C LU 'd.3:For a given class of concrete, if frequency of testing specified above would provide less . lL. co ~an 5 samples, sample at least 5 randomly selected batches or each batch if 5 batches or en fewer are required. 3. Cylinders shall be laboratory cured. Test I laboratory cured cylinder at 7 days and other 2 at . 2S days for average strength. 4. If tests indicate deficient strength, as defined by ACI 31S immediately adjust mix to increase average of subsequent test results and, when directed, carry out drilled core testing, ASTM C42 - and/or load tests required to establish that load-carrying capacity of structure is not jeopardized. If concrete fails to meet structural design requirements, promptly remove and replace or reinforce as required by ENGINEER to satisfy design requirements. Testing and remedial . work shall be at no additional cost to OWNER. II I 13474 OJ CAST-IN-PLACE CONCRETE I wp956 SECTION 03300 - Page 3 B. Slump tests: . 1. Test each batch as delivered; comply with ASTM CI72 and C143. 2. If slump does not meet Specifications, promptly remove batch from Work and dispose of off- site at location selected by CONTRACTOR. Under no circumstances is water to be added to I batch in excess of maximum specified water/cement ratio. C. Air content tests: 1. Sample on basis specified above for field strength tests. . 2. Determine air content by pressure method; comply with ASTM C231. 3. If air content does not meet Specifications, remove deficient concrete from Work. I D. Aggregate tests: 1. Comply with ASTM C33 for deleterious substances, soundness, abrasion, and specific gravity. 2. Test for each size aggregate prior to commencing concrete placement. . a. Gradation: Each 200 tons. b. Deleterious substances, soundness, abrasion, and specitic gravity: Each change in source from which aggregate is taken. I c. Change in strata will be considered a change in source. E. Grout strength tests: I 1. Comply with ASTM C39 and CI92 for preparation of 2" round specimens. 2. Sample (2 cylinders from each sample) and test on basis of: a. One sample taken and tested prior to placement for each type and strength of grout. . b. One sample for each day's placement for each type and strength or for each 3 cu ft of grout placed whichever provides most number of samples. 3. Cylinders shall be laboratory cured. I 4. Test I cylinder at 4 days and one cylinder at 14 days. 5. Premixed manufacturer's grouts shall not be tested when used in accordance with manufac- tun~r's recommendations. . F. When ambient temperature during coldest period of day falls below 50 "F, cure I strength test cylinder on site under same conditions as concrete it repreSents for elevated slabs. Test cylinder to I confirm adequate strength prior to removal of forms, shoring and bracing or loading of concrete. 1.07 MEASUREMENT AND PAYMENT I A. If quantity of following item is changed from that required by Contract Documents, Contract Price will be adjusted on basis of unit adjustment prices set forth in Agreement. II 1. Concrete, cubic yard; (CY): Unit adjustment price includes labor, equipment, materials, tests, placing, forming, vapor barrier, waterstops, joint fillers and sealers, finishing, curing, installa- tion of embedded items, and incidental work necessary for concrete construction, Unit adjust- ment price does not include reinforcing steel. . 2. Cubic yards of concrete defined as volume contained within lines of foundation or structure shown on Drawings or measured in field. No reductions will be made for pipe opeliings or I blockouts, etc., less than I cu ft in volume. c:> ;i; :::ED fTl "li';j l"'- c:I -t ~ ~ n-< - Ii" -. -in :P ~Ttl . -<r . fT1 :l:: a 5:::0 ~ ::EA ;po ;<.n I ....J CAST-IN-PLAC.E CONCRETE 1347401 I Page 4 - SECTION 03300 wp956 I PART 2 PRODUCTS 2.01 CEMENT . A. Portland cement: ASTM C150, Type II. B. White cement: Nonstaining, ASTM C150, Type I. I C. Use only I brand of each type of cement unless otherwise accepted in writing by ENGINEER. I 2.02 AGGREGATE A. Regular aggregate: Strong, durable, well-graded minerals conforming to ASTM C33, Class 4S . i requirements for grading, deleterious substances, soundness, abrasion, and specific gravity. I B. Aggregates not conforming exactly to above specifications may be used provided: . 1. Special tests or actual service establish that such aggregates will produce concrete of qual ity specified. I 2. An Addendum to Specifications is issued prior to receipt of Bids; no deviations will be permitted after receipt of Bids. C. Coarse aggregate: I 1. 1-1/2" to No.4: Use for all concrete unless specified otherwise. 2. 3/4" to No.4: Use for slabs and thin sections and areas where clear spacing between . reinforcing bars is less than 3" . 3. 3/S" to No.4: Use for slabs and thin sections and areas where clear spacing between reinforcing bars is less than 1-1/2". I 2.03 WATER A. Clean, fresh, free from injurious amounts of oil, alkali, acid, salts, organic materials, or other . substances that may be deleterious to concrete or steel. 2.04 ADMIXTURES I A. Water-reducing and set-controlling admixture, ASTM C494, as required. Use for all concrete. B. Air entraining agent, ASTM C260. Use in accordance with manufacturer's recommendations. Use I for all concrete. C. Fly ash: I 1. Conform to ASTM C618. 2. Fly ash for total Project shall be obtained from single source. . ~3. Qancrete mixes shall be designed to include fly ash in amount of approximately 15% to 20% of 0' a..: ~ent by weight. x:4. ~y be used at CONTRACTOR's option for all concrete. I ll;J c;o; --I:>" .d -. UI-' - >-u == c:i t:4: rJl_ 4J u3: . '+ c:> 0:> . 0'> I I CAST-IN-PLACE CONC.RETE B474 01 I wp956 SECTION 03300 - Page 5 2.05 CONCRETE DESIGN AND USE I A. Strength classifications: I Required Average Compressive Compressive Class Strenl!th. f c Strenl!th I A 4.000 osi 5 200 osi B 2 500 os! 3.000 nsi . B. A verag(' compressive strengths: Produce concrete of average strengths noted above unless test results substantiate a lower permissible average strength based on standard deviation criteria set . forth in ACI 318. I C. Concrete use: il 1. Class A: Use for all concrete unless specified otherwise. 2. Class B: Use for fill concrete and thrust blocks. II D. Maximum water/cement ratio: 0.48 by weight for Class A and 0.52 by weight for Class B. Where pozzolan fly ash is used, water (cement plus cementitious materials) ratio shall not exceed preceding. I E. Air entrainment: Concrete shall contain entrained air within following limits. . Nominal Maximum Total Air Size of Coarse Content, Percent Al!l!rel!ate In. Bv Volume u:;J CD Cl -rt 4f3 . 3/8" 6 to 10 -::.t;? Gl -- )>....-1 = n-< - r 3/4" 4 to 8 - I ....-10 m I" 3.5 to 6.5 -<r' :x>> - Tn :z 0 -::0 'P. C:>;;ll; 1-1/2" 3 t06 ::;;: c.n . )> -1 I . t . , . , . I . - : ~ . - - ,- -- I . - . I CAST-IN-PJ.AC.E CONCRETE 13474 OJ . Page 6 - SECTION 03300 wp956 I F. Workability: 1. Proportions of concrete shall produce a mixture, suited to placement methods, which will work readily into corners and angles of forms and around reinforcement and embedded items. I Segregation of materials or free water will not be permitted. 2. Slump of concrete: Use minimum practical; vary within limits given to suit placement conditions; in no case is slump to be increased by addition of water in excess of design mix I quantity: Type of Construction Slump, in. * . Minimum Maximum Walls 3 5 . Sidewalks drivewavs streets and slabs-on-Irrade 2 4 All other concrete 2 5 . *Slump before addition of high-range, water-reducing admixture. Maximum slump with addition of I high-range, water-reducing admixture shall not exceed 9". 2.06 MEASURING . A. Ingredients: 1. Cement: By weight or bag. . 2. Aggregate: By weight. 3. Water: By weight or volume. B. Equipment: Must provide easy, accurate control, and easy checking. . 2.07, MIXING . A:,':Mixer:i Mechanical batch type; minimum capacity, 'h cu yd. B. 'MinimjJm time: One minute after all ingredients are in mixer for mixers up to I cu yd capacity; I .' increalfe 15 seconds for each additional 'h cu yd capacity. Mix until mass is homogeneous and - . uniforfn in color. . C. Mixing equipment must be clean before using. 2.0S READY-MIX CONCRETE I A. May be used if concrete provided meets requirements of concrete specified and if concrete is dilrnished by an established, approved plant. Ready-mix plant and equipment shall be certified in . ~cordlliWe with NRMCA QC 3. .. ~~ ~ (J'\ ero ~JL~. ;Bquit~t and methods: Conform to ASTM C94. . dJ wI- - >-0 = - ~ CD !::< . w US: w- e;) co 0"1 I . 13474 01 CAST-IN-PLAC.E CONCRETE I wp956 SECTION 03300 - Page 7 2.09 WATERSTOPS I A. Polyvinyl chloride: 1. FS CRD-D-S72: Greenstreak; W. R. Meadows, Inc.; Vinylex Corp.; or equal. I 2. Size: 7" wide, S/16" minimum thickness. 3. Minimum 1,7S0 psi tensile strength; -SI of to + 1,7S0oF working temperature range. B. Bentonite: I 1. "Waterstop'RX Cold Joint Water Stop, Volclay Waterproofing Systems" by American Colloid Company. 2. Size: I" x 3/4" . 3. Use: Where shown. 2.10 CURING MATERIALS . A. Liquid membrane-forming compound: I. ASTM C309, Type I, VOC compliant with local and state regulations, with fugitive dye, . except Type 2 with white pigment for surfaces exposed to direct rays of sun. 2. Do not use compounds containing wax, oil, resin, varnish, or other bases that will prevent bonding of finishes such as floor coverings, tile, separate wearing course, additional concrete, I paint, and similar applied finishes. 3. Use for curing at CONTRACTOR's option except where specifically excluded. I B. Plastic film: 1. Polyethylene plastic film, white, nonstaining, conforming to ASTM D2103. 2. Minimum 6-mil thickness. . 3. Use for curing at CONTRACTOR's option except where specifically excluded. C. Absorptive mat: I 1. Cotton fabric, burlap fabric, or burlap-polyethylene material woven or bonded to prevent separation. 2. Material shall be clean and nondetrimental to concrete or finish. I 3. Use for curing at CONTRACTOR's option. 2.11 GROUT . A. Regular grout: 1. One part portland cement to 3 parts fine aggregate with sufficient water to maintain adequate . workability. Substitute white cement for normal portland cement to match color ofoojacent - CD conerete. 0 ..., 2. Minimum strength: 4,000 psi at 28 days. ~s::? g lid 3. Use for patching. n~ -; = . =4(-" , r= B. Nonshrink grout: ~::;; ~-. m 1. Acceptable products: o~ \D YJ . a. "Five Star Grout" by U. S. Grout Corporation. ~ ;;, , b. "Masterflow 713 Grout" by Master Builders. : -"J: c. "Sealtight 588 Grout" by W. R. Meadows, Inc. . , . d. "Crystex" by L & M Construction Chemicals, Inc. , - 2. Nonmetallic and free of chloride, gypsum or corrosive-type materials. I -, CAST-IN-PLAC.E CONCRETE 13474 OJ I Page 8 - SECTION 03300 wp956 I 3. Minimum strength: 6,000 psi at 28 days. 4. Use for grouting where shown. I 2.12 BONDING AGENTS A. Polymer bonding agent: I 1. "Weldcrete" by Larsen Products Corporation; "Intralok" by W. R. Meadows, or equal. 2. Use to bond surfaces of existing concrete to new concrete and to coat concrete construction joints. I 2.13 JOINT SEALANT A. Horizontal joints: .Sonolastic SL2" 2-component polyurethane base by Sonneborn Division of . ChemRex, Inc.; or equal. B. Backing rod: . 1. Type: .Sonolastic Closed Cell Backer-Rod", round preformed, closed-cell polyethylene rod by Sonneborn Division of ChemRex, Inc.; or equal. . 2. Diameter: Manufacturer's recommendations for joint width. 3. Use for proper depth control of sealant. PART 3 EXECUTION I 3.01 INSPECTION I A. Verify reinforcement, anchorages, plates, edge materials, inserts, waterstops, and other items to be cast in concrete are properly placed and secured. . B. Verify openings, recesses, and similar variations to concrete shape are formed and secured. C. Verify concrete may be placed without resulting in voids and honeycomb areas. Make provisions I for release of trapped air. D. Verify forms are securely braced and tied. I E. Verify elevations and dimensions are accurate. . 3.02 PREPARATION , A., installli~er where shown or specified. . , 'Ba-i Remove lairance from previously placed or existing concrete. Thoroughly clean surface and apply .. d. . ~ ~o~!,!)g~agent. C1':c::o. ~ c~G:Ieah;t!'einforcing steel and other embedded items. J . UI-: . J D.~ro~~for transport and placement of materials. == 0:> - tJk u"" . u.J ~ - E. Ul'rovid80r adequate means and equipment to consolidate concrete. Standby vibrators or other . ~nsolidation equipment shall be on-site in case of equipment malfunction. I I 1347401 C.AST-IN-PLACE CONCRETE I wp956 SECTiON 03300 . Page 9 F. Dampen subgrades and forms. . G. Thaw subgrade, forms, and embedded items. . 3.03 PLACING CONCRETE A. Clean transporting equipment, reinforcing, and embedded items before placing concrete. Remove I water and debris from places to be occupied by concrete. B. Place no concrete until forms, reinforcing, and embedded items have been verified as adequately . supported and accurately placed and reinforcing steel placement has been checked by ENGINEER. Place no concrete over water-covered, muddy, or frozen soil. . C. Immediately prior to placing concrete for walls, place minimum 2" depth of cement-sand paste in bottom of wall forms. . D. Where conditions make placement or consolidation difficult or where reinforcement is congested, batches of mortar containing same proportions of cement, sand, and water as used in concrete shall be deposited in forms around congestion immediately prior to concrete placement to avoid I segregation induced "honeycomb." _ g5 I ed' I h'l th d I' b ~,,!3 eJld E. mm late y remove concrete were water, SOl s, or 0 er e etenous su stances ''Z:l?ermrtl 0. I mix with concrete; form or embedded item movement occurs; or inadequate consoUdatioiiJs F obtained. =:{p p \fif\1 -:<f'T1 ::x:: '0 I F. Hot weather concreting: ~ ~ 'P. l. Applies to concrete placed when ambient temperature exceeds 8soF. ~ ~ 2. Conform to ACI 30SR recommendations and requirements in addition to requirements of I Contract Documents. 3. Cool forms and embedded items to below 900F by use of waterspray immediately prior to concrete placement. . 4. Keep subgrade continuously wet for 24 hours prior to concrete placement. 5. Provide shading to reduce temperature of forms, embedded items, and handling equipment and protect concrete. 6. Provide wind breaks to protect concrete from rapid setting and moisture evaporation. . G. Cold weather concreting: 1. Applies to concrete placed when ambient temperature is below 40oF. . 2. Conform to ACI 306R recommendations and requirements in addition to requirements of Conltact Documents. 3. Thaw' subgrade, forms, and embedded items to remove frost and obtain temperature above . freezing prior to and maintain above freezing for at least 7 days after placemel!t of concrete. 4. Maintain minimum concrete temperature above 5soF for 72 hours after placing. Mai(ltain concrete temperature above 32 OF for 5 additional days. Use no salt or chemicals to ~revent . freezing. . 5. If temporary heating facilities used are of type which produce an atmospheric conditl2!1 of high carbon dioxide content, seal off concrete in such manner that no damage will' result to-concrete . surfal:e. - " I - - CAST,IN-PI.ACE CONCRETE 1347401 I Page 10 - SECTION 03300 wp956 I H. Employ best industry practices to prevent segregation during placing. Do not drop concrete more than 5'. Place in layers approximately 18" deep. I. Place concrete continuously in each section until completed. Permit not more than 30 minutes . between depositing adjacent layers of concrete within each section, unless an acceptable set retarder is used in concrete mix. . J. Thoroughly compact, puddle, and vibrate concrete into corners and around reinforcing and embedded items. Use internal vibration where size of section permits. I K. Maintain concrete temperature between 500F and 800F while placing except as specified for hot and cold weather concreting. . L. Place sections of concrete in sequence which eliminates shrinkage effects to greatest extent practicable. I M. Immediately following both placement and form removal, thoroughly clean up concrete spatter, lealcage, and spills. . N. .Protect concrete from injury due to sun, cold weather, running water, construction operations, and oilier causes until properly cured. I 3.04 PUMPED CONCRETE .- . ~ - I A. .Conform to ACI 304R and 304.2R recommendations and requirements. . ' . ' B.. 'Aluminum materials shall not be used in contact with fresh concrete. . I C. Provide design mix specifically suited to pumping. D. Provide back-up for each component of system. I E. Provide special mix or mortar to lubricate transport line at beginning of each placement. . F. Provide for transport line cooling when ambient temperature exceeds 850F and heating when ambient temperature is less than 32"F. 3.05 CONSTRUCTION JOINTS . A. Install only where shown or where specifically permitted. I B. Provide keyway 1-112" deep covering approximately 1/3 area of construction joint, unless shown 0' othe~ise. . U") ::;.- .. ~;;,;.;;oo' o C!' In~aterstop where shown. U:J ~ .....l~ . ~.....t..- .dl D......Lo ai where not shown: == -I.;:C NTRACTOR shall locate joints using the following guide for ENGINEER's review. \:b e:\z. t.:Near center of self,supported slabs, beams, and girders unless beam intersects girder at this I :;; p@kt, in which case joints in girders shall be offset a distance equal to twice beam width. ~ I I 1347401 CAST-IN-PLAC.E C.ONCRETE I wp956 SECTION 03300 - Page II 3. Underside of deepest beam at walls and piers. 4. At other places least likely to impair strength and appearance. . 5. Provide additional shear reinforcement where requested by ENGINEER. 6. Maximum pour unit shall be less than 50' in any dimension unless specified otherwise. . E. Delay of at least 2 hours or until concrete is no longer plastic, shall occur after placing concrete for walls before placing concrete for slabs or beams supported thereon. . F. Place be.arDS, brackets, and haunches monolithically with floor or wall system, unless shown otherwise. I G. Keep exposed horizontal construction joints level and straight by attaching wood strip to inside of form. Place concrete to level 1/2" above bottom of strip. Remove strip within 2 hours after placing concrete and repair irregularities in joint. I ..0 3.06 EMBEDDED ITEMS <Xl C; -... ~ ~(") g I A. Install items required under this contract to be embedded in concrete. Install itenIs'requiced by? others for embedding in concrete, if so instructed before placing concrete. S?,-<' - m ....-I~ >>' f" I B. Fasten embedded items securely in proper position before placing concrete. ::~ ~ a Cl;>:: .. ~ cJ1 C. Pipe through walls: Keyed blockout permitted instead of placing pipe or fitting in'iKiur. G<<lut pipe I or fitting in place with nonshrink grout. D. Before placing concrete, pipe sleeves around anchor bolts shall be free of water and temporarily I plugged by welding metal cap over top of pipe sleeve. Calk junction of metal cap and anchor bolt with sealant. Temporary cap shall be completely airtight. Remove metal cap after danger of water entering sleeve and freezing is past or immediately prior to installation of material utilizing anchor . bolt. E. Conduit or pipe embedded in slabs or walls: 1. Material: Uncoated or galvanized steel or iron clean and free from rust; minimum thickness I equal to standard weight pipe unless specified otherwise. 2. Siz(,: 1/3 wall or slab thickness maximum outside diameter. 3. Locate in center of slab or wall and space not closer than 3 diameters on center; locate to avoid . impairing strength of concrete. 4. Coordinate placing of reinforcing with conduit or pipe location. Do not cut reinforcing to clear conduit or pipe. r I . F. Aluminum items shall not be embedded in concrete. Where aluminum projects into or rejits against surface of concrete, coat surfaces of aluminum to prevent direct contact with con~rete. I - - G. Provide plastic liner on interior surfaces of walls, undersides of slabs, and surfaces of wall and slab penetrations in direct contact with wastewater, unless shown otherwise. Refer to Section 06620. . , 3.07 WATERSTOPS " I A. Hold securely in proper position by tying with wire, clamping between members, or other method to prevent waterstop from being moved out of position or bent over due to placement of concrete. I CAST-IN-PLACE CONCRETE 1347401 I Page 12 - SECTION 03300 wp956 I B. Join ends by heat sealing in accordance with manufacturer's recommendations. 3.0S BENTONITE WATERSTOP . A. Clean joint surfaces to remove dirt, oil, grease, wax, and loose concrete and laitance. . B. Grind irregular surfaces to remove honeycomb or spalled areas. C. Remove water and allow concrete to become surface dry. . D. Apply waterseal directly to joint using primer or cut nails as required to securely adhere material to I concrete surface. E. Butt ends together at ends of coils and at intersections to keep continuous. Do not overlap material, I - F. Waterseal contacted by water prior to placing concrete shall be removed and replaced with new - ,waterseal if there is any evidence of swelling of material. I 3.09 GROUTING A:. Roughen concrete surfaces by light chipping to remove laitance to approximately 1/4". Do not I - expose reinforcing steel. B. Remove materials which might interfere with bond; prepare surfaces in strict conformance to I manufacturer's instructions. C. To facilitate cleanup, mask adjacent surfaces of equipment and concrete with masking tape or paste I wax. D. Provide formwork as required. . E. Mix, place, and cure grout as specified for concrete. F. Minimum thickness: I" unless specified otherwise. I G. Remove shims and leveling bolts after grout is placed. Fill shim voids with grout. . 3.10 FImSHING .... ~3= I OA.~la~~: I\J.Jl ""1. d~p concrete to force coarse aggregate down from surface. d -2.:;S.~ with straightedge, eliminate high and low places, bring surface to required finish . = ~ ;e1e'@tions; slope uniformly to drains. [',&. ~. q;)~ing of surface with dry cement or sand during finishing processes not permitted. c.4. Apply surface materials in accordance with manufacturer's instructions during or after tinishing. . <=5'. Finish surfaces within following tolerances in accordance with ACI 117: a. Slabs: 5/16" in 10'. b. Sidewalk: 1/2" in 10'. I c. Top surfaces of structures other than slabs: In acCordance with ACI 117. 6. Float finish: a. Float surface to true, even plane. t b. Float second time to uniform finish with wood or cork float; use edger on exposed edges. I 1347401 CAST-IN-PLACE C.ONCRETE I wp956 SECTION 03300 - Page 13 c. Use on horiwntal surfaces unless specified otherwise. I 7. Roughened finish: a. Float surface to true, even plane. b. Roughen surface with rake or stiff broom to minimum depth of 1/4". c. Use on surfaces to receive additional concrete or grout. il 8. Broomed or belted finish: a. Float surface to true, even plane. II b. Steel trowel to smooth, uniform surface. c. Broom with fiber brush or drag burlap belt across surface in direction transverse to traffic flow. d. Use on permanently exposed slabs and sidewalks. I B. Formed surfaces: 1. Remove fins, projections, and loose material. I 2. Clean surfaces of form oil. " - 3. Patch honeycomb, aggregate pockets, voids, and holes as follows: a. Chip out until sound concrete is exposed to minimum depth of I " . . b. Prepare patching mortar with approximately 2 partS normal portland cement, o~ait white cement, 9 partS fine aggregate; vary proportions of cement as necessary ~ matc 'olor of adjacent concrete. :::E~ g .~ . c. Saturate surfaces with water and fill cavities with patching mortar. ;:;::! - F 4. Fill holes left by form ties with patching mortar. :::in - _ 5. Cure patches as specified for concrete. ;<~ 5' ij nil . o:xJ .0 0 3.11 CURING ~;;>; ;;, -J . A. Cure concrete; begin curing as soon as possible after placement of concrete. B. Use liquid membrane-forming compound curing for floor slabs except those to receive additional . concrete or grout; method of curing optional for other concrete. C. Plastic film curing: I 1. Danlpen surface of concrete and lay plastic film with minimum 6" side laps; tape side laps, 2. Hold film in place with lumber or use similar provisions to prevent exposure of concrete for 7 day!: after placing. I D. Water curing: 1. Keell concrete continuously wet for 7 days after placing. I 2. Use on concrete surfaces to receive additional concrete or grout and on other concrete surfaces not receiving compound or plastic film curing. 3. C1e<m, nonstaining absorptive mat may be used with water curing. . E. Cure grout and miscellaneous cementitious placements by one of specified methods. END OF SECTION . I) K. C. Turner 2) L. D. Badtram 3) M. M. Ramer I 4) C. L. Meyer I I 13474 01 MISCELLANEOUS METALS I wp956 SECTION 05990 . Page I PART I GENERAL . 1.01 SECTION INCLUDES A. Secondary aluminum and steel. I B. Anchor bolts. C. Mesh screen. . D. Expansion anchors. ..0 CD - -n E. Guardrails. 0 g "li1 I :liOn )>:::i = - \\' F. Self-closing gates. n-< - ::to fii'U I G. Ladders. -<:r 5' . rn V ;:;::0 ..0 :;;;;:><: ,- H. Aluminum hatch. <J1 )> ....J . I. Shop painting. 1.02 QUALITY ASSURANCE . A. Perform welding in accordance with AWS Dl.l "Structural Welding Code" and AWS 01.2 "Structural Welding Code - Aluminum," as applicable. . 1.03 SUBMITTAl.S . A. Shop Drawings for miscellaneous steel and aluminum. B. List of manufactured materials proposed, identifying manufacturer and type. . PART 2 PRODUCTS I 2.01 MATERIALS A. Secondar:1 steel plates and shapes: ASTM A36. Weld in conformance to requirements of A WS I D1.1. B. Secondary aluminum plates and shapes: Type 606l-T6, ASTM B209 or B2l1. Weld in I conformance to requirements of A WS D1.2 and AA "Specifications for Aluminum Structures. C. Stainless iiteel: ASTM A240 Type 316. I D. Galvanizing: ASTM A123. I - , E. Aluminum bolts: Anodized alloy 2024-T4. . . - - . .- - . . , . . I ------ ------ -- - --- --- - MTSCELLANEOTJS METAl S 13474 01 I Page 2 - SECTION 05990 wp956 2.02 ANCHOR BOLTS . A. Material: ASTM A307 or A36. . Provide anchor bolt assemblies where detailed on Drawings. B. C. Provide washers and heavy hexagon heads and nuts on anchor bolts unless specified otherwise. I D. Do not prime paint surfaces which are to be embedded in concrete. . 2.03 MESH SCREEN A. Type: Stainless steel hardware cloth. I B. ' Size: 114" diameter wire with I" clear openings. I l 2.04 EXPANSION ANCHORS A. Wedge-type with expanding cone. . B. Provide stainless steel where indicated on Drawings. . C. Size and locations: As shown or required for equipment installation. D. Manufacturer: "Wej,It" expansion anchor bolts, by Wej-It Expansion Products, Inc.; "Kwik,Bolt I II" or "HSL Heavy-Duty Sleeve Anchors" by Hilti; or equal. 2.05 ALUMINUM GUARDRAILS I A. Material: Aluminum Alloy 6063-T6, anodized. B. Use 1,112" Schedule 40 aluminum pipe for rails and 1-112" Schedule SO aluminum pipe for uprigbts. . C. Field connections: Field splice horizontal rails using 6" long, aluminum "Splice Lock Connectors" I by R & B Wagner, Inc., Butler, Wisconsin, or equal. D. Connections: Weld and grind smooth. Shop weld into as large sections as possible prior to . anodizing. E. Bend pipe at comers; do not miter pipe. I 2.06 SELF-CLOSING GATES A. ~e: Ptefabricated, anodized aluminum gate with stainless steel spring to automatically close gate; Ii o ~"higj9y required length. 0:_ Ii ~ :t: w~ UB. 'Manufii~rer: Model A-71 "Safety Gate" by FabEnCo Inc., Houston, TX, or equal. d - >-u i - = 1-<( II Cb co C::;:s: u.J u- c:> co 0'\ I I 13474 01 MISC.ELLANEOUS METALS 'I wp956 SECTION 05990 - Page 3 2.07 ALUMINUM LADDERS . A. Material: Aluminum Alloy 6061-T6, anodized. B. Provide self-closing gates with ladders unless specifically noted otherwise on Drawings. . C. Rung type: Aluminum, 0.125", 4,row, tread-grip (with end notching for fit-up with ladders . utilizing pipe rail) by Morton Manufacturing Co., or equal. D. Conform to details shown on Drawings. I 2.0S ALUMINUM HATCH A. Type: Floor door access hatches, single leaf, for exterior installation in siphon structures. I B. Door: 1. 1/4" aluminum diamond plate, reinforced with aluminum stiffeners as needed. . a. Open to 90. and lock automatically in position. b. Withstand live load of 150 psf and equip with lock and removable handle. 2. Frame: 1/4" extruded aluminum with built-in neoprene cushion and strap anchors. . 3. Finish: Mill finish, with bituminous coating applied to portions of exterior of frame in contact with concrete. 4. All hardware shall be Type 316 stainless steel. . C. Manufacturer: The Bilco Co., Type K; Dur-Red, Type SEA; or equal. . 2.09 SHOP PAINTING A. Surface preparation: Remove oil, grease, dirt, rust, loose mill scale, and other foreign elements by . .power tool cleaning" in accordance with SSPC-SP3. B. Shop primer: Apply I coat of "90-97 Tnemec-Zinc," by Tnemec Co., Inc., or equal; apply in . accordance with manufacturer's directions including recommended coverage. lD CI) C. Omit shop prime coat from surfaces subjeclto field welding or to be embedded i~~cr~. "lid ~~ '0' . :- )>-1:' = D. Omit shop prime coat from galvanized surfaces, stainless steel, and aluminum: 0-<::.':: II - . .:... -\n. ruli E. Leave unpainted steel clean and free from rust. : -< r:' ;;: . ... rT='1 ...-... C o:xl lD ... . ~:;t:- .- PART 3 EXECUTION c: -- c.n : )>. -J, . , . 3.01 ERECTION -, - , . A. Anchor guardrails, ladders, and miscellaneous items securely to concrete. I B. Install expansion anchors in accordance with manufacturer's recommendations. . I ---- MISC.ELLANEOlJS METALS 1347401 . Page 4 - SECTION 05990 wp956 . 3.02 ANCHOR BOLTS A. Install embedded anchor bolts as shown on Drawings. . B. Coat threaded portion of anchor bolts with oil or grease and wrap with protective tape at time bolts are positioned for new construction. Tape to remain in place until bolts are secured. . 3.03 ALUMINUM HATCH INSTALLATION A. Fasten hatch securely in place. . B. Completely assemble hatch with inside-outside operable handles, lifting and hold-open mechanism, I hinges, and necessary hardware for complete operation. C. Unit shall be operable upon completion of installation. I D. Location: In floors where shown on Drawings. 3.04 SELF-CLOSING GATE . A. Fasten gate securely to guardrail according to manufacturer's recommendations. I B. Gate: Properly aligned and operable upon completion of installation. END OF SECTION I I) K. C. Turner I: 2) L. D. Badtram 3) R. S. Schmitt 4) C. L. Meyer II II :(1'\ ,<( . .. Ln ..,.....3= . ". ii> -0 O'::r: 0::_ w . ~"Lit .." .oJ>- (;.:>1- J'= ' - I rU =, ~.4: l'Jb- l:D U:S: u..I u- c:> cr:J - . 0'\ . . I - ---- I 13474 01 FIBERGLASS, REINFORCED PLASTIC PRODTlCTS I wp956 SECTION 06610 - Page I PART 1 GENERAL . 1.01 SECTION INCLUDES A. Furnishing and installing fiberglass,reinforced plastic (FRP) gratings, guardrails, plates, structural I support systems, ladders, and appurtenances. 1.02 QUALITY ASSURANCE r~ I A. Product manufacturer shall have at lest 5 years experience in manufacturer of FliP products. Furnish proof to ENGINEER of successful similar installations. ~... - . I B. Provide results of laboratory tests performed by manufacturer showing conformance wit/i . requirements of specification. ... - ( - - : . 1.03 SUBMITI ALS . ,. I " .' - . A. Complete specifications showing materials, properties, and fabrication details. . . B. Experience record and similar installations. C. Laboratory tests on materials. I D. One sample of each product shape proposed. Sample shall be representative of the construction, workmanship, finish, and appearance of proposed product. . E. Manufacturer's certification that grating will satisfy loading and deflection requirements of this specification for each size and span of material. PART 2 PRODlICTS I 2.01 MATERIALS . A. Resin: Polyester or vinyl ester resin with ultraviolet inhibitors suitable for use in environment of project. U> B. Reinforcllment: Glass fibers with suitable coupling agent. co . (:) ..., :;En 1"'1 "liIJ )>=i tx:l C. Stainless steel shapes, fasteners, washers, and chain: ASTM A276, Type 316. = n-< - 11 - I D. Pultruded material minimum physical properties: -10 m .-<. = . fTl :;ll: 0 Ci:o U> Ultimate Tensile Stren 30 000 ASTM D638 ::;;:;:>;: I )> U1 -.I at 750F 20 000 ASTM D638 She<\T Stren 5000 ASTM D732 . Modulus of Elasticity at '75OF 2,300,000 psi ASTM D790 at 12soF I 800 000 si ASTM 0790 . Barcol Hardness 45 ASTM D2583 Watllr Abso tion 0.60% ASTM D570 . 1.60 ASTM 0792 . FIBERGLASS-REINFORCED PLASTIC PRODl1crS 13474 01 I Page 2 - SECTION 06610 wp956 Flexural Stren 30 000 ASTM D790 . Flexural Modulus I 600 000 ASTM D790 . E. Molded grating and plates physical minimum properties: 128 000 ASTM D638 . 0- 5 300 000 ASTM D638 In . C a. 40 000 ASTM D790 Udl :::c 2 000 000 ASTM D790 ccc .dl - 8800 ASTM D732 . = - r,&, CD LoU uS: 2.02 G~TIN<E I en A. Finish outer surfaces, cut edges, or any surfaces which are exposed to air during cure to obtain complete cure of the resin without air inhibitions. Softening or tackiness under an acetone test will . be considered evidence of incomplete cure. B. Construct from fire retardant materials with ASTM E84 rating below 25. Top surfaces shall be nonskid-type utilizing angular silica particles embedded in upper portion of grating or a concave . profile. C. Resin for FRP components shall be acceptable for use in sanitary sewer and environments subject to I high concentrations of hydrogen sulfide gas, its solutions, and associated compounds. Provide a Ii compatible and equally resistant resin for sealing of cut edges. D. Colors: Acceptable to ENGINEER and selected from standard resin colors. II E. Minimum factor of safety based on ultimate stress: 5. I F. Rectangular, bar-shaped constructed of straight parallel bearing bars and cross bars. Dry glass . . fibers shall not be visible on surfaces. Bearing bars and cross bars shall be spaced not more than 2" :on centers. G.~ Minimum design live loads for gratings and supports: 100 psf with a maximum deflection of 1/300 I -. of clell! span while loaded to 50 psf. H.~ Provid'e FRP frames continuous around opening to provide support and even flat surface with . ..' resPe<:! to surrounding surfaces. " I 1.- Securely attach to supporting members and angles with stainless steel fasteners and plates with a minimum of2 fasteners per grating section or I fastener per 12" of support length whichever requires greater number of fasteners. Attachments shall be removable and replaceable and require standard wrenches and/or sockets for installation and removal. Furnish and install all incidentals . required for attachment of grating to supports. J. Coordinate grating with equipment and materials which require penetration of grating. I K. Maximum weight of any grating panel: 150 lb. L. Manufacturer: Chemgrate Corporation, Woodinville, Washington; Fibergrate Corporation, Dallas, . Texas; McNichols Company, Tampa, Florida; or equal. . I 1347401 FIBERGLASS-REINFORCED PLASTIC PRODUCTS . wp956 SECTION 06610 - Page 3 M. Attach support cross,framing to concrete using minimum of 2 stainless steel fasteners per connection point. Connections shall be removable. I 2.03 GUARDRAIL . A. Construct guardrail systems of 2" square FRP tubes with solid FRP connector plugs fittings inside dimension of tubes; solid 1/2" diameter FRP connector rods. Guardrails shall be complete with 3 nun thick by 4" high FRP kickplates with 1/2" deep corrugations and stainless steel drive rivets for fastening to post. Provide posts complete with FRP baseplate assemblies and stainless steel fasteners . for connection to structure. B. Provide epoxy cement for tube, plug, and rod connections. I C. Provide continuous posts and top rail with intermediate rails cut between posts. Provide for rail expansion with internal plugs cemented one side. Provide for kickplate expansion. I D. Fastener components shall be stainless steel. E. Design guardrails for SO Ibllf applied at any point in any direction to top rail with a maximum . deflection of 1/240. F. Provide product of Fibergrate Corporation, Dallas, Texas; Morrison Molded Fiber Glass Company, Bristol, Virginia; Creative Pultrusions, Inc., Alum Bank, Pennsylvania; or equal. . 2.04 STRUCTURAL SHAPES . A. Provide pultruded structural shapes and plates where required. B. Manufacturer: Morrison Molded Fiber Glass Company "Extren"; Creative Pultrusions, Inc. . "Pultex"; or equal. 2.05 LADDERS . A. Conform to details shown on Drawings. <0 CD B. Type: Pultruded, fiberglass-reinforced plastic ladder as manufactured by IKG Bortlen('-) C13I'k, New I Jersey, or equal. ~_ g 'iid -I _ = PART 3 EXECUTION 0-< - F -I (') -<r :<>> roll . 3.01 INSTALLA110N ~~ ~ lY :;E:lC ... A. Install in accordance with drawings and manufacturer's recommendations by perso1inel skiif'ed in I installations of this type. ;' :' :.: . - . .. . , B. Assembh: with posts plumb and longitudinal members parallel with each other ahd with .walkway surface. Centerline of members shall be aligned with centerlines in same vertical plane;. . C. Assembh, gratings with plates and supports to provide a smooth surface flush w~ adja;;';t surfaces. , . D. Provide brackets where required to secure and anchor to structure using stainless steel bolts or expansion anchors. - . . E. Rigidly attach posts to support structure using stainless steel expansion anchors, stainless steel . adhesive anchors, or cast-in-place stainless steel bolts. . FTRERGLASS,RFINFORCED PI.ASTlC PRom Jc.TS 13474 01 I Page 4 - SECTION 06610 wp956 F. Maximum clearance between grating ends and inside face of vertical leg of shelf angles: I/S". . G. Minimum horizontal leg of shelf angle: 2'. I H. Make cutouts in FRP materials as required for piping, conduit, equipment, and similar penetrations. Split FRP products on center of openings to permit ease of FRP material removal as practicable. . I. Field resin coat ends of FRP materials at cuts and openings. Field coatings shall conform to original manufacturer's material and shall be performed in accordance with manufacturer's recommendations. J. Clamp adjacent edges of grating sections together at 1/4 points with acceptable fasteners. . 3.02 ADJUSTING AND CLEANING . A. Check gratings for final alignment and clearances and evenness with surrounding surfaces. Make adjustments necessary to make fitups and maintain clearances. B. Check final alignment of guardrails to maintain alignment within liS" of elevation and horizontal I dimensions. Gap each slip joint not less than I/S" and not more than 3/S". '. I C. Bent, deformed, or otherwise damaged grating, plates, rails, and supports shall be repaired or replaced in a manner to meet specified requirements. END OF SECTION . I) K. C. Turner 2) L. H. Badtram . . . . . - . : . , - . I ., J .. : -en In <l: I a .. ~S: en Q:; C> [&IJ :t: ~- q; -1>= d - WI- II = - >-u E1b IX) t:::<t 1<.1 (..)3: l4.. a;) C> I 0'\ . . ---- ---------- - ------- I 13474 01 PLASTIC LINER wp956 SECTION 06620 - Page 1 . PART 1 GENERAL . 1.01 SECTION INCLUDES A. Premolded plastic sheet liner for protection of concrete pipe and concrete structure surfaces exposed I to raw :iewage and gases. 1.02 SUBMITTALS . A. Manufacturer's experience including total' years involved in the manufacturer of premolded plastic sheet liners for the services intended. I B. Welders' prequalification test results. C. Shop drawings showing locations, limitations, and special construction. I D. Site specific details of special construction, such as corners, pipe penetrations, pipe joints, caps and manholes, slide gates, SlOp logs, concrete benching, terminations, construction joints, ao9 miscellaneous locations for variety of types of installations to be performed on t1Us pro.i@. C> ""Tl II .-.:(") 1""\ 4ld E. Manufal:turer's materials and written installation procedure data and certificatioitha~ liner anll= I materials conform with requirements of these specifications. (")-< - \l' =io rn !I F. Material test data. -<:r :l=> u U . 1""\ :J: rbll -;:0 '-P. C>~ G. Field t~;t results. ~....... c.n .)> . <Xl H. Two samples of each of the following: 1. Liner sheet including the locking extensions, approximately 12" x 12" square sections. 2. Outside and inside corners strips, joint welding strips, and termination strips. . 3. Patl:hing strips for holes or other penetrations. I. Samples and/or specifications and installation instructions for associated materials such as primers, . adhesives, tape, and similar items. 1.03 QUALITY ASSURANCE . A. Liner shall be furnished by manufacturer who is experienced, reputable, and qualified in the manufaclturing of materials. Manufacturer shall give evidence of successful use of its product as a lining for concrete sewer pipes, appurtenances, and structures in sewage conditions recognized as . corrosivl~ to concrete. B. Preparation of surfaces, installation, sealing, welding, and testing of surface shall be performed by I individullls trained and authorized by manufacturer for installation of liner. C. Entire surface of installations shall be spark-tested. - r' . r. : .. . 1.04 STORAGE AND HANDLING OF MATERIALS , , _. . , : A. Take precautions during shipping, handling, and storage to prevent scratching, denting: or puncture I of liner, or damaging anchorage system. Use special precautions during cold weather. :-: - , . B. Store in accordance with recommendations of manufacturer. l - - . . C. Protect liner from excessive heat. . I PLASTIC LINER 13474 01 . Page 2 - SECTION 06620 wp956 D. Repair damage to the liner or anchorages in strict accordance with the manufacturer's instructions I and recommendations. PART 2 PRODUCTS I 2.01 ACCEPTABLE MANUFACTURER A. Ameron, or equal. I 2.02 LINER CHARACTERISTICS . A. Materials: 1. Flexible PVC sheet capable of withstanding 40 psi applied to underside surfaces of liner without anchorage failure or sheet rupture. Provide integrally-molded ribs on one side of sheets for I pipe, walls, and ceilings; plain sheet for top surfaces. 2. Fully resistant to attack by raw sewage, hydrogen sulfide, and sulfuric acid. 3. Corner strips and angles, weld strips, and miscellaneous materials: As recommended by lining I , manufacturer. ~. Color: White. 5. Minimum thickness: 1.60 mm, except 2.30 mm minimum for sheets on top surfaces. I 6. Mechanical anchorage: Integrally-molded ribs on one side of sheet. ,7. Adhesive, primer, and tape: As recommended by liner manufacturer. B.Physica} and chemical properties: I , Properties Initial After 112 Oays Chemical Exposure I Tensile strength (both longitudinal and trans- verse); ASTM 0412, minimum 2,175 psi 2,100 psi Elongation at break (both longitudinal and transv, . ersed); ASTM 0412; minimum percent. 200 200 Shore hardness; ASTM 02240 at 20oC: One second: 50-60 :i:5 . Ten seconds: 35-60 :i:5 Weight change; percent -- :i: 1.5 Plasticizer, PVC sheet, permanence; 24 hours at I 900C on 2" diameter disk (ASTM 01203; maximum percent). 1.2 - Water absorption at 24 hours; ASTM 0570; I maximum percent. 0.4 - Water soluhle matter at 24 hours; ASTM 0570; maximum percent. 0.15 - . (7\ Tear strength (longitudinal and transverse); ASTM II') Dl004; (grip speed 200in/min); minimum kN/m. 9.4 - .... ..-~ 0 0'\ Abrasion resistance; ASTM Dt044 CS,I7 (cali- I ::c b~heellOaded to 2.21b maximum weight lVJl ca; losS .JIll. 35 - d = Coeft&ient of friction: ASTM 01894. = ~coefficient: 0.75 - . tJb a::> l.J.J Kilielic coefficient: 0.54 - lA.- c:> co Coetmient of thermal expansion; ASTM 0696; O"l inches/OF 2.2 x 10" - . . I 1347401 PLASTIC. LINER . wp956 SECTION 06620 - Page 3 PART 3 EXECIUTION I <0 3.01 PREPARA1l0N co C> ..., "1fd ~n ,..., A. Prepare forms and liner in accordance with manufacturer's recommendations. )>- c:l -! = ("')-< - II . - 3.02 INSTALLATION ....-1(") rti'i1 -<r "" A. . ,..., :JJ: 0 Walls: C;::u <0 . 1. Set and secure to contact faces of concrete forms of surfaces to be lined; confomi to~ manufacturer's recommendation. )> co 2. Place smooth face next to form and anchoring devices towards concrete to be placed. I 3, Joints: Overlap or butt joint with no more than I/S" opening between adjacent sheets. 4. Seal back side of joints with I" wide weld strip or other means acceptable to manufacturer and ENGINEER. 5. Provide a termination strip at intersection between walls, or pipes, walls, and slabs. 'I 6. Keep number of form tie and other penetrations to minimum. 7. Installation and sealing shall provide a continuous plastic lining and prevent entrance of concrete or mortar between lining and form. II B. Ceiling: I. 1. Set and secure liner to bottom form surface. Conform to manufacturer's recommendations. 2. Use care to form and seal corners formed between wall and ceiling sheets. C. Wrapping: 1. Openings: Wrap and place liner into openings and on sides of openings to form a continuous I protection with lining on face of the wall, ceiling, or slab. 2, Return lining minimum of 4" at surface of contact between new concrete and existing or cast-in- plac:e items such as existing concrete, manhole frames, gate guides, stop log slots, ductile iron . pipes, and similar items. Seal liner to item using adhesive system recommended by manufacturer. D. Lining concrete pipe: . 1. Perform at pipe manufacturer's facilities and in accordance with liner manufacturer's instructions. 2. Set liner flush with inner edge of tongue or groove end of pipe section and extend to opposite I end or to approximately 4" beyond the opposite end depending upon type of lining joint to be made with adjoining pipe section. 3. Whl:rever pipe adjoins structures, extend liner over and around end of pipe and lap with . structure liner not less than 4". Coordinate wrapping with slide gates, stop logs, and similar coru;truction. 4. End protection may be fabricated from liner material but need not be locked into pipe concrete. Whl:re pipe lateral or manhole is installed through lined concrete pipe wall,:special'seals shall . be formed to mue a continuous liner seal. ' :,", 5. Provide 3600 coverage of interceptor concrete pipe. ~- 6. Repair all damaged areas to pipe lining. : - 7. Field joints: -' _ . a. Clean all mortar, joint seal, and other foreign material from lining surfa\:es adjacent to pipe joint leaving them clean and dry. . '~ . b. Place 4" welding strip centered over the joint and tack weld to lining. Then, weld along I ,each edge to adjacent liner sheets. 4" joint strips shall lap over each shiel a minimum of I", A 5" nonwelded portion along downstream edge of strip shall be left at bottom of all joints to relieve groundwater pressure behind strip. . c. Alternately; mue joint with joint flap, with anchorage extensions removed extending approximately 4" beyond pipe end. Joint flap shall overlap lining in adjacent pipe section a minimum of I", Tack weld joint flap and then, place and weld a 2" weld strip across joint. . PLASTIC LINER 13474 OJ I Page 4 - SECTION 06620 wp956 Protect the flap from damage. Excessive tension and distortion during laying and jointing II operations shall be avoided. If required, heat liner to avoid damage. .1 d. Perform joint welding in strict conformance with instructions of liner manufacturer. Fuse both sheets and weld strip together to provide a continuous joint equal in corrosion resistance and permeability to liner plate. I '- e. When groundwater is encountered, joint shall not be made until no visible lealcage is evident 'at joint and joint materials are completely dry. I E. ',Lining multiple curved, warped, or spherical surfaces: I I 1. Cut sheets to fit multiple curved, warped, or spherical surfaces using a minimum number of II I , separate pieces. 2. Heat forms and liner and maintain heat until concrete has attained sufficient strength to maintain shape and as recommended by manufacturer. I 3. 2.3 mm thickness plain sheets may be used in place of sheets having integrally-molded ribs on one side. Plain sheets shall be both adhered to the concrete and mechanically anchored to the concrete surface using stainless steel anchors with washers at 8" maximum on centers. Cover exposed steel anchors with 2.3 mm minimum thickness PVC weld pieces. I F. Joints: 1. Closely fit at joints and secure to forms. Overlap or butt joints with not more than liS" gap between sheets. Seal joints with weld strip placed over back of joint prior to placing concrete. I Seal to adjacent construction to prevent concrete flowing around edges. 2. After forms are removed, apply weld strips to all lapped or butted joints, form tie and similar hol~, nail holes, and damaged area of the liner to form a continuous seal of liner. Weld strips . shall lap each side of joint I" minimum. 3. If liner cannot span across too wide an opening, fill joint space with densely-packed acceptable calking material to minimum depth of 2". Rough surfaces shall be ground and polished as . required to affect adhesive seal. G. Remove forms in a manner to avoid liner damage. Finishing nails used to hold liner in place on forms shall be pulled through liner and holes patched with a weld strip. I 3.03 FIELD TESTING A. Thoroughly clean and visually inspect all surfaces of liner after removal of forms. . B. Nondestructively probe all patches and weld strips to determine adequacy of seal. C. Test all surfaces including welds and weld strips with an acceptable electrical spark tester with the I instrument set at 20,000 volts minimum. Testing shall be as follows: 1. Test a minimum of25% of welding strips. I 2. Test 100% of liner installation. (7\ In ~. D'alhYM - tests: ' . 16) _I. n.r:est at least 25% of welding strips. t\L!l ~. ~vide a minimum of 2" extension of welding strip beyond termination point to provide a tab ~ _ 4iJlI apply 10 lb pull to the tab and normal to face of structure. Hold liner adjacent to welding = - ?,stfip against concrete during application of the pull force. Maintain pull if failure develops. . C,&, I:Q ~air failed welded areas and retest after repairs have been made. t::3. ~tly trim tabs away after weld strip has passed inspection and test. ~4. Perform physical tests within 2 days after joint has been completed. . S. For each failed pull test, test one additional tab. 3.04 PROTECTION A. Protect liner from damage prior to placing concrete. I . I 13474 01 PLASTIc. LINER wp956 SECTION 06620 ' Page 5 I B. Protect liner from damage from equipment, personnel, and materials used in or talcen through the work. I C. Repair all damaged areas and perform work in accordance with the manufacturer's instructions and recommendations. Patch all holes, cuts, tears, and seriously abraded areas in the liner. I D. Liner not properly anchored to concrete or when patch larger than 8" across are necessary shall have liner anchorage to concrete restored using adhesive and mechanical anchors. I 3.05 WELDERS A. Prequalify welders by requirement to successfully pass welding test. Requalifications may be I . required when requested by ENGINEER. B. Prequaljfication and requalification tests shall be witnessed by ENGINEER. I C. Weld test: 1. Weld 2 pieces of liner, measuring 10" x 16" each, along the long edge. Pieces shall be held in vertical position and lapped 1-1/2". Position weld strip over lap and weld to both sheets. I Extend each end of weld strip at least 2" beyond liner plate to provide tabs. 2. TeM each tab by applying a sustained 10 Ib pull to the tab and normal to the face of the liner. Hold liner firmly in place. There shall be no separation between weld strip and liner. 3. Cut three test specimens from the sample after the pull test on the tabs and test in tension across . the weld using a sustained pull of 10 lbs per inch of specimen weld length. If none of the tests fail, the weld will be considered satisfactory. If I specimen fails, a retest of 3 additional spe~imens cut from the same weld sample will be permitted. If all 3 additional retests pass, the I weld will be considered satisfactory. If more than I of the original 3 specimens fail, the weld will be considered unsatisfactory. . D. Welder will be disqualified if his weld test does not pass both tab pulls and tension across weld tests. New qualification tests may be performed when, in opinion of ENGINEER, welder has had ! sufficient off,the-job training to warrant re-examination. !I END OF SECTION I) K. C. Turner 0..0 I 2) G. J. Fink a:> . C> ..., 4.fI. 3) M. M. Ramer <0 gj ~- 4) C. L. Meyer :1>-; == - 11'" 0-< - . ~o ~ -:: c.n . )> a:> . .' . . . ---- I 1347401 SLIDE GATES wp956 SECTION 11287- Page I I PART] GENERAL I 1.01 SECTION INCLUDES A. Gates, operators. and accessories. I 1.02 RELATED SECTIONS A. Section 01300 - Submittals. . 1.03 SUBMmALS I A. Shop Drawings showing arrangement, dimensions, and materials. ..0 Operator information and accessories details. co B. - ..., C> g ~ ~0 = I C. Operating and maintenance instructions for gates and actuators. Y'--1 - U- 0-< - ~C") ~ PART 2 PRODUCTS -<:, ~ . fTl - \0 . 2.01 MANUFACTURERS C;?J ..0 ~~ .- c.n Rodney Hunt, Waterman, Golden Harvest, or equal. 'P co A. . 2.02 SLIDE GATES . A. Self-contained, with yoke and bench stand operator. B. Rising stem. . C. Type: Flatback for flush mounting to wall face; flush bottom seating. D. Size and quantity: As shown on Drawings. I E. Location: East Siphon Structure and West Siphon Structure. I F. Frame and guides: 1. Gate frame: Rigid, welded unit, composed of guide rails, cross bars, and headrails with clear opening same size as waterway. 2. Guides: . a. Structural shapes of sufficient length to support 2/3 height of slide when gate is fully open. b. Sufficiently strong so no further reinforcing will be required where guides extend above operating floor. Yoke to support operating device shall be formed by members welded or I bolted at top of guides. 3. Yoke shall be constructed to allow removal of plate and stem without disconnecting :yoke. 4. Yoke shall be sufficiently strong to support lift forces, without excessive deflection, ~when subjected to load of 80 lb pull on operator. ~: r ~ , . - I :. - . G. Slide cover: - 1. Plate reinforced with structural shapes welded to plate. <. - - I 2. Slide cover shall not deflect more than 1/360 of span of gate under maximu~ liead.' , 3. Stem connection: Either clevis type, with structural members welded to sli4e and b9lt to' act as pivot pin, or threaded and bolted (or keyed) thrust not supported in welded nut pocket. 4. Clevis or pocket and yoke of gate shall be capable of taking, without damage, at least twice . rated thrust output of operator at 40 Ib pull. . SLIDE GATES 13474 01 . Page 2 - SECTION 11287 wp956 . H. Stem: 1. As required for intended service, of suitable length and ample strength. 2. Diameter: Capable of withstanding twice rated output of operator at 40 Ib pull; supported such I that Lfr ratio for unsupported part of stem shall not exceed 200. 3. Provide a clear butyrate plastic pipe cover with markings to indicate stem position. Top of cover shall be closed. Cover shall be easily field mounted. I I. "J" bulb seals: 1. Provide gate with "J" bulb seals along sides, and across invert of gate. 2. Mount seals either on frame or disc, such that seals do no protrude into opening of gate. . 3. Seal shall be adjustable and replaceable in field. , , J. Material : I I: Frames, rails, cover slides, yokes: ASTM A276, Type 304 stainless steel. II 2. Fasteners and anchor bolts: ASTM A276, Type 304 stainless steel. 3. Stems: ASTM A276, Type 304 stainless steel. 4. "J"bulb seals: Rubber, ASTM D2000 BC 610/615 or other suitable composition for extended I - use in water and sewage. K. Operator: . .' 1. Manually operated. . 2. t.1aximum effort required to operate after gate is unseated: 40 lb. , , 3. Handwheel or gear type as required for gate size and operating head. 4. Gears, where required, shall be provided with machine cut teeth. Lubrication fitting shall be . provided to permit lubrication of all gears and bearings. 5. Arrow shall be cast on gear housing or handwheel to indicate direction of rotation for opening. 2.03 PAINTING . A. Shop painting: . 1. Exposed ferrous surfaces shall be primed with manufacturer's standard. 2. Stainless steel shall not be painted. 3. Manufacturer's standard finish painting. B. Field painting: Touch up to match manufacturer's standard. . PART 3 EXECUTION . 3.01 INSTALLATION A. Install in accordance with manufacturer's recommendations. . END OF SECTION I) G~. F~ I 2) C..L. Mei&' o CJl a:;o iJl ::r: w . . W .." .J~ - Uf- .J-'u - /" == ~<( ~ 0:> . LU u3: ....... c:> co CJl . I I I 1347401 SUJWE GATES wp956 SECTION 11288 - Page I I PART 1 GENERAL I 1.01 SECTION INCLUDES A. Sluice gates. . B. Operators. C. Equipment list: See sluice gate schedule. I 1.02 RELATED SECTIONS I A. Section 01300 - Submittals. 1.03 SUBMITTALS I A. Manufacturer and manufacturer's type designation. B. Manufa,:turer's catalogue data. I C. Shop Drawings showing dimensions and section views of equipment. \.0 co PART 2 PRODUCTS 0 -., I ~("") ITI "lfJ )>:::j c:l 2.01 ACCEPTABLE MANUFACTURERS = n-< - F - ....-1(") r.'il I A. Rodney Hunt, Waterman, or equal. -<, "'" . fTI ::z: 2.02 SLUICE GATES 0::0 '!? 0 ::;::=^ )> en . A. Size, quantity, and location: CX) 1. 18" x 18". " 2. Total required: 2. < . .. . 3. Om, each in East Siphon Structure and West Siphon Structure. r I : B. Meet requirements of A WW A CSO I specifications, except as otherwise specifiel!,.. -- r - . -. C. Heavy-duty type sluice gates. , . , , , -' D. Flat back frames. _. , . '- E. Provide one-piece, F-section, cast iron wall thimbles with sluice gates, unless otherwise specified. I F. Show 101:ation of vertical centerline with permanent marks at top and bottom of machined face; . include work "top" marked near top center of thimble opening. G. Provide stems and stem guides in accordance with AWWA CSOI, Section 3.11 and 3.12. . 1. Single rising stem, unless otherwise specified. 2. 29. threads, acme. 3. Stem diameter capable of withstanding twice maximum operating force; turned straight and true . and honed to smooth 63 micro inch or better finish. 4. Support stem at spacings such that IIr ratio for unsupported stem length is 200 or less. S. Provide split, bronze bushed, adjustable type stem guides. . I SLlJICE GATES 13474 01 I Page 2 - SECTION 11288 wp956 I 2.03 MATERIALS A. Gate, guide, and frame: Cast iron, ASTM A126, Class B. . B. Seating faces: Bronze, ASTM B98 or B139. C. Wall thimbles: Cast iron, ASTM A126, Class B. . D. Stem, stem couplings: Stainless steel, ASTM A276, Type 304. E. Wedges, thrust nut: Bronze, ASTM BS84, CA873. I F. Fasteners and adjusting hardware: Stainless steel, ASTM A276, Type 304. I G. Yoke: Cast iron, ASTM A126, Class B. H. Flush bottom seal: Neoprene. I I. Flush bottom retainer box: Stainless steel, ASTM A276, Type 304. J. . Operator housing: Cast iron, ASTM A126, Class B. . . - 2.04 OPERATORS A..: Opera~ors shall meet A WW A CSOI specification, except as otherwise specified. II - B. : Type n: Manual, handwheel type operator. II ; 1. Offset pedestal mounting. . 2. l'!:ovide operating nut that extends through top of housing and terminates in hexagonal shape. ~ 3. Provide handwheel diameter as required such that pull to operate does not exceed 40 lb. , 4. Provide plastic stem covers specified in AWWA CSOI, Section 3.14.S. Ii ~. ~te handwheel between 32" and 36" above floor. ." ~~ I 2~ MiNTiNCE II , ;:z:uJ.. uJ .." ...J>- , A. Shop11alnting: ' .dI ::I . ~~are surfaces and shop prime in accordance with manufacturer's standard for wastewater . = co :- 'cation. tJb ti. 1.l~facturer's standard finish painting. CD B. Cf'ield painting: Touch-up to match manufacturer's standard. I 'PART 3 EXECUTION 3.01 INSTALLATION I A. Install where shown on Drawings and as recommended by manufacturer. END OF SECTION . I) G. J. Fink . 2) C. L. Meyer 3) R. S. Schmitt 4) C. L. Meyer . . I INSTRUCTIONS FOR SHOP DRAWING TRANSMITTAL I I Shop Drawings and manufacturers' information submitted shall be accompanied by completed copies of the "Shop Drawings Transmittal Form.. Submit number of copies as specified. I 2 Number each transmittal consecutively, assigning resubmittals new transmittal number. 3 Do not include submittals for more than one section of specifications on the ENGI- II NEER/ARCHITECT transmittal form <disregard if inapplicable). 4 A brief title under . Subject" should clearly identify the specific application of the equipment or II material covered by the Shop Drawing, utilizing where possible the same title used in Drawings and Specifications. 5 Information under CONTRACTOR's TRANSMITTAL should be completed by CONTRAC, I TOR prior to submittal. 6 Information under ENGlNEER's/ARCHITECT's ACTION will be completed by ENGI- I NEER/ARCHITECT. 7 ENGlNEER's/ARCHITECT's action is classified as follows: a) Rl~viewed: Submittal has been reviewed and appears to be in conformance to design . concept of Project and Contract Documents or Procurement Documents. CONTRACTOR may proceed with fabrication of work in submittal. b) Rl!viewed As Noted: Submittal has been reviewed and appears to be in conformance to . design concept of Project and Contract Documents or Procurement Documents, except as noted by ENGINEER/ARCHITECT. CONTRACTOR may proceed with fabrication of work in submittal with modifications and corrections as indicated by ENGINEER/ARCHITECT. I c) REsubmit: Submittal has been reviewed and appears not to be in conformance to design concept of Project or with Contract Documents or Procurement Documents. CONTRAC- TOR shall not proceed with fabrication of work in submittal, but instead shall malce any I corrections required by ENGINEER/ARCHITECT and resubmit for review. d) Returned without Review: Submittal is being returned without having been reviewed bel:ause: I) not required by Contract Documents or Procurement Documents; 2) grossly I incomplete; 3) indicates no attempt at conformance to Contract Documents or Procure, ment Documents; 4) cannot be reproduced; 5) lacks CONTRACTOR's completed approval stamp; or 6) lacks design professional's seal when required by law, Contract Documents or Procurement Documents. If submittal is required by Contract Documents . or Procurement Documents, CONTRACTOR shall not proceed with Work as detailed in submittal, but instead shall correct defects and resubmit for review. e) For Inrormation Only: Submittal has not been reviewed but is being retained for u:> I informational purposes only. ' C; ~ ::;En fT1 -=ud ):>{ cc == 0-< - F - . -i" -<r ". If....\] . m ::ll: 0 0:::0 \.0 ~~ . ;p c.n 0;) I I Form No. 3001-R3 1295 CMI09 SHOP DRAWING TRANSMITTAL I . c. "'~ .- C> J -. . .0 '> 0 ..> I ~c: ~~ ~o 0= ~ s ci':: 8: .-=.~ Z:E:J ~. - '" . ci z .~" E s . .-Oz OEco.-... '2 - ~ c~ '5 ill _ C ~::::J ~_ ..0 C 111.2 u CIJ ~... ... ~ :::.. c CICIO ... 0 E ~ CD a::a::1.L .!! . U) .. '" C c ....... iii I ! ~ ~WO CI iD .... !:: a:: a:: il: a: > i :z: al 0 U . a: ~ 0( g I ~] u 0 . ~ I- Ili ~ .. Z ... ~ o ~ .. = i <( Z CJ~~"C Ui ~ I u ZOClCl -' ! ""; ~ ~ :) c '~'>'s ; en o ...<<' CI ci lii Z U ..0 a:: a:: 2 E ~,. . CI 0 '" a: 0 I .. Z J ga::a:: 0 ~ > ... U U W U) (/) w ...J I- .... ;: z . <.. u < ~ ci~ ~ I- z... U) en o . :;;; 'OE ffi I I 0:::; .~l: w CI) E 0 z Z G.. U (; < ~ ~ ~ I- ro I ~ ~ C:~( r, <'if. - I- 'p .~, 1= E 3: h:: .'- 11= ~ < ~. ~ . '- ;;; . ~ rJ ~ --\0 C [; ~ bo '.~O:- .... T1 Ill: !,.-b<:' Q. ~~ i.c. '=': o ~;>:.. !z II ~ ~ Il' ~ 8~ ~ ..,~ I > c , .. 0 I ~ ~: Z ~.., o ~ I ~..; Qo' ; S ~ -~ Cl D I CD ~Qz ~ 0 g .. CD ~ lD I l!i ot;E Ii W 0 ~ Cc :I: 0 U 0 I- a: ~ I z ~ <( 0 o ! _ en U ::::J ffi= U w l!! . z . ~ ~~ I ~ ~: > .. .., ~ .. ~ '" 0 c . ~ ci 'i ~ . _lIl III Z II 1110 ;,.! E . E -0 't:I g. G C l\:I ~ i c <Cu a: ..; Z 5 e. "... 0 _0 a: a: a:: ~;; ~.s ol: ~~ ~ ~g '=0 ~ I DO::::" g .~.... ..0 0 U U .)t. - I'\l g ; i=...l ~lIlJ i < <II( < (II ~ ;. ... a:: 0 ...... :II' Co a: a:: a:: ftI <<l = 00 (1)0 a:: .... ........c :0"" .!,!.!...!!.. z Z ZZ.f5 O"jj; CI: !DelEE 0100-0 >c:c.... COlLa.. ~ u uuc( m.2~ g I. '0 - '" z -<! u on lil STANLEY CONSULTANTS, INC. . .,. . 'if . ' " .- ,~~:::{ ."....'<C' Stanley Building. 225 Iowa Avenue. Muscatine, IA 52761-3764 Tel: 3'9/264-6600 . Fax: 3'9/264.6658 '-0 0 CO ..., February 3, 1998 ::E'Cj M "11 p- m -j ~-< - ...... - r -j() ::<r- :::- rn _f'T1 ::r: Mr. Charles J. Schmadeke, P.E. o::U \D 01 Director of Public Works =E:>:: .. ):> Ul City of Iowa City N 410 East Washington Street Iowa City, IA 52240-1826 Dear Mr. Schmadeke: Subject: Willow Creek Interceptor Project and Lateral Sewers Iowa City, Iowa The revised final estimated construction cost for the Willow Creek Interceptor and Lateral Sewers project is $8,550,000. Sincerely, STANLEY CONSULTANTS, INC. ~.'~.~~~ Charles L. Meyer, P.E. Project Manager , c1m:kc:iea29:134 741tr.OO2 MEMBER OF THE STANLEY CONSULTANTS GROUP . INTEFlNATIONAl CONSULTANTS IN ENGINEERING. ARCHITECTURE. PLANNING, AND MANAGEMENT .. 't.qJ " Prepared by: Chuck Schmadeke. Public Works Director, 410 E, Washington Sl, Iowa City.IA52240, (319}356-5141 RESOLUTION NO. 98-37 RESOLUTION SETTING A PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE WILLOW CREEK INTERCEPTOR AND LATERAL SEWERS PROJECT, DIRECTING CITY CLERK TO PUBLISH NOTICE OF SAID HEARING, AND DIRECTING THE CITY ENGINEER TO PLACE SAID PLANS ON FILE FOR PUBLIC INSPECTION. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA: 1. That a public hearing on the plans, specifications, form of contract, and estimate of cost for the construction of the above-mentioned project is to be held on the 24th day of February, 1998, at 7:00 p.m. in the Council Chambers, Civic Center, Iowa City, Iowa. 2. That the City Clerk is hereby authorized and directed to publish notice of the public hearing for the above-named proposal in a newspaper published at least once weekly and having a general circulation in the City, not less than four (4) nor more than twenty (20) days before said hearing. 3. That the copy of the plans, specifications, form of contract, and estimate of cost for the construction of the above-named project is hereby ordered placed on file by the City Engineer in the office of the City Clerk for public inspection. Passed and approved this 10th day of February , 19 98 ~-~/~ AYOR ~vedOu ATTEST: ~.....~~ c)J. =A;/~ :1. ~- J-'tt City Attorney's Office CI LERK pweng\willow\res2-98.doc , 1 , Resolution No. 98-37 Page ..l...- It was moved by Thornberrv and seconded by Norton the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: X Champion X Kubby X Lehman X Norton x O'Donnell X Thornberry X Vanderhoef PrcfJ , Prepared by: Charles Schmadeke. Dir, of Public Works, 410 E. Washington St., Iowa City, IA 52240: (319)356-5141 RESOLUTION NO. 98-70 RESOLUTION APPROVING PLANS, SPECIFICATIONS, FORM OF CON- TRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE WILLOW CREEK INTERCEPTOR AND LATERAL SEWERS PROJECT, ESTABLISHING AMOUNT OF BID SECURITY TO ACCOMPANY EACH BID, DIRECTING CITY CLERK TO PUBLISH NOTICE TO BIDDERS, AND FIXING TIME AND PLACE FOR RECEIPT OF BIDS. WHEREAS, notice of publiC hearing on the plans, specifications, form of contract and estimate of cost for the above-named project was published as required by law, and the hearing thereon held. NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA THAT: 1. The plans, specifications, form of contract and estimate of cost for the above-named project are hereby approved. 2. The amount of bid security to accompany each bid for the construction of the above- named project shall be in the amount of 10% (ten percent) of bid payable to Treasurer, City of Iowa City, Iowa, 3. The City Clerk is hereby authorized and directed to publish notice for the receipt of bids for the construction of the above-named project in a newspaper publiShed at least once weekly and having a general circulation in the city. 4. Bids for the above-named project are to be received by the City of Iowa City, Iowa, at the Office of the City Clerk, at the Civic Center, until 1 0:30 a.m. on the 14th day of April, 1998. Thereafter the bids will be opened by the City Engineer or his designee, and thereupon referred to the Council of the City of Iowa City, Iowa, for action upon said bids at its next meeting, to be held at the Council Chambers, Civic Center, Iowa City, Iowa, at 7:00 p.m. on the 21" day of April, 1998, or at such later time and place as may then be fixed. Passed and approved this 24th daYo&~N.5~ -.Q MAYOR ATTEST: JJ7.~.)(. ~ ~;eUk ~~ '''I -19 CITY~CLERK City Attomey's Office pwenglreslwlcrkapp.doc l ~ I , , Resolution No. 98-70 Page ---L It was moved by Thornbf'rry and seconded by Vanderhoef the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: X Champion X Kubby X Lehman X Norton X O'Donnell X Thornberry X Vanderhoef . . THE IOWA STATE BAR ASSOCIATION I Dale Sanderson ,~ 04828 . I FOR THE LEGAl EFFECT OF THE USE OF ..OffIcial F-'lrm No. 130 THIS FORM, CONSULT YOUR LAWYER FEE Ch:, ' ,,"1 '-'5SS ! !Lt.U :"i'u."....:......-{ _~_._\... ck SOiJ~P;\GE ';-11\ .. t eO 1998 HAR 12 P'l 21: 1~ , II JOHNSON t>j(.:t:"! :' E~:COi\ ::p IOWA CITY,lOl/A :;.',=:r'on Dale Sanderson, 119 Wright Street, PO Box 1607, Iowa City, Iowa. (319) 337-3167 Indi....idual.s Name Street Address City Phone SPACE ABOVE THIS LINE FOR RECORDER PARTIAL RELEASE OF REAL ESTATE MORTGAGE The undersigned, the present owner(s) of the mortgage hereinafter described, for valuable consideration, receipt of which is hereby acknowledged, do hereby acknowledge that the following described real estate situated in Johnson County, Iowa, to wit: See I in Addendum is hereby released from the lien of the real estate mortgage, executed by Olin L. Lloyd and Floraine Lloyd, husband and wife, said mortgage and corrective mortgage, respectively, were dated August 28, 1996 , recorded in the records of the Office of the Recorder of the County of Johnson , State of Iowa, in Book 2148 and 2153 (corr) of Records , page 260. 182 , specifically reserving and retaining the mortgage lien and all mortgage rights against all of the remaining property embraced in the mortgage above described, Words and phrases herein, including acknowledgment hereof, shall be construed as in the singular or plural, and as masculine, feminine or neuter gender, according to the context. Dated this q day of March /~de~faAY~ '&~'&,4~ CORPORATE Catherine C. Anderson STATE OF , COUNTY, 55: On this dayof ,19 before me, the undersigned, a Notary Public in and for said State, personally appeared and , to me personally known, who being by me duly sworn, did say that they are the and respectively, of said corporation; that (no seal had been procured by the said) corporation; that said (the affixed seal thereto is the seal of said) instrument was signed and sealed on behalf of said corporation by authority of its Board of Directors; and that the said and , as such officers, acknowledged the execution of said instrument to be the voluntary act and deed of said corporation by it and by them voluntarily executed. ~)(0.Y'/L- Notary Public in and for said State INDIVIDUAL STATE OF NEVADA LAS '.'ECAScJr COUNTY, ss: On this (.1 day of Mar~h , 19.2L before me, the undersigned, a Notary Public in and for said State, personally appeared Duane R. Anderson and Catherine C. Anderson. husband and wife, to me known to be the identical persons named in and who executed the foregoing instrument, and .""~"",, '""' 'he, '''MoO 'h, ..m, ,,'h,;, ","""^ .ct 2t ,," ~ j ,,', " AI'''' J, rur<I'8ULL JUl , LC'rlJ'vLfy 1 j.j ~';: " " NOlo,y Public, Nevada '~.;\~,:~X~;.{;.}':~' Clark County Notary Public in and for said State ~\\'<{,/I My appt. expo June 15, 1000 ~ NOTE: For complete release of real estate mortgage, see Form No. 129. Bu[,K2440rw 1-10 C The Iowa State Bar Association 130 PARTIAL. RELEASE OF MORTGAGE IOWADOCSTM 9/97 Revised November, 1995 , .. - . . Addendum 1. Auditor Parcel #97089: The northerly part of real estate described in Warranty Deed in Book 2148, Pages 258 and 259, and the Northerly part of Auditor Parcel #95107, recorded at the office of the Recorder of Johnson County, Iowa, more particularly described as follows: Commencing at the South Y. Corner of Section 22, T79N, R6W of the 5th P.M.; thence N 88056' 53" E - 22.10 feet along the South line of said Section 22 to a found 5/8" rebar; thence N 300 22' 24" E - 146.65 feet to a found 5/8" rebar; thence N 080 39' 34" E- 1020,99 feet to a found 5/8" rebar; thence N 090 49' 5 I " E - 134.02 feet to a found 5/8" rebar and the Point of Beginning of Auditor Parcel #97089; thence S 59043' 07" W - 416.41 feet to a set 5/8" rebar; thence S 35030' 15" E - 46,70 feet to a set 5/8" rebar; thence Northeasterly 25.50 feet on a 220.00 foot radius curve concave Southeasterly which chord bears N 560 24' 03" E - 25.49 feet to a set 5/8 rebar; thence N 590 43' 20" E - 336,64 feet to a set 5/8" rebar; thence Northeasterly 95.61 feet on a 970,00 foot radius curve concave Southeasterly which chord bears N 620 32' 45" E - 95.57 feet to a set 5/8" rebar; thence N 650 22' II" E - 205.52 feet to a set 5/8" rebar on the Westerly Right-of-Way line of South Gilbert Street; thence N 240 37' 49" W - 70.34 feet along said Westerly Right-of-Way line to a found 5/8" rebar; thence S 59043' 07" W - 256.82 feet to the Point of Beginning. Said tract contains 33,358 square feet or 0.766 acres, All of the above is subject to easements, agreements and restrictions of record, BOOYi2440rm 1-11 )) . ....(f, (( . :;tHE IOWA STATE BAR ASSOCIATION Dale Sanderson ISBA # 04878 '-::>C; FOR THE LEGAL EFFECT OF THE USE OF "~-Offlclal Form No. 101 THIS FORM, CONSULT YOUR LAWYER - I J1....'l:'Sq 'I' .[' ,,, , fEE REAL EsrATE TRANSFER ' , ) i _L' ".. -";r:'; -.~ u", " " . 1'0'1 "C-~ TAX PAID . ,~ dv ,~r'":",,, ,----- ~c, ,'te;;v 1998 HAR 12 PM 2: 5 s ',. ,..,,,,.,,, Feeo;::y_ ! . ) ,. '-'1 r ',,' ,---.-,;,,; .r:\ hC~uf(L "~Co ' \ \ '-, -'.. i Deborah Conger JOHi,l:Jl;I"', t.:j;~;'.: ; 1~"""_"Jl -, IO\'iA eil,'. \0,[;\ Total " dEC ~ I ! -}f ..Johnson CC.:.lj'j,y- i:.::;IO" Dale Sanderson, 119 Wright Street. PO Box 1607, Iowa City, Iowa, (319) 337-3167 Individuars Name Slreet Address City Phone SPACE ABOVE THIS LINE FOR RECORDER WARRANTY DEED For the consideration of One dollar and no/OO ($1.00/00) Dollar(s) and other valuable consideration, Olin L. Llovd and Floraine Llovd. husband and wife. do hereby Convey to .tbe City oflow. City, low. the following described real estate in Johnson County, Iowa: Auditor Parcel #97089: The northerly part ofreat estate described in Warranty Deed in Book 2148, Pages 258 and 259, and the Northerly part of Auditor Parcel #95107, recorded at the office of the Recorder of Johnson County, Iowa, more particularly described as follows: Commencing at the South Y. Corner of Section 22, T79N, R6W of the 5th P.M,; thence N 880 56' 53" E - 22.10 fect along the South line of said Section 22 to a found 5/8" rebar; thence N 300 22' 24" E - 146.65 feet to a found 5/8" rebar; thence N 08039' 34" E, 1020,99 feet to a found 5/8" rebar; thence N 090 49' 51" E - 134,02 feet to a found 5/8" rebar and the Point of Beginning of Auditor Parcel #97089; thence S 59043' 07" W - 416.4I!feet to a set 5/8" rebar; (thence S 350 30' 15" E - 46.70 feet to a set 5/8" rebar; thence Northeasterly 25.50 feet on a 220,00 foot radius curve 1 concave Southeasterly which chord bears N 560 24' 03" E - 25.49 feet to a set 5/8 rebar; thence N 590 43' 20" E- 336,64 fcet to a sct 5/8" rebar; thence Northcasterly 95.61 foct on a 970,00 foot radius curve concave Southeasterly which chord bears N 620 32' 45" E - 95.57 feet to a set 5/8" rebar; thence N 650 22' II" E - 205.52 feet to a set 5/8" rebar on the Westerly Right-{)f-Way line of South Gilbert Street; thence N 240 37' 49" W - 70.34 feet along said Westerly Right-{)f-Way line to a found 5/8" rebar; thence S 590 43' 07" W - 256.82 feet to the Point of Beginning. Said tract contains 33,358 square feet or 0.766 acres. ,jf; ~~) All of the abovc is subject to eascments, agreemcnts and restrictions of record, 0~ Grantors do Hereby Covenant with grantees. and successors in interest. that grantors hold the real estate by title in fee simple; that they have good and lawful authority to sell and convey the real estate; that the real estate is Free and Clear of all Liens and Encumbrances except as may be above stated; and grantors Covenant to Warrant and Defend the real estate against the lawful claims of all persons except as may be above stated. Each of the undersigned hereby relinquishes all rights of dower, homestead and distributiv share in and to the real estate. Words and phrases herein, including acknowledgment hereof, shall be construed as in the singular or plural number, and as masculine or feminine gender, according to the context. STATE OF IOWA Dated: March ss; JOHNSON COUNTY, On this /0 day of March 1998 , before me, the undersigned, a Notary (Grantor) Public in and for said State, personally appeared Olin L. Lloyd and Floraine Llovd, husband and wife, ;I ( . '-//' :'''.,---..c.<_ '~_4. . ,-1': Florainc Lloyd (Grantor) to me known to be the identical persons named in and who executed the foregoing instrument and acknowledged that they executed the same as their V~ttlry7:ct ~d deV, (Grantor) p,'"'''' 10 /1 ()..(j .r; 7/--- 1:." ,Ut;, <-' j I r~r[ 1-12 I t..' . <_. ("- ,.......-l \.,~ !::,&J.c..v" Dale E. Sandcrson, Ii -9-99 Notary Public (Grantor) (This fonn of acknowledgment for individual granlor(s) only) NOTAR~AL SEAL . Cl The Iowa State Bar Association 101 WARRANTY OEEO IOWAOOCS™ 9/97 Revised November 1995 . . 0 - , - / ! l~ " ~ ;~ ' . . : : i , ' . Ql ; \\ ~ t:E"::; ~:, ~~o.> 0.."'" -< ('.) .' -to:> -, J',~ :~ ;~ ,\5- ~8 I ~.g . I' Q) 0 ..... =' . o' j :J::i : ,..... Q1 " ::J" ::l I -' (f> . \ V> - :, ; I :. . . I ~ ; ~ $ g =< l'O t" o '<>0 '" \ (') ~\ z g :> 5"'~ z ~ ::::0 ;:;;J" :.J ~ i;ll-l )> ~ l--' 0 ~~ CtO:> =Ok' o (') ~ =i -a. 9~' o to oL:"~ :D to';~ ex> '" ""'" ,~ REAL ESTATE TRANSFER - GROUNDWATER HAZARD STATEMENT . . Please read the filing instructions on the reverse side BEFORE completing this form. PART I - TO BE COMPLETED BY TRANSFEROR (Please Type or Print Legibly) Olin L. and Floraine Lloyd Social Security No. 450-38-5427 TRANSFEROR Name ,__~_,______. u.__.________ (or Federall.D. No.) -- Address 4729 560th Street SE, Iowa City, Iowa 52240 Number and Street or RA City, Town or P.O, State lip Social Security No, . TRANSFEREE Name _ The City of Iowa City, Iowa (or Federall.D. No,) 42-6004R05 -.----- Address .~E. Washington Street, Iowa City, Iowa 52240 --- Number and Street or AR City, Town or P,O. Slate Zip Address of Property Transfered Number and Street or RR City, Town or P.O. State Zip Legal Description of Property See attached for le~al description. --' 1. Wells (check one) Xl There are no known wells situated on this property. D There is a well or wells situated on this property, The type(s), location(s) and legal status are stated below. 2. Solid Waste Disposal (check one) Xl There is no known solid waste disposal site on this property, o There is a solid waste disposal site on this property, but no notice has been received from the Department of Natural Resources that the site is deemed to be potentially hazardous. o There is a solid waste disposal site on this property which has been deemed to be potentially hazardous by the Department of Natural Resources. The location(s) of [he site(s) is stated below. 3. Hazardous Wastes (check one) Jff There is no known hazardous waste on this property, o There is hazardous waste on this property and it is being managed in accordance with Department of Natural Resources rules. 4. Underground Storage Tanks (check one) Jff There are no known underground storage tanks on this psoperty. (Note exclusions such as small farm and residential motor fuel tanks, most heating oil tanks, cisterns and septic tanks, in instructions.) o There is an underground storage tank or tanks on this property, The type(s). size(s) and any known substance(s) contained are described below, Information. if any, required by statements checked above: Attachment lor Additionallnrormation? Y/N 11 so, number of pages I HEREBY DECLAR~T THE INFOR?ION CONTAINED IN PART I OF THIS STATEMENT IS TRUE AND CORRECT. a .~ 8' Slgnalnre: _ ' ,_._ _ ___.u_ TelepllOne Number up.'7) ill"l.v. ------ liltlslurUI 01 ^uvnl) ____~ __ __ _____. __ ___...________ _._______ __ _.. _.__ n_____.... __ _____~____._ __ ----- -.-- -- -.------------ ------~---- --- -- -- -- -- -- PART II - TO BE COMPLETED BY RECORDER 3'ID,Qt J.l/'IO' I'lJ Date or Instrument__~__,~,____,_n_.._____,_ Book/LD._'-_____ Page/LD. - 3-IJ/i6 City or Township (0.0:1 6; c CL/J ~:~: of Re~ ___n_ n_._.uu__n_____ C}/~ Contract 0 County -------~--_.._-------~----_._------_._------~------------------------------------------------------ DNR form (SEPT, 94) FILE WITH RECORDER 542-0960 (S"e Instructions, 115) "". -. INSTRUCTIONS FOR COMPLETING GROUNDWATER HAZARD STATEMENT . The trnnsferor of real property is required to complete 3. Hazardous Wastes - "Hllzardolls waslc"' is defined in Pill! I of tllis form. Thf~ purpose of the sl;llelllcnf is to lowil Codr. s8clion 4558.411, 5G7-1-11.? (4558), I.A.C., siltisfy legnl requirements for" filin9 instruments of and federal regulations referenced therein. It is generally conveyance of real property with the COIJllty recorder (Iowa d8fined as Wi1ste t11flt roses a film;,! to twman health or Code Section 558.69). The Department of Natllral the environment. It includes wastes which are ignitable. Resources does not approve or disapprove of property corrosive. toxic. explosive. violently reactive. or specifically transfers bClsed on these statements. The stfltement must listed FlS h~zardous in the Code of Feoeral Regulations be signed by one of the persons transfNrin~ the property (40 em 261 ) EXCLUDED are household wastes, interest or that person's agent. An agF:!nt signing this form <lgricllltllri'll W<lstes returner! to the soil as fertilizers or soil represents the information from transferor to b: correct. conrlitioners. agrir:ultural chemictlls ;lrrlied or disposed of by a fanner in accordanr;e wilh the manufacturer's For tile most part the informnlion reclIlcsled is r;!p.<lr (nnmA, illslrllclinns, triple-rinsNj <1qric.llltllnll chemical containers nddrAss. SSN, efc.). Olle stat~Il'eflt IllHlel" C:lr:h of IIle disposed df by filnllp.ls (wilen"'! IlIp IInsf'lte is usert ns Illllllhnl(HI itp-Ins (1, 2, ~~ ..mil tl) 1I111St hr' clH'cl,,~d. !lIlO if 1l1i1IH~llp wnlnr ill 1IlP. l;lnl\lllix nlld ilpplir.d <1t <1ppl(lrJlin'~ ("II! 01 l\lore of llll~ slillntlH!llls c;llr~ckr!d 1(~qlliIPs llle Inl(':,), illld ()1I11~1 spncific 1t"11(~ti:JI~: 1'(~rs()Il!; illl! "~!Ially tmnsferor to provide addition<11 inlonn<llioll, th<11 infonna- I'cqllil eel to he aware of hazardolls W<1sln laws. tion is to be provided in p"rt I. Rf'I<110 the :ldditional information to the specific category of fi1cility (well. etc.) 4. Underground Storage Tanks - "Underground storage by /lumbering it with the corresponding number (1, 2. 3, tank" meAns one or a combination of tanks, including 4). If additional space is needed. type or prinl il legibly underground piping connected to the tanks, used to Oil <1. sr>p;lr~te sheel or sheets, complete Ole statements contain An <1ccllnllllation of regul<1ted substances, and the <:11 !l,w end of Part I ilnd altllch tile <ldditionnl inlonnnlioll VOIUIlIC of wllich is 10 pf!l'cent or Illorc hCllenth the surface to all copies of tile form. WIlen describing the location of the ground. "Regulated substances " include petroleum of a facility on the property, be reasonably precise, such products and hazardous or toxic materials identified in as a specific distance and general direction from a 567--135.2(455B), lAC. Underground storage tank does landmark or corner of the property. A professional survey not include: is not necessary. The following definitions are for use in a. FClrm or residential tanks of 1,100 gallons or less completing the form. capacity used for storing motor fuel for noncommer- cial purposes. (BlIt See 455B.473(4)) 1, Wells - A "well" ;s any excavation that is drilled, cored, b. Tanks used for storing heating oil for consumptive bored, augered, w<1shed, driven, dug, jetted or otherwise LIse on tile premises where stored, c()tl~ln1f:lp.d for nr.cnsfl.inq nrOllnrlwnlnr or for rjivf!rtin}J c. r1p.sirlrHltinl sopOr. lnnks. smfnce water into Ihe ground, including abandoned wells. d. Pipeline facilities regulated by state or lederallaw. "WelJ" does not include an open dilcll or dlainnge tiles e ^ surface impoundment, pil pond, or lagoon. which discllarge to the surface. r. ^ storm water or wastewater collection system. If a well is an "abandoned well" or an "agricultural drainage g. A flow-1hrough process tank. h. A liquid trap or associated gathering lines directly well," this mllst be identified and the status of the well related to oil or gas production and gathering willl respect to Iowa Code sections 455B.190 and 159.29, operations. respectively, must be stated. An "abandoned well" is a i. A tank in an underground area stich as a basement well no longer in use or in such stRte of disrepair that or mine, if the tank is on or above the surface of continued use is unsafe or impracticable. Abandoned wells tllp. floor. are to be properly plugged in accordance with chapter j. Pipes connected to the above exclusions. 39 of the rules of the Department of NRtural Resources. (567 Iowa Adminislrative Code, Chapter 39) "Tank type" means the material of construction (steel, An "agricultural drainage well" is a well constrllcted lor fiberglass reinforced plastic [FRP], or other Ispecify]), and any internal or external protection such as a protective the plJrpOSe of draining, or which drains, water from co::tting or wrapping, or cathodic protf!ction. agricultuml lC'md to an aquifer (underground). excluding drRinage tile intakes which outlet to the surface. Identify Il1e capacity in 9.:'111ons and the substance stored Agricultural drainnge wells are required to be registered in each tank. wilh the depmtment by September 30. 1988, Clnd lhe .)wner of IIH'! wp.II <llld of the l<1nrl drnined by 1110 wp!1 ;'lIT' 10 develop 5. Filing - The origin<ll of this form mllst be presented <l plan proposing nlternntivp.s 10 thp 1t~8 of the well by to the county I p.corder when the dOClIment to be recorded JlIly 1, 1994 (See Iowa Code Section 15929) is filed. If any of tile four questions me answered in the flffirlllative so 1I1at explanations are required, a duplicate 2. Solid Waste - "Solid wClste" means garbage, refuse, copy (or photocopy) of tllis form m"SI be filed with the rubbish and other similar discarded solid or semisolid recorder. In cases where <III four questions are answered malerial. It does not include dirt. stone, brick, or similar in the negative, this form will be forwarded by the recorder inorganic material used for fill, as long as no other solid to the transferee when the recorded instrument is returned. wasle is included. See 567--100.2(455B), Iowa Adminis- If any of the questions are answered in the affirmative tmOve Code (I.A.C.) for further definitions. A "disposal so <1S to require an explanation, the recorder shall furnish site" is any area on the property on. in, or under which the origin31 of this form to the transferee and forward the solid waste has been disposed, whether or not the disposal photocopy or other duplicate copy suitable for microfilm- is or was regulated by the department. ing to the department The recorder is not required to keep If the transferor or agent has not received notice from Any copies.. tile Department of Natural Resources that the disposal site The Recorder shall always forward thf! original to the tms been deemed to be potentially hazardous, there is no transferee wtlen the recorded instnllnent is returned. duty to inquire to the department. *Note The IEHld application of sludges or soils resulling from the remediation of underground stornge tank releases accomplished in compliance with Deparlment of Natural Rp-sources rules withoul a permit is nol mquired to be t"('rorled as the disposal of solid waste or l1azmdnus wflste. (See Iowa Code Seclion 558.69) \ ) l'dllln/fll/ .\ H"'Td,',ff'lI,wr CTj .'1(,nfll 54;'l.WIF>1"l .1 . . Auditor Parcel #97089: , I The northerly part ofreal estate described in Warranty Deed in Book 2148, Pages 258 and 259, and the Northerly part of Auditor Parcel #95107, recorded at the office of the Recorder of Johnson County, Iowa, more particularly described as follows: Commencing at the South 't\ Corner of Section 22, T79N, R6W of the 5th P.M.; thence N 880 56' 53" E - 22.10 feet along the South line of said Section 22 to a found 5/8" rebar; thence N 300 22' 24" E - 146.65 fectto a found 5/8" rebar; thence N 080 39' 34" E _ 1020.99 feet to a found 5/8" rebar; thence N 090 49' 51" E - 134.02 fectto a found 5/8" rebar and the Point of Beginning of Auditor Parcel #97089; thence S 590 43' 07" W - 416.41 fectto a set 5/8" rebar; thence S 350 30' 15" E _ 46.70 feet to a set 5/8" rebar; thence Northeasterly 25.50 feet on a 220.00 foot radius curve concave Southeasterly which chord bears N 560 24' 03" E - 25.49 feet to a set 5/8 rebar; thence N 590 43' 20" E- 336.64 feet to a set 5/8" rebar; thence Northeasterly 95.61 feet on a 970.00 foot radius curve concave Soulhe.1sterly which chord bears N 620 32' 45" E _ 95.57 feet to a set 5/8" rebar; thence N 650 22' II" E - 205.52 feet to a set 5/8" rebar on the Westerly Right-of-Way line of South Gilbert Street; thence N 240 37' 49" W -70.34 fect along said Westerly Right-of-Way line to a found 5/8" rebar; thence S 590 43' 07" W - 256.82 feet to the Point of Beginning. Said tract contains 33,358 square feet or 0.766 acres. All of the above is subject to easements, agreements and restrictions of record. '. ~ ... -I.. STANlEY CONSULTANTS FAX COVER SHEET Fax 319/26~ ~~ Stanley Building . 225 Iowa Avenue . Musadine. IA 52781-3'764 Tel. 319126~ "'Z~ NO. OF PAGES. TO: JI.J../NUAA/ X. ~AA./t!!. INCLUDING THIS SHEET: ~ RRM/LOCAT10N: ~"Y ttP ~\VA ~~~ CATE: 4.h~/?t:f /411/""'" ~~;r:y'} ~A. FAX NO: ~,. ? ~~6 - ~OOr ORIGINALS WIll. ___ WILL NOT --x_ FROM:, /)~t!J< Rlr.,,rN~~ SE SENT TO YOU BY MAIL C:UQ,...-r. \~ ~ ~ - --_.. N'AUJ _' -c..~ ~;N"'-'l.t!'n::.. h-\V4 ~ 7') /OlVA JOB,IPROJECT NO: /~~'7.;J1. 4:3 . CO This messaq~ is intended anly rer Ille use of \he in"Nidual ar en1ity to ""ic:!'l it is addressed and may cantain informatiOn 1I1at is prNileged. confidenlial. and elU!tnpt !ram disdcslJrl! under appfic:3b1e law, If 1I1e read.... of Illis message is not the intended recipient. or Ille em~ or agent responsible tor d1!li-mg Ille message \0 \lie il'tendl!<! recipient. you ..... nereby nollfied \hat any dissemination. distribulion. or copying of 1I1is cc:mmunicalian is nereby prohibited. If you have recei..,d Ill;s communication in """r. pleese nOlify us immediately by 1I!lephcne and rerum Ille otiginlll message to us at the abOlle address. Thank you. MESSAGE: ~O TA4~T4M~ ~tT.r 87/ r .67:IZ. "'C3- !,o NI't.. ~ P..Fa~. ~C) CO 7 -- .2:;;:;:: ~ !::?-..' ~ "'I>.. "1 ...... ., _c;. 0\ ...... .. ,,~ !/'" t! (!: t!'. .........oy.e-...cS 2:;!;!! ~ .."",,' " . ~~ "'"' Ill, C4J d;~. p"'.....eS "'I-r7-'.t:1'8.(J(J ;i;:-' ~ I::J -<:-.. V, IF COPY IS INCOMPlETE OR UNREAOA6LE, PLEASE CALL 319/264 40~ 20:S. 86. 9. ~ ~/.00-d 80e-l v.~-~ . .. .... o 5'-=: " III ;:> I~ tT !!! :II I.P a. .l! m "C"'< j; ~m C::"'" ". . . .. z 0 ~ >' ~ =. . . "0 "_ rn 0' ~ z. ._ . _" ", < 00 .- ~~ ., "" > ~ 0 zm (1)1 :;,:: 0 " "" o. rn Z .. 8 "0 "~ · ~3 00 _ _.! _ m 3 Ii 'i Q. ~ · ~ ill a~ ~ ~ nil;- ;i 2 ~ ~ ~ 6!ll ,"' ..~. P . m~ a' _ 0 . ",. " _ > Z ~ Z - · po. " ~ > ~ · '" t:l ~::c 'll "= Z n'" > -<:;; - - C ""' ". m - - - ~o( ...., 3 ~ P n R · -< . <~ mm W . _ 0- M ~ . 6~ P - ~ ~ !it. ~ . 'il - . > ...' ~ ." C .'- I, "r 8 ;: ~ " ~ :- I~ < C -<.9' c ' - . <:; , ~ . ,!C '" n, . 0 - · ,~ - .,. . a ~ ~~ ~ r- . z 0 · ..- . - ~ >:ol 0"1 t:1 < s I ~ ' I Ir> " .- r- ~ -9 .. I~ ~ 0- - " z -< <" < -< -3 " i! o' ~" rn ~ 8~ - .. " . - ~ g ~ m c r: _ _ ..c i:i ~ I ... 0> - . . 0' z. 0 . - - 0- .. z . <<.m Z I" ' 0 ~ ~ ~ ~ m 2~ - .. .. r F · p p':J: !!l s g' m l> . m Z P .. .. .... P = . d !:!S ~ i'! ~ ~r 0 0" zz -<~ ~< 0 . ,,::6~ oo~' M~ ~. CD Z o>'m > ~ ..' P -' C > Q m r- Q ~ ~ .. " . 0 PC li zJli:< >_:ol ... 0> . _' ~ ZZ ~ iil ~ > z z < 1. ~ < !'l~ , >" 0 0 m ~ 0 rn ->. lil ~ CI.:I ~ z:.c - "p <> . r" m '" _ m' -' P . m ~ o~ . - .,. ~z o(,;i -<0(;;:0: m." ffi. , 0 0 m" ~ rn z8. ,_ _~ ,"-<z , '" HUe< " ~ I ;:a - .. .. .' ..... - o - - I~=>, ; ~ '" a. .1'1 Jl1 ~'< ~ ~~ Cool " > "0 20 ~>. ., ~ ~" "~ ~ 8" ~. ,." _> > m"'o !;:l. ~ S~ e~ ~~~ m~ I_~. ; g . ~ :;; ~ g ~ 'i ~. !! 0; ~ ~ ~ g ~ ~ ~ " ~ m . _ " __ Om 0 . 0 _' m ~ > 2 0 2 - · ~ _" 0 - ~ > · . > .,0" 2~ 12. ' m" ~ ~ c < ~, m "n nO' ~ cJ' > ,,> o. s _. nO'. · , > ~o ~ 0 .-i" <- ':'; o!.' g 3 rn ~~h 5: - " _"'''' " ., .9 P ~ 0 ~ ~ g :z Z g ~ 0 _ m ~ . ::: r.1 ~ . , 112 ,,~~ .. ~ bo 0< ",x 0- :zz o<:Q m<";~ ~ 0 0 rn" · ~ r~.'" , ~ :z-~ > , ... o c: r. , - . O. l?l:; I ~ ",> 0 . . I "0> . ~ 2 2 <" < < ~~ z r · · 0 0 m '" ~ ~ :..""" r - lfj Uo :z0 :c _ _" . n" v. 5 .'- m ;;! . > m z n ... ~ g r- n ~ .....!: m - m ~~~~ ri ~ ~ ~ 0 "1 0 ~ ... z a ~ l'l (I) ~ >'" c: > (") n _ _l'l r- Q~~ :;:! ool - 0 z ~ to( loO"I::::S ~ z:' > p,. jl c;J~ t"' ~ > > ~ ~ "," ~ \ g > r- ~,-" \'J t""' 'f.ti." . E ~ ' ~, >t~' ~ .. ~ ' " ~ In . " ~~n\ ~ EIl:S. B6 I . 9. Mcftj ~nn vv/~00--d 80e 1 ~.~ ~ I . p, OJ " Prepared by: Charles Schmadeke, Public Works, 410 E. Washington St, Iowa City, IA 52240 (319) 356-5141 RESOLUTION NO. 98-156 RESOLUTION AUTHORIZING THE MAYOR TO SIGN AND THE CITY CLERK TO ATTEST AN AGREEMENT BETWEEN MMS CONSULTANTS, INC. OF IOWA CITY, IOWA, AND THE CITY OF IOWA CITY TO PROVIDE CONSTRUCTION SURVEY SERVICES FOR THE WILLOW CREEK INTERCEPTOR AND LATERAL SEWERS PROJECT. WHEREAS, the City of Iowa City has received bids for construction of the Willow Creek Interceptor and Lateral Sewers Project ("Project"); and WHEREAS, the City is responsible for establishing and maintaining horizontal and vertical control along the route of the Project; and WHEREAS, staff has negotiated an agreement with MMS Consultants, Inc.; and WHEREAS, the City Council deems it in the public interest to enter into an agreement with MMS Consultants, Inc. for construction survey services in order to provide construction staking and layout services for the Project NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: 1. The Consultant's Agreement attached hereto is in the public interest, and is approved as to form and content 2. The Mayor and City Clerk are hereby authorized and directed to execute the attached Consultant's Agreement Passed and approved this 28th day of April ,1998, ~-~ MAYOR ATTEST: ~./~~ ~ -A!~ i~Uk City Attorney's Office CITY LERK pwengfreslwillowcr.doc Resolution No. 98-156 Page ~ It was moved by Thornberrv and seconded by Vanderhoef the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: X Champion X Kubby X Lehman X Norton X O'Donnell x Thornberry X Vanderhoef CONSULTANT AGREEMENT THIS AGREEMENT, made and entered into this ?Rth day of April , 1998 , by and between the City ofIowa City, a municipal corporation, hereinafter referred to as the City and MMS CONSULTANTS, INC. of Iowa City, Iowa, hereinafter referred to as the Consultant. WHEREAS, the City ofIowa City has received bids for construction of the Willow Creek Interceptor and Lateral Sewers Project ("Project"); and WHEREAS, the City is responsible for establishing and maintaining horizontal and vertical control along the route of the Project; and WHEREAS, staff has negotiated an agreement with MMS Consultants, Inc.; and WHEREAS, the City Council deems it in the public interest to enter into an agreement with MMS Consultants, Inc. for construction survey services in order to provide construction staking and layout services for the Project. NOW THEREFORE, it is agreed by and between the parties hereto that the City does now contract with the Consultant to provide services as set forth herein. I. SCOPE OF SERVICES As part of the City's obligations to construct the above Project and pursuant to the construction contract between the City and the successful bidder (thereafter "Contractor"), the Consultant agrees to perform the following services for the City, and to do so in a timely and satisfactory manner. A. PROVIDE HORIZONTAL & VERTICAL CONTROL I. Double run bench level circuits along the Project Interceptor sewer route to establish vertical ground control and to confirm planned elevations at critical locations. Set elevation monuments approximately every one-fourth mile along the Project interceptor sewer route. 2. Traverse control points along the Project interceptor sewer routes to confirm and/or establish adequate horizontal ground control for use during construction of the planned improvements. B. CONSTRUCTION LAYOUT & STAKING I. Set survey stakes at Project manholes and sewer bend locations using offsets selected by the Contractor. 2. Establish line and grade for Project interceptor sewers at offset(s) selected by the Contractor. ---- - 2 - 3. Set elevation control at approximately 300-foot intervals along the Project interceptor sewer route for use by the inspector and Contractor to confirm sewer elevation at any location along the route. These elevation check points shall be placed on one side of the proposed Project interceptor sewer at the construction limit line. 4. Set survey hub and lath at approximately ISO-foot intervals along each side of the Project interceptor sewer route to delineate the temporary construction limits shown on the plans. 5. Set whatever survey stakes the City may require for horizontal and vertical control for the following Project interceptor sewer improvements. a. Junction structures b. River and creek crossing structures - c. Jacked casings and crossings 6. - Set survey stakes as required by the City to perform the planned excavationriprap and gabions along the Iowa River channel and Willow Creek channel. 7. Verify location and elevation of existing sewer, structures, and utilities as may be requested by the City. 8. Restake all parking areas, driveways, culverts and drainage tile removed and replaced and/or constructed as part of the Project. 9. Christopher M. Stephan, P.E. and/or Glen D. Meisner, P.E. & L.S. will be available to coordinate Project construction staking activities, and will be available to the City for project meetings. C. ADDITIONAL REOUIREMENTS L The City will provide notification of all changes affecting layout and staking for all of item B above. 2. Restaking to maintain horizontal and vertical control will be provided by Consultant. However, restaking required due to Contractor negligence or failure to protect completed work will not be provided. Any further staking not contemplated in this Agreement will be considered extra work, and will be provided at Consultant's standard hourly rate in effect at the time the work is performed. A copy of Consultant's current rate schedule is attached. 3. The City will provide 24-hour prior notice before construction survey staking and layout services are required. 4. The City will provide necessary plans, specifications addenda for Consultant's use. S. City will provide AutoCADD disk of construction plans to the Consultant. - 3 - D. WORK NOT INCLUDED IN THIS PROPOSAL I- Measurement for and preparation of "Record-of-Construction" drawings. 2. Structural design of shores, forms and similar items. 3. Soil engineering services; i.e. Proctor determinations, field soil density test, etc. II. TIME OF COMPLETION The Consultant shall complete the following phases ofthe Project in accordance with the following schedule: A. PROVIDE HORIZONTAL & VERTICAL CONTROL: Begin one (I) week after written execution of the Agreement. B. CONSTRUCTION LAYOUT & STAKING: Concurrently with construction of the Project III. GENERAL TERMS A. The Consultant shall not commit any of the following employment practices and agrees to prohibit the following practices in any subcontracts: I- To discharge or refuse to hire any individual because of their race, color, religion, sex, national origin, disability, age, marital status, sexual orientation or gender identity. 2. To discriminate against any individual in terms, conditions, or privileges of employment because of their race, color, religion, sex, national origin, disability, age, marital status, sexual orientation or gender identity. B. Should the City terminate this Agreement, the Consultant shall be paid for all work and services performed up to the time of termination. However, such sums shall not be greater than the "lump sum" amount listed in Section IV. The City may terminate this Agreement upon seven (7) calendar days' written notice to the Consultant C. This Agreement shall be binding upon the successors and assigns of the parties hereto, provided that no assignment shall be without the written consent of all Parties to said Agreement D. It is understood and agreed that the retention of the Consultant by the City for the purpose of the Project shall be as an independent contractor and shall be exclusive, but the Consultant shall have the right to employ such assistance as may be required for the performance of the Project E. It is agreed by the City that all records and files pertaining to information needed by the Consultant for the project shall be available by said City upon reasonable request . -4- to the Consultant. The City agrees to furnish all reasonable assistance in the use of these records and files. F. It is further agreed that no Party to this Agreement shall perform contrary to any state, federal, or local law or any ofthe ordinances of the City ofIowa City, Iowa. G. At the request of the City, the Consultant shall attend such meetings of the City Council relative to the work set forth in this Agreement. Any requests made by the City shall be given with reasonable notice to the Consultant to assure attendance. H. The Consultant agrees to furnish, upon termination of this Agreement and upon demand by the City, copies of all basic notes and sketches, charts, computations, and any other data prepared or obtained by the Consultant pursuant to this Agreement without cost, and without restrictions or limitation as to the use relative to specific projects covered under this Agreement. In such event, the Consultant shall not be liable for the City's use of such documents on other projects. 1. The Consultant agrees to furnish all reports, specifications, and drawings, with the seal of a professional engineer affixed thereto or such seal as required by Iowa law. J. The City agrees to tender the Consultant all fees in a timely manner, excepting, however, that failure of the Consultant to satisfactorily perform in accordance with this Agreement shall constitute grounds for the City to withhold payment of the amount sufficient to properly complete the Project in accordance with this Agreement. K. Should any section of this Agreement be found invalid, it is agreed that the remaining portion shall be deemed severable from the invalid portion and continue in full force and effect. L. Original contract drawings shall become the property of the City. The Consultant shall be allowed to keep mylar reproducible copies for the Consultant's own filing use. M. Fees paid for securing approval of authorities havingjurisdiction overthe Project will be paid by the City. N. Upon signing this Agreement, Consultant acknowledges that Section 362.5 of the Iowa Code prohibits a City officer or employee from having an interest in a contract with the City, and certifies that no employee or officer of the City, which includes members of the City Council and City boards and commissions, has an interest, either direct or indirect, in this agreement that does not fall within the exceptions to said statutory provision enumerated in Section 362.5. IV. COMPENSATION FOR SERVICES A. The Consultant shall invoice a percentage of the Lump Sum amount, based on Contractor progress according to the table attached as Exhibit "A". B. TOTAL LUMP SUM: $ 71,500.00 - - - -- --- . - 5 - V. MISCELLANEOUS A. All provisions of the Agreement shall be reconciled in accordance with the generally accepted standards of the Engineering Profession. B. It is further agreed that there are no other considerations or monies contingent upon or resulting from the execution of this Agreement, that it is the entire Agreement, and that no other monies or considerations have been solicited. FO~ ~ FOR THE CONSULTANT By' Jw~ -,- . B:,:: A~J). 11"\ -"~ 0 0 Title: Mayor Title: ili C <-. /' res id.e n I- Date: April 28. 1998 Date: A- 0 nO I z. 4. I 9 98 , ATTEST: ~~~~ ~ Approved by: _~1JfJd) City Attorney's Office L(-;t<f;-qf( Date . . --.. . Exhibit A MMS Consultants. Inc. will invoice a pe<centaQe of the Lump Sum (tS) amount bas~ on Con_ prc>greS$ accxxding to the fotlowing table: Percent Percent of pen:ent Percent of Contractor LS Amount ContradOr LS AIr.CT.r.t Comclete ~ Comolete ~ 1 2 51 52 2 5 52 53 3 8 53 53 4 11 54 54 5 13 55 55 6 15 56 55 7 17 57 56 6 18 56 ;;r 9 19 59 57 10 21 60 58 11 22 61 58 12 23 62 59 13 24 63 59 14 25 64 60 15 26 65 60 16 27 68 61 17 27 67 62 18 28 68 62 19 29 69 63 20 30 70 63 21 31 71 64 22 31 72 65 23 31 73 56 24 32 74 67 25 33 75 68 26 34- 76 68 27 35 77 69 28 36 78 69 29 37 79 70 30 38 60 71 31 39 81 73 32 39 B2 75 33 40 83 76 34- 41 84 n 35 42 85 78 36 43 86 79 37 44 87 80 38 44 83 81 39 45 89 83 4Q 45 SO 85 41 40 91 sa 42 Mi 92 1:0 43 47 93 91 44 48 94 93 4S 48 95 95 4<S 49 96 97 47 49 97 W 43 50 98 100 49 51 99 50 52 100 Page 6 . . MMS CONSULTANTS, INC. 1998 RATE SCHEDULE WORK CODE DESCRIPTION MI0UNT /HOUR 11 Engineer I S6Z.00/Hr. 12 Engineer II S57.75/Hr. 13 Engineer III S-l7.50/Hr. 14 Engineer IV S36.50/Hr. 21 Landscape Architect I S6Z.00/Hr. 22 Landscape Architect II S57.75/Hr. 23 Landscape Architect III S-l7.50/Hr. 24 Landscape Architect IV S36.S0/Hr. 31 Land Surveyor I S6Z.00/Hr. 32 Land Surveyor II S57.75/Hr. 33 Land Surveyor III S5-l.50/Hr. 41 Engineering Technician I S50.00/Hr. 42 Engineering Technician II S-lZ.50/Hr. 43 Engineering Technician III S3S.00/Hr. 44 Engineering Technician IV S32.50/Hr. 61 Survey Party Chief S-l3.50/Hr. 62 Instrument Man S33.50/Hr. 63 Rodman/Chainman S30.00/Hr. 71 Const. Survey Party Chief S-lS.50/Hr. 72 Const. Rodman/Chainman S3S.50/Hr. 81 Word Processing/Administrative SnCO/Hr. 82 Clerical SZ3.75/Hr. 86 Expert Witness SI~C.CO/Hr. Page 7 PI" , Cu Prepared by: Chuck Schmadeke, Director, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-141 RESOLUTION NO. 98-158 RESOLUTION AWARDING CONTRACT AND AUTHORIZING MAYOR TO SIGN AND CITY CLERK TO ATTEST CONTRACT FOR THE CONSTRUCTION OF THE WILLOW CREEK INTERCEPTOR AND LATERAL SEWERS PROJECT. WHEREAS, Kenko, Inc, of Minneapolis, Minnesota has submitted the lowest responsible bid of $7,326,298.47 for the construction of the above-named project. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: 1. The contract for the construction of the above-named project is hereby awarded to Kenko, Inc., subject to the condition that awardee secure adequate performance bond, insurance certificates, and contract compliance program statements. 2. The Mayor is hereby authorized to sign and the City Clerk to attest the contract for the construction of the above-named project, subject to the condition that awardee secure adequate performance bond, insurance certificates, and contract compliance program statements. Passed and approved this 28th day of Aoril ,1998. ~L~i~ ;;fr~ YOR ATTEST: ~ ~~ A~bY 204 4~H~ij CI LERK City Attorney's Office It was moved by Thornberry and seconded by Kubby the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: X Champion X Kubby X Lehman X Norton X O'DDnnell X Thornberry x Vanderhoef pweng\res\willinte.doc I , -, . ~ ..j'.\)f :?~ "- STANLEY CONSULTANTS, INC. .. r ' ' . - Stanley Building. 225 Iowa Avenue. Muscatine, IA 52761-3764 Tel: 319/264.6600 . Fax: 319/264.6658 - May 4, 1998 , \D- - 0) 0 :lI: ~n "'" "Td :t>::i -< - Mr. Luvern McGrand n-< I i- -J Kenko, Inc. --Ie-' wn ;-<1- -0 8990 Springbrook Drive, Suite 230 fT1 ::x \::J Minneapolis, MN 55433 o~ ~ ~-'- :v - Dear Mr. McGrand: N Subject: Notice of Award Willow Creek Interceptor and Lateral Sewers City of Iowa City Iowa City, Iowa We have been informed by the City of Iowa City; Iowa City, Iowa that your company has been awarded the contract for subject project in the total amount of $7,326,298-47, based upon your Total Extended Price Bid submitted on April 14, 1998- Enclosed for your completion are three (3) copies of the "Agreement Between Owner And Contractor" and "Performance and Payment Bond". When completed, please return all copies of each document to this office. Each copy of the Bonds should be signed or countersigned by an Iowa Resident Agent and accompanied by a Power of Attorney. The completed Agreement and Bonds must be in our hands no later than fifteen (15) days from the date of your receipt of this Notice. You are required to furnish Insurance Certificates in accordance with Article 5 of the General Conditions and Article SC-5.4 of the Supplementary Conditions of the Project Manual. We suggest you send copies of these requirements to your insurance agent to assure proper coverage will be provided. You are reminded to complete the form ,"Section II - Assurance of Compliance", bound in the Project Manual and mail to Marian K. Karr, City Clerk, City of Iowa City, IA. Use Statement Number 2, "This contract is not federally funded." Please copy us on this mailing. MEMBER OF THE STANLEY CONSULTANTS GROUP. INTERNATIONAL CONSULTANTS IN ENGINEERING, ARCHITECTURE, PLANNING, AND MANAGEMENT Mr. Luvern McGrand May 4, 1998 Page 2 Upon our return receipt of these items, we will continue execution of the documents and forward one (1) fully- signed copy of the Contract to you, following signature by all parties. We look forward to working with you on this project. If you have any questions, please contact the writer at 319-264-6238. Sincerely, STANLEY CONSULTANTS, INC. ~~ - Contract Administrator Enclosure ce: Chuck Meyers ill ex> cc: Marian Karr 0 ::It 1'\ - cc: General Files 13474.03.00 .-;::0 ". --- --< - )/' -, I .-- ~. 0-<' -I i ~c-: -0 m --<,- . ... rn ::It 0 o?'. ~ :z: - :P N 13474.01 AGREEMENT BETWEEN OWNER AND CONTRACTOR wp956 Page 1, Rev. I TIllS AGREEMENT is dated as of the 29'" day of April in the year 1998, by and between the City of Iowa City: Iowa City, Iowa (hereinafter called OWNER) and Kenko, Inc.: Minneapolis, Minnesota hereinafter called CONTRACTOR). OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK. CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as Willow Creek Interceptor and Lateral Sewers. The Project for which Work under the Contract Documents may be the whole or only a part is generally described as Willow Creek Interceptor Sewer. Article 2. ENGINEER. The ENGINEER for this Project is th~ City of Ic,wa City's Director of Public.Works or his authorizec}Fcp,'esentative hereinafter called ENGINEER and who is to act as OWNER's representative, assume all duties and-respon~iIities, and have the rights and authority assigned to ENGINEER in the Contract Documents in connectio~~ c:l:letion of the Work in accordance with the Contract Documents. The Project has been designed by Stanl~>eo,ns nts,"'i1 Inc. who is hereinafter called ENGINEER's Consultant. ~-!:. I ~ -.I ~ --IrJ i Article 3. CONTRACT TIMES. ;<r- -0 m _'" :r 3.1 The Work will be substantially completed within 520 days after the date when the ciiii&;{ct T,ijbes V commence to run as provided in paragraph 2.3 of General Conditions, and completed and rerady for .tinal payment in accordance with paragraph 14.13 of the General Conditions within 550 days after the da!e>when Contract Times commence to run. 3.2 In addition to Substantial Completion and Final Completion requirements, additional intermediate work items and corresponding milestone dates needed to accommodate OWNER's needs are as follows: 3.2.1 Construction of Interceptor Sewer and connecting sewers within Kiwanis Park from Sta. 151 +00 to Sta. 171 +00 completed by August IS, 1998. 3.2.2 Construction of Interceptor Sewer and connecting sewers within Willow Creek Park from Sta. 171 +00 to Sta. 188+54 completed by October 15, 1998. 3.2.3 Construction of all Work on airport property completed by March I, 1999. 3.2.4 Construction of all Work within Dane Road right-of-way completed between June 15, 1998 and August 15, 1998. 3.3 Additional construction schedule requirements imposed by Corps of Engineers permit which must be complied with are as follows: 3.3. I All Work within the Iowa River channel on the sewer crossing must be completed during the months of July - September or December - February. 3.3.2 Due to Bald Eagle wintering conditions, no Work will be allowed within 114 mile of the Iowa River (east of Sta. 21 +00) between suurise and 10:00 a.m. from October 15'" to March 15"'. 3.4 Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if Work is not completed within the times specified in paragraphs 3. I and 3.2 above, plus any extensions thereof allowed in accordance with Article 12 of the General conditions. They also recognize the delays, expense, and difficulties involved in proving the actual loss suffered by the OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) CONTRACTOR shall pay OWNER One Thousand Dollars ($1,000.00) for each day that expires after the time specified in paragraph 3. I for completion and readiness for fmal payment and Five Hundred dollars ($500) for 13474.01 AGREEMENT BETWEEN OWNER AND CONTRACTOR wp956 Page 2, Rev. I each day that expires after the times specified in paragraph 3.2 for each Milestone Date until the Work is complete. Article 4. CONTRACT PRICE. OWNER shall pay CONTRACTOR for completion of the Work in accordance with the Contract Documents an amount in current funds equal to the sum of the amounts determined pursuant to paragraph 4.1 below: 4.1 Unit Price Work: For all Unit Price Work, and amount equal to the sum of the established unit price for each separately identified item of Unit Price Work times the estimated quantity of that item as indicated on attached Exhibit A. As provided in paragraph 11.9 of the General Conditions estimated quantities are not guaranteed, and determinations of acmal quantities and classification are to be made by ENGINEER as provided in paragraph 9.10 of the General Conditions. Unit prices have been computed as provided in paragraph 11.9.2 of the General Conditions. 4.2 Unit Adjustment Prices: to adjust "Cast-In-Place Concrete Strucmres" lump '''m items for changes from' quantities required. by C".ltract Documents. ;".",. .t..:.~d._l' <, 1 Strucmral Earth Excavation CY $5.00 2 Granular Fill CY $12.00 3 Reinforcing Bar Lb. $0.80 4 Wire Fabric Lb. $0.40 5 Concrete CY $580.00 Article 5. PAYMENT PROCEDURES. \.0 CD CONTRACTOR shall submit Applications for Payment in accordance with Anicle 14 of the Cien~l Contlttion~ Apphcauons for Payment will be processed by ENGINEER as proVided 10 the General CondltlO~ ~, ~ _ -/ I ,~ 5.1 Progress Payments; Retainage. OWNER shall make progress payments on accouli?.of the-eontfuct Price on the basis of CONTRACTOR's Applications for Payment as recommended by ENGINEER.~nceat month, except as hereinafter provided, the CONTRACTOR will make an estimate in writin~t:!lte lelal T~ amount and value of the work done to the first of the month by the CONTRACTOR dunng ~ns!CUlJl;ijlJn as provided in paragraphs below. All such payments will be measured by the schedule of valu~established in paragraph 2.9 of the General Conditions (and in the case of Unit Price Work based on the number oNnits completed) or, in the event there is no schedule of values. as provided in the General Requirements. The OWNER shall deduct from the estimated value of work done 5 % of such amount as retainage. 5.1.1 The OWNER shall pay monthly to the CONTRACTOR the balance not deducted and/or retained as aforesaid; provided, however. that in the event that outstanding or potential claims or liens against the project, as revealed by Statement of Account Starns and claim filings with the City Clerk, exceed the 5 % retainage amount being held by OWNER pursuant to Chapter 573 of the Iowa Code, then in that event the OWNER may in its discretion withhold from progress payments such further sums as may in its judgment be sufficient to cover such outstanding, or potential claims and liens, and/or may order suspension of work on the project by CONTRACTOR; and provided further, that payment may be withheld at any time if, in the judgment of the ENGINEER, the work is not proceeding in accordance with the Contract. No progress estimate or payment need be made when, in the judgment of the ENGINEER. the total value of the work done since the last estimate amounts to I!"ss than $25,000. 5.1.2 Nothing in the Agreement shall create any obligation on the pan of OWNER to pay to or see to the payment of any sums to any Subcontractor of CONTRACTOR or to anyone furnishing labor, material, or equipment to the CONTRACTOR, to any Subcontractor, Or to the project. 13474 01 AGREEMENT BETWEEN OWNER AND CONTRACTOR wp9S6 Page 3, Rev. I 5.1.3 Estimates of lump sum items shall be based on a schedule dividing each such item into its appropriate component parts, together with a quantity and a unit price for each part so that the sum of the products of prices and quantities will equal the Contract Price for the item. This schedule shall be submitted by the CONTRACTOR for and must have the approval of the ENGINEER before the first estimate becomes due. 5.1.4 If the ENGINEER determines that the progress of the work will be benefitted by the delivery to the site of certain materials and equipment, when available, in advance of actual requirement therefor and if such materials and equipment are delivered and properly stored and protected, the cost to the CONTRACTOR or Subcontractor as established by invoices or other suitable vouchers satisfactory to the ENGINEER, less the retained percentages as above provided, may be included in the progress estimates; provided always that there be duly executed and delivered by the CONTRACTOR to the ENGINEER at the same time a Bill of Sale in form satisfactory to the OWNER, transferring and assigning to the OWNER full ownership and title to such material or equipment. 5.2 Final Payment. Upon final. completion and acceptance of the W <)rk in accordance with paragraph 14.1' of the Georral Conditions, OWNER shall pay the remaindenof the .C,mtract Price as recommended by ENGINEER as provided in said paragraph 14.13. U) CD Article 6. CONTRACTOR'S REPRESENTATIONS. 0 :x ~n );>0 "TiI :t> :--=1 -< In order to induce OWNER to enter into this Agreement CONTRACTOR makes the following r~esent'!fums:r -I,' 6.1 CONTRACTOR has familiarized itself with the nature and extent of the Contract IY'oqi\iperiill ITI (including the Addenda listed in paragraph 7) and the other related data identified in the Bi@!!ing D'jlSlmew including "technical data." ::;::X .. ):;- - 6.2 CONTRACTOR has visited the site and become familiar with and is satisfied as to the gene~l. local and site conditions that may affect cost, progress, performance or furnishing of the Work. 6.3 CONTRACTOR is familiar with and is satisfied as to all federal. state and local Laws and Regulations that may affect cost. progress, performance and furnishing of the Work. 6.4 CONTRACTOR has carefully studied all reports of explorations and tests of subsurface conditions at or contiguous to the site which have been identified in the Supplementary Conditions as provided in paragraph 4.2.1 of the General Conditions. CONTRACTOR accepts the determination set forth in paragraph SC4.2 of the Supplementary Conditions of the extent of the "technical data" contained in such reports upon which CONTRACTOR is entitled to rely as provided in paragraph 4.2 of the General Conditions. CONTRACTOR acknowledges that such reports are not Contract Documents and may not be complete for CONTRACTOR's purposes. CONTRACTOR acknowledges that OWNER and ENGINEER's Consultant do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Contract Documents with respect to Underground Facilities at or contiguous to the site. CONTRACTOR has obtained and carefully studied (or assumes responsibility for having done so) all such additional supplementary examina- tions, investigations, explorations. tests, studies and data concerning conditions at or contiguous to the site or otherwise which may affect cost, progress, performance or furnishing of the Work or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by CON- TRACTOR and safety precautions and programs incident thereto. CONTRACTOR does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the performance and furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents. 6.5 CONTRACTOR is aware of the general nature of work to be performed by OWNER and others at the site that relates to the Work as indicated in the Contract Documents. 6.6 CONTRACTOR has correlated the information known to CONTRACTOR, information and observations obtained from visits to the site, reports and drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies and data with the Contract Documents. 13474.01 AGREEMENT BETWEEN OWNER AND CONTRACTOR wp956 Page 4, Rev. I 6.7 CONTRACTOR has given ENGINEER's Consultant written notice of all conflicts, errors, ambiguities or discrepancies that CONTRACTOR has discovered in the Contract Documents and the written resolution thereof by ENGINEER's Consultant is acceptable to CONTRACTOR, and the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. Article 7. CONTRACT DOCUMENTS. The Contract Documents which comprise the entire agreement between OWNER and CONTRACTOR concerning the Work consist of the following: 7.1 This Agreement (pages 1 to -L, inclusive). 7.2 Exhibit A to this Agreement (pages ~ to -L, inclusive). tC cD 7.~ Performance, Payment, and other Bonds, identifiert ~s exhibits B and conSiSting o~ 3 :',i c;:pag"s. ,... ._~n :t=' -., J;" --- -c. -j ==- 7.4 Notice to Proceed. G -~: ~ i-=- ~r' ,"'Ii -<r -u 7.5 General Conditions (pages I to 42, inclusive). :,,-rn 3 \0 o;.t'; r:-? 7.6 Supplementary Conditions (pages I to ----1-, inclusive). :;E:', };;- - N 7.7 Restriction on Non-Resident Bidding of Non-Federal-Aid Projects. 7.8 Contract Compliance Program (Anti-Discrimination Requirements); 7.9 Specifications bearing the title Willow Creek Interceptor and Lateral Sewers and consisting of divisions and pages as listed in Project Manual table of contents. 7.10 Drawings consisting of a cover sheet and sheets as listed in Drawing List. 7.11 Addenda numbers ----L- to ~ , inclusive. 7.12 Documentation submitted by CONTRACTOR prior to Notice of Award (pages...RL to...RL, inclusive). 7.13 The following which may be delivered or issued after the Effective Date of the Agreement and are not attached hereto; All Written Amendments and other documents amending, modifying or supplementing the . Contract Documents pursuant to paragraphs 3.4 and 3.5 of the General Conditions. The documents listed in paragraphs 7.2 et seq. above are attached to this Agreement (except as expressly noted otherwise above). There are no Contract Documents other than those listed above in this Anicle 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.4 and 3.5 of the General Conditions. Article 8. MISCELLANEOUS. 8.1 Terms used in this Agreement which are defmed in Article I of the General Conditions will have the meanings indicated in the General Conditions. 8.2 No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but without limitation moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 13474.01 AGREEMENT BETWEEN OWNER AND CONTRACTOR wp956 Page 5, Rev. I 8.3 OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents. 8.4 Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon OWNER and CONTRACTOR, who agree that the Contract Documents shall be refortned to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed this Agreement in triplicate. One counterpart each has been delivered to OWNER, CONTRACTOR, and ENGINEER. All portions of the Contract Documents have been signed or identified by OWNER and CONTRACTOR or by ENGINEER on their behalf. This Agreement will be effective on April 29 , 19.2L (which is the Effective Date of the Agreement). OWNER CilV of Iowa CilV CONTRACTOR: Kenko Inc. Iowa CilV Iowa Minneaoolis. Minnesota By: By: (CORPORATE SEAL) (CORPORATE SEAL) Arrest Attest Address for giving notices Address for giving notices Civic Center. 410 East Washin.ton Street 8990 Sprin.brook Drive Suite 230 Iowa CilV IA 52240-1826 Minneapolis MN 55433 (If OWNER is a public body attach evidence of authority to sign and resolution or other documents License No. authorizing execution of Agreement.) Agent for service of process: \D - = ~ -'" "11 ~o :P' If CONTRACTOR is a corporation attach:evitIence< -- of authority to sign. ~ -:: -:. .- 6 ~(-' in -<, -0 - fT1 :3 10 ***** o~,~ ~ :.;:/.. y - N 13474.0] EXHIBIT A - UNIT PRICES wp956 Page 1, Rev. 1 ~ Cl ~ ., B Latera] Sanitary Sewers (includes 24" Storm Sewer): ~n .- --, I ;;:: Diameter, inches Depth To 0-0. --J I . Invert, feet -iC :;, .-<r -0 I . ["'1 3: ~ I Dc' N :..>> 4 (service) 0-8 LF 125 $26.68 ~ :::r$3,335.00 ~ N 8-12 LF 95 $29.47 $2,799.65 8 0-8 LF 559 $10.72 $5,992.48 8-12 LF 1,292 $12.06 $i5,581.52 12-16 LF 1,229 $13.91 $17,095.39 16.20 LF 412 $16.43 $6,769.16 20-24 LF 477 $46.82 $22,333.14 10 8-12 LF 734 $14.78 $10,848.52 12-16 LF 10 $15.58 $155.80 16-20 LF 15 $109.12 $1,636.80 12 8-12 LF 75 $19.49 $1,461.75 12-16 LF 20 $21.87 $437.40 20-24 LF 142 $25.01 $3,551.42 18 0-8 LF 321 $23.67 $7,598.07 8-12 LF 815 $24.26 $19,771.90 12-16 LF 444 $27.50 $12,210.00 16-20 LF 95 $34.05 $3,234.75 20-24 LF 75 $69.22 $5,191.50 24 (Storm) 0-8 LF 1010 $30.46 $30,764.60 30 12-16 LF 30 $75.23 $2,256.90 33 8-12 LF 54 . $73.84 $3,987.36 C Interceptor sewers: Diameter, inches Depth To Invert, feet 42 0-16 LF 2,777 $174.78 $485,364.06 54 0-16 LF 1,254 $235.81 $295,705.74 16-20 LF 4024 $239.17 $962420.08 *Not to exceed 2.5% of total of extended prices EXHIBIT A - UNIT PRICES 13474.01 Page 2, Rev. 1 wp956 20-24 LF 1,737 $240.24 $417,296.88 24-28 LF 906 $263.00 $238,278.00 66 16-20 LF 74 $313.67 $23,211.58 20-24 LF 163 $325.21 $53,009.23 24-28 LF 1,293 $341. 72 $441,843.96 78 0-16 LF 400 $389.77 $155,908.00 16-20 LF 953 $395.46 $376,873.38 ..' - .. 20-24 .. LF 409 . $406.0: $166,058.09 24-28 LF 1,455 $427.65 $622,230.75 84 28-32 LF 164 $549.94 $90,190.16 D Siphon Pipe: 12" LF 374 $51.39 $19,219.86 36" LF 374 $202.27 $75,648.98 72" LF 374 $316.45 $118,832.30 E Lateral Sanitary Sewer Manholes (includes 24" Storm Sewer ~n ~ ti ;p- -< Manholes): '-., = r~,.~ I - d Standard 4' dia. Ea. 20 $1,588.73 :! ~31.+l4.60: rn ::t Extra Depth 4' dia. LF 144 $80.02 CJ ~$11 ~2.88: -< Drop Connection Ea. 4 $1,576.02 J;- $6~.08 F 42" Interceptor Sewer Manholes: Standard 6' dia. Ea. 11 $3,525.35 $38,778.85 Extra Depth LF 24 $240.73 $5,777.52 Drop Connection Ea. 1 $1,693.15 $1,693.15 G 54" and Larger Interceptor Sewer Manholes: Standard Ea. 34 $4,023.87 $136,811.58 Extra Depth LF 225 $126.19 $28,392.75 Drop Connection Ea. 3 $1,810.28 $5,430.84 H Road and Railroad Crossings (Augered or Jacked): 78" at Highway 921 and Crandic Railroad LF 190 $1,017.24 $193,275.60 54" at Highway 1 LF 285 $626.51 $178,555.35 54" at Caroetland LF 300 $733.24 $219972.00 *Not to exceed 2.5% of total of extended prices 13474.01 EXHIBIT A - UNIT PRICES wp956 Page 3, Rev. 1 li~ffii; Na@!! 42" at Benton SI. LF 100 $675.18 $67,518.00 18" at Highway 1 LF 120 $371.12 $44,534.40 8" at Highway I LF 130 $198.91 $25.858.30 18" at Highway 1 @ Menard's Drive LF 100 $371.87 ~ $3bt87.QO ...-...:: . -< ==. I Connections to Existing System: p.~ I I~' '. -I' i Existing MH SW 41A north of Benton Street LS 1 $855.46 --l c' $&s5.46' 1_.- " Existing MH 41 A-I north of Benton Street LS I . j-n ~S: :... I - $855.46 C; :7J 5.46, . .. EXisting MH SW41 north ofBemon Street :E~ ~, LS i $855.46):;- .5AG ! r.,.... Existing MH SW40 on Benton Street LS I $855.46 $855.46 New MH 49-1 in Willow Creek Park LS 1 $2.234.08 $2.234.08 Existing MH SW37 in Willow Creek Park LS I $855.46 $855.46 New MH 46-1 on private property on Burry Drive LS I $2,173.17 $2,173.17 Existing MH SW35 near Teg Drive LS I $855.46 $855.46 Existing MH SW34 near Teg Drive LS 1 $855.46 $855.46 New MH 43-1 in Kiwanis Park LS 1 $2,474.20 $2,474.20 New MH 41-1 near Teg Drive LS I $2,234.08 $2,234.08 Existing MH SW 29 on Willow Creek Drive LS 1 $855.46 $855.46 New MH 28-IA near Willow Creek Drive LS 1 $3,063.36 $3,063.36 New MH 28-1B near Willow Creek Drive LS 1 $3,123.10 $3,123.10 New MH 29-3 on Willow Creek Drive LS I $2,173.17 $2,173.17 .. New MH 26-1 on Private Service LS I $2,173.17 $2,173.17 Existing MH SW26B on Willow Creek Court LS 1 $855.46 $855.46 Existing MH SW24 on Highway 1 LS 1 $855 .46 $855.46 New MH 24-4 near Menard's Parking Lot LS 1 $3,235.55 $3,235.55 Existing MH SW21 on Highway 1 LS 1 $855 .46 $855.46 Existing Wet Well of Thomas & Betts Pump Station (MH3-3) LS 1 $1,407.97 $1,407.97 New MH7-1 near University of Iowa Printing LS I $2,415.64 $2,415.64 Existing MH 5 at South Riverside Drive Lift Station LS 1 $855.46 $855.46 J Sewer Service Connection Ea. 7 $319.44 $2236.08 *Not to exceed 2.5 % of total of extended prices '. EXHIBIT A - UNIT PRICES ] 3474.0] Page 4, Rev. 1 wp956 - K Pavement Replacement: PCC Streets SY 1,300 $44.98 $58,474.00 PCC Drives SY 425 $41.67 $17,709.75 ACC Streets, Drives, and Parking Lots with A~~re~ate Base SY 1,990 $19.57 $38,944.30 Crushed Stone Streets, Drives, and Parking Lots SY 8,900 $3.87 $34,443.00 ...... Seal Coat (per coat of bitumen and cover. SY 11,720 $1.60 $18,757..00 .. a~~re~ate ) '-.' L Sidewalk Replacement SF 80 $4.42 $353.60 M Granular Fill Under Pipe CY 1,000 $21.61 $21,610.00 N Sheeting Left in Place SF 500 $2.21 $1a05.00 0 Clearing, Grubbin~ and Tree Removal: (:) ~ l' ,"",C) Y"-i .- Line Sel!l1lent r'">....-:::. " ;j 42" dia. 168+00 to 172+00 LS 1 $2,071.88 ~r ~ I -<r-$2,m1.81l I" ... , 42" dia. 175+00 to 177+00 LS 1 $2,071.88 o ~$2,&'l'1.88 ~, 42" dia. 179+00 to 186+00 LS 1 $3,453.13 Y' $3,~.13 54" dia. 120+00 to 126+00 LS 1 $3,038.76 $3,038.76 54" dia. 150+00 to 152+00 LS 1 $1,381.25 $1,381.25 54" dia. 154+00 to 158+00 LS 1 $1,381.25 $1,381.25 78" dia. 3+00 to 6+00 LS 1 $8,287.51 $8,287.51 - 78" dia. 14+00 to 28+00 LS 1 $4,143.76 $4,143.76 P Select Backfill CY 6,400 $13.51 $86,464.00 Q Sod SY 3,010 $3.87 $11,648.70 R Seedin~ SY 202,000 $0.28 $56,560.00 S Cast-In-Place Concrete Structures: East Siphon Structure LS 1 $348,661.18 $348,661.18 West Siohon Structure LS 1 $294,404.09 $294,404.09 T Riorao: Iowa River Crossing SY 1,830 $42.32 $77,445.60 Willow Creek Crossing SY 1.130 $24.12 $27,255.60 U Gabions SY 1950 $40.20 $78 390.00 *Not to exceed 2.5 % of total of extended prices 13474.01 EXHIBIT A - UNIT PRICES wp956 Page 5, Rev. I V Plants : Grou A Ea. 20 $44.20 $884.00 Grou B Ea. 20 $99.45 $1,989.00 Grou C Ea. 10 $138.13 $1,381.30 Grou 0 Ea. 35 $442.00 $15,470.00 W Demolition: Thomas-Belts Lift Station LS I $5,099.63 $5,099.63 To ota Lift Station LS I $5,099.63 $5.099.63 Buildin at Sta. 16+00 LS I $2,215.00 $2,215.00 X Storm Water Pollution Prevention LS I $5.525.01 $5.525.01 y Erosion Control LS I $20,939.79 $20,939.79 Z Traffic Control LS I $40,376.77 $40,376.77 AA Disposal of Former Landfill Debris, Stations II to 22 TL 150 $144.20 $21,630.00 BB Rehabilitate Existin Manhole Ea. I $7,572. 70 $7.572.70 CC Concrete Ca LF 125 $155.90 $19,487.50 DO 10" Overflow and 4" Force Main Connections I to South Riverside Drive Lift Station LS $6,934.01 $6,934.01 EE Near Station 157 +00 LS I $1,462.04 $1,462.04 Near Station 170 +00 LS I $1,462.04 $1,462.04 I TOTAL EXTENDED PRICES $7,326,298.47 \D - co C) :ll: =EO ;po "Til J>::- -< I ~ C)- -~ -.I ~ --{c- -<r --u ~71 '"I'i ::Jl: o:::D ~ C) :E~ :v - N "Not to exceed 2.5 % of total of extended prices PERFORMANCE AND PA Y MENT SOND Kenko. Inc..: RQq() Sn,..i,,~n,..nnv n.,.i'TP (~ni t'~?~n\ Mi..-,'I"'lo<:t........,..;...).O.., . as (Here insert the nalne and address or legallitle of the ContractOr) , Principal. hereinafter called the Contractor and as Surety. hereinafter (Here insert the legal title of the Surety) called the Surety. are held and firmly bound unto the City of Iowa City. Iowa. as obligee, . Seven l1illion Three Hundred Twentv Sill Thousand hereinafter ::ailed the Owner. in the amount of Two Hundred Ninety Eight and 47/100Dollars ($7,326,298.47) for the payment for whi::.'1 Contra:tor and Surety hereby bind themselves. ~ir heirs, - Q) exe:;o..rtors, administrators. su:::::essors and assigns, join~y and severally, ~o ~ ~ii1 )>- - ~ ..-..._ I ~ U -I i --i" ~ -<r- -1J f~ ~ WHE:=:::';S. Conrra=or :--:zs. as of April 29, 1998 ~~te~ in(~: (cate) ~=^ .. J;;- - N written Agreement with Owner tor Wi 11 01.' Creek Interc.entor and Latera] Proie:t: a.'1d Sewers WH:;:;EAS. t'1e Agreement re:::uires !;xecution of t'1is ?eriormance and Payment 30m:, to :J€ :::om?letec oy Contra:tor, in a:::::or.::ance wit'1 plans and s;:>e::iii::ations pre;:;ared oy t'1e City of Iowa City, whi::h AG'reement is :'y reteren::e iiia~e ~ ~a;., hereof.. and ttle agreed-u~on work:.s hct"'o-ftor rOl'o~o"" to ~" 'he =ro'to'" l.......c.l_ __.1__ ~u , .__.... NOW. 7:-:=~=::.:JR=. ~~ CONDiTIONS OF 7~lS 03LlGATION are SU~ that, it Contra::t::lr shall promptly and :aiL'1tuJly pertorrn said Agreement, then t"le obiigation of this oond s~all be null an:::: voi::::; ot'1erv.rise it snail rer.:ain in full jor:::e an:::: efie:t until salis:a:tory :::ompietion f.... ::> . ... o U Ie , rOJeww A. The Surety hereby waives noti:::e of any alteration or extension of time made by the Owner. 3. Whenever Contractor shall be, and is declared by Owner to be, in default under the Agreement. the Owner having performed Owner's obligations thereunder. the Surety may promptly remedy the default. or shall promp~y: EXHIBIT B PS-1 , 1. Complete the Project in a=rtlance with the terms and conditions o.r the ." . Agreement, or Z. Obtain a bid or biz for submission to Owner for completing the Project in accordance with the terms and conditions of the Agreement; and upon determina- tion by Owner and Surety of the lowest responsible bidder, arrange for a contrad between such bidder and Owner, and make availal:lle, as work progresses (even though there may be a.default or a succession 01 defaults under the Agreement or subsequent contracts of completion arranged under this paragraph), sufficient funds to pay the cost of completion, less the !:lalan:::e of the Coritra:::t Price, !:lut not exceeding the amount set forth in the first paragraph hereof. The term "balance of t'1e Contract Price," as used in this paragraph. shall mean the total amount payable by Owner to Contractor under the Agreement, together wit' any a:idenda an::llor amendments thereto, less the amount properly paid by Owner to Contracl:lr. C. The Contractor and Contractor's Surety shall. in accor::lance with the provisions of Cha:Jter 384, Code of Iowa. be o:.ii;ated to keep the impr:lVements c:lVere:! by this :.on::! in good repair for a perla:! of ONE LlJ year.; from t'1e date of formal acceptance of the . improvements by the Owner. \.b co D. No right of action shall accrue to or for t'1e use of any person, cOf?o~~n ~thirdi~a.'1y ('"')-c I :::: other than the Owner name::! herein or Ihe heir.;, executors, administrators on!uc::essors ~;-- -u .,' {~ - rn 3: of Owner. o~ N 0 ::::E:::<: .. :r:.- - IT IS A FU;:;TH:R CONDITION OF THIS 03L1GATION that the Principal an~ Surely, in a~~ordance with provisions of Ch~ter 573, Code of Iowa. shall pay to all persol".s, firms or ~ corporations having contracts directly with the ?rin::ipal, including any of Principal's sub contra:. I tors, all claims due them for labor performed or materials fumished in the performance of the Agreement tor whose benefit this bond is given. The provisions at Chapter 573, Code of lo....-a, are a part of this bond to the same extent as if it were expressly set out herein. EXHIBIT B ?S-2 SIGNED AND SEAI..ED THIS DAY OF 0199_0 - IN THE PRESENCE OF: (Principal) Witness (Title) (Surety) Witness (Title) (Adoress) U) co 0 ::K: ::.!~ c-:: "'" l1'iI )>~ - U =EA :l> - c...:> EXHIBIT B P8-3 - - . :/'. .. '.;j'l . .. . ,". .. . ~,.,. ,:'.:i ;:' 7:- r c'; , CERTIFIED COPY OF RESOLUTION I, THE UNDERSIGNED, JILL MCGRAND-SVOBODA, as Secretary, do hereby certify that the following is a true, complete and correct copy of a certain resolution of the Board of Directors of Kenko, Inc. , a corporation duly organized and existing under the laws of the State of Minnesota, which resolution was duly adopted at a duly called meeting of the said Board, held on October 22, 1996, a quorum being present, and is set forth in the Minutes of the said meeting; that I am the keeper 0: the Minutes and Records of this corporation; and that the said resolution has not been rescinded or modified: That Corporate Superintendent Luvern McGrand be and hereby is authorized to execute any and all documents necessary to the transaction of business on behalf of Kenko, Inc. IN WITNESS WHEREOF, I have hereunto subscribed my name on this the '? day of December, 1996. L , . J l. '. ""'"", /' . - . . I . (lLi/ V) /'-..J_c1 /rL/ - H 'z:'-L>.rh\-..-/ Jill McGrand-Svoboda Subscribed and sworn to before me the /.r;; day of ~ne.n' In Lx ''L- , 1996. . Je.:nj/?CU ~L.I..'i:{i:__ Notary Public .......~- :; ,. @ CCNNA SEi1r :: ~ NOTAAYPU8UC.MINNb;..,.. r. u::> - CD ISANTI COUNTY ~ Cl ::x ...-...............".= ~ , ~c-; p li'il ):>= - - w - "R~~ R/ , - . Pr-dvL"- -r ..... Prepared by: Charles Schmadeke, Public Works, 410 E. Washington St, Iowa City, IA 52240 (319) 356-5141 RESOLUTION NO. 98-155 RESOLUTION AUTHORIZING THE MAYOR TO SIGN AND CITY CLERK TO ATTEST AMENDMENT NO.1 TO THE AGREEMENT DATED FEBRUARY 11,1997, BETWEEN STANLEY CONSULTANTS, INC., OF MUSCATINE, IOWA, AND THE CITY OF IOWA CITY FOR CONSULTING SERVICES DURING CONSTRUCTION OF WILLOW CREEK INTERCEPTOR SEWER PROJECT. WHEREAS, on the 20th day of February, 1997, the City of Iowa City, Iowa and Stanley Consultants, Inc. entered into an agreement for consulting services for improvements to the wastewater collection facilities; and WHEREAS, the City received bids and awarded a contract for construction of Willow Creek Interceptor and Lateral Sewer Project (Project); and WHEREAS, it is desirable for Stanley Consultants, Inc. to provide limited engineering consulting services during Project construction; and WHEREAS, staff has negotiated Amendment No.1 to the February 20, 1997 Agreement with Stanley Consultants, Inc.; and WHEREAS, the City Council deems it in the public interest to enter into the amendment agreement with Stanley Consultants, Inc., for limited engineering consulting services during construction of the Project. NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA THAT: 1. Amendment No. 1 to the Consultant's Agreement attached hereto is in the public interest, and is approved as to form and content. 2. The Mayor and City Clerk are hereby authorized and directed to execute the attached Consultant's Agreement. Passed and approved this 28th day of Apr; 1 ,19 98 ~~J-i'/'~~ ATTEST: ~ ~ ~-vJ MAYOR azn I L ~-11-1d CI CLERK City Attorney's Office pweng\res\stanley.doc < Resolution No. 98-155 . Page -2-- It was moved by Thornberrv and seconded by Vanderhoef the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: X Champion X Kubby X Lehman X Norton y O'Donnell X Thornberry X Vanderhoef ... . AMENDMENT NO. I CONSULTANT AGREEMENT CITY OF lOW A CITY, IOWA AND STANLEY CONSULTANTS, lNC. WHEREAS, on the 20th day of February 1997, the City of Iowa City, Iowa (CITY) and Stanley Consultants, Inc. (CONSULTANT) entered into an Agreement for consulting services for improvements to the wastewater collection facilities, and WHEREAS the Parties desire to amend said Agreement, THEREFORE, the Parties agree as follows: A. Part I - SCOPE OF SERVICES is amended to add Item D. as follows: D. Construction Phase Construction Phase will consist of office based consultant services to assist CITY in implementing construction contract CITY will provide required field staff and administer construction contracts. All CONTRACTOR'S communications and submittals shall be to CITY with exception of shop drawings which shall be simultaneously submitted to CITY and CONSULTANT. Specific CONSULTANT services are as follows: 1. Willow Creek Interceptor and Lateral Sewers Contract a. Attend Preconstruction Conference and first four Progress Meetings. b. Review CONTRACTORS shop drawing submittals for conformance with the design concept ofthe Project and compliance with the information given in the Contract Documents. Reviewed shop drawings with review comments, if any, shall be traJ)smitted to CITY. c. Review acceptability of substitute materials and equipment proposed by CONTRACTOR. d. Interpret and make determinations with regard to requirements of Contract Documents. e. Make site visits to observe construction work and report observations to CITY. Site visits shall be once per month and not more than one day duration. CITY shall retain primary responsibility for observation and inspection of the progress and quality of construction work. CITY shall provide certification to Iowa Department of Natural Resources that Project was constructed in accordance with approved plans and specifications. f Conduct final inspection with CITY to assist CITY in determining if the Project has been fully completed in accordance with the Contract Documents. clm:kc:iea29:ic-cal 1 - 1 - ! ~ .. ,I g. Visit concrete pipe manufacturing plant to observe manufacturing, storage, and testing facilities. Visits shall not exceed two separate visits of one day duration each at plant site. Prepare report to CITY summarizing results of plant visits. h. Prepare Record Drawings showing those changes made during construction, based on information furnished by the CITY. Provide one set of reproducible drawings, one set of full size prints, and a CADD data file of these Record Drawings. ) I B. Part II - TIME OF COMPLETION is amended to add third paragraph as follows: The CONSULTANT shall complete Construction Phase services in approximate accordance , with the requirements of the CONTRACTOR'S construction schedule. i I ! C. Part IV - COMPENSATION FOR SERVICES, side heading A., Methods and Amount, is amended to add Construction Phase as follows: Phase Description Lump Sum Fee Construction Phase $ 71,000 D. Part IV - COMPENSATION FOR SERVICES, side heading B., Payments, is amended to add Item 4 as follows: 4. CONSULTANT shall submit monthly statements for Construction Phase in accordance with payment schedule attached as Exhibit A. The payment schedule is based on CONTRACTORS estimated percent of completion of construction. CITY shall make prompt payments. The above Amendment is for the purpose of authorizing the CONSULTANT to proceed with additional Construction Phase services for the project and to set the means of compensation therefor. All other terms and conditions of the original contract remain in force and effect, except as amended hereto by these additions. FOR Tg ~ FOR THE CONSULTANT By: Ji,) ~ By: 6JL.-.L_ :r ~"7~ Title: Mayor Title: '4bz PWU',~ r- I Date: April ?R lqqR D,"~ Attest: 10~ :4! ~AA/ I Attest: Jf~I_;l APl:&~ Date: s-/S--9f7 I.f- )/:-'iK ~ City Attorney's Office c1m:kc:iea29:ic-cal 2 -- .,' EXHIBIT A '" ., Stanley Consultants will invoice a percentage of the lump sum (LS) amount based on contractor progress according to the following table: Percent Percent of Percent Percent of Contractor LS Amount Contractor LS Amount Comolete Billed Comolete Billed 1 2 51 52 2 5 52 53 3 8 53 53 4 II 54 54 5 13 55 55 6 15 56 55 7 17 57 56 8 18 58 57 9 19 59 57 10 21 60 58 11 22 61 58 12 23 62 59 13 24 63 59 14 25 64 60 15 26 65 60 16 27 66 61 17 27 67 62 18 28 68 62 19 29 69 63 20 30 70 63 21 30 71 64 22 31 72 65 23 31 73 66 24 32 74 67 25 33 75 68 26 34 76 68 27 35 77 69 28 36 78 69 29 37 79 70 30 38 80 71 31 39 81 73 32 39 82 74 33 40 83 75 34 41 84 76 35 42 85 77 36 43 86 78 37 44 87 79 38 44 88 80 39 45 89 81 40 45 90 83 41 46 91 85 42 , 46 92 88 43 47 93 90 44 48 94 91 45 48 95 93 46 49 96 95 47 49 97 97 48 50 98 99 49 51 99 100 50 52 100 ctm:kc:iea29:ic-ca1 3 _.' 13474.01 TABLE OF CONTENTS '---. - / wp9S6 Page I I WILLOW CREEK ..0 INTERCEPTOR AND LATERAL SEWERS cD C) ::;t "YQ . :fc; :;po CITY OF lOW A CITY :t> =:-. --: ..- IOWA CITY, IOWA N n==- 0-' cD ij . TITLE ~~ ~llV1 -m u -- - "=" Drawing List o~ ':7 ::;:: C thru.. 2 I Agreement Between Owner and Contractor :PI thmo 5 Exhibit A - Unit Prices 1 thru 5 Certified Copy of Resolution Rl , , Perfonnance and Payment Bond PB-l thru 5 I . Standard General Conditions for the Construction Contract - EJCDC No. 1910-8 (1990 Edition) 1 thru 42 , Exhibit GC-A to General Conditions GC-Al thru A2 I . Supplementary Conditions 1 thru 7 Addendum No.1 (dated April 1, 1998) 1 thru 3 I Addendum No.2 (dated April 8, 1998) 1 Statement of Account Status I thru 3 I Restriction on Non-Resident Bidding of Non-Federal Aid Projects I Contract Compliance Program, City of Iowa City CC-l thru 18 . DIVISION 1 GENERAL REQUIREMENTS Section 01005 Administrative Provisions I thru 5 Section 01025 Measurement and Payment 1 thru 5 . Section 01200 Project Meetings 1 thru 2 Section 01300 Submittals 1 thru 4 Section 01400 Quality Control 1 thru 2 Section 01500 Construction Facilities and Temporary Controls 1 thru 3 . Section 01600 Material and Equipment 1 thru 2 Section 01700 Contract Closeout 1 thru 2 II DIVISION 2 SITE WORK Section 02050 Demolition I thru 4 Section 0211 0 Site Clearing 1 thru 2 I. Section 02220 Excavating, Backfilling, and Compacting for Structures 1 thru 5 Section 02221 Trenching, Backfilling, and Compacting 1 thru 16 Section 02271 Plastic Filter Fabric 1 thru 3 Section 02273 Gabions 1 thru 3 . Section 02274 Riprap 1 thru 2 Section 02721 Sewerage Systems I thru 17 Section 02900 Landscaping 1 thru 7 . DIVISION 3 CONCRETE Section 03100 Concrete Formwork 1 thru 4 Section 03200 Concrete Reinforcing I thru 2 I Section 03300 Cast-in-Place Concrete 1 thru 13 DIVISION 5 METALS . Section 05990 Miscellaneous Metals 1 thru 4 DIVISION 6 WOOD AND PLASTICS Section 06610 Fiberglass-Reinforced Plastic Products 1 thru 4 . Section 06620 Plastic Liner 1 thru 5 I I TABLE OF CONTENTS 12004 - 1.- I ...~ Page 2 wp787 DIVISION 11 EQUIPMENT . Section 11287 Slide Gates 1 tbru 2 Section 11288 Sluice Gates 1 tbru 2 . SHOP DRAWING TRANSMITTAL FORM Bound Herein . . . . . . . . . . . . . . . . - I.' 13474 01 ORA.W1NGS I.1ST I Wp956 Page 1 II Rev I Drawinv No Title till. 1 Cover Sheet, Vicinity Map, and Drawing Index 1 I 2 General Legends and Notes 0 3 Interceptor Sewer Plan and Profile - Sheet 1 ..0 1 co , C) :x ~ 4 Interceptor Sewer Plan and Profile - Sheet 2 ~o "" :r>::-; -< ==' N ~ o-~. co 1. I 5 Interceptor Sewer Plan and Profile - Sheet 3 -" . --<r ::0- an 6 Interceptor Sewer Plan and Profile - Sheet 4 . rn :x 1:dJ 0:::0 - - ~~ .. , 7 Interceptor Sewer Plan and Profile - Sheet 5 Jo- - 1 w 8 Interceptor Sewer Plan and Profile - Sheet 6 1 , 9 Interceptor Sewer Plan and Profile - Sheet 7 1 10 Interceptor Sewer Plan and Profile - Sheet 8 1 I 11 Interceptor Sewer Plan and Prome - Sheet 9 0 I 12 ~nterceptor Sewer Plan and Profile - Sheet 10 I 13 Interceptor Sewer Plan and Profile - Sheet 11 I ., . 14 Interceptor Sewer Plan and Profile - Sheet 12 1 15 Interceptor Sewer Plan and Profile - Sheet 13 0 I 16 Interceptor Sewer Plan and Profile - Sheet 14 0 I 17 Highway 1 Lateral Sewer Plan and Profile - Sheet 1 1 18 Highway 1 Lateral Sewer Plan and Profile - Sheet 2 1 a 19 Willow Creek Coun Lateral Sewers - Plan and Profile 1 20 Kiwanis Park Lateral Sewers - Plan and Profile 1 I t 21 Miscellaneous Laterals 1 22 South Riverside Drive Lateral Sewers Plan and Profile Sheet 1 1 I 23 South Riverside Drive Lateral Sewers Plan and Profile Sheet 2 1 I 24 Structural Notes and Details 0 25 East Siphon Structure - Plans I I 26 East Siphon Structure - Sections 0 27 West Siphon Structure - Plans and Sections 1 a ~ DRAWINGS LIST 13474 01 . I Page 2 wp956 . 28 Siphon Structure Details 0 . 29 Traffic Control Plans - Sheet I I I 30 Traffic Control Plans - Sheet 2 0 31 Bedding Details 1 I 32 Miscellaneous Connection Details I 33 Manhole Details 0 II 34 Miscellaneous Details I t I , I , I I ." . I t a I . I I 81 I, .....-. 13474.01 AGREEMENT BETWEEN OWNER AND CONTRACTOR wp956 Page I, Rev. I I TillS AGREEMENT is dated as of the 29'" day of April in the year 1998, by and between the City of Iowa City: Iowa City, Iowa (hereinafter called OWNER) and Kenko, Inc.: Minneapolis, Minnesota hereinafter called CONTRACTOR). I OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK. I CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as Willow Creek Interceptor and Lateral Sewers. .0 co I The Project for which Work under the Contract Documents may be the whole or only a part is genfr'~~y d~be'Q~ Willow Creek Interceptor Sewer. ~ -'.; N ~ S2-. OJ r I Article 2. ENGINEER. ~c-: dol -<r :0- .. fT1 :!t The ENGINEER for this Project is thp City of JcJwa City's Director of Public.works or his authoril!Cd::!'~r;'~ntatiVeil hereinafter called ENGINEER and who is to act as OWNER's representative, assume all duties and:Te$onsiliilities, I and have the rights and authority assigned to ENGINEER in the Contract Documents in connection :With cOlllPletion of the Work in accordance with the Contract Documents. The Project has been designed by Stanley Consultants, Inc. who is hereinafter called ENGINEER's Consultant. I Article 3. CONTRACT TIMES. 3.1 The Work will be substantially completed within 520 days after the date when the Contract Times I commence to run as provided in paragraph 2.3 of General Conditions, and completed and ready for final payment in accordance with paragraph 14.13 of the General Conditions within 550 days after the date when Contract Times commence to run. I 3.2 In addition to Substantial Completion and Final Completion requirements, additional intermediate work items and corresponding milestone dates needed to accommodate OWNER's needs are as follows: I 3.2.1 Construction of Interceptor Sewer and connecting sewers within Kiwanis Park from Sta. 151 +00 to Sta. 171 +00 completed by August 15, 1998. 3.2.2 Construction of Interceptor Sewer and connecting sewers within Willow Creek Park from Sta. I 171 +00 to Sta. 188+54 completed by October 15, 1998. 3.2.3 Construction of all Work on airport property completed by March 1, 1999. I 3.2.4 Construction of all Work within Dane Road right-of-way completed between June 15, 1998 and August 15, 1998. I 3.3 Additional construction schedule requirements imposed by Corps of Engineers permit which must be complied with are as follows: I 3.3.1 All Work within the Iowa River channel on the sewer crossing must be completed during the months of July - September or December - February. 3.3.2 Due to Bald Eagle wintering conditions, no Work will be allowed within 1/4 mile of the Iowa I River (east of Sta. 21 +00) between sunrise and 10:00 a.m. from October 15'" to March 15'". 3.4 Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if Work is not completed within the times specified in I paragraphs 3.1 and 3.2 above, plus any extensions thereof allowed in accordance with Article 12 of the General conditions. They also recognize the delays, expense, and difficulties involved in proving the actual loss suffered by the OWNER if the Work is not completed on time. Accordingly, instead of requiring any I such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) CONTRACTOR shall pay OWNER One Thousand Dollars ($1,000.00) for each day that expires after the time specified in paragraph 3.1 for completion and readiness for final payment and Five Hundred dollars ($500) for I ------- .~ 13474.01 AGREEMENT BETWEEN OWNER AND CONTRACTOR wp956 Page 2, Rev. I . each day that expires after the times specified in paragraph 3.2 for each Milestone Date until the Work is complete. <D CD Article 4. CONTRACT PRICE. D ::s: . ~C') ",. liiJ J:>::-; -< OWNER shall pay CONTRACTOR for completion of the Work in accordance with the Contracf1)ocum~s aD:: . amount in current funds equal to the sum of the amounts determined pursuant to paragraph 4.1 below: II =<r:;:; ~ m 4.1 Unit Price Work: For all Unit Price Work, and amount equal to the sum of the es@llished-tinit @ for each separately identified item of Unit Price Work times the estimated quantity of that fteiii'as indicated on. . anached Exhibit A. As provided in paragraph 11.9 of the General Conditions estimated qMntitiesd!e not guaranteed, and determinations of actual quantities and classification are to be made by ENGINEER as provided in paragraph 9.10 of the General Conditions. Unit prices have been computed as provided in paragraph I 1. 9.2 of the General Conditions. . 4.2 Unit Adjustment prices: to adjust "Cast-In-Place Concrete Structures" lump ''1m items for changes from' quantities required'by (:,..ltract Documents. i ' j .,~ . (...~~d. ~. '. . I Structural Earth Excavation CY $5.00 . 2 Granular Fill CY $12.00 . 3 Reinforcing Bar Lb. $0.80 4 Wire Fabric Lb. $0.40 . 5 Concrete CY $580.00 Article 5. PAYMENT PROCEDURES. . CONTRACTOR shall submit Applications for Payment in accordance with Anicle 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. . 5.1 Progress Payments; Retainage. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Applications for Payment as recommended by ENGINEER. Once a month. except as hereinafter provided. the CONTRACTOR will make an estimate in writing of the total . amount and value of the work done to the first of the month by the CONTRACTOR during construction as provided in paragraphs below. All such payments will be measured by the schedule of values established in paragraph 2.9 of the General Conditions (and in the case of Unit Price Work based on the number of units completed) or, in the event there is no schedule of values, as provided in the General Requirements. The . OWNER shall deduct from the estimated value of work done 5% of such amount as retainage. 5.LI The OWNER shall pay monthly to the CONTRACTOR the balance not deducted and/or retained as aforesaid; provided, however, that in the event that outstanding or potential claims or liens . against the project, as revealed by Statement of Account Status and claim filings with the City Clerk, exceed the 5% retainage amount being held by OWNER pursuant to Chapter 573 of the Iowa Code, then in that event the OWNER may in its discretion withhold from progress payments such further . sums as may in its judgment be sufficient to cover such outstanding, or potential claims and liens, and/or may order suspension of work on the project by CONTRACTOR; and provided further, that payment may be withheld at any time if, in the judgment of the ENGINEER, the work is not proceeding in accordance with the Contract. No progress estimate or payment need be made when, in . the judgment of the ENGINEER, the tota! value of the work done since the last estimate amounts to less than $25,000. . 5.1.2 Nothing in the Agreement shall create any obligation on the part of OWNER to pay to or see to the payment of any sums to any Subcontractor of CONTRACTOR or to anyone furnishing labor, material, or equipment to the CONTRACTOR, to any Subcontractor, or to the project. . I. 13474 01 AGREEMENT BETWEEN OWNER AND CONTRACTOR wp956 Page 3, Rev. I . 5.1.3 Estimates of lump sum items shaU be based on a schedule dividing each such item into its appropriate component parts, together with a quantity and a unit price for each part so that the sum of the products of prices and quantities will equal the Contract Price for the item. This schedule shaU be I submitted by the CONTRACTOR for and must have the approval of the ENGINEER before the first estimate becomes due. 5.1.4 If the ENGINEER determines that the progress of the work will be benefitted by the delivery to . the site of certain materials and equipment, when available, in advance of actual requirement therefor and if such materials and equipment are delivered and properly stored and protected, the cost to the CONTRACTOR or Subcontractor as established by invoices or other suitable vouchers satisfactory to . the ENGINEER, less the retained percentages as above provided, may be included in the progress estimates; provided always that there be duly executed and delivered by the CONTRACTOR to the ENGINEER at the same time a Bill of Sale in form satisfactory to the OWNER, transferring and assigning to the OWNER fuU ownership and title to such material or equipment. . 5.2 Final Payment. Upon final completion and acceptance of the W"rk in accordance with par~aph 14.:' of the Geo"ral Conditions, OWNER shall pay the rema:ndenof the <'0ntract Price as recoll'm@led by . ENGINEER as provided in said paragraph 14.13. :;;~ ::::: IilJ . '" ~ Article 6. CONTRACTOR'S REPRESENTATIONS. ~-< CD r --l C . . In order to induce OWNER to enter into this Agreement CONTRACTOR makes the foUowing rel1'iis~nta~s: ~ C)7J = U 6.1 CONTRACTOR has familiarized itself with the nature and extent of the Contract Dac:ufu'i,nt~ (including the Addenda listed in paragraph 7) and the other related data identified in the Bidding DOl:UIIlents . including "technical data." 6.2 CONTRACTOR has visited the site and become familiar with and is satisfied as to the general, local I and site conditions that may affect cost, progress, performance or furnishing of the Work. 6.3 CONTRACTOR is familiar with and is satisfied as to all federal, state and local Laws and Regulations that may affect cost, progress, performance and furnishing of the Work. I 6.4 CONTRACTOR has carefully studied all reports of explorations and tests of subsurface conditions at or contiguous to the site which have been identified in the Supplementary Conditions as provided in paragraph 4.2.1 of the General Conditions. CONTRACTOR accepts the determination set forth in paragraph SC4.2 of . the Supplementary Conditions of the extent of the "technical data" contained in such reports upon which CONTRACTOR is entitled to rely as provided in paragraph 4.2 of the General Conditions. CONTRACTOR acknowledges that such reports are not Contract Documents and may not be complete for CONTRACTOR's I purposes. CONTRACTOR acknowledges that OWNER and ENGINEER's Consultant do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Contract Documents with respect to Underground Facilities at or contiguous to the site. CONTRACTOR has obtained and carefuUy studied (or assumes responsibility for having done so) aU such additional supplementary examina- I tions, investigations, explorations, tests, studies and data concerning conditions at or contiguous to the site or otherwise which may affect cost, progress, performance or furnishing of the Work or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by CON- I TRACTOR and safety precautions and programs incident thereto. CONTRACTOR does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the performance and furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents. . 6.5 CONTRACTOR is aware of the general nature of work to be performed by OWNER and others at the site that relates to the Work as indicated in the Contract Documents. I 6.6 CONTRACTOR has correlated the information known to CONTRACTOR, information and observations obtained from visits to the site, reports and drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies and data with the Contract Documents. I I I. 13474.01 AGREEMENT BETWEEN OWNER AND CONTRACTOR wp956 Page 4, Rev. 1 . 6.7 CONTRACTOR has given ENGINEER's Consultant written notice of all conflicts, errors, ambiguities or discrepancies that CONTRACTOR has discovered in the Contract Documents and the written resolution thereof by ENGINEER's Consultant is acceptable to CONTRACTOR, and the Contract Documents are . generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. Article 7, CONTRACT DOCUMENTS. . The Contract Documents which comprise the entire agreement between OWNER and CONTRACTOR concerning the Work consist of the following: . 7.1 This Agreement (pages I to -----2-, inclusive). 7.2 Exhibit A to this Agreement (pages -----L- to ---5--, inclusive). . 7.1 Performance, Payment, and . other Bonds, identifiert ~s exhibits B and consisting of 3 hL:;:pa~'~s. ".,' lD . CJ) 7.4 Notice to Proceed. 0 :x "Yil :.'Eo "" );.=. -< 7.S General Conditions (pages 1 to 42, inclusive). == ,,-.. N .,- . . OJ ij . 7.6 Supplementary Conditions (pages 1 to ..:L-, inclusive). ---1(- ,.~ --<r "" . rn ::n: .~ -- - 7.7 Restriction on Non-Resident Bidding of Non-Federal-Aid Projects. o~ - ~.."..~ " . J;- - 7.8 Contract Compliance Program (Anti-Discrimination Requirements); c,,; . 7.9 Specifications bearing the title Willow Creek Interceptor and Lateral Sewers and consisting of divisions and pages as listed in Project Manual table of contents. 7.10 Drawings consisting of a cover sheet and sheets as listed in Drawing List. I 7.11 Addenda numbers -L to .-1...- , inclusive. 7.12 Documentation submitted by CONTRACTOR prior to Notice of Award (pages..RL.. to..RL.., . inclusive) . 7.13 The following which may be delivered or issued after the Effective Date of the Agreement and are not . attached hereto: All Written Amendments and other documents amending, modifying or supplementing the .Contract Documents pursuant to paragraphs 3.4 and 3.5 of the General Conditions. The documents listed in paragraphs 7.2 et seq. above are attached to this Agreement (except as expressly noted . otherwise above). There are no Contract Documents other than those listed above in this Article 7. The Contract Documents may only . be amended, modified or supplemented as provided in paragraphs 3.4 and 3.5 of the General Conditions. Article 8. MISCELLANEOUS. . 8.1 Terms used in this Agreement which are defmed in Article I of the General Conditions will have the meanings indicated in the General Conditions. 8.2 No assignment by a party hereto of any rights under or interests in the Contract Documents will be I. binding on another party hereto without the written consent of the party sought to be bound; and specifically but without limitation moneys that may become due and moneys that are due may not be assigned without such , consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically II stated to the contrary in any written consent to an assignment no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. . . 13474.01 AGREEMENT BETWEEN OWNER AND CONTRACTOR wp95'6 Page 5, Rev. 1 . 8.3 OWNER and CONTRACTOR each binds itself, its panners, successors, assigns and legal representatives to the other party hereto, its panners, successors, assigns and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents. . 8.4 Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon OWNER and CONTRACTOR, who agree that the Contract Documents shall be refonned to replace such . stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. . IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed this Agreement in triplicate. One counterpart each has been delivered to OWNER, CONTRACTOR, and ENGINEER. All portions of the Contract Documents have been signed or identified by OWNER and CONTRACTOR or by ENGINEER on their behalf. I This Agreement will be effective on April 29 , 19..2L (which is the Effective Date of the Agreement). I OWNER CilV of Iowa CilV CONTRACTOR: Kenko. Inc. I ciZ::Lowa ~~ By: tJ (CORPORATE SEAL) I . Attest .~/:".-.u ~. ~ Attest cit!- )IP'y1 ~ St lO/21Ci. 111 McGrand-Svoboda, Secretary Address for giving notices Address for giving notices . Civic Center 410 East Washington Street 8990 Soringbrook Drive Suite 230 . Iowa CilV. IA 52240-1826 Minneaoolis MN 55433 (If OWNER is a public body attach evidence of License No.!Jnlrlcl1l'lo/yi-S)ytLhrn L//2. ?/-'17 authority to sign and resolution or other documents I authorizing execution of Agreement.) Agent for service of process: (', ,& (I' Ot}-,'{h S y-r k ry). my >>.J.,JGraJ /'Nt.. ))eJ /v!r);'ltU ~~ - f..J1-9R fA Sd3/z- . I If CONTRACTOR is a corporation attach evidence City Attorney's Office of authority to sign. I ***** -0 cD - ::it 0 ~ ~~~ "'" I -'" J;> - . =- N <='" 0-: 0:> U ::{c :po '-;;1 --<.," ; I .. rn :z a C;~~ - ...--:,.", .' ~ - :P- c..:- I I I. .' 13474.01 EXHIBIT A - UNIT PRICES wp956 Page I, Rev. 1 . ~ . L-' ...... "7il B Lateral Sanitary Sewers (includes 24" Stonn Sewer): :::::c; :>>> "........-.. --< N - . 0-: -=- Diameter, inches Depth To co U Invert, feet -1C m -<r ;t>o . ("\ ::rt: "4 . 1--'0' - 4 (service) 0-8 LF 125 $26,68 :;:;:X $D35,00 e,,;, 8-12 LF 95 $29.47 $2,799.65 . 8 0-8 LF 559 $10.72 $5,992.48 - 8-12 LF 1,292 $12,06 $15,581.52 . 12-16 LF 1,229 $13.91 $17,095.39 16-20 LF 412 $16.43 $6,769.16 . 20-24 LF 477 $46.82 $22,333.14 10 8-12 LF 734 $14.78 $10,848,52 . 12-16 LF 10 $15.58 $155,80 16-20 LF 15 $109.12 $1,636.80 . 12 8-12 LF 75 $19.49 $1,461.75 12-16 LF 20 $21.87 $437.40 . 20-24 LF 142 $25.01 $3,551.42 18 0-8 LF 321 $23.67 $7,598.07 . 8-12 LF 815 $24,26 $19,771.90 12-16 LF 444 $27 .50 $12,210,00 . 16-20 LF 95 $34,05 $3,234,75 20-24 LF 75 $69.22 $5,191.50 . 24 (Stonn) 0-8 LF 1010 $30.46 $30,764.60 30 12-16 LF 30 $75,23 $2,256,90 . 33 8-12 LF 54 $73,84 $3,987.36 C Interceotor sewers: . Diameter, inches Depth To Invert, feet . 42 0-16 LF 2,777 $174.78 $485,364.06 54 $235.81 $295,705.74 0-16 LF 1,254 . 16-20 LF 4024 $239.17 $962420,08 . "Not to exceed 2.5 % of total of extended prices I -- .. EXHIBIT A - UNIT PRICES 1347401 Page'2, Rev. I wp956 . I 20-24 LF 1,737 $240.24 $417,296.88 24-28 LF 906 $263.00 $238,278.00 . 66 16-20 LF 74 $313.67 $23,211.58 20-24 LF 163 $325.21 $53,009.23 . 24-28 LF 1,293 $341.72 $441,843.96 78 0-16 LF 400 $389.77 $155,908.00 . 16-20 LF 953 $395.46 $376,873.38 -- . 20-24 Lr 409 . $406.0: $166,058.09 . 24-28 LF 1,455 $427.65 $622,230.75 84 28-32 LF 164 $549.94 $90.190.16 . D Siphon Pipe: 12" LF 374 $51.39 $19,219.86 I 36" LF 374 $202.27 $75,648.98 72" LF 374 $316.45 $118,352.30 . E Lateral Sanitary Sewer Manholes (includes 24" Stonn Sewer Manholes): . Standard 4' dia. Ea. 20 $1,588.73 $31,774.60 Extra Depth 4' dia. LF 144 $80.Q2 $11,522.88 . Drop Connection Ea. 4 $1,576.02 $6,304.08 F 42" Interceptor Sewer Manholes: . Standard 6' dia. Ea. 11 $3,525.35 $38,778.85 Extra Depth LF 24 $240.73 $5,777.52 , '. Drop Connection Ea. 1 $1,693.15 $1,693.15 G 54" and Larger Interceptor Sewer Manholes: I I I. Standard Ea. 34 $4,023.87 $136,811.58 Extra Depth LF 225 $126.19 $28,392.75 I. Drop Connection Ea. 3 $1,810.28 $5,430.84 H Road and Railroad CrossingS (Augered or Jacked): \.0 78" at HiJ1;hway 921 and Crandic Railroad LF 190 $1,017.24 o ~ II -c:$193 ;'215.60; 54" at HiJ1;hway 1 LF 285 $626.51 ~$l78;s$5.3i , . 54" at Caroetland LF 300 $733.24 :::;$219-9.:72.00: 1 =-- f"'1 = <..)I oX - - ~::::':: .. I )> - *Not to exceed 2.5 % of total of extended prices w _. .: . .. 1347401 EXHIBIT A - UNIT PRICES wp956 Page 3, Rev. 1 . . 42" at Benton St. LF 100 $675.18 $67,518.00 18" at Highwav 1 LF 120 $371.12 $44,534.40 . 8" at Highway 1 LF 130 $198.91 $25,858.30 18" at Highway 1 @ Menard's Drive LF 100 $371.87 $37,187.00 . I Connections to Existing System: Existing MH SW 41A north of Benton Street LS 1 $855.46 $855.46 . Existing MH 41A-l north of Benton Street LS 1 $855.46 $855.46 . -- EXisting MH SW41 north of Remon Street LS i $855.46 I . $855.46 ~ '.' ~ . Existing MH SW40 on Benton Street LS 1 $855.46 $855.46 New MH 49-1 in Willow Creek Park LS 1 $2,234.08 $2,234.08 . Existing MH SW37 in Willow Creek Park LS 1 $855.46 $855.46 New MH 46-1 on private property on Burry . Drive LS 1 $2,173.17 $2,173.17 Existing MH SW35 near Teg Drive LS 1 $855.46 $855.46 . Existing MH SW34 near Teg Drive LS 1 $855.46 $855.46 New MH 43-1 in Kiwanis Park LS 1 $2.474.20 $2,474.20 . New MH 41-1 near Teg Drive LS 1 $2,234.08 $2,234.08 Existing MH SW 29 on Willow Creek Drive LS 1 $855.46 $855.46 . New MH 28-IA near Willow Creek Drive LS 1 $3,063.36 $3,063.36 New MH 28-lB near Willow Creek Drive LS 1 $3,123.10 $3,123.10 . New MH 29-3 on Willow Creek Drive LS 1 $2,173.17 $2,173.17 .- New MH 26-1 on Private Service LS 1 $2,173.17 $2,173.17 . Existing MH SW26B on Willow Creek Court LS 1 $855.46 $855.46 Existing MH SW24 on Highway 1 LS 1 $855.46 $855.46 . New MH 24-4 near Menard's Parking Lot LS 1 $3,235.55 $3,235.55 Existing MH SW21 on Highway 1 LS 1 $855.46 $855.46 . Existing Wet Well of Thomas & Betts Pump Station (MH3-3) LS 1 $1,407.97 $1,407.97 . New MH7-1 near University of Iowa Printing LS 1 $2,415.64 $2,415.64 \D Existing MH 5 at South Riverside Drive Lift - CD Station LS 1 $855.46:: ) ~855,t*(j :rl - -<; - . J - J Sewer Service Connection Ea. 7 $319.44_ ,- $'2?236;08 , -i( .~ -<r- "'" ~ rr. ::r :,..'jJ '.. -- - *Not to exceed 2.5% of total of extended prices OrA.; - ~......... .. )/ - <Ai .' . 'EXHIBIT A - UNIT PRICES 13474.01 . Page' 4, Rev. I wp956 . I K Pavement Replacement: PCC Streets SY 1,300 $44.98 $58,474.00 I PCC Drives SY 425 $41.67 $17,709.75 ACC Streets, Drives, and Parking Lots with I Aggregate Base SY 1,990 $19.57 $38,944.30 Crushed Stone Streets, Drives, and Parking Lots SY 8,900 $3.87 $34,443.00 1.-.. Seal Coat(per coat of bitumen and cover SY 11,720 $1.60 $18,75?.00 ..' aggregate).. . I L Sidewalk Replacement SF 80 $4.42 $353.60 M Granular Fill Under Pipe CY 1,000 $21.61 $21,610.00 . N Sheeting Left in Place SF 500 $2.21 $1,105.00 o Clearing, Grubbing and Tree Removal: . Line Segment 42" dia. 168+00 to 172+00 LS 1 $2,071.88 $2,071.88 . 42" dia. 175+00 to. 177+00 LS 1 $2,071.88 $2,071.88 42" dia. 179+00 to 186+00 LS 1 $3,453.13 $3,453.13 . 54" dia. 120+00 to 126+00 LS 1 $3,038.76 $3,038.76 54" dia. 150+00 to 152+00 LS 1 $1,381.25 $1,381.25 I 54" dia. 154+00 to. 158+00 LS 1 $1,381.25 $1,381.25 78" dia. 3+00 to. 6+00 LS 1 $8,287.51 $8,287.51 1- 78" dia. 14+00 to. 28+00 LS 1 $4,143.76 $4,143.76 P Select Backfill CY 6,400 $13.51 $86,464.00 I Q Sad SY 3,010 $3.87 $11,648.70 R Seeding SY 202,000 $0.28 $56,560.00 . S Cast-In-Place Concrete Structures: East Siphan Structure LS 1 $348,661.18 $348,661.18 . West Siphan Structure LS 1 $294,404.09 $294,404.09 T Riprap: I lawa River Crossing SY 1,830 $42.32 $77,445.60 Willow Creek Crossing SY 1,130 $24.12 $2'h~55.60 I ~ 3 U Gabians SY 1 950 $40.20 }~)$78:390;0Q: r-:-. N ==- h . OJ -= --; c' :J . *Nat to exceed 2.5% af total af extended prices :<[;; ~ ,;i:iJ o~. - g :.;::::x.: ":7 _C"; ,:; - .'. .... 13474.01 EXHIBIT A - UNIT PRICES wp956 Page 5, Rev. 1 ,I I V Plants : Grou A Ea. 20 $44.20 $884 .00 . Grou B Ea. 20 $99.45 $1.989.00 Grou C Ea. 10 $138.13 $1.381.30 . Grou 0 Ea. 35 $442.00 $15,470.00 W Demolition: . Thomas-BellS Lift Station LS I $5,099.63 $5,099.63 -- $5,099.63 r- To ora Lift Station LS 1 $5.':)99.63 I Buildin at Sta. 16+00 LS 1 $2.215.00 $2.215.00 X Storm Water PolJution Prevention LS 1 $5,525.01 $5,525.01 . y Erosion Control LS I $20,939.79 $20,939.79 Z Traffic Control LS 1 $40,376.77 $40,376.77 I AA Disposal of Former LandfilJ Debris, Stations lIto 22 TL 150 $144.20 $21.630.00 . BB Rehabilitate Existin Manhole Ea. 1 $7,572. 70 $7,572. 70 CC Concrete Ca LF 125 $155.90 $19,487.50 . DO 10" Overflow and 4" Force Main Connections 1 to South Riverside Drive Lift Station LS $6.934.01 $6,934.01 EE . Near Station 157 +00 LS 1 $1,462.04 $1,462.04 Near Station 170+00 LS I $1,462.04 $1,462.04 . I TOTAL EXTENDED PRICES . $7,326,298.47 \.D 0 :3: ::.::C: "'" ~lill )0>- -< I -. = (")-: N ~ CJ:) ~ '1'"" ~, A -<r- ". =-rt. :::;:l: :;:I I o7} - - -;~ ., -- :P - .t:". . . . "Not to exceed 2.5% of total of extended prices , . J I''') "'r . '. .' .,,~ ". , . :,.., "--:-.=# 'l CERTIFIED COpy OF RESOLUTION . I, THE UNDERSIGNED, JILL MCGRAND-SVOBODA, as Secretary, do hereby certify that the following is a true, complete and correct . copy of a certain resolution of the Board of Directors of Kenko, I Inc., a corporation duly organized and existing under the laws of the State of Minnesota, which resolution was duly adopted at a duly . called meeting of the said Board, held on October 22, 1996, a quorum being present, and is set forth in the Minutes of the said . meeting; that I am the keeper of the Minutes and Records of this . corporation; and that the said resolution has not been rescinded or modified: . That Corporate Superintendent Luvern McGrand be and hereby is authorized to execute any and all documents necessary to the transaction of business on behalf of Kenko, Inc. . IN WITNESS WHEREOF, I have hereunto subscribed my name on this the i~ day of December, 1996. ~ . I nL/ 0/'-/.0-':'c2 /rL/ - N-r':'L',:,u{,"-J Jill McGrand-Svoboda . Subscribed and sworn to before me <D th~ I.r;; day of ~ntE'c" lnl.k ''L- - co . 1996. C) :x , ::::n x:o UIl :r>:::; -< . IC::J7/7{ij J..L ,"I.i-1- N = (')-c .,=0 co 3 Notary Public --{(') . -<r x:o rn =-r-: :1t 0 0::;2 - - ...~...- ::." ~-,,, .. @ OONNA SETTE' .< - . :r> - fl: NOJ'AAYPUBUC-MIHNi:lJI.. h r- ISANTI COUNTY ~. ...---....".- ~ , . . - . ~~ ~/ . PERFOHMANCE ANU PA Y MeN I cUNU .' .. Bond No. 240995 , ., Kenko. Inc.". 8QQO ~nTinp"hrnnk nrilTP(SI1;t'p?10"l M;n,...,o..,p.....l;.... M'7\T 55433 .as . (Here insert the name and address or legal title of the Contractor) . HARTFORD ACCIDENT AND INDEMNITY COMPANY Principal, hereinafter called the Contractor and . Hartford Plaza, Hartford, CT 06115 as Surety, hereinafter (Here insert the legal title of the Surety) . called the Surety, are held andfinnly bound unto the City of Iowa City, Iowa, as obligee. Seven llillion Three Hundred Twenty Six Thousand I hereinafter called the Owner, in the amount of Two Hundred Ninety Eight and 47/ lOODollars ($7,326,298.47) for the payment for which Contractor and Surety hereby bind themselves, their heirs, I executors. administrators, successors and assigns. jointly and severally. . WHEREAS, Contrci~or has, as of April 29, 1998 . entered into a I (date) written Agreement with Owner for Willow Creek IntercePtor and Lateral Proje~; and . Sewers WHEREAS, the Agreement requires execution of this Performance and Payment Bond. I to be completed by Contractor, in accordance with plans and specifications prepared by the City of Iowa City, which Agreement is by reference made a part hereof. and the agreed-upon work is . hereafter referred to as the Project . NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION are such that, if Contractor shall promptly and faithfully perform said Agreement, then the obligation of this bond . shall be null and void; otherwise it shall remain in full force and effect until satisfactory completion . of the Project A. The Surety hereby waives notice of any alteration or extension of time made by the I Owner. I B. Whenever Contractor shall be, and is declared by Owner to be, in default under the \D ex> I Agreement. the Owner having performed Owner's obligations thereun~r.,th~ureJ~f1ay >-- = promptly remedy the default, or shall promptly: ::::- ~ f"'" -It -<r :c:- :-;l I - rn =:;: o ~ = 'c,,-:P EXHIBIT B ~A .. PS-1 :po - .J:" . ,- .,~ Complete the Project in accordance with the terms and conditions of the' -..~,- 1. '" I . Agreement, or . 2. Obtain a bid or bids for submission to Owner for completing the Project in . accordance with the terms and conditions of the Agreement; and upon determina- tion by Owner and Surety of the lowest responsible bidder, arrange for a contract I between such bidder and Owner, and make available, as work progresses (even though there may be a default or a succession of defaults under the Agreement . or subsequent contracts of completion arranged under this paragraph), sufficient . funds to pay the cost of completion, less the balance of the Contract Price, but not exceeding the amount set forth In the first paragraph hereof. The term "balance . of the Contract Price," as used in this paragraph, shall mean the total amount . payable by Owner to Contractor under the Agreement, together with any addenda and/or amendments thereto, less the amount properly paid by Owner to I Contractor. . C. The Contractor and Contractor's Surety shall, in accordance with the provisions of Chapter 384, Code of Iowa, be obligated to keep the improvements covered by this bond in good . repair for a period of ONE ll..J years from the date of formal acceptance of the I improvements by the Owner. D. No right of action shall accrue to or for the use of any person, corporation or third party I other than the Owner named herein or the heirs. executors, administrators or successors . of Owner. IT IS A FURTHER CONDITION OF THIS OBLIGATION that the Principal and Surety, in . accordance with provisions of Chapter 573, Code of Iowa. shall pay to all persons, firms or . I corporations having contracts directly with the Principal, including any of Principal's subcontrac- tors, all claims due them for labor performed or materials fumished in the performa'ilce of the . o Z -:0 "'" "'i\\ Agreement for whose benefit this bond is given. The provisions of Chapter 573;--:Co~ of~~wa, ~--: co Ij . are a part of this bond to the same extent as if it were expressly set out herei~~- ". ,;TI , . r:\ ::J: :J O~/ - " ., P8-2 ~......... -.. - I EXHIBIT B :v - SIGNED AND SEAl..EO THIS6th, DAY OF May .199 8 . I. IN THE PRESENCE OF: I Kenko, Inc. ,I ~ (Principal) I By: Luvern Mc Superintendent . HARTFORD ACCIDENT AND INDEMNITY COMPANY (Surety) I d\wlL~ Byj I Witness Mary L. rles,[nUe) Attorney-in-Fact Countersi~ned: ~ . Agent: Cob Strecker Dunphy & Zimmermann, Inc. 150 S. Fifth St., Suite 2000, Mpls~, MN 55402 . By: ' Dian e S. Riley, Iowa R s'dent Agent (Address) Holmes Murphy & Associa e , Inc. Surety: Hartford Plaza . 420 Keo Way, Des Moines, IA 50309 Hartford, Connecticut 06115 . . '-C a co . :i~ :z :n. "'?il -< 0-. N = - OJ ,..,.. ---tc- " . :<r- :n. ,-;U _nJ =r 0::0 - ,.,;;]I ~~ - " p - I -r' I I I I EXHIBIT B PB-3 I . . I.D co 0 ::J!: :'~c; ",. Iil I >= -< '" ~ 0- r.:::=oo _. CO I, -'e 0 -<r ",. -" . =-r'Tl 3: ;,uu o:::D - U ~:::." - -- .. tcrNCRLEDGEHENT OF CORPORAIION po - ~. . St:aee or Minnesota ) . )ss. On this 6th, day or May 19 98 Cooney or Hennepin ) berore me appeared Luvern McGrand t:o me personally known. who, being by me duly sworn, did say that: be is e.~e - . COTnor~te Sunerintendent of KENKO, INC. , a corporar:ion. t:hat: che seal affixed t:o the roregoing inst:rument: is the corporat:e seal of said I corporaeion, . (It DO ..al. sa st.&t.e. md suite ou.t. abov. .. to co:pa.rat.a ...all I and ehat: said inst:rumene was e:xecut:ed in behalf of said corporaeion by authorit:y or it:s Board of Direct:ors; and thae said Luvern McGrand I . acknowledged said inst:rument: t:o be the free act: and dee " , . I I . I . ~- RACHEL THOMAS _~..",< ~"'.:. KOlAR'( PU.HUC."4.lNNESOTA exp es .~; '<j)' .:"''1 RAMSEY COUNTY I ~~ II.ycommlsslonu~I"Jan,II,2000.. . " , I . tcrNCRLEDGEHENT OF CORPORATE SURETY I I . St:aee of Minnesota } I )ss. On this 6th, day or May 19 98 Coont:yor Hennepin ) before me appeared Mary L. Charles . t:o me personally known. who, being by me duly sworn, did say that: he is che I Aet:ornev-in-Fact: --- of HARTFORD ACCIDENT AND INDEMNITY COMPANY , a corpora cion . I . that: che seal afrixed t:o the roregoing inst:rument: is thecorporat:e seal or said corporat:ion and chae said 1nst:rumene was e:xecut:ed in behalf of said corporat:ion by auchorit:y or . t:s Board I or Direceors; and chat: said Mary L. Charles . acknowledged said inst:rument: eo be ebe rree act: and de I .. 1 . RACHEl THOMAS I MN . expires 2000 _' ,., "., NOTARY PUSLIC.UINNESOT^ -,' . RAMSEY COUNTY r;~;!,,~ II.y Commission U~lfl' Jan,l!, 2000 . . .. . . P'13-4 -- I, . . HARTFORD ACCIDENT AND INDEMNI1Y COMPANY 1 Hartford, Connecticut POWER. OF ATIORNEY Know all men by these Presents. That the HARTFORD ACCIDENT AND INDEMNITY COMPANY. a corporation duly organized under the laws of the State of Connecticut. and having its principal office in the City of Hartford, County of Hartford, 1 State of Connecticut, does hereby make, constitute and appoint BRUCE N. TELANDEK,JOHN P. MAllTINSEN, GAKY S. SODEKBEKG, DONALD K. OLSO~ /l SC01T EGGINGTO~ R. J.v. FKANK, DENNIS; LlNDEK,MAKYL. CHAKLES,JOHNE. TAUEKsndIlENEG. MAAS 1 of MINNEAPOIJ~ MINNESOTA its true and lawful Anomey(s)-in-Fact. with full power and authority to each of said Attomey(s)-in-Fact. if more than one is named above, to sign, execute and acknowledge any and all bonds and undertakings on behalf of the Company in its business of guaranteeing the fidelity of persons holding places of public or private trust; guaranteeing the performance of contracts other than 1 insurance policies; guaranteeing the performance of insurance contracts where surety bonds are accepted by states and municipalities, and executing or guaranteeing bonds and undertakings required or pennitted in all actions or proceedings or by taw allowed, and to bind the HARTFORD ACCIDENT AND INDEMNITY COMPANY thereby as fully and to the same extent as if such bonds and undertakings and other writings obligatory in the nature thereof were signed by an Executive Officer of the HARTFORD ACCIDENT AND INDEMNITY COMPANY and seated and attested by one other of such Officers, and hereby ratifies and confinns all . that its said Attomey(s)-in Fad may do in pursuance hereof. This power of attomey is granted by and under authority of the following provisions: (1) By.laws adopted by the Stockholders of the HARTFORD ACCIDENT AND INDEMNI1Y COMPANY at a meeting duly . called and held on the 10th day of February, 1943. ARTICLE IV SECTION 8. The President or any VICe-President, acting with any Secretary or Assistant Secretary, shall have power and authority to appoint, for purposes only of executing and attesting bonds and undertakings and other writings obligatDl'Y in the nature thereof. one or more Resident VICe-Presidents, Resident Assistant Secretaries and Altomeys-in--Fact. and at any time to remove any such Resident VICe-President, Resident . Assistant Secretary, or Atlomey-in.Fact, and revoke the power and authority given to him. SECTION 11. Attomeys-jn--Fact. shall have power and authority, subject. to the terms and limitations of the power of attorney issued to them, to execute and deliver on behalf of the Company and to attach the seal of the Company thereto any and all bonds and undertakings, and other writings obligatory in the nature thereof, and any such instrument executed by any such Attomey.in-Fact shall be as binding upon the Company as if signed by an Executive Officer and sealed and attested by one other of such Officers. . This power of attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Directors of the HARTFORD ACCIDENT AND INDEMNITY COMPANY, at a meeting duly caned and held on the 21st day of September, 1993. RESOLVED, that the signatures of such Officers and the seal of the Company may be affixed to any such power of attorney or to any 1 certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signatures or facsimile seat shall be valid and binding upon the Company and any sum power so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the Mure with resped to any bond or undertaking to which it is attached. In Witness Whereof, the HARTFORD ACCIDENT AND INDEMNI1Y COMPANY has caused these presents to be signed by its Vice-President, and its corporate seal to be hereto affixed, duly attested by its Secretary, this 1 st day May, 1995. 1 Alteot: HARTFORD ACCIDENT AND INDEMNIlY COMPANY ~/.d..~,~-o Richard R. Herman.on 4~~~ . - . STATE OF CONNECTICUT ! ... . , . COUNTY OF HARTFORD __ . V_nt 1 On this 1st day of May, A.D. 1995, before me personally came Paull. Marabella, to me known, who being by me duly sworn, did depose and say: that he resides in the County of Hartford, State of Connecticut; that he is the Vice President of the HARTFORD ACCIDENT AND INDEMNITY COMPANY, the corporation described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by order of the Board 1 of Directors of said corporation and that he signed his name thereto by like order. ~ #'UJ~_>r~-'4' STATE OF CONNECTICUT ! .. . Jean H. Wozriak COUNTY OF HARTFORD NoIMy "'bile My Commission Expires June 30. 1999 CERTIFICATE I, the unclersigned. Secretary of the HARTFORD ACCIDENT AND INDEMNITY COMPANY, a Connecticut Corporation, DO . HEREBY CERTIFY that the forEgoing and attached POWER OF ATTORNEY remains in full force and has not been revoked; and furthermore. that Articie IV, Sections 8 and 11 of the By.laws of the Company, and the Resolutions of the Board of Directiors set forth in the Power of Attorney, are now in force. Signed and sealed at the City of Hartford. Dated the 6th, day of May 1998\.0 - co . 0 ::!!: _.-:,.-, J?LI W--- J;>> =lfil 8 ;T.>:::- -< . . s L 0-.. N "= 2 ,_ ' :II a:> ~-= 1 ~[!) ".. -ic- l """"'L"'" -'",-.. :0> "~ .~, - _r'; - c::V - '''-~) -;:.,:;: - i;: " . Fonn S-4054-2 Printed in U.S.A. - pp-;>-'7 :- ,~"n"",,,,,,,,,,,,,,,,,,,,I,,,,,,,,,,,,,V""'''''''''V'. FOR THE LEGAL EFFECT OF THt - ~ '. Official Form No.1 06 " ,i ~ OF THIS FORM, CONSULT YOUR i ii/(;\ - ~ r~'i .~ - -'..-. I . FEE ' REAL ES~ ATE TRANSF~ . . I TAX PAID Transfer Fee S -,q .ab FILED NO. O~ BOOK /),-(01 PA' Recording Fee Deborah Conger 217 Total RECORDER 1998 JUN -~ o.t4\ (o-:Vt r Johnson DATE COUNlY JOHNSON courln ! Eleanor Dllkes. City Attorney; 410 E. Washington St.; Iowa City. IA 52240; (319) 356-503\9WA CITY. 'ii\ SPACE ABOVE TH QUIT CLAIM DEED FOR RECORD : " . l'i_,,~~ "'0(-,...1 For the consideration of one---------------------_________________________________ Dollar(s) and other valuable consideration, Valerie.i. Barnes. a sinole person. ---~- I ~-,_.._- do hereby Quit Claim to City of Iowa City, Iowa, a municipal corporation, --, --.-..-- --.-..--------- Johns'on'--- ---. all our right, tille, interest, estate, claim and demand in the following described real estate in County, Iowa: The house and appurtenant structures located on the property described as follows: site #57. Government Lot 4, in Section 22. Township 79 North, Range 6 West of the 5th P.M., subject to easements and restrictions of record. Said property is also known as 57 Sand Road, Johnson County, Iowa, and is also currently known as 3939 Napoleon Lane. " I, 'I II Each of the undersigned hereby relinquishes all rights of dower, home~n distributive share in and to th. II estate. II Words and phrases herein, including acknowledgment hereof, shall st ed ral nUl I and as masculine or feminine gender, according to the context. Dated: '?-?1 aa I 5 I l "t N (Grc STATE OF IOWA , ss: I JOHNSON COUNTY, ,I --.----~ 'I On this IsH day of "YY1 a.a- (Gra ,. i! , ._-_, 19.'ZB.., before me the undersigned, a Notary I Public in and for said State, personally appeared Valerie L. Barnes. a sinole (Gra , -_. person , ...1 .n.._...____.__. to me known to be the identical persons named in and who --. ......~----_. -.--- (Gra executed the foregoing instrument and acknowledged i that they executed the same as their VOluntary act and II dee~ g~ (Gra I I ----- Notary Public (This IOrm of acknowledgnlent for individual grantor(s) only) (Gra, I ~ pi..'.,:!; . 't I~e('lli' T'''''tAf ~fe.nL NO. Ip,''R.i.,. .-"c.,.L f (Gral J iI-.t; ':,a., ...l,;.":' ....'~.. \. 000277 .---. ._-- ."". 1 06 QUIT CLAIM DE -luw<.l SI<.Ilu 1:1,,, A~"""'liJll<"1 II" . ", U ."", I , ~, !..I..', ,. 'II.' 11o,.,....! ';'.I,k. - . , . ',. c.~~_..~~ "'.," '''''~ ..at. . " ! ..: -', " . ., ; , : _,(0,' '-'.- ..--.--- . .-._-.. .-....-:...;. -.' u.. _.~:'j~ _.'- "'" . i ,,___'''-' __ 1:.'..1" ~".." ......" .... . i: - ~~UL t.~'~f .. I,; .~'.. : C. t;' i ~ ---_..-~-~...-..-~. l......_ .--... , '.~ . ... '.' ......< . ..... .. f ..:i . " . . ~ ~ ~7' ~ 10 'Y. , . .' ~~ ~\ t. ,. . ~ r I i ,.,., ~., ~ ~. g~ ,~ u. '- ~~ c= 0 :;z =- ~~ '" I <> - :=> - 6h <C n~ r~ :.." - ., ==< ~'h <.0 -, ~1 <.0 'n ex> " lr '" I....~ .;;::: g. .. . .. 2 q.... 1," . ~ i~ <::' ;~ ;" .... ".J~) ~.": I - . REAL ESTATE TRANSFER - GROUNDWATER HAZARD STATEMENT I Please read the filing Inslructlons on lhe reverse side BEFORE complellng this 'arm. PART I - TOBE COMPLETED BY TRANSFEROR (Please Type or Print Legibly) . Social Security No. TRANSFEROR Name Valerle L. Barnes {or Federall.D. No.}'18S - '.:1 Address 3939 NaDal eon Lane Iowa City IA Number and Street or RR City, Town or P.O. State .. Social Security No. TRANSFEREE Name Cl ty of Iowa Cl ty {or Federall.D. No.} 42-6004 Address 410 F. Washington Tow" r.itJ' JA Number and Street or RR City, Town or P.O. State Address 0' Property Translered 3939 NaDal eon lane Iowa City IA Number and Street or RR City, Town or P.O. State Legal'Description 01 Properly C;pp "tt"rhprl Flthihit "An 1. Wells (check one) o There are no known wells siluated on this property. )(J There is a well or wells situated on this property. The type(s), location(s) and legal status are stated 2. Solid Waste Disposal (check one) o There is no known solid waste disposal site on this property. )!:i There is a solid waste disposal site on this property, but no nolice has been received Irom the De~ 01 Natural Resources that the site is deemed to be potentialiy hazardous. o There is a solid waste disposal site on this property which has been deemed to be potentially he by the Department 01 Natural Resources. The localion(s) 01 the sile{s) is slated below. 3. Hazardous Wasles (check one) X There is no known hazardous waste on this property. o There is hazardous waste on this properly and it is 'being managed in accordance with Depar Natural Resources rules. 4. Underground Storage Tanks (check one) --tThere are no known underground storage tanks on this property. xclusions such as sn and residential motor lueltanks, most heating oil tanks, cisterns a septic tanks in instructions.) o There is an underground storage tank or tanks on this pro r e ype{s), size(s) and an. substance(s) contained are described below. Information, il any, required by statements checked above: . Allachment for Additional Information? Y / N 11 so, number 01 pages I HEREBY DEC~.AR ~O ATION CONTAINED IN PART I OF THIS STATEMENT IS TRI AND CORRECT, . Signature: ____ ~ Tel~phone Number: (3Jq) 3'?>'l."5 ransferor or Agent) tfi ------------------------------------------------------------------------------------ PART II - TO BE COMPLETED BY RECORDER Date of Instrument ffip.J~ \~ \C\.qg BOOk/LD.\ ~0~ I Page/l.D. edit Date of Recording ~::, \ \'\.1 City or Township ~ "-- (\, r. 0 Deed [}/ \ Contract 0 County ~c:ht\1LiY- ------------------------------------------------------------------------------------ DNR form (JUL 89) FILE WITH RECORDER (See Instructions, liS) , , L . - '., . INSTRUCTIONS FOR COMPLETING GROUNDWATER HAZARD STATEMENT . 3. Hazardous Wastes - "Hazardous waste" is defined in The transferor of real property is required to complete Part I of this form. The purpose of the statement is to Iowa Code section 455B.411, 567-141.2 (455B). lAC.. satisfy legal requirements lor tiling instrumenfs of and federal regulations referenced therein. It is generally conveyance of real property with the county recorder (1989 defined as waste that poses a threat to human health or Iowa Code Section 558.69). The Department of Natural the environment. It includes wastes which are ignitable. Resources does not approve or disapprove of property corrosive, toxic, explosive, violently reactive. or specifically Iransfers based on these statements. The statement must listed as hazardous in the Code of Federal Regulations be sign.ed by.one of the persons transferring the property (40 CFR 261). EXCLUDED are household wastes. interest or that person's agent. An agent signing this form agricultural wastes returned to the soil as fertilizers or soit represents the information from transferor to be correct. conditioners, agricultural chemicals applied or disposed For the most part the information requested is clear (name. of by a farmer in accordance with the manufacturer's instructions. triple-rinsed agricultural chemical containers address. SSN. etc.). One statement under each of the disposed of by farmers (where the rinsate is used as numbered Items (1, 2, 3 and 4) must be checked. and il makeup water in the tankmix and applied at appropriate one or more of the statements checked requires the rates), and other specific materials. Persons are tegally transferor to provide additional information. that informa- required to be aware of hazardous waste laws. tion is to be provided in Part I. Relate the additional information to the specific category of facility (well, etc.) 4. Und~rground Storage Tanks - "Underground storage by numbering it with the corresponding number (1, 2. 3. tank" means one or a combination of tanks. including 4). If additional space is needed, type or print it legibly underground piping connected to the tanks. used to on a separate sheet or sheets. complete the statements contain an accumulation of regulated substances, and the at fhe end of Part I and attach the additional inlormation volume of which is 10 percent or more beneath the surface to all copies of the form. When describing the location of the ground. "Regulated substances" include petroleum of a facility on the property. be reasonably precise. such products and hazardous or toxic materials identified in as a specific distance and general direction from a 567-135.2(455B), lAC. Underground storage tank does landmark or corner of the property. A professional survey not include: is not necessary. The following definitions are for use in a. Farm or residential tanks of 1,100 gallons or less completing the form. capacity used for storing motor fuel for noncom- 1. Wells - A "well" is any excavation that is drilled, cored, mercial purposes. (But See 455B.473(4)) b. Tanks used for storing heating oil for consumptive bored, augered. washed. driven, dug, jetted or otherwise use on the premises where stored. constructed for accessing groundwater or for diverting c. Residential septic tanks. surface water info the ground. including abandoned wells. d. Pipeline facilities regulated by state or federal law. "Well" does not include an open ditch or drainage tites e. A surface impoundment, pit pond, or lagoon. . which discharge to the surface. \. A storm water or wastewater collection system. If a well is an "abandoned well" or an "agricultural drainage g. A flow-through process tank. well." this must be identified and the status of the well h. A liquid trap or associated gathering lines directly with respect to Iowa Code sections 455B.190 (as amended related to oil or gas production and gathering. by 1989 Iowa Acts. Senate File 441) and 159.29, respec- operations. tively, must be stated. An "abandoned well" is a well no i. A tank in an underground area such as a basement longer in use or in such state of disrepair that continued Or mine. if the tank is on or above the surface of use is unsafe or impracticable. Abandoned wells are to the floor. be properly plugged in accordance with chapter 39 of the i. Pipes connected to the above exclusions. rules of the Department of Natural Resources. (567 Iowa "Tank type" means the material of construction (steeJ:. Administrative Code, Chapter 39) fiberglass reinforced plastic [FRP], or other [specify)), and An "agricultural drainage well" is a well constructed for any internal or external protection such as a protective Ihe purpose of draining. or which drains, water from coating or wrapping. or cathodic protection. agricultural land to an aquifer (underground), excluding Identify 'he capacity in gallons and the substance stored drainage tile intakes which outlet to the surface. In each tank. Agricultural drainage wells are required to be registered with the department by September 30,1988. an.ci.the Owner 5. Filing - The original of this form must be presented of the well and of the land drained by the well are to deirelop to the county recorder when the document to be recorded a plan proposing alternatives to the use 01 the well by is tiled. If any of the four questions are answered in the JlIly 1. 1991. (See 1989 Iowa Code Section 159.29.) alfirmative so that explanations are required. a duplicate 2. Solid Waste - "Solid waste" means garbage, reluse, copy (or photocopy) of this form must be filed with the recorder. In cases where all four questions are answered rubbish and other similar discarded solid or semisolid in the negative, this form will be forwarded by the recorder material. It does not include dirt, stone, brick, or similar inorganic material used for fill. as long as no other solid to the transferee when the recorded instrument is returned. If any of the questions are answered in the affirmative waste is included. See 567-100.2(455B), Iowa Adminis- so as to require an explanation. the recorder shall furnish trative Code (lAC.) for further definitions. A "disposal the original of this form to the transferee and forward the site" .is any area on the property on. in, or under which photocopy or other duplicate copy suitable for microfilm- solid waste has been disposed, whether or not the disposal ing to the department. The recorder is not required to keep is or was regulated by the department any copies. If the transferor or agent has not received notice from the Department of Natural Resources that the disposal site has been deemed to be potentially hazardous, there is no duty to inguire to t\le depar!me.nt. CPF.86861 , '.' 542-0960 ., , . I " l . - .....-..... "'. .', ....u , . '. ,- EXHIBIT nAil . The house and appurtenant structures located on the property described as follows: site #57, Government Lot 4, in Section 22, Township 79 North, Range 6 West of the 5th P.M., subject to easements and restrictions of record. Said property is also known as 57 Sand Road, Johnson County, Iowa, and is also currently known as 3939 Napoleon Lane. vt../' I U , R I . FOR THE LEGAL EFFECT OF THE USE OF . I a ph L. Neuzil ISBA # 04060 THIS FORM, CONSULT YOUR LAWYER ")00 FI' Ci. "(I 00178 Transfer F~ ' L,-,) n . ___ I B~r (~'('e Recording Fee .::: - .1'1 U t TOUll II, I AM 9: 2 JOHNSON COUr; ir HECO E IOWA CITY. IOWA r;f';f,;:::~lon Ralph L. Neuzil, 119 Wright Street, P. O. Box 1607, Iowa City, Iowa, (319) 337-3167 Individual's Name Slreet Address City Phone SPACE ABOVE THIS LINE FOR RECORDER WARRANTY DEED For the consideration of One dollar and no/OO ($1.00/00) Dollar(s) and other valuable consideration, Duane R. Anderson and Catherine C. Anderson. husband and wife. do hereby Convey to Clarence Hagen also known as Clarence Hagan the following described real estate in Johnson County, Iowa: Auditor Parcel #97090 legally described as follows: All of that part lying Easterly of the Iowa River in the Northerly part of real estate described in Auditor Parcel #95106 Book 35, Page 308, recorded at the office of the Recorder of Johnson County, Iowa, more particularly described as follows: Commencing at the South Y. Comer of Section 22, T79N, R6W of the 5th P.M.; thence N 880 56' 53" E - 22.10 feet along the South line of said Section 22 to a found 5/8" rebar; thence N 300 22' 24" E - 146.65 feet to a found 5/8" rebar; thence N 080 39' 34" E - 1020.99 feet to a found 5/8" rebar; thence N 090 49' 5 t " E - 134.02 feet to a found 5/8" rebar; thence S 590 43' 07" W - 416.41 feet to a set 5/8" rebar and the Point of Beginning of Auditor Parcel #97090; thence S 590 43' 07" W - 78.81 feet to a found 5/8" rebar; thence S 730 53' 30" W" 124.00 feet to the Mean High Water of the East Bank of the Iowa River and a Found 5/8" rebar which point is on a meander line of the Mean High Water of the East Bank of the Iowa River; thence S 060 37' 10" W - 99.75 feet atong the meander line of the Mean High Water of the East Bank of the Iowa River to a set 5/8" rebar; thence N 730 53' 30" E - I I 1.57 feet to a set 5/8" rebar; thence S 680 53' 23" E - 39.76 feet to a set 5/8" rebar; thence N 21006' 37" E" 23.53 feet to a set 5/8" rebar; thence Northeasterly 122.75 feet along a 220.00 foot radius curve concave Southeasterty which chord bears N 370 05' 42" E - 12Ll7 feet to a set 5/8" rebar; thence N 350 30' 15" W - 46.70 feet to the Point of Beginning. Said tract contains 19,230.79 square feet or 0.441 acres, and is subject to easements, agreements and restrictions of record. This deed is given in partial compliance with a certain real estate contract wherein Duane Anderson and Catherine C. Anderson, husband and wife, and Olin L. Lloyd and Floraine Lloyd, husband and wife, were the sellers and Clarence Hagen also known as Clarence Hagan was the buyer, said contract being dated the 29th day of September, 1995, and recorded the 29th day of September, 1995, in Book 1976, Page 162, of the records of the Johnson County Recorder. This deed is given without consideration - exempt from Declaration of Value. Grantors do Hereby Covenant with grantees, and successors in interest, that grantors hold the real estate by title in fee simple; that they have good and lawful authority to sell and convey the real estate; that the real estate is Free and Clear of all Liens and Encumbrances except as may be above stated; and grantors Covenant to Warrant and Defend the real estate against the lawful claims of all persons except as may be above stated. Each of the undersigned hereby relinquishes all rights of dower, homestead and distributiv share in and to the real estate. Words and phrases herein, including acknowledgment hereof, shall be construed as in the singular or plural number, and as masculine or feminine gender, according to the context STATE OF IOWA Dated: July '1 ,1998 ss: Q ~ JOHNSON COUNTY, . , On this 9 day of July ,..', ~....... p C~ 19 98 , before me, the undersigned, a Notary ~ne R. Anderson ' (Grantor) Public in and for said State, personally appeared Duane R Anderson and Catherine C: Anderson, husband ,/ -/;7 , i?~ ~~ ~~~ Catherine C. Anderson (Grantor) to me known to be the identical persons n'amed in - and who executed the foregoing instrument and ackno dged that they executed th~ s~~. ~s.' ~h;,irl '-sEAl volun act azed. NiJ I At~ cHL.' ~... (Grantor) DeE. Sanderson, 11-9-99 ...-. .- - ..~,.- Notary Public (Grantor) (This form of acknowledgment for individual granlor(s) only) 000269 C The Iowa State Bar Association 101 WARRANTY DEED IO'NAOOCS™ 9197 Revised November 1995 . .,'. <:.; .' ... "~ ,j.. .. . ",'. .. -, . ..-' ,. ..<0..-...... .$' ~ ~ p '" L ~ 1~ [ ~ 0 ~ ~ ~ 2 ...~ ~ i0, l co ~' ~ ~ ~ ~ r- g. !~ I~ I 0 > , ., "~ ~' ' .. , ..... . c: ~::> . """I" C n ' OJ :::; ~ p~ i ::J o cc!5"- ! <f> :0 cc:li e'l I co ex> '" ' ... , i c:r ! I 0 :--; 0 c:: - Cf o CD =1 l~ ~ - m - , -- '--',-"' le1- io FOR THE LEGAL EFFECT OF THE USE OF Charles A. Meardon ISBA # 000009771 ' , OC THIS FORM, CONSULT YOUR LAWYER , J/'311 , :REAL ESTATE mANSFE-R 0017~2 TAX PAID :, ",,,iar F,,~ -E . ficcordin\j fee QC FILED Nt), .- Tot", . II 0<::. S 32,80 B~AGE Deborah C01ger RECORDER I AM 9: 1-4> -'1!i Johnson . tiATE ":OUNTY JOHNSON COlliin REeO DE Prlpal'lr Charles A. Meardon. 122 S. Linn Street. Iowa City. IA 52240 319-~g:'H'f IOWA Infonnatlon Individual's Name Street Address City Phon. SPACE ABOVE THIS LINE ~. FOR RECORDER o -. WARRANTY DEED - . , , . . "'"" ..0 ~I"''\ For the consideration of One Dollar & 00/100 ($1.00) Dollar(s) and other valuable consideration, Clarence Haqen and Florence Haqen, Hl1~h~nn ~nn Iii ff> a/k/a Clarence Ha'lan~-- -- do hereby Convey to Citv of Iowa City. Iow~ the following described real estate in Johnson County, Iowa: Auditor Parcel #97090 legally deseribed as follows: . All ofiliat part I~ing Easterly of the Iowa River in the Northerly part oCreal esUlte described in Auditor Parcel #95]06 Book ! 35, Page 308, recorded at the office of the Recorder of Johnson County,. Iowa, more particularly described as follows: Commencing at the South ';' Comer of Seclion 22, T79N, R6W of the 5th P.M.; thence N 880 56' 53" E - 22.10 feet along the South line of said Section 22 to a found 5/8" rebar; thence N 300 22' 24" E" 146.65 feet to a found 5/8" rebar; thence N 08. 19' 34" E - 1020.99 feet 10 a found 5/8" rebar; thenec N 09. 49' 51" E - 134.02 feet to a found 5/8" Tebar; thence S 59. 43'07" W " 416.41 feet to a set 5/8" Tebar and the Point of Beginning of Auditor Parcel #97090; thence S 59. 43' 07" W - 78.81 feet to a found 5/8" rebar; thence S 73. 53' 30" W - 124.00 feet to the Mean High Water of the East Bank of the lo\\'a River and a Found 5/8- rebar which point is on a meander line of the Mean High Water of the East Bank of the 10\\'3 River; thence S 06037' 10- W . 99.75 feet along the meander line of the Mean High Water of the East Bank of the Iowa River to 8 set 5/8" rcbar~ thence N 73. 53' 30" E - 111.57 feet to a set 5/8" rebar; thence S 6e. 53' 23" E - 39.76 feelto a set 5/8" rcbar; thcnce N 21. 06' 37" E- 2).5) feel to a set 5/8" rebar; thence Northeasterly 122.75 fcet along a 220.00 foot radius curve conca"e Southeasterly which chord bears N 37. OS' 42" E - 121.17 feet to a set 5/8" rebar; thence N 35. 30' IS" W - 46.70 feet 10 the Point of Beginning. Said tract contains 19 ,2JO. 79 square feet or 0.441 acres, and is subject to e3sements, agreemenlc;: 3nd restrictions ofrccord Grantors do Hereby Covenant with grantees, and successors in interest, that grantors hold the real estate by title in fee simple; that they have good and lawful authority to sell and convey the real estate; that the real estate is Free and Clear of all Liens and Encumbrances except as may be above stated; and grantors Covenant to Warrant and Defend the real estate against the lawful claims of all persons except as may be above stated. Each of the undersigned hereby relinquishes all rights of dower, homestead and distributive share in and to the real estate. Words and phrases herein, including acknowledgment hereof, shall be construed as .in the singular or plural number, and as masculine or feminine gender, according to the context. STATE OF IOWA Dated: ..lJ.j 1.:1" ll\ '\ ~ ss: JOHNSON COUNTY, On this 1'\ day of July 19 98 , before me, the undersigned, a Notary (Grantor) Public in and for said State, personally appeared QIMP/VlPO-/ ~0 rl:=1-r,:3n,:3 H:=Il),:3n ann l<'Jf"'\Y'enC"~ l-f::ll'J~T'\ i l-fl1Qn:=tnn .:=t,.;r=l Wife orence--Hagen ( (Grantor) to me known to be the identical persons named in and who executed the foregoing instrument and ~ acknowledged that they executed the same as their , l 5 " (Grantor) voluntary act and deed. 't'-\u1 I\~ \1\' _ ..-.>- flJ.,aA. 4~ -" Notary Public. ~uu2 (0 (Grantor) (This form of acknowledgment for individual grantor(s) only) Q TIle Iowa Stale Bar Associalion 101 WARRANTY DEED lOWAOOCS roo 9f97 Revised November 1995 ,. . .. - ~ 4 ~ ~ p .- , , !f 8 ~ Co- ~ ~ ~~ > ~ ~ ~ c l\:) ~ ~ ~~ :u co i~ co .. . o-~. o . 0 ~ .,.,. (A, ~ . , . ..: , , {~~1%~t~j~~, _....:...:::._,'-"'" ----~-._--~ EXHIBIT "A" AUDITOR PARCEL #97090 All of that part lying Easterly of the Iowa River in the Northerly part of real estate described in Auditor Parcel #95106 Book 35, Page 308, recorded at the office of the Recorder of Johnson County, Iowa, more particularly described as follows: i Commencing at the South y.. Corner of Section 22, T79N, R6W'of the 5th p.M.; thence N 88056'53" E - 22.10 feet along the South line of said Section 22 to a found 5/8" rebar; thence N 30022'24" E - 146.65 feet to a found 5/8" rebar; thence N 08039'34" E - . 1020.99 feet to a found 5/8" rebar; thence N 09049'51" E - 134.02 feet to a found 5/8" rebar; thence S 59043'07" W - 416.41 feet to a set 5/8" rebar and the Point of Beginning of Auditor Parcel #97090; thence S 59043'07" W - 78.81 feet to a found 5/8" rebar; thence S 73053'30" W - 124.00 feet to the Mean High Water of the East Bank of the Iowa River and a found 5/8" rebar which point is on a meander line of the Mean High Water of the East Bank of the Iowa River; thence S 06037'10" W - 99.75 feet along the meander line of the Mean High Water of the East Bank of the Iowa River to a set 5/8" rebar; thence N 73053'30" E - 111.57 feet to a set 5/8" rebar; thence S 68053'23" E - 39.76 feet to a set 5/8" rebar; thence N 21006'37" E - 23.53 feet to a set 5/8" rebar; thence Northeasterly 122.75 feet along a 220.00 foot radius curve concave Southeasterly which chord bears N 37"05'42" E - 121.17 feet to a set 5/8" rebar; thence N 35030'15" W- 46.70 feet to the Point of Beginning. Said tract contains 19,230.79 square feet or 0.441 acres. - ~ . . REAL ESTATE TRANSFER - GROUNDWATER HAZARD STATEMENT Please read the filing instructions on the reverse side BEFORE completing this form. PART I - TO BE COMPLETED BY TRANSFEROR (Please Type or Print Legibly) Social Security No. RANSFEROR Name Cl arence E. Hagen and Florence M. Hagen (or Federall.D. No.) 538-30-3179 Address 1214 S. Gilbert Street Iowa City IA 52240 Number and Street or RR City, Town or P.O. State Zip Social Security No. RANSFEREE Name City of Iowa City. Inwa (or Federal 1.0. No.) 42-6004805 Address 410 E. Washinqton St. Iowa City IA 52240 Number and Street or RR City, Town or P.O. State Zip \ddress of Property Transfered Number and Street or RR City, Town or P.O. State Zip .ega: Description of Property See attached Exhi hi t "A" 1. Wells (check one) fhere are no known wells situated on this property. i{b<:Ther"l is a well or wells situated on this property. The type(s), location(s) and legal status are stated below. 2. Solid Waste Disposal (check one) , ~ There is no known solid waste disposal site on this property. o There is a solid waste disposal site on this property, but no notice has been received from the Department of Natural Resources that the site is deemed to be potentially hazardous. o There is a solid waste disposal site on this property which has been deemed to be potentially hazardous by the Department of Natural Resources. The 10catioj1(s) of the site(s) is stated below. 3. Hazardous Wastes (check one) ~ There is no known hazardous waste on this property. o There is hazardous waste on this property and it is being managed in accordance with Department of Natural Resources rules. - 4. Underground Storage Tanks (check one) ~ There are no known underground storage tanks on this property. (Note exclusions such as small farm and residential motor fuel tanks, most heating oil tanks, cisterns and septic tanks, in instructions.) o There is an underground storage tank or tanks on this property. The type(s), size(s) and any known substance(s) contained are described below. Information, if any, required by statements checked above: U0~ \.D~ . Q\C)~'i:. -\-c::, 'Z~ ?^C)~~ ~"l Attachment for Additional Information? Y / N If so, number of pages I HEREBY DECLAR THE INFORMATION CONTAINED IN PART I OF THIS STATEMENT IS TRUE AND CORRECT Signature: Telephone Number: ( ) ------------------------------------------------------------------------------------------ PART \I - TO BE COMPLETED BY RECORDER 'D D.",,,,,,,,m,", ~!~ ' 'oo~'.D ()53jc '"9,"0 ,!)7 Date of iec ding C{! City or Township ~ Deed 12Q Contract County' rt.\oY\- ---- ------------------------------------------------------------------------------------------ DNR form (SEPT. 97) FILE WITH RECORDER 542-<>960 (See Instructions, #5) . " . INSTRUCTIONS FOR COMPLETING GROUNDWATER HAZARD STATEMENT The transferor of real property is required to complete 3. Hazardous Wastes - "Hazardous waste" is defined in Part I of this form. The purpose of the statement is to Iowa Code section 4556.411, 567-t41.2 (4556). lAC, satisfy legal requirements for filing instruments of and federal regulations referenced therein. It is genera/ly conveyance of reai property with the county recorder (Iowa defined as waste that poses a threat to human health or Code Section 558.69). The Department of Natural the environment. It includes wastes which are ignitable, Resources does not approve or disapprove of property corrosive, toxic, explosive, violently reactive. or specifically transfers based on these statements. The statement must listed as hazardOus in the Code of Federal Regulations be signed by one of the persons transferring, the property (40 CFR.261). EXCLUDED are household wastes, interest or that pefSon's agent. An agent signing this form agricultural wastes returned to the soli as fertilizers or soil represents the information from transferor to be correct. conditioners, agricultural chemicals applied or disposed of by a farmer in accordance with the manufacturer's For the most part the information requested is clear (name, instructions, triple-rinsed agricultural chemical containers address, SSN, etc.). One statement under each of the disposed of by farmers (where the rinsate is used as numbered items (1, 2, 3 and 4) must be checked, and if makeup water in the tankmix and applied at appropriate one or m'ore of the statements checked requires the rates), and other specific materials. Persons are legally transferor to provide additional information, that informa- required to be aware of hazardous waste laws. tion is to be provided in part I. Relate the additional information to the specific category of faciiity (well, etc.) 4. Underground Storage Tanks - "Underground storage by numbering it with the corresponding number (1, 2, 3, tank" means one or a combination of tanks, including 4)'. If additional space is needed, type or print it legibly underground piping connected to the tanks, used to on a separate sheet or sheets, complete the statements contain an accumulation of regulated substances. and the at the end of Part I and attach the additional information . volume of which is 10 percent or more beneath the surface to all copies of the form. When describing the location of the ground. "Regulated substances" inciude petroieum of a facility on the property, be reasonably precise, such products and hazardous or toxic materials identified in as a specific distance and general direction from a 567-135.2(4556), lAC. Underground storage tank does landmark or corner of the property. A professional survey not include: is not necessary. The following definitions are for use in a. Farm or residential tanks of 1,100 gallons or less completing the form. capacity used for storing motor fuel for noncommer- cial purposes. (6ut See 4556.473(4)) 1. Wells w A "well" is any excavation that is drilled, cored, b. Tanks used for storing heating oil for consumptive bored, augered, washed, driven, dug, jetted or otherwise use on the premises where stored. constructed for accessing groundwater or for diverting c. Residential septic tanks. surface water into the ground, including abandoned wells. d. Pipeline facilities regulated by state or federal law. "Well" does not include an open ditch or drainage tiles e. A surface impoundment, pit pond, or lagoon. which discharge to the surface. r. A storm water or wastewater collection system. If a well is an "abandoned well" or an "agricultural drainage g. A fiow-through process tank. h. A liquid trap or associated gathering lines directly well," this must be identified and the status of the well related to oil or gas production and gathering with respect to Iowa Code sections 4556.190 and 159.29, operations. respectiveiy, must be stated. An "abandoned well" is a i. A tank in an underground area such as a basement well no longer in use or in such state of disrepair that or mine, if the tank is on or above the surface of continued use is unsafe or impracticable. Abandoned wells the floor. are to be properly plugged in accordance with chapter j. Pipes connected to the above exclusions. 39 of the rules of the Department of Natural Resources. (567 Iowa Administrative Code, Chapter 39) "Tank type" means the material of construction (steel, An "agricultural drainage well" is a well constructed for fiberglass reinforced plastic [FRP], or other (specify]), and any internal or external protection such as a protective the purpose of draining, or which drains, water from coating or wrapping, or cathodic protection. agricultural land to an aquifer (underground), exciud}ng drainage tile intakes which outlet to the surface. Identify the capacity in gallons and the substance stored Agricultural drainage wells are required to be. registered in each tank. with the department by September 30. 1988, and the owner of the well and of the land drained by the well are to develop 5. Filing - The original of this form must be presented a plan propOSing alternatives to the use of the well by to the county recorder when the document to be recorded July 1, 1994 (See Iowa Code Section 159.29.) is filed. If any of the four questions are answered in the affirmative so that explanations are required, a duplicate 2. Solid Waste - "Soiid waste" means garbage, refuse, copy (or photocopy) of this form must be filed with the .rubbish and other similar discarded solid or semisolid recorder. In cases where all four questions are answered material. It does not include dirt, stone, brick, or similar in the negative, this form will be forwarded by the recorder inorganic material used for fill, as long as no other solid to the transferee when the recorded instrument is returned. was.te is included. See 567-100.2(4556), Iowa Adminis- If any of the questions are answered in the affirmative trative Code (lAC.) for further definitions. A "disposal so as to require an explanation, the recorder shaH furnish site" is any area on the property on, in, or under which the original of this form to the transferee and forward the solid waste has been disposed, whether or not the disposal photocopy or other duplicate copy suitable for microfilm- is or was regulated by the department. ing to the department. The recorder is not required to keep If the transferor or agent has not received notice from any copies. the Department of Naturai Resources that the disposal site The Recorder shall always forward the original to the has been deemed to be potentially hazardous, there is no transferee when the recorded instrument is returned. duty to inquire to the department. 'Note The land application of sludges or soils resulting from the remediation of underground storage tank releases accomplished in compliance with Department of Natural Resources rules without a permit is not required to be reported as the disposal of solid waste or hazardous waste. (See Iowa Code Section 558.69) """'<".<1",;:'. - , 'tHE IOWA STATE BAR ASSOCIATION FOR THE LEOAL EFFECT Of THE USE OF > OffIc.lal Form No. 104 Charles A. Mullen ISBA # 03897 THIS FORM, CONSULT YOUR LAWYER FEE r- coo .1EAL!SrA.1!:~ Trllo!:.r Fee 0 -;:;0 . TAX PAID Recording Fee Il :g~~ ;J I 00 Total $ 5(".- o.'borah Conger -I\COR"~'l'-' D ''1 -I{P-~~ Johnson R Preparer ~A -~-.- --- . Information Charles A. Mullen v lows C, 73 e Individual's Name Street Address City Phone _ .' '5Dl' SPACE ABOVE THIS LINE t_:-:'~." " Iro.. i1s.a.r FlY.) - CD WARRANTY DEED FOR RECORDER . . . "^cordlO" r.C~ I ^ . ~ ~ = -' : n~ ". . 0 /)0 f) (CORPORATE GRANTOR) "'"","'=" _~...o~ ' Tot,.; J J. P 00:1"" ; "- I I ..~ 'II For the consiaeration of One---------------------------------,.-------...--------------------------------------------.------------.------ ! . ': Dc!lc:.:r(s} and ot:ler "..raluabJe consideration, I Barker DeveJo mer.l Com an a corporation organized and existing under the laws of FILED H .- does hereby Convey to The City of Iowa City, Iowa, 98 ,lUe I e PH 2: 0 .lnHI<~n~ ~nIlIJTY I?ECOR R the following described real estate in Johnson County, Iowa: IOW.A. CITY.LOW.6 Auditor's Parcel No. 98064 more specificaIly described as foIlows: Commencing at the Northwest Corner of Lot 6, of Barker"s Second Subdivision, Iowa City, Iowa, in accordance with the recorded plat thereof; Thence SOO'12'4,8"E, a recorded bearing along the Westerly Line of said Lot 6, 152.06 feet, to the Paint of Beginning; Thence S3505S'5S"E, 245.52 feet, Thence S53'52'53"E, 10.56 feet to the Southeasterly 'Line ot Lot 6, Thence S61'\S'16"W, along the Southeasterly Line of said Lot 6, 65.08 feet, to the Southerly Corner of said Lot 6; Thence N71040'53"W, along the Southwesterly Line of said Lot 6, 100.00 feet; to a point on the Westerly Line of said Lot 6; Thence NOO'12'48"W, along said Westerly Line, 204.72 feet, to the Point of Beginning. Said parcel of land contains 17,540 Square feet, I 1\ more or less, and is subject to easements and restrictions of record. This Warranty Deed is being rerecorded to correct the legal description in the Deed recorded in Book 2535 at Page 178 in the records of the Recorder of Johnson County, Iowa. The Corporation hereby covenants with grantees, and successors in interest, that it holds the real estate by title in fee simple; that n has good and lawful authority to sell and convey the real estate; that the real estate is free and clear of all liens and encumbrances, except as may be above stated; and n covenants to Warrant and Defend the real estate against the lawful claims of all persons, except as may be above stated. Words and phrases herein, including acknowledgment hereof, shall be construed as in the singular or plural number, according to the context. Barker Development Company Dated: July 15, t998 By % V-Y ;$~,i,~ Robert G. Barker, President Tnle , 'j<. ~(l-rra,e..( I ~ \ Tnle STATE OF IOWA . JOHNSON COUNTY, ss: On this 15th day of July , 19..2L before me, the undersigned, a Notary Public in and for said State, personally appeared Robert G. Barker ::aJId:: to me pers~known, who being by me duly sworn, did say thatm~~ he>;" rhp vCrs r.hf'~ :bf-"'-42<\ll.f?!4___ JIImX. , respectively. of said corporation; I that (00 seal has been procured by the said) (the seal affixed thereto ;s tl,e seal of sa;d) corporation that said instrument was signed (and "ealed) on behalf of said corporation by authority of its Board 0 Directors; and that the said Robert G. Barker amIx I as such office~ acknowledged the execution of said instrument to be the voluntary act f s id cOfJJorati/1' by it an tRM!. voluntarily executed. ~~ CHARlfSA.MULlEN L<z "YI him *~ MY COMMISSION ElIJlIRES . - - September 23, 2000 Notary Public OThe Iowa State Bar Associ,tion 104 WARRANTY DEED (CORPORATE GRANTOR) IQWADOCST.. 9rg7 Revised NOYember, 1995 , , , "'M ."..... " - .-,. . ."-~' , It, ,Ii)..,", , . .'~ n_'- . .... .:J," '. : \~~.t~..:; '1;~.~ ~ ',~~, ~ -. ~: I , -.. ,.- ... . ....,.. _",.'._~...._ ,",,_,'1.- . _..._._._--,~ .. (. ---~- --" __..'H . ....._- "0' . ~ :.; : ~ : I ~ I I I '" '" I ;" I~ i i . ! c.> rT". m ~k1 ~ p :::J - -< CO Q o -... .. ! l~ r ~ ~ ~ ~ ~ g:~ (1) g ~ 2; 5"~ c. I I : Q) c: 0 r I\r. t ~ '0 ::l ~ J~ ....... 0 ~ ~ ~ ~t= - P' I~' 0'::: ~ ~ en ~~ ... > ~ ~ O~ Q) ~ IA.;'^ ::: =; c :--- ~ . ~ ~ ~~ ::l I !I- ....... CJ .V> . !::r- ::3 .2 ~?tr1 o cc e- m i\' I iii' 1Jl --i <o!5' :xl ~ ~~ 0<0" ... ' 'i ~ :I:! 00 Pol ~~~ 0- ! I, ~. 0 i i ~ ~ } ~ <::> :> i C c: - 0 V> ~ <::> CD ~ ::j!'-C ~ --i 0 !~ -< ;::I i ~ 61 Ie '_....c..~;:~?c.;.~,..:T:.' .:\ , ..,...,.,~ I '''' I ;EAl WAlE lRANSFf:lt . ........., ,..: r-l r.... ::>'2 -7')-(.. -~ ..'.- -' , TAX PAID ~. \ $ \<63?O Transfer ~ 5~ FILED NO. 005744 Deborah Conger Recording r-ee (p .00 BOOK25W'^GE Z2:6 I ~ J0hnson Tot&l I="~ e. -1\ 00 98 nUG 28 PH 3: 20 , ~blJNfY . JOHNSON COUiHY RECORDER PreDared By Tindal Erdahl. Goddard & Nestor PlC. Bruce D. Goddard Anome, It Law 311 Iowa State Bank Bldll. Iowa CiIY.IA s2240.f3191351-45610WA ell Y, IOWA WARRANTY DEED For the consideration of One ($1.001 Dollar and other valuable consideration HERBERT JAMES HAMMES a/k/a JIM HAMMES and MARY BETH HAMMES, Husband and Wife, do . hereby convey to THE CITY OF IOWA CITY, the following.described real estate in JOHNSON County, Iowa: Beginning at the Southeast corner of Lot three (3) of the Paden's Resubdivision of Lots 1 and 4 of Charles Subdivision of the Southwest Quarter of Section Twenty.Two 1221, Township seventy.nine {79} North, Range Six 151 west, of the 5'" P.M.; Thence N75042'52" W, along the southerly line of said lot 3, a distance of 88.94 feet; Thl3nce N16031'5S"(, 780.57 f'let, to a pobt en the northerly line of said lot 3; Thence SSooOT'5S"E, 255.60 feet more or less, along said :1C'rthlO!rh'line ai1d its sllutheasterl,. p~ojection theff~ilf, to a point which is at the Mean High Water Mark of the Iowa River as it is presently located, which is witnessed by a 5/8 inch iron rebar set 3 feet, normally distant, westerly of the Westerly Top of Bank of said Iowa River. Thence meandering along said Mean High Water line to a point at the Mean High Water Mark of said Iowa River which point is witnessed by a 5/8 inch iron rebar set 3 feet normally distant westerly of the Westerly Top of Bank of said Iowa River, and is located 193.34 feet, S16032'12"E, of the previous witness marker; Thence meandering along said Mean High Water line to a point at the Mean High Water Mark of said Iowa River which point is witnessed by a 5/8 inch iron rebar set 3 feet normally distant westerly of the Westerly Top of Bank of said Iowa River, and is localed 252.45 feet, SOOD36'13"W, of the previous witness marker; Thence meandering along said Mean High Water line to a point at the Mean High Water Mark of said Iowa River which point is witnessed by a 5/8 inch iron rebar set 3 feet normally distant westerly of the Westerly Top of Bank of said Iowa River, and is located 128.20 feet, S12D39'26"W, of the previous witness marker; Thence meandering along said Mean High Water line to a point at the Mean High Water Mark of said Iowa River at its intersection with the southeasterly projection of the Southerly line of said lot 3, which point is wifnessed by a SIB inch iron rebar set on said Southerly line of lot 3. 3 feet normally distant westerly of the Westerly Top of Bank of said Iowa River, and which marker is located 252.21 feet, S16D57'57"W, of the previous witness marker; Thence from said Mean High Water Mark, N76042'52"W, along said southerly line 347.29 feet. to the point of Beginning. Said parcel of land contains 7.17 Acres more or less and is subject to easements and restrictions of record. PROVIDED FURTHER: That should Grantors, their successors, Dr assigns expand the mobile home park now known as Thatcher Mobile Home Park such that additional open space is required pursuant to City Code, Grantors, their successors or assigns shall be allowed to use the above.described property to satisfy said open space requirements, and will retain an easement on the above-described property for this purpose only. . - ~ Grantors do hereby covenant with Grantees, and successors in interest, that Grantors hold the real estate by title in fee simple; that they have good and lawful authority to sell and convey the real estate; that the real estate is free and clear of all liens and encumbrances except as may be above stated; and Grantors covenant to warrant and defend the real estate against the lawful claims of all persons except as may be above stated, Each of the undersigned hereby relinquishes all rights of dower, homestead and distributive share in and to the real estate. I Words and phrases herein, including acknowledgment hereof, shall be construed as in the singular or plural number, and as masculine or feminine gender, according to the context. Dated this ,tf day of 61.tAJit ,19.1L, 7(~ ~~a ~ ';?~,............- 'im "i1rl8u.J. jJ 'f,</,f' -'I""" HERBE AMES HA~ES a/k/a MAR BE HAMMES, Grantor JIM HAMMES State of Iowa I )ss: County of ~I'\ $01'\ ) On this ~ day of () J ~ -;t ,19:1K, before me the underSigned, a Notary Public in and for said State, personally appeared HERBERT JAMES HA ES a/k/a JIM HAMMES and MARY BETH HAMMES, Husband and Wife, to me known to be the identical persons named in and who executed the foregoing i ment and acknowledged that they executed the same as their voluntary act and deed. 0OO2~O - -.'- ~ .~ . . - ': .' ~" ..... . ' . 1 \. _. I ' . '.~ . . . . '" I r I ~ It. I I c.. m I . CD :J I I "'< ~ I I 0 Ct> 'A"'\ I \ .. Cil ~ . j~ r.:t' c.. 8 U) K'" 0 ~ I "ci ~""l ~ ItJr ;: ~ ~~ l" ~t=. ~ l~ ~~ ~ =l ~ P ~ 'II&:. CD' o = I5"l~.-' i .., :Il = :E~l. I . co p:l ~.. . ! I C- ,. ~6 ~ k ! =i ~. o ' '" I C NY (jF (Tr- . REAL ESTATE TRANSFER - GROUNDWATER HAZARD STATEMENT Please read the filing Instructions on the reverse side BEFORE completing this form. PART I - TO BE COMPLETED BY TRANSFEROR (Please Type or Print Legibly) Herbert James: &':Mary'.Beth Harrmes Social Security No. TRANSFEROR Name (or Federall.D. No.) 481-52-65.~?u Address 604 E.Ringgold Sigourney IA 52591 Number and Street or RR City, Town or P.O. State Zip TRANSFEREE Name City of Iowa City Socia/Security No. 42-6004805 (or Federall.D. No.) Address 410 E. Washington Iowa City IA 52240 Number and Street or RA City, Town or P.O. State Zip Address of Property Transfered .n Number and Street or RR City, Town or P,O. State Zip Legal'Description of Property see attached Exhibit "A" --.. _no 1. Wells (check one) 'I'l"'There are n0 known wells situated on this property. u There is a well or wells situated on this property. The type(s), location(s) and legal status are stated below. 2. Solid Waste Disposal (check one) VThere is no known solid waste disposal site on this property, '? . There is a solid waste disposal site on this property, but no notice has been received from the Department of Natural Resources that the site is deemed to be potentially hazardous. o There is a solid waste disposal site on this property which has been deemed to be potentially hazardous by the Department of Natural Resources, The location(s) of the site(s) is stated below. 3. Hazardous Wastes (check one) rihere is no known hazardous waste on this property. D There is hazardous waste on this property and it is being managed in accordance with Department of Natural Resources rules. 4. Underground Storage Tanks (check one) VThere are no known underground storage tanks on this property. (Note exclusions such as small farm and residential motor fuel tanks, most heating oil tanks, cisterns and septic tanks, in instructions.) o There is an underground storage tank or tanks on this property. The type(s), size(s) and any known substance(s) contained are described below, Information, if any, required by statements checked above: Attachment for Additional Information? Y/N If 50, number of pages I HEREBY DECLARE THAT THE INFORMATION CONTAINED IN PART I OF THIS STATEMENT IS TRUE AND CORRECT. ~ ?E;:e~~:~~~~~~_;~:~~_______________~:~~~~~~_~~~~b_e~~__~=~_~~~:~~~~_ PART II - TO BE COMPLETED BY RECORDER Date of Instrument Book/l 0.1 25u.1 Page/l.D. L~~ ] Date of Recording City or Township C] Deed 0 Cl Contract 0 County -------..------------------------------------------------------------------------------------.--. DNR form (JUL 89) FILE WITH RECORDER 5-42.0960 (See Instructions, #5) I .- . ... : , INSTRUCTIONS FOR COMPLETING GROUNDWATER HAZARD STATEMENT The transferor of real property is required to comptete 3. Hazardous Wastes. "Hazardous waste" is defined in Part I of this form. The purpose of the statement is to Iowa Code section 455B.411, 567-141.2 (455B), lAC.. salisfy legal requirements for filing instruments of and federal regulations referenced therein. It is generally conveyance of real property with the county recorder (1989 defined as waste that poses a threat to human health or Iowa Code Section 558.69). The Department of Natural the environment. It includes wastes which are ignitable. Resources does nQt approve or disapprove of property corrosive. toxic. explosive, violently reactive. or specifically transfers based on these statements, The statement must listed as hazardous in the Code of Federal Regulations be signed by one of the persons transferring the property (40 CFR 261). EXCLUDED are household wastes, interest or that person's agent. An agent signing this form agricultural wastes returned to the soil as fertilizers or soil represents the information from transferor to be correct. conditioners, agricultural chemicals applied or disposed For the most part the information requested is clear (name, of by a farmer in accordance with the manufacturer's instructions, triple-rinsed agricultural chemical containers address, SSN, etc.). One statement under each of the disposed of by farmers (where the rinsate is used as numbered items (1, 2, 3 and 4) must be checked, and if makeup water in the tankmix and applied at appropriate one or more of the statements checked requires the rates), and other specific materials. Persons are legally transferq' to provide additional information, that informa- required to be aware of hazardous waste laws. tion is to be provided in Part I. Relate the additional information to the specific category of facility (well, etc.) 4. Underground Storage Tanks. "Underground storage by numbering it with the corresponding number (1, 2, 3, tank" means one or a combination of tanks, including 4). If additional space is needed, type or print it legibly underground piping connected to the tanks, used to on a separate sheet or sheets, complete the statements contain an accumulation of regulated substances, and the at the end of Part I and attach the additional information volume of which is 10 percent or more beneath the surface to all copies of the form. When describing the location of the ground. "Regulated substances" include petroleum of a facility on the property, be reasonably precise, such products and hazardous or toxic materials identified in as a specific distance and general direction from a 567-135.2(455B), lAC. Underground storage tank does landmark or corner of the property. A professional survey not include: is not necessary. The following definitions are for use in a. Farm or residential tanks of 1,100 gallons or less completing the form. capacity used for storing motor fuel for noncom- 1. Wells - A "well" is any excavation that is drilled, cored, mercial purposes. (But See 4558.473(4)) b. Tanks used for storing heating oil for consumptive bored, augered, washed, driven, dug, jetted or otherwise use on the premises where stored. constructed for accessing groundwater or for diverting c. Residential septic tanks. surface water into the ground, including abandoned wells. d. Pipeline facilities regulated by state or federal law. "Well" does not include an open ditch or drainage tiles e. A surface impoundment, pit pond, or lagoon. which discharge to the surface. r. A storm water or wastewater collection system. If a well is an "abandoned well" or an "agricultural drainage g. A flow-through process tank. well," this must be identified and the status of the well h. A liquid trap or associated gathering lines directly with respect to Iowa Code sections 455B.190 (as amended related to oil or gas production and gathering by 1989 Iowa Acts, Senate File 441) and 159.29, respec- operations. tively, must be stated. An "abandoned well" is a well no i. A tank in an underground area such as a basement longer in use or in such state of disrepair that continued or mine, if the tank is on or above the surface of use is unsafe or impracticable. Abandoned wells are to the floor. be properly plugged in accordance with chapter 39 of the i. Pipes connected to the above exclusions. rules of the Department of Natural Resources. (567 Iowa "Tank type" means the material of construction (steel, Administrative Code, Chapter 39) fiberglass reinforced plastic [FRPJ, or other [specify]), and An "agricultural drainage well" is a well constructed for any internal or external protection such as a protective the purpose of draining, or which drains, water from coating or wrapping, or cathodic protection. agricultural land to an aquifer (underground), excluding Identify the capacity in gallons and the substance stored drainage tile intakes which outlet to the surface. in each tank. Agricultural drainage wells are required to be registered with the department by September 30, 1988, and the owner 5. Filing. The original of this form must be presented of the well and of the land drained by the well are to develop to the county recorder when the document to be recorded a plan proposing alternatives to the use of the well by is filed. If any of the four questions are answered in the July 1, 1991. (See 1989 Iowa Code Section 159.29.) affirmative so that explanations are required, a duplicate 2. Solid Waste. "Solid waste" means garbage, refuse, copy (or photocopy) of this form must be filed with the recorder. In cases where all four questions are answered rubbish and other similar discarded solid or semisolid in the negative, this form will be forwarded by the recorder material. It does not include dirt, stone, brick, or similar to the transferee when the recorded instrument is returned. inorganic material used for fill, as long as no other solid If any of the questions are answered in the affirmative waste is included. See 567-100.2(455B), Iowa Adminis- so as to require an explanation, the recorder shall furnish trative Code (lAC.) for further definitions. A "disposal the original of this form to the transferee and forward the site" is any area on the property on, in, or under which photocopy or other duplicate copy suitable .for microfilm- solidwasle has been disposed, whether or not the disposal ing to the department. The recorder is not required to keep is or was regulated by the department. any copies. If the transferor or agent has not received notice from the Department of Natural Resources that the disposal site has been deemed to be potentially hazardous, there is no duty to inquire to the department. CPF-86861 5~:?-0960 ..... ....., .' , EXHIBIT nAn Beginning at the Southeast corner of Lot three (3) of the Paden's Resubdivision of Lots 1 and 4 of Charles Subdivision of the Southwest Quarter of Section Twenty-Two (22), Township seventy- nine (79) North, Range Six (6), west, of the 5th P.M,; Thence N76042'52" W, along the southerly line of said Lot 3, a distance of 88.94 feet; Thence N16031'56"E, 780.57 feet, to a point on the northerly line of said Lot 3; Thence S80001'58"E, 255.60 feet more or less, along said northerly Line and its southeasterly projection thereof, to a point which is at the Mean High Water Mark of the Iowa River as it is presently located, which is witnessed by a 5/8 inch iron rebar set 3 feet, normally distant, westerly of the Westerly Top of Bank of said Iowa River; Thence meandering along said Mean High Water Line to a point at the Mean High Water Mark of said Iowa River which point is witnessed by a 5/8 inch iron rebar set 3 feet, normally distant, westerly of the Westerly Top of Bank of said Iowa River, and is located 193.34 feet, S16032'12"E, of the previous witness marker; Thence meandering along said Mean High Water Line to a point at the Mean High Water Mark of said Iowa River which point is witnessed by a 5/8 inch iron rebar set 3 feet, normally distant westerly of the Westerly Top of Bank of said Iowa River, and is located 252.45 feet, S00036'13"W, of the previous witness marker; Thence meandering along said Mean High Water Line to a point at the Mean High Water Mark of said Iowa River which point is witnessed by a 5/8 inch iron rebar set. 3 feet, normally distant westerly of the Westerly Top of Bank of said Iowa River, and is located 128.20 feet, S12039'26"W, of the previous witness mark er; Thence meandering along said Mean High Water Line to a point at the Mean High Water Mark of said Iowa River at its intersection with the southeasterly projection of the Southerly Line of said Lot 3, which point is witnessed by a 5/8 inch iron rebar set on said Southerly Line of Lot 3, 3 feet, normally distant westerly of the Westerly Top of Bank of said Iowa River, and which marker is located 252.21 feet, S1605T57"W, of the previous witnes's marker; Thence from said Mean High Water Mark, N76042'52"W, along said southerly line, 347.29 feet, to the point of Beginning. Said parcel of Land contains 7.17 Acres more or Less and is subject to easements and restrictions of record. ._-~ .J-C.52~ .; ~ ~:''}-G . .. .. FILED NO. 00574:3 '5.00 '. Transfer ~ BOOX;l5bb,PAGL 2/9 . .. Recording r_ 000 .. "'.' " ~, TOUlI .Fe~ U .eo 98 ~UG 28 PH 3: 20 . . . JOHNSON COUNTY RECOROER " , IOWA CITY. IOWA . Preoared By Ti.ndi1 Erdahl Goddard & Nestor PLC Clemens Erdahl. AUomey at law. 311 Iowa State Bank Bldo. Iowa City IA 52240 13191351-4561 WARRANTY DEED For the consideration of Dne 1$1.00) Dollar and other valuable consideration, TIM THATCHER and PAM THATCHER. Husband and Wife. do hereby convey to JIM HAMMES and MARY BETH HAMMES. Husband and Wife. as Joint Tenants with Full Rights of Survivorship. and not as Tenants in Common. the following. described real estate in JOHNSON County. Iowa: Beginning at the Southeast corner of lot three (3) of the Paden's f!esubdivision of lots 1 and 4 of Charles Subdivision of the Southwest Quarter of Section Twenty.Two 1221. Township seventy.nine (79) North, Range Six 161 west, of the 5'" P.M.: Thence N76042'52" W, along the southerly line of said lot 3. a distance of 66.94 feet: Thence N16031'56"E, 760.57 feet, to a point on the northerly line of said lot 3; Thence S60001'56''E, 255.60 feet more or less. along said northerly line and its southeasterly projection thereof, to a point which is at the Mean High Water Mark of the Iowa River as it is presently located, which is witnessed by a 5/8 inch iron rebar set 3 feet, normally distant, westerly of the Westerly Top of Bank of said Iowa River. Thence meandering along said Mean High Water line to a point at the Mean High Water Mark of said Iowa River which point is witnessed by a 5/8 inch iron rebar set,3 feet normally distant westerly of the Westerly Top of Bank of said Iowa River, and is located 193.34 feet. S16032'12"E, of the previous witness marker; Thence meandering along said Mean High Water line to a point at the Mean High Water Mark of said Iowa River which point is witnessed by a 5/8 inch iron rebar set 3 feet normally distant westerly of the Westerly Top of Bank of said Iowa River, and is located 252.45 feet. SOoo36'13"W, of the previous witness marker; Thence meandering along said Mean High Water line to a point at the Mean High Water Mark of said Iowa River which point is witnessed by a 5/8 inch iron rebar set 3 feet normally distant westerly of the Westerly Top of Bank of said Iowa River, and is located 128.20 feet, S1203S'2S"W, of the previous witness marker; Thence meandering along said Mean High Water line to a point at the Mean High Water Mark of said Iowa River at its intersection with the southeasterly projection of the Southerly line of said lot 3, which point is witnessed by a 5/8 inch iron rebar set on said Southerly line of lot 3, 3 feet normally distant westerly of the Westerly Top of Bank of said Iowa River, and which marker is located 252.21 feet, Slso57'57"W, of the previous witness marker; Thence from said Mean High Water Mark, N76042'52"W, along said southerly line 347.29 feet. to the point of Beginning. Said parcel of land contains 7.17 Acres more or less and is subject to easements and restrictions of record. This deed is given in partial satisfaction of the real estate contract dated January 3, 1997, and recorded January 6, 1997, in Book 2208, Page 114, Records of the Johnson County Recorder wherein Tim Thatcher and Pam Thatcher, husband and wife, are sellers, and Jim Hammes and Mary Beth Hammes are buyers. This deed is given without consideration and is exempt from Declaration of Value Grantors do hereby covenant with Grantees. and successors in interest. that Grantors hold the real estate by title in fee simple; that they have good and lawful authority to sell and convey the real estate; that the real estate is free and clear of all liens and encumbrances except as may be above stated; and Grantors covenant to warrant and defend the real estate against the lawful claims of all persons except as may be above stated. Each of the undersigned hereby relinquishes all rights of dower. homestead and distributive share in and to the real estate. Words and phrases herein. including acknowledgment hereof, shall be construed as in the singular or plural number, and as masculine or feminine gender, according to the context Dated this ~ ,&,+1\ day of (\"a~-1J~~A J -. Q:-=O . \~ \ TIM THATCHER. Grantor PAM THATCHER. Grantor State of Minnesota 1 Iss: County of ~ I 0OO2i:j On this 1 ~ -\-" day of C'I...~. p- . 19~, before me the undersigned. a Notary Public in and for said State. personally appeared TIM THATCHER and M THATCHER. Husband and Wife.. to me known to be the Identical persons named In and who execu.j.Illl!l!.e.l9.!!Qoing instrument and acknowledged that they executed the same as their voluntary act and deed. I. SUEA:WEAVER i ~ A. ~ I .' NOTARYPUBUC-MINNESOTA _ n '. ~ I My Com CASS COUNTY I NOTAR PUBLIC. in and for the State of Minnesota +____~""EXjIm!SJAN.31,2000 --- .. " 6~1 . -'\.. ,~ ,~~ ......-.~ '" IOQ - :J '< .... Cl> 0 "" :- Cl> , i Q. g ~ ~ s-I-.lj f ~ ~ ~ -0 ~~ r ~ ~ t ~ ~t"' ~ cO;tr1 I i 0- :rJ ~ ~~ , ! ; 0 ~ -" ! 0 c: :..- ~ '" CO Vl ~ ~ Cli'! 6F -:v:- . American Arbitration Association Dispuu RuoJulion Servius wo,.ltJwid~ ..0 \.D 0 -" ~G r'1 UiJ :r>= CD - January 29, 1999 C"? .-:, I N ...-=- 514 Nicollet MaIl, Floor 6, Minneapolis. ~ '55402.1092 ~ . ,~ Paul T. Meyer telephone:6123326545.facsimilc-6~~42~4 J il U Harnmargren & Meyer htWJ~'~ ::;;;)1 7301 Ohms Lane ::;E...... .. Suite 360 J:> .r:- W Minneapolis, MN 55439 Marian K. Karr City of Iowa City Civic Center 410 East Washington Street Iowa City, IA 52240 RE: KENKO, INC. v. CITY OF IOWA CITY Dear Parties: The above referenced case has been filed with the Minneapolis Regional Office of the American Arbitration Association (AAA) . It has been forwarded to the Case Management Center, located in Dallas, and has been assigned to a Case Manager familiar with the specific issues pertaining to the case. You can soon expect to receive correspondence from the Case Manager. Once you have received an initiation letter from your Case Manager it will no longer be necessary for you to send or copy the Minneapolis office with your correspondence on this particular case. The Minneapolis Regional Office is pleased that you are using the services of the AAA as the forum of choice for dispute resolution. Our office hours are from 8:30 a.m to 4:30 p.m., Monday through Friday, and I can be reached at this location. Our hearing room and information services are always available should you need them. Should you have any questions or special requests for administration of the case, please do not hesitate to contact your Case Manager directly at the following address: AAA Case Management Center 1750 Two Galleria Tower 13455 Noel Road Dallas, TX 75240-6636 (972) 702-8222/ (800) 426-8792 Facsimile: (972) 490-9008 Thank you for choosing the American Arbitration Association, the nation's largest provider of dispute resolution services. Very truly yours, \ cc: Case Management Center, Dallas, TX - encl/case file ~//'U/ 1tJ~~ - Jnr k.p-~d HAMMARGREN AnUR1 YSATUW . 360 ONE CORPORATE CE.'TER IV 730 I OHMS LANE I MINNEAPOLIS, MN 55439 i& MEYER, P.A. TELEPHONE (612) 844.9033 TELECOPIER (612) 844-0114 email: hammar@minn.net DAVID D. HAMMARGREN PAUL T. MEYER' JEfffiEY C. PAULSON . LIC1;NSED I>ROFl'.SSION"L ENGINEER lO 0 lO ~C-:I ..., f"T1 ." >--: 0:: VIA CERTIFIED MAIL - ("')-~ I -- -I\:~j - .~ ff RETURN RECEIPT REOUESTED ;<;-.- :b fR:~! _[';-1 :A .-: ~ iJ a::v S> 0 January 28, 1999 ~=::: :l> CJl <.il City ofIowa City c/o Marian K. Karr, City Clerk Civic Center, 410 East Washington Street Iowa City, IA 52240 Re: Request For Mediation Kenko, Inc. and the City ofIowa City Dear Ms. Karr: Enclosed and served upon you by U.S. Mail please find the original Request For Mediation by Kenko for the above-referenced matter. Copies of the Request For Mediation are being sent to the American Arbitration Association for its administration of this matter. A copy is also being sent to Tim Randall as the Designated Engineer for the Project. Please contact me if you have any questions. PTM/mjm Enclosure cc: American Arbitration Association (w/encL) Kenko, Inc. (w/encL) Tim Randall, Special Projects Manager and Designated Engineer (w/encL) t./c,4 -- ----- . . . ~ . American Arbitration Association CONSTRUCTION INDUSTRY MEDIATION RULES REQUEST FOR MEDIATION DATE: January 28, 1999 To: Name City of Iowa City cia Marian K. Karr, City Clerk (of party upon whom the request is made) Address Civic Center, 410 East Washington Street City and State Iowa City, Iowa ZIP Code 52240 Telephone ( ) Fax The undersigned party to an agreement contained in a written contract, dated April 29, 1998 (Willow Creek IntercePJior . . and Lateral Sew"''': 5) , proVl mg for medIatIon, hereby requests mediation thereunder. (Attach the mediation clause or quote it hereunder.) See attached Exhibit 1. Paragraph 16.7 NATURE OF DISPUTE: Engineer/Owner has improperly denied compensation to Contractor for various claims. U) - U) 0 ..., :::Eo I'T1 'Ttl :Po:::j CD - 0- 0 ::c::'t: :Po U1 U1 TYPE OF BUSINESS: Filing Party Contractor Responding Party Owner MEDIATION LOCALE REQUESTED: Iowa City, Iowa (City and State) You are hereby notified that copies of our mediation agreement and of this request are being filed with the American Arbitration Association at its Minneapolis office, with the re uest hat it co mence the administration of the mediation. Signed Title Attorney Paul Meyer Kenko, Name of Filing Party Inc. Address (to be used in connection with this case) 8990 Springbrook Dr., Suite 230 City and State Minneapolis, MN ZIP Code 55433 Telephone (61 2 ) 786-6510 Fax (61 2 ) 786-6602 Name of Representative Paul T. Meyer, Hammargren & Meyer, P.A Representative's Address 7301 Ohms Lane, Ste. 360 City and State Minneapolis, MN ZIP Code 55439 Telephone ( 612) 844-9033 Fax 612-844-0114 To institute proceedings, please send three copies of this request with the administrative fee, as provided for in the rules, to the AAA. Send the original request to the responding party. Form M2-3/91 .- . .' . i FYRJRIT GC-A to GeIleraI Cooditioas or the American ArlliuaIian ...-;"n-" md a c:apy will be senllo -. All ~t Bet........ OWNER aDd CON- ENGINEER for iDf....-lio... 1"- . ld. for.Mlilnuion will. be.~ lbelbift....y or_.cIay.period'I~' <'""'" in . . TRACTOR Dat.od .......)6.2 as """'........... md in all other cues within a For DIe with EJCDC No. 191o.s (l99O eel.) - "';"'bIe lime m\ct lbc claim, cIispulc or other mat1cr in cp.mon bas...... md in 110 C\IlIJl\ shall any IIICb demand be I' -'. , IIIIIde m\ct Ibe dale wbeII ;-mJhoa of IqaI or equilable !>IE lj.... based CIIl IUCb claim. cIispulc or other mat1cr in DISPUTE RESOumON AGREEMENT ql~ would be bIrNd by lbc applicable _ of limita- tions. I OWNER md CONTRACI'OR hereby..- that AnicIe 16 16.4. Exccpc as ...v.ided in parapaph 16-' below, 110 of Ibe GeaaaI Conditions 10 the ApuAlCIIl bclwcea OWNER arbiUIIIion arisia& out 01 or reIaIiaa 10 lbc Coalnlct Documents . md CONTRACI'OR is .-Mod 10 include lbc foUowin& shall include by ~,;.,."joiader or in any other manner ...--.l of Ibe panics: any oilier per-. or ealily Cmcludiag ENGINEER,. ENGI. NEER's 0- .h.'1I md lbc oftic:ers, cliRctDrs, .,ems, em- 16.1. All claims, dispI_ md other IIIlIIIerS in queslion pIoyees or ~-. of any oflhcm) wbo is 1101 a parly 10 this I bclwcea OWNER aDd CONTRACI'OR arisiDg DIll of or Jdal. .-ll'&C\ IIIIIcss: iDe 10 lbc CoIIlract nn..,_ts or the breadI tbereof (except for claims which have been waived by the maIciJlg or aa:ep- 16.4.1. the ftwohllian of IUCb other penon or enlity is I IIIIICe offiDaJ payment IS pnwided by paI38I'Iph 14.15) will be . ~ ) if --..,..," relief is 10 be aIfonIed &DIlIIII those decided by arbilraIion ill accanlance with the CoaIauction wbo are abady pmties to lbc arbitration. md lDdustry Arbiaalion Rules of Ibe American Iu bihilliuu A.- . c:iman Iben oI~.:ft:.", IlIl!icd lO lbc .....;, .' ., of Ibis AnicIe 1604.2. IlICb oilier ...... or ealily is subSlanlially in- I 16. ~ "'--...110 III GtliaaIc md any oilier .........cat 01" WJIwd iD. qo--- oflawOl"&ct which is -'_10 those COIIMIII to GtliaaIc emaaI iDlD in ...-~ ba~with as wbo are abady pmties lO lbc ullitnIIion md which willl1rise ...v.ided in Ibis Anic:Ie 16 will be ~.. ifoGolDy enforceable IIIIder in IIICb pic .. ".I..aDd I lbc prevaiJinc law of any court baviaa~. 16.4.3. the wriac:n coasent of the other penon or entity 16.2. No demand for arbilraIion of any claim, cIispulc or IlIUIlbt 10 be ;p.h~ md of OWNER aDd CONTRAC'lOR oilier _ lbat is requinld 10 be re!emd lO ENGINEER bas'been otoo . -'" for IIICh inclusion, which consenl shall I iniIiaDy for deci.;.... in .........t...... with pa.....~pb 9.11 will be III&ke specific: ..4_....c.. to Ibis paI38I'Iph: but DO IlICh IIIIIde IIIIliIthe earlier 01 (a) lbc dale lIII which ENGINEER bas _1baI1.......,;,,~ coasent to arbilraIion of any dispule ~...d a writteD". , , .. or (b) the IllinrIiM clay after Ibe DIll 'r .......1Iy doIc:ribed in IIICb COIISCIII or 10 ariliuatiob puties bave prescmed their e.~ to ENGINEER if a with any .-nY DIll ~lIy ideoJ~ in IlIdl c:onsent. I wriac:n dec:isioo bas DIll been raIdcnod by ENGINEER befare lbat dare. No demand for.. bib........ of &IIY IlICb claim, cIispulc 16.5. N....,.;tMr.. ,. '" puaJp'&IIh 16.4 if a claim, dispute or or oilier _will be IIlIIde lalerthan tbiny clays afterlbe dale: oilier _ in 'I....... be(,.~ OWNER md CONTRAC- I t- CIIl which ENGINEER bas renderoecl a wriac:n L" 'I' ia:; lOR invaIveslho Wont 01 a Subc:obb...!tJr, either OWNER or rapecl tbereof in -...~ with ~ 9.1I;:md Ibe CONTRACTOR may join IIICh !:o... [ ..b.clOr as a pany to the faiIJn to demand ..bib.o... wilbiD Aid Ibiny clays' period will e ..bib.o... beJwcI OWNER md CONTRACTOR hereunder. ....n in ENGINEER', .= . '-, beiIlI: fiDaJ md bindiDc upaa;: CONTRACTOR sbaII iDc:Iude in all wt ..b_ required by I OWNER md CONTRACI'OR.<2f ENGINEER reDden a de- JIU1III"llllh 6.11 a spccific ...v.isOoG wba~i Ibe Sulx:oIIInclOr c:ision after ullitnIIion pnl --'iT have been ;,,;,;.,.~. IlICb llll r I. lO bcincjaiQed in &II Ab........ belY.~ OWNER ~ IllaY be emaallS C'o&.c. but will DIll ~""Ibe md CONT1tACTOR ia.aloliaa Ibe Wont of IIICb SubcontrllC. -~.... pi' ~:.~ except wbeft tbe ~ i." "I' is cccpt- tor. NClIbiDI ia Ibis .-_-.A> 16.5 DIll'in Ibe pro.isilIII of IlICh I able lOlbe pmUes_....d. No j _..d far ..bih........ 01..,- ".t .;b....u '~.lO jaiada' sbaII craie any claim. ri8ht wriaea oIL .. . tJ/ ENGINEER P". ~iIl.ll.. . ~ orirJt. or _ iii actiaa in ra-- iii &.b.....dl_ md apinst .-_..... 9.10 will be.... __u. tal clays afterlbe .-nY'" OWNER. ENGINEER or ENGINEER', C-....nts that I __1lICIl cIetaand bas deIi._...d wriac:n DllCiCIe 01 ~~~........ dDes DIll 4IbeI.iIe aiJt. to ~ IS ...vo/ided in .-_-.A> 9.io. 16.6. TIle award no'. IDd by Iho .. bib_a will be final, 16.3. Nocice of Ibe demand for a.biboOtiuu will be liIed in i--\ , may be eatend upaa it ia DY c:aurt ba.majurisdic. I writiac with Ibe oIIIer..-nY 10 lbc A.,.........4 &lid with Ibe tiaa lbenlaC.mdit will _ be IlJbjec:t to... "R. "~ orappeal. V~\OI ',U\:) '\f~W\ I ',\~13TJ ,Ul:! 55 :0\ ~\~ 1- 83366 ('Ibe I . ....r oftbis pIIt...1eft bIaak :..I~_"" ....~.] .:;.. '"-- . I a '3 '~H ;oj 8hibl-t 1 GC-AI I . . , ,,' I . , J6:r.-owNER-.d CONl'RACIOR .....1bII.lbey4ballt Iian ,would ~...lIClIbIy:...; ~ -one-orthe. paniea'.~~ fim:submit...." aDd'aII':D-Iod 'cIIimI. ~. , . ..,;, ... ~vc lhinyand 1C114IIy lime IiDliIS wilhin whicbJofilc.a JIIIleS and 0Ib0r1llallen ill q.-ioD betiOee4'1bem arisiaa 0Ul ot cIemiDd fOr Utriamion as ...v.ided' ill ~ :16.2 and J~ I ..' or rdaIiD& Ulthe CoIIlrxl n...._... the bIal:b. tlIereof ~ ~.bc "'or -..... with respocI "'a cJispulc submiucd lO .~~ (..tI~rI_n)..to '" fO I;"";by .Tbe.Americ::lnArhinlion~ -.m"~. wilhiuDose'1IlIlIIe ......~-.lime IimiIS and slIaIl .....;,,"- amdcr the c-ucuao iDduslry. "~.RuJes of remain IUJ, ...... umiJ,.acn"ys after the terminatw,.of-_ .. the American. ArtliIraIioD' ,A......;"rioq prior '" eiIbeI"of lhem n...!;"r;g..r'J'lvo -.!;o'-of.aay.disprlle submitu:d 10 mediation I iniIiIIiag apiDsttbe other a demand f... arlliuaDon punuanI \10 uodenhiS- ",,~....I sbaIJ _ serve as arbitraIor of such ~ J6.11brouP J6.6.1IIIiesscldayillnario...,~. dispute unless otherwise ap-eed. I I I I - v::> 0 \.0 :;;::CJ -., . !'T\ ill ;t>- o:r -: G-' I "= - . - r- -j-. , , . ;<r- >:>0 Nil _rn ::;r C) ::0 <:X: 9 0 ::P en . en . . I . , I ..:;.. ",:- " I I OC-A2 . ~ . , , . . , . . EXHIBIT 2 CLAIM OR RELIEF SOUGHT: Claim Item Approximate Claim Amount (subiect to modification) 1. Willow Creek Interceptor Standby Claim (through 12/31/98) $202,929 2. Rubble Claim $ 13,708 3. Abandon 78" Interceptor and Construct Bulkhead $ 9,023 4. 4" Gas Utility Conflict $ 3,650 5. Thrust Block Kicker $ 1,044 6. Differing Site Condition, Station 22 + 69 - 25 + 33 (slow down and loss of productivity) Claim pending, waiting for final determination From Engineer $129,356 7. Re-routing of78" Interceptor Due To Owner/ Engineer Abandonment of Section of78" Line $629,065 (Kenko bid amount for relocated section. Owner/Engineer does not agree on pricing.) Kenko reserves its right to amend the quantum of these claim items, and to include additional claim items. - ::g 0 ~~ i:i U"g (J :;:' O;j - '. r =- ""-f". - {i-- ~~ -~ J:>. nu 0::0 ::r. ~.:>:; C5 C h " f:i " e American Arbitration Association Molly Bargenquest Dispute Resolution Services Worldwide Director of Administration DaIJ= &rvia c.nUr 1750 Two Galleria lOwer, 13455 Noel Road, Dallas., 1X 75240-6636 telephone: 972 702 8222, facsimile: 972 4909008 February 11, 1999 http://www.adr.org Paul T. Meyer, Esq. '-.0 Cl <.0 Hammargren & Meyer, P.A. "T) 7301 Ohms Lane, Suite 360 ~("~ ,.., U.1 >i OJ Minneapolis, MN 55439 n---:: - ~ - -.J ~- -1\~ , Marian K. Karr :<r ". "~1 r''''''' :z .. .... City Clerk - . Cl-~ ~. ~. City of Iowa City <::=..: -:-:J <o.J 410 East Washington Street )0- U1 Iowa City, IA 52240 c.u Re: 65 124 00016 99 Kenko, Inc. vs. City of Iowa City - Iowa City, Iowa Dear Parties: This will acknowledge receipt of a Submission to Mediation dated January 28, 1999, from Mr. Meyer. Enclosed is a copy of the Association's Construction Mediation Rules. This will confIrm that the Association has appointed Paul Lurie to serve as mediator. Mr. Lurie has accepted the appointment and has agreed to serve at the rate of $310.00 per hour. Enclosed is a copy of his biographical data for your review. Also enclosed is a questionnaire provided by Mr. Lurie to facilitate him in this matter. Mr. Lurie requests each party to complete the questionnaire and return two copies of same to the address listed above within seven days of the date of this letter. Please be advised this date each party has been billed as itemized on the enclosed Invoice. This deposit covers both the administrative service and the mediator's compensation and expenses. Compensation to the mediator represents an independent obligation of the , parties, and it is understood that the AAA has no liability, direct or indirect, for such payment. Each party shall promptly deposit in advance i with the AAA such sums of money as required by the AAA to defray the costs of the mediator's fees. Upon request, checks are to be made payable to the American Arbitration I Association and submitted to the case manager. c..c- : (!.f/ ~ ~ February 11, 1999 Page 2 Any outstanding mediator's fees, which have not been paid prior to the fIrst conference or during the course of the conference, are to be paid and deposited with the AAA prior to the closing of the mediation conference. Your position papers and remittance of the fees are due in the Association's offIce as soon as possible and no later than February 18, 1999. We appreciate the selection of the American Arbitration Association as your ADR provider. If you have any questions, please do not hesitate to call. _SlrelY, CL Lilylthen Case Manager (800) 894-5674 encl. UJ ..0 0 -T1 "TI ~~ g l>-.<. -- 0-< - .,-. -l ~t :::J. C-, ~ -<r- ;po , - - re' -:J: '0 ' . o~ -I ~....-, eJl T.... (.0) . American Arbitration Association Dispute Resolution Services Worldwide 2/12/99 1,540.00 Two Galleria Tower, 13455 NoeL Road, Suite 1750 Dallas, TX 75240 65- 124-00016-99 01 LMC -R INVOICE I STATEMENT Payment Due Upon Receipt PauL T Meyer Hammargren & Meyer, P.A. Representing Kenko, Inc. 7301 Ohms lane. Suite 360 Re: City of Iowa City Minneapolis MN 55439 - Iowa City, Iowa \D 0 LD -fC -., Please Detach and Return with Payment to the Above Address Please Indi~~~ as@o. rnrg:heck ~ -----------------------------------------------------------------------------------------~-~---==---~------------- . ~,: -.j ~~ :~. American Arbitration Association ' :6 :;;: ~ Dispute Resolution Services Worldwide ~::<: -:-:J~=~ Two GaLLeria Tower. 13455 Noel Road, Suite 1750 );;.. ~ NAME Dallas, TX 75240 Paul T Meyer Hammargren & Meyer, P.A. Representing Kenko, Inc. 7301 Ohms Lane, Suite 360 Re: City of Iowa City Minneapolis MN 55439 - Iowa City, Iowa STMT. DATE CASE # PREVIOUS BALANCE CURRENT CREDITS NEW CHARGES TOTAL BALANCE DUE 2/12/99 65- 124-00016-99 01 LMC -R .00 150.00- 1,690.00 1,540.00 IJA I E I REf # I IJE'CRIPIIO~ I AMOUNT I CREDIl S I HAlANCE 2/02/99 7132437 nit;sL Administrative Fee 150.00 2/05/99 2415 ayment recvd fran: HAflI4ARGEN & MYER 150.00- 2/12/99 7132945 ediator's Compensation 1,240.00 1,240.00 2/12/99 7132946 xpenses to be Reinbursed to Mediator 200.00 200.00 2/12/99 7132947 iscel Laneous expenses 100.00 100.00 Remarks: For any inquiry please call: 972-774-6947 - 1,540.00 This is a full statement showing all financial activity on this case. Please Indicate Case No. on Ched NET BILLEO NET PAlO ~ INVOICE SUMMARY: INITIAL/COUNTER-CLAtM FEES 150.00 150.00 HEARING/POSTPONEMENT/ROOM/PROCESSING FEES REALLOCATION AT CASE END FEES NEUTRAL COMPENSATION/EXPENSES 1,540.00 1,540.00 EIN: 13-0429745 ~ . . 02104/99 THU 11: 22 fAX SHW CHICAGO. . .1i!I 002 SCHIFF HARDIN & WAITE A ~$f\ID InelUdlP\OPrClIIISlC1'Ull CcrporaUons Chicago Wasnington New York 7200 Seers Tower. Chicago. ,lIinoiS 6~73 PQoria Telephone (312) 876-1000 Fa<;slmlle (312) 258.seOO Mer rmvillc ..0 Paul M. Lurte u:> C) ." Direct Dial; 312-258-5660 =Eo fTI "'lid e-mail: plurie@schj(fhardin.com >::.; co ~< - - -.I ~ -lC" . J February 4, 1999 ::-<r- ". ....,." ~rn :Ji: .... ~ C);;J ["""" :::=~ -::J '=' Paul Lurie's Confidential Mediation Questionnaire ;r; CJ1 ..,.. Re; Keno. Inc. Vs. Cltv of Iowa City Dear Counsel: I would like your assistance in helping me design a mediation procesS that is appropriate for the dynamics of this dispute. Therefore, I would like a confidential letter from each of you briefly covering the following points. Neither this letter nor any of its contents will be disclosed by me to any of the parties without permission. 1. How do you characterize the disputes which have impeded a settlement? 2. What is the relevant contractual language involved in the dispute? 3. What are the factual and legal issues in contention? (Please characterize yours and that of the opposition.) 4. How well do you understand the factual basis for the position of the parties opposing your posi1ion? How well do you think your position is understood by the others? 5 Other than what you already have, what kind of information would assist you in understanding the factual basis for the position of the parties opposing your position? (Has this material already been agreed to be produced.?) 6. Who do you view as the key stakeholders from the opposition that should participate in the mediation? Have these persons agreed to participate in the mediation? - - OZi04/99 TIIU 11: 22 FAX SHW CHICAGO ~OOJ SCHIFF IIA.lW1N [I? WAITE To All Counsel Page 2 February 3,1999 7. Who gre the key stakeholders in your client's organization that shDuld participate in the mediation? Have these persons agreed to participate? 8. Do you intend to use outside consultants in the mediation process? Have they written reports? Have those reports been exchanged among the parties? Briefly summarize the differences, If you know them, amonl) the various consultants. 9. Are proving or disproving delays and their impact an important part of your case? If so, in what format do you intend to present that delay- related infonnation? 10. Are proving or disproving technical matters an important part of your case? If so, in what fonnat do you intend to present that information. 11. Are proving or disproving accounting matters <In important part of your case? If so, in what fonnat do you intend to present that infonnatlon? 12. What would be the best fannat for the public session of the mediation (e.g. lawyer summaries, expert presentation, lay witnesses, etc.)? 13. When would you like to have the mediation take place? How long do you think it will last? 14. How many people will be attending the medi<Jtion from your client? After I digest this material, I will schedule a conference call among the counsel to discuss my recommendations concerning the design of the mediation, 1 look 10""'" to "'". of ",,", '" "'" aod '"'2'-- <-D <..0 C> ~ ;:E("") fT1 nu /It . Y-'. = ~ // &c-tj"f;f ("}-': - <==' -J J .-,~) ~~ --<:r ",. PMLlvj .. p; ::E: " ~ .. Ii o~ V {I ::;;:~ -;:J y U1 ~ ~ American Arbitration Association Di$pute Resolution Services Worldwide Contact American Arbitration Association Commercial Panel Two Galleria Tower Paul M. Lurie, Esq. Dallas, TX 75240 telephone: 972-702-8222, facsimile: 972-490-9008 Current EmployerfTitle Schiff Hardin & Waite - Partner Profession Attorney - Construction Work History Partner, Schiff Hardin & Waite, 1989-present; Partner, Neal Gerber, Eisenberg & Lurie, 1987-89; Partner, Lurie, Sklar & Simon, 1970- 87. Experience Over 25 years as a construction attorney, with entire practice devoted to all facets of construction industry. Represents owner/developers. public agencies, architects, engineers and contractors nationally and internationally. Involved in hospital and laboratory projects and commercial buildings including offices and hotels, retail, educational and residential (multi-family) structures. Engaged in new construction and maintenance of electric power plants using a variety of fuels. Projects also include sports stadiums, jails, roads, light rail, environmental remediation, processing plants, prisons, commercial interiors, historic preservation and renovation ranging in value from $5 million to $1 billion. Experienced in contract negotiation and litigation in both state and federal courts, as well as in various ADR fora. Dispute experience includes: all aspects of design and construction deficiencies including architecture, mechancial engineering, heating, air conditioning, electrical and plumbing; civil engineering including structural and soils; fireproofing; foundations and curtain walls including brick, masonry and glass. Experienced in all forms of contracting including public, design/huild, constuction management and cost-plus guaranteed maximum price. Knowledgeable in computer technology, copyright and construction insurance issues. Resolved complex technical matters involving computer issues, delay, scheduling, bidding and accounting issues. Former Adjunct Professor at University of Illinois of Chicago, College of Art, Architecture and Urban Design. .s:> _ u:> C) -Tl =uil ~cJ fTl :;:;::: CO - - r..,:=a C)- -J J --Ie, ~l -<r ":' .l \) ~ - rr; ~ 02 -J ...~ :E:- (Jl :v- ~ 35860 Alternative Dispute Resolution Experience Member of the AAA Large, Complex Case Panel. Panel chair in a dispute between owner and contractor concerning $100+ million data center. Chair in a large complex case between the general contractor and subcontractor involved in environmental remediation. Mediated long standing dispute between electric utility and equipment supplier involving claims over $6 million. Mediated dispute between general and subcontractor concerning university sports facility. Mediated dispute between Southern electric utility and large diameter pipe manufacturer concerning pipe failure in cooling system. Mediated a $6 million claim between state building authority and prime electrical contractor. Alternative Dispute Resolution Training AAA Large, Complex Case Panel Arbitrator Training, Prout's Neck, 9/97; AAA Construction Industry Arbitrator Training Workshop, Chicago, 6/97; Center for Public Resources, ADR Training, New York, 1994; AAA Mediator Training, Chicago, 1990 and New York, 1992; Faculty, Introductory and Advanced Arbitrator Training, Chicago, past 15 years. Professional Licenses Admitted to the Bar: Illinois, 1965; U.S. District Court: Northern District of Illinois (1965), Southern District of Michigan (1996); U.S. Circuit Court of Appeals: Seventh (1965) and Sixth (1992) Circuits; U.S. Supreme Court, 1970. Professional Associations American College of Construction Lawyers (Board of Governors); American Bar Association (Forum Committee on the Construction Industry, Committee on Alternative Dispute Resolution); Chicago Bar Association; Illinois Bar Association; American Society of Civil Engineers. Education University of Michigan (BA-1962; JD-1965). Publications Co-author, ARBITRATION OF CONSTRUCTION DISPUTES, Wiley & Sons, 1990; "The Importance of Process Design to a Successful Mediation," THE PUNCHLIST, 1996; "Computer Aided Mistakes," SOFTWARE LAW JOURNAL; numerous other articles on construction industry issues. Editorial Board, CONSTRUCTION CONTRACTOR, Federal Publications, Inc., 1993-present; Editorial Board, THE PUNCHLIST. Compensation $ 310.00 per hour. Citizenship United States of America . ", ~ American Arbitration Association Dispute Resoluti~n Services Worldwide Locale Chicago, IL <.D 0 '-0 ." ::;;;0 fT1 =~i! >:::c CO l,,-,-..:: - = - . -.J = ---!, ,J ::<, "'" :~ -=-rr: 3:: . '. 0:::0 - - ::;;::::::: ~ ~'J P Ul -&- 35860 .' \'" . ..---.-. ..-.--.-. .~.-~-,_. n.......".. .' .'.... . ';'~'....,.~., ":,.:... ~., .~' ..;; ;~:.~~~.:i.;;.;~~;.:~..;,.1.~:':,~;.:'..~.:'<':""..,~.'~: .,.. . . American Arbitration Association Dlsput. R"solution S""YJ;~U Worldwide FAX DATE 3( L/ I q1 13455 Noel Road, Suite 1750, nallas, TX 75240-6636 ~ ~ t: ~ .",,"", '" '" ~~. f....... "".. ,.. To . ~ I r. fh.It.. tnt'. COMPANY :IJJ ; (ilq)'3S'''~ ~ j 3(1..- 015(- 5(,,(,,0 U> \D FAXNUMBER ~o ~ -n Lil 111 ~- ::;0 FROM Y lJt..ttI1....., ~ ) l- ~;.,.. :-!UMBEROfP...OES :~ ~f- -0 Tn ~ ~ =-.r'l :J:a RE OMM U. ~~ :. ~ ~ W MESSAGE CC-.' C<Jl ~ THIS FAX TRANSMISSION IS INTEND~D ONLY FOR THE USE OF THE PERSON TO WHOM IT IS ADDRESSED, IT MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, PRIVilEGED OR OTHERWISE EXEMPT FROM DISCLOSURE, IF YOU ARE NOTTHE INTENDED RECIPIENT OR THE PERSON AUTHORIZED TO DELIVER THIS FAX TO THE INTENDED RECIPIENT. YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION OF THIS FAX IS PROHIBITED. IF yOU HAVE RECEIVED THIS FAX IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY TELEPHONE (COLLECT) AND RETURN THE ORIGINAL FAX TO US BY FIRST CLASS MAIL AT THE ABOVE ADDRESS. lO"d 6v:6 66. V J~W - . ...._....._~_..'"' ~ .~..~'~....v<'''.,1~''''!-'''.:'.:.-:; '-:~;::.'~l~~...,':.:"'....1'lI'~:::..:.:-:::~~.:1,.~~il';=.f<!.~.,...:-"'\..,';;~f'".,:.i'.:;,:.;~~. . AmericanArl>itrationAssociation ]IfoIly~q""" Dflput. &lol.Uoft S,rtJin~ Worldwid, Vaee I'rcsicknt ofOue: MaN:gcmt:nt c...M__CmIor 17~o_<AIIeria 'Il>wer. 'S455 Noel RDod,Ilo1Iu, TX 75'.0-6696 telepbol>c: .7' 7'" 8..., -"': 97' 4-9" goo8 btJp://......:odr-"'1l March 2, 1999 VIA TELECOPY Paul T. Meyer, Esq. Hammargren & Meyer, P.A. Y:l 7301 Ohms Lane. Suite 360 0 Y:l :x Minneapolis, MN 55439 <;CJ :t>o "YIJ 1>: ;;:0 <J- - Re: 65 124 00016 99 w Kenko. Inc. VS. City of Iowa City - Iowa City. Iowa Dear Gentlemen: For the purpose of scheduling a conference call. enclosed is a calendar for the month of March. We ask you to mark out the dates you are not available for a conference call aDd return it to us on or before March 10. 1999. If the calendar is not received by the Association by that date. we will assume all dates are acceptable and a conference call will be set. ~la- Ii1~. Chen Case Manager (800) 894-5674 Enel. cc: Paul Lurie G:O'd OS:6 66, 17 JeW .. .... .-'", AMERICAN ARBITRATION ASSOCIATION ~ ... "l .0; Case Number: 6lfIU1r.OOO1699 Administrator: y ,Chen To enable the mediator to avoid fixing an inconvenient conference dateb ~lease cross off those dates which are not acceptable for a conference, ut eave as many days as possible so that the first mutually agreeable date for conference may lie set. . . MARCH . 99 Sn M T W Th F S '" <..0 1 2 3 4 5 X 0 ::n: ~ci """ "'ill . ;PO: :::0 x ..~ 9 10 11 12 xx ('")-< I ~ ~ <'=- -1('") J xx 15 16 17 18 19 xx -;<r -0 alf1] _rrl ::n: 24 25 26 xx Oz ~ a xx 22 23 :e........ ;Po - xx 29 30 31 <..:l NOTE: SATURDAYS, SUNDAYS and other unavailable days have been marked off, I I believe that it will take hours to present Our Case at the conference and people will be in attendance for our party. Please return this form promptly, If it is not received by the Association on or before , it will be assumeCl that any o8en date is satisfactoPb to you. The conference will then be schedule for a date preferred y the other party. - SUBMITTED BY: (please Print) PLEASE CIRCLE ONE: CLAIMANT RESPONDENT MEDIATOR. m'd QS:6 66. 17 Jew -- 07/18/2003 16:47 FAX 860 547 8265 BOND CLAIMS I4i 001/004 .. . FILED THE X Z003 JUL I 8 PH ~: 29 VIA FACSIMILE - 319/356-5497 CITY CLERK July 18.2003 IOWA CITY. IOWA HARTFORD Ms. Marion Karr City of Iowa City 410 E. Washington Street Iowa City, IA 52240 Re: Claim No.: 564 S 19020 Bond No.: 41 BCS AC0526 Principal: McGrand & Association, Inc. dba Kenko. Inc. Job Location: Willow Creek. Iowa City. IA Dear Ms. KarT: Hartford has issued performance and payment bonds on behalf of its principal, Kenko, Inc., for the benefit of the above project. For some time we have been providing Kenko with financial assistance to enable Kenko to perform and complete the project and pay amounts due Kenko's subcontractors, suppliers and laborers who have been furnishing labor and material to the project. We intend to continue providing this assistance in an effort to successfully complete this project. In accordance with thc enclosed letter from Kenko. effective immediately, you are requested and authorized to send all further contract payments (including retainage) that are due Kenko directly to .Hartford and not to Kenko or to anyone else. You should make all such checks payable to Hanford and send the checks to Hartford Accident & Indemnity Company, c/o Bill Eschert. 690 Asylum Avenue. Tower 4, Hartford. cr 06115. If such payments are to be wired. then please cOntact Bill Eschert at (860) 547-7512 for instruction. As Kenko's enclosed letter says, please direct any ques\ions you may have to Jim Morelewicz. Hartford looks forward to your continuing cooperation to enable Hartford to assist in completing your project as effIciently and timely as possible. Very truly yours, ~~RD NT & INDEMNITY COMPANY I Bill Eschert Bond Claim Phone: (888) 266-3488 ext. 77512 (860) 547-7512 Fax: (860) 547-8265 MPLS'44986.1 c.c.. : ~ fJ7..~1 /leA R.uh ~AO'I fJt0 Hartford J'I... Hartford, cr 06IJ 5 1H''1,hnno 860 547 5000 07/18/2003 16:47 FAX 860 547 8265 BOND CLAIMS ~ 002/004 05-Z3-7003 09:30 From-MOOR: COSTELLO& HART +61Z39S8800 T.338 p.003/005 F-i II KENKO INC. WeDigAmerica.Ciom May21,2003 r--> The Hartford _ B Hanford Plaza ~O ~ Hanford, CT 06115 -p3 r- ':J} o -;; r-:: Am:nnon: 1amcs F. Morelewicz, Vice President ::::i<fJ: '23 -<-[T\ ..., - :It -:JJ Gentlemen: a 7' r Z ~ TIlis is to notify you that Kenko is unable to complete the above project witt?o"ut \D the financial assisumce of our bonding company, Hanford Fire Insurance Company or Hartford AccidelU & Indemnity Company C'"Harrford"). We have requested Hanford to provide us wirh financial assistance; Hanford has been pro.viding that assistance to us and has indicated that they will continue to do sa. As a result of the financial assistance provided to us by Hanfo~d, we request and aurhorize you to direct all further contract paymems (including retainage) that is due us, to Hanford and not to Kenko or anyone else. We also request and authorize you to provide I to Hanford whatcver infonnation they request concerning the projec[, including (but nor necessarily limited to) the status of payments, job progress, status of change orders. date of expected substantial and final completion.. I You may direct any questions or comments to the following: Mr. James F Morelewicz I Vice ?resident Contract Surety Claims The Hanford Hartford Plaza, T-4 HanfOrd. CT 06115 Tele: 860-547-8242 Fax: 860-547-8265 E-mail: iim.morelewiezlalthehan:ford.com i You may also contact Kenko personnel with questions. if you wish. By Irs: MrLs. ~3S81 ]'6:21:!:5.:.! '025 Cahmesa BlVd. Cahmcsa. Cahfornla 92320 - 909.795.2568. Fax 909.795.1840 10210 WoodDerry Road, TalTlpa. Florida 33619 - 813.653.9544. Fax 81:3.653.1614 ----- 07/18/2003 16:47 FAX 860 547 8265 BOND CLAIMS I4i 003/004 05-1,-ZO.O, 09,30 Fro.-I~ORE COSTELLO& HART +61Z3959600 T-339 P .004/005 F-lIZ KENKO INC. WeDigAmerica.com May21,2003 ~ a ~ <- zg ~ -n The Hanford >":2. - - ~ Hanford Plaza go cP Hanford, cr 06115 :2. ~ --0 CJ - :% OJ:) :::" z7' ;, Attention: James F. Morelewie2, Vice President >" ..sJ Gentlemen: As we have already told you, Kenlco has no other source of funding its financial obligations and is unable to complete any of its bonded projects without the financial assislance of Hanford. We therefore request Hartford's continuing finaIffial assistance as and to the extent reasonably necessary, in your judgment, to limd the completion of all of our work under ContraclS 1Iull have been bonded by Hanford through and by Hanford Fire Insurance Company and Hartford Accident & Indemnity Company. Hanford is authorized to send the attached lener, on Kenko's behalf; to any or all of the appropriate representatives of the bonded projects if Hanford. in its sole discretion, deems su<:h letters necessary; we hereby expressly grant to Hartford a power of attome)' to sign any and all such lcncrs on Kenl<:o's behalf- As indemnitors, we again acknowledge and affirm the indemnity agreements we have signed and your rights and our obligations to you pursuant to those agreements arising out of, among other things, the fin:mcial assistance you have already given us to date at Our request, and the continuing financial assistance that we request by this letter. We funher understand that any assistance you have already given us and may in the future give us or agree to give us may be done so without waiving Or releasing any righrs you may have with respect to, among other things, the bonds you ha\lC issued and the indemnity agreements we: have signed. i By By 102S C.I"""", UI>d C.h=a, Cahforni. 92320-909.795.2568, Fax 909.795,1840 10118 Woodbeny Road. Tamp., Florida 336J9 - 813.653.9644, f.~ 813.653.1614 07/18/2003 16:47 FAX 860 547 8265 BOND CLAIMS I4J 004/004 05-2l-20~3 09:30 From-~ORE COSTEllO& HART +6123958600 T-338 P.ODS/DO! F-112 - Ma} 21.2003 Mr. James Morc:lewicz Page 2 of2 Robin Equip~n( h:Jc/" ~/ ~/-- ~~~ ~.!--L;;v~Grand Its ,.., 0 = = ..... ~O <- c= 11 o=< r- - I -0 CD ~r " m m 0 -:0 :x ~^ .r:- OO )> '" \D I -~ r ?.. r [;[] 0) Prepared by: Chuck Schmadeke, Public Works, 410 E. Washington St, Iowa City, IA 52240 (319) 356-5141 RESOLUTION NO, QQ-401 RESOLUTION PROVIDING NOTICE THAT AT LEAST NINETY-FIVE PERCENT (95%) OF THE WORK UNDER THE CONTRACT FOR THE WILLOW CREEK INTERCEPTOR AND LATERAL SEWERS PROJECT HAS BEEN COMPLETED AND THAT THE CITY INTENDS TO RELEASE FUNDS RETAINED PURSUANT TO CHAPTER 573, CODE OF IOWA WHEREAS, the City of Iowa City entered into a contract with Kenko, Inc, for the construction of the Willow Creek Interceptor and Lateral Sewers Project; and WHEREAS, five percent (5%) of the amount due under the contract has been retained for the payment of claims for materials and labor pursuant to Chapter 573, Code of Iowa; and WHEREAS, more than ninety-five percent (95%) of the work under the contract has been completed; and WHEREAS, Section 573,15A, Code of Iowa, provides that a public corporation may release all or part of the five percent (5%) retainage thirty (30) days after ninety-five percent (95%) of the work under the contract has been completed if no claims have been filed within said thirty (30) day period by persons or entities that have, under contract with the general contractor or with subcontractors, performed labor or furnished materials, service or transportation in the construction of the public improvement NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, that: 1, The City Council hereby finds that at least ninety-five percent (95%) of the work under the contract for the Willow Creek Interceptor and Lateral Sewers Project has been completed, 2, Pursuant to Section 573,15A, Code of Iowa, the City of Iowa City intends to reduce the amount of the retainage under Chapter 573 from five percent (5%) to an amount not less than one percent (1 %) thirty (30) days after this Resolution has been passed and approved unless a claim or claims are filed as provided in said Section 573,15A, Passed and approved this 7th ooy~(/?~ MAYO Approved by: ATTEST: ~~.--u) .J(- ~CZAAJ /I-/p /..v~-l1 CI CLERK City Attorney's Office pweng\res\willowcr2.dOC - , Resolution No. qq-4n~ Page -L It was moved by Thornberry and seconded by Champion the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: X Champion X Kubby )( Lehman X Norton X O'Donnell X Thornberry X Vanderhoef I I I I ---- ---- I ~ I ~~~'t ~~...aa.' ........ &a CITY OF IOWA CITY 410 East Washington Street Iowa City. Iowa 52240~1826 (319) 356-5000 (319) 356-5009 FAX ENGINEER'S REPORT www.icgov.org January 10, 2005 City Clerk City of Iowa City, Iowa Re: Willow Creek Interceptor and Lateral Sewers Project Dear City Clerk: I hereby certify that the construction of the Willow Creek Interceptor and Lateral Sewers Project has been completed by Kenko, Inc. of Minneapolis, Minnesota in substantial accordance with the plans and specifications prepared by Stanley Consultants of Muscatine, Iowa. The final contract price is $7,578,903.89. I recommend that the above-referenced improvements be accepted by the City of Iowa City. Sincerely, ?--1f -r- K:.-L Ronald R. Knoche, P.E. City Engineer '" 0 = = ~O en , >=::! :;; _/ Z Il n" - =10 - ,~ _/~ ill " -... I m """ () _~J 3: .----, , . ........1 <'" v::J )3: CJ -..J R-'0 n:J Prepared by: Kim Johnson, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5139 RESOLUTION NO. n~-?1 RESOLUTION ACCEPTING THE WORK FOR THE WILLOW CREEK INTERCEPTOR AND LATERAL SEWERS PROJECT WHEREAS, the Engineering Division has recommended that the work for construction of the Willow Creek Interceptor and Lateral Sewers Project, as included in a contract between the City of Iowa City and Kenko, Inc. of Minneapolis, Minnesota, dated April 29, 1998, be accepted: and WHEREAS, the Engineer's Report and the performance and payment bond has been filed in the City Clerk's office; and WHEREAS, the final contract price is $7,578,903.89. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT said improvements are hereby accepted by the City of Iowa City, Iowa. Passed and approved this 18th day of January ,20 05 k-~tJ ;d/ MAYOR Approved by ATTEST:C~CERK') 1::. ~ L~ I 4-~;;,.>- It was moved by Vanderhoef and seconded by 0' Donne 11 the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: X Bailey X Champion X Elliott X Lehman X O'Donnell X Vanderhoef X Wilburn pwenglreslacptwr1c.-willowcreek-interceptor.doc ------ ------- --------- -- - -- ---- -----... ----..- "-- - --.._-----~-,---- ~. ---- - -_.- -. --~- -----~ ~--- -~ ---- - ----------.- <. ~. - CADD D I R I :> CD 0 0 m " " I 15 :n ~ MORMON ~ (ij 6 z (f) o ; ~ ~ .' ..1';/../ .. r' /.~l~i 0' :0 Lf) r-- ._". <11''' /' 1 =:. , " ~ ~ ~'';,rc;~;';~'iftfi~(' \. y// i -U ~ .... ;~".,:' . ,,","'. 'T[G DRIVE ..; . Ul l.Il -0 ~ ...... ",,'" ""~,.:1.:;.:.:..._." . ,:.::':::'::.':.:::w.....:.,.-~:::::::.~_',.,_..., --I ~ _"~ .. .... ". .' ..J'HH"'#"'" '. .' ~ ~ ' --I ~ $ z :z o '" :n ~. ";'>""~ \\' '..l.N Z en - .~ ::.~ .-- ;: " ~: ',. I' - . ., ,. . ~. ~ t~;t1~'l;;" ~.,. ". ..: '\i~ ,/ ,'.,. ~ /~];J~ --I ' : 'J " .":"':>\,:'- GJ ~ ..,/ ,::,/ .,<e /L U' ~ )> !jIb " , ", .t.">,, ' , m 'Y ./. "'-. .~........:., ;:' .::~ , ::i: ,y, r / < .' ..' "~.f ... ,. - .. ~ z 'It;- (';'", . t.;+" . / Iff'S / "., .... j~ -- (.l' /,D . ,.... . ". " U) )> '<IS (JO, , ' .... ..I!. :xl ~ /80/,t/1;OJA..l:.' ..... '. /6::E . ... 0 U1;o "". ..f ::0- ~ /' '/,,<'<. . ~.. i';~'~' ;;:; ~ ~ . "::>:~':>-<~,' .:..... ....:~.,:- )~;. :l-- -: . ~ -u "". ,.",..... r....... ..roo ~ ~ i .. .. .. .. ..>~~?,):,:' .' ~, .i'{~";t;,,, :~.,~~ ::~""'; _ c.-, !! \. J DANE ROAD.... .."...... . ~... "...., j ...,....~, -..I ::--, ~ -..','.'" ~.; ."", 'I - '. -,- p. ...,......... ~ O ...., ....., ^-, m .. >' I ....., ",-' )> ", _...., '. '... "I -4 .,,,,'" _..._: /J- "",," { >'::" ......~.. ,'"," '-y rn , .^'" "" ! ':-', "":'-' . ',., '- ~ .. lit ... ", ., ., , , ... ..../~::" ,", :"'. . _ .-:::~~.~.~"..." i~ .... ... ... 'lit ~ ~ ~ ~ ~ ~ \\\\\\\\\\IIllllllI/1/fll/11. ' ... ... ... .,'" i" '"" :~~"'\:./~,:. )r. -l"'O-um)>~ ~,,"" L\CENsr-:tIII,//. ,... ,'- ...... } ..:;'~:..'....,..,....... - () \J m :0 :D 0 < ...... ~ c;{) "i/ .'" "," ... .:" ... .... 1'-- ... 00 ^ <: U" $f' M. ......... ~ .., ...... .'<it. . ,..". .... "'- "- ... 00 m Z Z ~ J..( .... .... ...() ~ ' ".," - .... ..('_ .....>-l':'... < < 0 m S:'.- -. "9 .:::, ',....~,. , ... ... ., \ " .' J.,'-...... mm 0 $ ... \0,% ' ,'1' -"-'" .#." ..... ........... 00 _. .--11- ,..;,..- ',- '... Inlt) ~~ ~ 0 : 0 s. C) ':. .(Tl ~ \.,....'1 ... '" .)....1 ". ~ ::;; : g; IT' ,- ?; : U> ~ "', ",.>.. ') --i t;::;', "'.. _ . W -<;:I) . u> _ "'- -,' c- " G") :::. y. .t:>. m r . _ :::: " .:_," .... "'''', , '::: :z: g ~ e.. :D rn .: 0 $ , \ .- 0 ... :"# ': ......,. '.:"<<>;,. )>0 ;>0:; V1 ~.. ..4< $ " ' , --i:::::O <..( .~'. . I";;'.."';' ~ <...0 '\ ..... ...." $ - ;. , , -< p "".'l.". ".<;........: ~ . ~ r 'l,. ~ .......... ~ '$' , , " ::E '# :"0<', --i ......... ~ ..\? ~ ,........... -.'. <.... .... n -..j I ///1. &33 t..1\:l\.... '!o.,\\' ,............. I. '._<"r,;. ~ o I '/11111 I'" \\\\'\ , ,Z 'I Bi /1///11/11111\1\\\\\\\ \ \ G"> '''-< ;= :;, I ..... ", 'Z , ~ ;P"'O~ -i!::-"O- \ ". , C ,...,' ;:;: F ~ -< ffi~~g~ ,.:. \ _ :s: o ill R ~~~~~ \ , 0 ~ ~ 0 ~ ~~~~~ '. ' :::0 Z ~ ~ "U r -in \~, \ t1::Q ;Xl ~e:~:;:gj '\.. , m m "ml>-.::;! " , ~ SJ ~ ~~~~~ Y" , ::0 ~8f:. ~~i5~~ ' , - ri'I 0 F:Z~., , , ~ ~ :t> m~b::O , 0 i50: 50tD~ \ , ~ ~ Vl ~~-<6 (' , , ~ ~ ~-;~7 , , _ n c:- 0 \ ~ Ul m Z 0., .... 0) Vl ~ o~:oo -::E:::e' ..' ~ m <;: c.... 2- -, , r _ r- :0 -il>-~;!; -;", \ Z ~ :I:Omln rTlI r- .... , -I . mc::JJm :::::00 0 .. m 118 r ~;:: ii n::E::E' , " :0 ...., l>- -<z rTl , \ Z I ~ om .,..., () n I , ::t> _m .... ---I 0 ~::2 -;:::::0::::0 I \ r -0 -n ~~ 0 fTl fTl I I :::::OfTl rTl I}/ I ~ ~7 ',' , r ' , , , o (J) , , ~ -----' ' ..f , - ~ ~ !~r(J ../ 0 Z ::i r " " , (f) m ' ' - ,.~ , Z -< " , ..... m , ' Z ' G) 0 ' , - , , ..... iii 0 ,C I m ' I .......... : ~ Z :::::; .- _:-"'""..:'.'Wr-._._.......ilii:...'_'T.:;,;."'~.-iiii;:-'-o.I.'____.-:iij,_.i,i;"-jii'.... - _...."j,i/'~-.;';O.,'_ - -,-,-~:".... I' ~ .G) (J) .--.. . '.' .C' , ,l> )> " " . l . I )> C ---" , , n :0 --,. I.:.' ,......... () ""'- ..~: ...1-; I r ~ ':,.~ I '-< - -----' .. , rri ---, --I l~.. I I ~ o )> -< .. .~:" I C -I . j:. I Z C Z .. ,- :n s:: ~,., , n !" ~ )> " ,::;; " (J) --0 ' ~ - - - - - - - - - - - - - - - - - - - - - - - - - - -' l> : ~ : : r r 2 '. ' -..I 00 ::: () z: I . :::0 " l: . -0 ~ i' ., <:) )> " . :::::0 Z ',': _::; W.'--'.- ...1. :::::0 -; ~ . ~~U_ -ur-: ... ~ - --I--:xl (J) ~ : p '.' ., .,,, :'''''' ~ " ..... . , I m ,. ~,"WN:' : -< -i '..,;........~. I m ' ~ ~ ~ I ~. ....,. .'~".~" .~ ^~... : ~ '. : - - - - - - - - ';;;';"',-,';"".~ - :.,;-....;;,.,...:::,;i,:; ~ I. .... ::E n >"".. ...."... ....', , m ~ ~ ~.......... .... .... . \\. ~ ~ m n , f'gc;, :D fT1 === I --- ,- ;::;><::::t> 1 .',> . I _ n I ,.....I~....... ", _ ,.<.:;,. ':.-.. =i=:; "_,,"';~-',,-.;..'. ___::t~"",.~, 0 ^ CD ~~,;;\\:~(~'./ "<:~~~..~:>~, ol> Ul "'...,"; N .':?;A , . ". ...........ww.., ........... .,....../....... )> r "'''. ........... ...,........ ~. ..... I 1 ....... ......... .I!--. .. t , ' I" I .;: I ~'.............:,:--_::::;:f.r:.,-..,.;. : I _ _ _ ... _ : . _ . ,;;,"__::~"'~' _ _ _ _ _ .. _ _ _ _ _ _ _ _ _ _ _ _ _ I I" ",:,..~' 1"'Iitr...... I ,,' . J ., .. .. I'" ~ ..... . .-, ~~, , 1"'Iitr...... rr1 .. .. ......"- ....,~'.i. ~. ,.... I'" LN LN LN LN LN '" N N N N N N N '" N - - - - - - - - - - U:J CO -J <n tJ1 ~ LN N - .. L/"l ... -lilt "l-~~". ...'.,,' ~LNN-OU:JOO-JOlU1.+::a.LNN-OL.OCO-Jo;U1.+::>.UJN-D o ~ .:\~:~;:~~;~'~;2:~~:':;~.I.'~ ,iN ~~~~;j;j;:;~~~~:g:g~~~==zzzzzzzzzzzzzzgg en rTl -. ,,:-..:' '.:.-r,.:' _.~:::.:.:~.:,::....._.".. :('.:; -:='.'::!'.;:~:'.":_"" L/"l:z: U'1 0 l>)> -0 V1 Ui U):::o C C U1::e:' G) G) -; ---4 ---4 -; -; ---4 -; --i -; -; -; --i -; --i z: -< f.#' .J :.) ..\: ;....:.~: ;'..,;.:: .~.:;:.' n ::r: n 0 ""Tl ""Tl :::I: --i ---; ---; C --i -; n 1> I ::c ::I: rTl rTl rTl fT1 rTl rTl fT1 fT1 fT1 rTl fT1 fT1 fT1 rTl fT1 rr1 o n -0 I' :"; i... ".:'- .'.::' ";:'::.' "':" ':. fT1 0 rr1 .......... ""Tl ""Tl 0 n :r: ::I: rTl :z: <:) ::e: ::::IE: :::0 :::0 :::0 ;0 ::::0 :::0 :::0 ;:0 ::::0 ;:0 :::0 :::0 :::0 :::0 :::0 :::0 :::::0 0)> ~... .: _:;"::"': I r I Z _ _:Z: U1 U1 U1 -; r-..........::E l>)> n n n n n n n n n n r<:l n n n p l> <:::0 1 '..;) :;.',:' r rrlr- GI n n .......... _ .......... C ;:0 :::::0 r- U1 -< -< m rTl fTl rr1 fT1 rTl fT1 fTl fT1 fT1 fT1 fTl rTl rTl r (/) ::e:fTl;::;><::: ..f -. //,,'''' l> 1> (/)-o-o-O:::o__l> n -o-o-o-o-o-o-o-o-o-o-o-o-o--o:::I: m -:::::0 ~,: ;0' :z:o:z:onn-;::c::c::c:r>-<<:z:-o:::o--~-;---;-;-;~---;~-;-;-;-;-;-;,rTl Z ... ~~. fT1fTlrTlfT100:::::0000,rTlfT1rTlPrTl OOOOOOOOOOOOOOfT1rTl 0Ui ... O-;O-;Z:Z:CZZZ :::O:::OO:::OfT1,,:::o:::o:::o:::o:::o:::O:::::O:::O:::O:::O:::O:::O:::O:::00-; ::c ... , C l> C :r> --i ---; n :z: U1 (/) C ;::;><::: ?" J> P rTl" -rTl ... (/)_U1-:::O:::O-;l/'l(/)l/'lO--L/"l --i-;U1L/"lVlVlVlVlVlUiUiUil/'lV1L/"lV12 ZfT1 I , 'OOC-;~--i-;OO r-nfT1fT1rTlfTlrTlfT1rTlrrlfT1rTlfT1rTlfT1fT1fT1rTlO< 0---; 1 ~ OV1nUi,,:::O:::O:::::O:::OfT1rTlrTlll>O:::O:::O:::e:::E::E::e:~~:::e::e:::e:~::e::::e:~:::e:Ui- fT1_ fT1 0 fT1CCCU) 1>-;CPPfT1fT1rr1fT1fT1fT1rTlrTlfT1fT1fTlrTlrTlrTl n X 1 ---; 2 -0-0 nnn OO--ifT1:::::orl:::O:::::O:::O:::O:::::o:::O:::O:::O:::O:::O:::O:::::O:::O:::O:r>- 0 < I, _ P :z: r r- CJ --i -; --i l> :::0 :::0 rTl :::0 ---; :z: :z: :::0 _, I '.,~ - fTl l> l> fT1 C C C :Z:"""-' -:::0 P Ui U1 -0 -0 -0 -0 -0 -0 -0 -0 -0 -0 -0 -0 -0 -00"""" n ~. OlIo.... _, _ _ _ _.. - - - -... .~: r- n :z: Z -; :::0::::0 ::::0 0 -< -< l> "rTl fTl. I I I r-, r- '" , , , I ~ )>- .........', ..'-'" Ui --i Ui Ul P fT1 rTl rTl rTl rTl. :l> :::E :::E J> P :t> P P :t> P )> P :t> P :t> 1> P :z: === :z: 1 1 - - 0 Vl Ul -; rTl rTl :z z: :z :z: :z: :z: Z Z :z: :z: :z: :z: :z: Z 0 ~ ......... I 0 I I' I I I rTl'l rTlrr1:::O:::::O ---; ~ -; I Z Ui -;l>:t> ~~ :t>:t>:t>Pl>:t>P:t>P:t>P:t>~PrTl:r> Z ---i-; fT1P~-o:z::z::z::z::z::z::z::z:Z:Z:Z:Z::Z::Z:~~ ~ I -;.- 1 1 CJ ::CI .rTl,_rTlfT1 :::O.I'CJOCJOOOOOCJCJOCJOO )> ""''' ~ 1_ ~_ I m ~fT1 :t>nl>,:::::O~ Ui PP :t> I' -0 ~ mm Z--iZUl:t>l> ~:z::z:~-o-o-o-o-o-o~~~-o-o-o-o ~ ~ -0 <::e: 1 P ~-; -Ui II I fTl ~:::O:::O:::O:::O:::O:::O:::o:::O:::O:::O:::O:::O:::O 1 rTlp I ......... pO ~:t>:t>OOOOOOOOOOOOOO Z m l> '.' I :::0 1 l.N . N- Z:Z: UiUi -ofTlZZ'Tl'Tl""Tl'Tl'Tl""Tl""Tl""Tl'Tl""Tl""Tl'Tl"'""Tl ~ r--, ~ :z: 1 U1 QUi fTlrTl 1:::000-------------- ~ - CJ ,'~ -'.' 1 ~~:t>Ui Irl"""""1 P m 1 t:i. ~ 1 Ul rTl rTl :z: -0 -0 fTl rr1 fT1 fT1 rr1 rTl fIl rTl fT1 rTl rr1 rr., rTl rTl :::::E X . -1 \i" 1 fT1 :::0::::0 I ::::0:::0 - .. 1 n lI1Ui P 00 I I I I I I I I I I I I I I ~ o 0 -; Z\J""Tl" ) I _ -0-0 O,--~UiUiV1l11l11Uill1Uill1Uill1l11L/"l 1 ': 1 0 ' , l> r- I I ::c ::c ::r: ::c ::r: ::c ::c ::c ::c ::c ::c ::c ::r: - :lJ 1 . "11 z: P :t> -U :z: fTl fTl rTl rTl fT1 rr1 rTl rTl rTl rTl rTl rTl fTl rTl rTl rTl ~ - . _ 1 Ui :Z::Z::::o rTlrTlrTlrTlrTlrTlrTlrTlrTlrTlfTlrTlrTlfTl fTl 1 O:t> I I --i-;-;-;-;--i--i-;~-;---;---;~-; X . I 1 Pl> ""TlZ ~_.,.' I ' , :z: z: ......... 0 Ui Ui - - - - - U:J 00 -J <Y'l U1 ~ LN f"'.) - _ N 1.:.,..________ 00 I :r::::I:~LNI'J-D -02 rTl-ofTlrTl - ~~ ;i5;i5 2;~~ en )> ..,..,,...... 00 ""Tl {JJ ---4 v......... ..,..,...,...... I'J- -, .,., .....- ZrTl -- I , 'Tl 00 I' rTl , C 2 roo roo , .+::>., l/'l , ---;\J I I Z (J) Ui l>1> UiUi o 0.......... --i:::O II _ f:. U1 N N 07' fT1fTl LN m rTl Z fT1 rrl .+::>. -; -; \~I~ 'I 1 r, '_--,'1! . _ ...... 2 0"' N _ '"Ii 01 f.! i.J \'hOI N .+::>. ~ !j'-r.:-.:'-: 'J roo ...... , 8 ~ :;1 Hd S I DO LG LN CO r-f- <~:~ ..~ I uJ :n () _ 'e',~ <'" i d om 32 '" < - )> moo m ~ G) I ----------------,-----------~----------,-----------, --~-------------------- ---------------~------------------------------~-------------------------------------------------------------~-----~---------------------------- -------------------------------~------------------------------------~----~~---------------------------~------------------------------------~-----------------------------------------------------------------~~-~ ---- ----------.- ------~-- --~..__.._--~~ -~ ~.'134T4'conl-3'134T402.dgn DATE PLOTTEO . D3-0CT-1997 j I CAOD DI-RI > {II 0 0 m ." Gl :r I ~ i ------- - ~ -------- -~ --- OI'134T4'eo~I-3'134T403.dg~ OATE PLOTTED I 03-0CT-,ggT CADD Dl-RI > OJ 0 0 m -n ~ Z ~ ~ ~ ~ ~ ~ ~ ~ o ~ N ~ ~ ~ ~ o _ 000 0 0 V1 fTl fTl , Z o ~ -I m fTl < _ Cil ' <.J1 / 0 Z < (fl / : ~~Z~ .,:,. - I ~ - ON a"' ":"-OVl ... -J c:> --I 00 - , , o ~ ' > " ~ .. ' U1 \ Z -~ ~.. > "0 "0 - ~ o ' ~ . I m I , ' ~ ,1 , '" " w ~ ~ ..... m " < ------ " Cil ' .... - " , - ", , o a Z ".''', W "0 \ \ " ~ ' " o ~ ~ Z > IOWA RIVER. .... "0 "0 ------------- -I> ~ < gJ 0 " -- "" .... .. ~.. . .~ - r :: ..,,:.... ~~ "1' ... > ~ -I 0 ,- . "0 ~o - ..~. " "0 ~ - ..' ~ '-<-0 o ~fTl < - ~ m . ~ o ~ ~ ,- <..N o ~ ~ 0 m 0 0>>000 > "0"0 z:IIm ~"O"Om>(fl " m:ll~O<- Oo~<~ ' mZZ ,Y << m - mmO 0 00 ~ 0 -00 @ r> )> ;;0 o XlC ~ :z ~(/) I: VI -::>;: " ..... ZfT1.. PI " ;;0 , Ci"l0 ~ C ~ n 0 I ~ ~ 0 ~ z' ~ ~ ..- - . ;;:: ,- - ~ ~~~ ~ ~ fT1-1r'T1 VI fTl;;QVI C -I , On ~ -I =E-"IVI ~ Ci"lC- -0 ;0-0 '" 1""1 ::c ~VI < ~VI)> ~ 0 ~ fTl ... 0 SO, Z 'II: 01"'1('") - -I fT1 .r C) .. ---tV') - _ ' O~VI . )> _ ' :Z-O' Z : ong ~ Z>- gj , '0' r-:...< Z ' ' 0 m > ' ~ ~ ' Ci"l' (5 , " .,:,. Z ' :> ., :z:- r / oz o (f) -I -I ~ -t ~ArCH lINt 25' :~ r )> <.J1 .,:,. <..N '" -~ -0 --I . .... --c --I > Z - 0 Z OZ~r-;;o;;QVlO;;::_ ;0 ~ I Om::o-mI""1CO)> CONTI' I . I <- (fl m Z x 0 ;;:: ;;:: ;;:: ::0 Z - 1'(/" -z VI-I;;::=OO<-IZ ~~N ~ -I <<1""10-1 m ~ ::O--lV1~I""1)>~C)> Z CO-l~ · ;;0- G). 0 0 )>~co <=>VlZ _ -1-1 vcoc Z -Z~ -~~---1 HI "0 o~+=er- _z::c :II Z ZV10;::::OCOZ ::0 _ o~-CCi"l::OO Z >> -Iz_ -c P ,^ O;;o-l::C Ci"l.<..- < en > ~ 01""100 ocl""1::C :II C '~:>Oo~~z~A:I::t ~ -~ ------ f ~ r VI + C Ci"l. CO::O I ..., . . <.J1-1z 1""1)> to iil -, -I ofgOV1-'''' O )> 0 . z)>c<.j)o." -I-O<.j)=e- I -t fTl -on_f"T1-.1 n I jj Z .. )> ::o::CO::O' fT1 m VI 0 ZV1 .-1 . ~ -I .....mVl-l fT10 "0 ~ fTlX'::O < < r (f) V1 00 C )>z I : \' - > - -I )> 0 -I)> j : ' ". ' , . " : Z -0 < -I - -0 : i \ \ . \ ;'-.r . Z ~ )>)> coo i I '.' \ \ \.. ,~< Z 0 z-I ;;0 Z r- <; /"----.--,- ' .\ \ '. '" , ~ Z 0- fTl ('T1' , ",- .' , -- -'.' ~ 0 <>'>O!; / \ i. '0 ;i. V1 VI Z co N Z I , . \. \ 0 Z -I)> -<-.I f ',Z :::0 --4' ," 'l- o C ~o C> =e ~ ! ! " ... ~ 3: 0 -I m Z ' , " \ ;;0 -of U1::J:::tJfT1 J j' \' c.. 0> ~ c 1==-0 fT1 fT1 1 i \ '.' '" ("'), -" > ::0 r- -::0 <=> " ., . , -I ". ~ fT1 VI oc /-, .. ! \ \. - '--, m -I ;;:: . fT1 ::0 <" ' \' '\ ,'-', 0 '.. --, 3: - ::0 x)> < - ' ' , "'\.' '~' Z --'... m VI I'T1 ("') fT1 Z " " . ',\. ; '--" "'", Z ('T1 i: 0 · Ci"l " ,i I ,. ; -'. ". ~ )> V1c Z 0 , /"! ,"""", '. · \. ' ' < s:: ~ -on - : f ,... \. '\. 3:. )> _ ;::0 fT1 0 .~~..... '\....~ ........ : ,,, ... ft -'- "'" _ Nn )> O:Z: ... '\ '- ".... --t '" ... .)> :::: fT1 n Vl } \ ~~~..... ,'.;: V1.... ......, -s. -of -rJ --I ",- ..... ....... ~...'f.,y , co Z <:) :::0 :::0 :} ~ . J )~ '.... ~J =eo r- ""'::0 0 C \ F'" ' "'ifi:.'L. ~" / __ fT1 >fT1 1 /..... ,<y..... ......1 . -I Z ~ ;;:: ("') , " '. ' .. ,- '. , . ~ ~ VI -I '.. '.,'" '.... ~ < <=>fT1::c _~I ~ \<~ \,.-" , o - <=>)> Z C> ; ,"" \ "", " '\;'" '.. =E 0 )> r- r- VI Z ' l i~' ....~, '. ." )> 0 - -I' " . .. " o ::0 z' ::0 \ \ \ '-t" "" ;:0 _ en c \ \ '\. ~ "," mom -0 ;;:: \ \ '. ~, < fT1=E ::0- fT1 \ \ I' ,,' , 7" )> -0 \ ' '..... _ _. ____ _,_ _ _ ~ Z I . ..~ '~~ ("') ~,',. .... ~-- ' " ... ~ - ~.. ,.., ,," Z to' \ " - " '. . ,. -1-1 .....' ~ \}, ,-, fT1,-< , . '~ ;:0. " ' '..... ... o ." "'.. "\ ~ 0 V1 rr1 '-~( . \.\ '" ~ =E 0 .' ,..'\ d )> )> )> ~('-, /." < ~ r- tI1 ., .' : ,\." ~ fT1 ' ',,' ,. .. --I / ~ "'-- .. VI ........ , , '.' fT1 - ",y =E ~tI1 ".. " fT1 II ........ .. ~" · : ;;0 '" " " ' o IJ ,,',-- :. - ::I: '''. ' o Z tI1 --I :::0 c: ... n '''"..., ............ - -~..."# ---I ......, '..-....... .. ~ . c: "" "'.. ' -, j '. ' / ' :::0 ',', ,,< .... '0' '. - ($ rr1 . , "'. '" -.. '''.. Z .. ... .. .... 0 ; ~ ......... .... " b --t / (i') -- "", --, ---- - -err' ~z :::0 '''' , <..N ('T1~ )>' m fT1 " "'" -l ::0 0 " . " "" ~ ',-- "'. '..., ,,' ." .... '" '10 , I--t .... '.. f ....... .... _ 1""1 """'" '. --, -, .......... " -0 ~ '" . ' ,.. ~ """" ", ....' '" , '/ --.. ", o...~ .. I "0'\ '...... ..'...... " <:> -... '.. ... .. ,J::io."'... ..... "~" ::0 ....... ."", , . <,,>oJ '" -- ',', / ... " /. .......... .. -, .. ....... ..... .......... V1 ,":" , '. ". '-.-" m "" , "--, " " "'" ..".... " ~ )> . / "" '--" "'..-/ ". Z" ::0 ., -0 :-...:.:>[. '"'' I / r ~...... .............. I :c:.- ..... .".f.; ! .....,. Z "'.... - " ' \ ""'~""".,4. .... .~.... , \. ~.. ...... )> ". ,,/ ,_,, .. ........::::::::~:. . -- '- ' ", r " ...."':"- ~_ ~".."L ""-'v.......~~,,1 .....L -".. ... I ..~~' ,. , , ' , ' ~ ,/,/'" -.... ,,- ~ ". '. : ~-- -- ':~-~:.:'<~> - ''-::.~:, ...,....,. '. r- ~.. ,,'. ~ ............ ................. ....:..:::........ .... j Z W . o 0 . , > - ~ ~ ~ ~ Jill ~ ~ -<.J1 ii$ .,:,. ~~ ~ ~ :+j ~Jd ~ I 1:J0 L5 , , -~ ~ .- ~ 0 I I E ell ,j ~ I ~ ~ ~ ~ ~ <n ~ '= ~'" ti ~J o - N ~ i ~ ~ ~ 0, 0, 0 0' 0 0 0 . 2 .: OJ 0 0 m . : -n ~ Z - -- - --~ ---- O"13474'coni-3'1347404.dgn DATE PLOTTED' 03-0CT-1997 + CADO D I -R I > I, III I 0 10m I " I ,G> I X , " ""..:.. \\,.......r " " i!l '(1')' (1'), (1') 19"' (1') (1') (1') -'.. . ,,': o - N ~ " ~ U1 c;n , , r ' " o 0 0 0 0 0 0 ' '" ,.., '. , ~' '. ~ , "', ' . ~>. , , r ~ . , II ' :1 I,' i : 1 III : ii,:\ ~~,,' "--"f, , 'l<,/. , :" I, I:! "'I: · " " ~ :II , l' , . "\ " ,,-0"- , ~ ~ ' !I i ' I ,I, I ; ,...";"" .' ~F"J,. r J). , , !!1 '" , 1 , ~ ~~~ . ,-/ -<? o , ,'..:" ': '. 0::0-0.' ,/ ~ ~ : :1' : I" 1 11', ,,', ' .,', ' " ' .', ~",,~r / ,~ 1 , I' ': " ': ' , ~ .' , ~ ",,' . ;/. 1,' I j, , :' , ,!' ' . ~ ",' . ,'/ ;/.' ',-{' [ ,', j'. J \. '/' , a . ~.-- . "',/ " ,'~ - ~ ' ~ , ' ,I, " , " , " , I i, ' '" ': , , ,9 ,',: : \. .'" ~ ,;/.,..' C " , " I! ' ~,!:: MATCH llt'~~ SIN li1'50 ,. ro~ dQNlTIN AllON SU: WGil I : ,i ", I I )~J :j~ ,X :<./ ';.Y. \ ." % ' - 0 ' : ' , : " , ; j i 1 i l' f1' f: : I: I ( , I :' " '1 : ii' ~/\~ j.. . :"'~' I? ~/ ,;/.,.:~:; .' ~ ~, : I I' ! 111 ' , : ' " , I': : I 1" , ""@--'\:1'.';/,''.7':.:a , '~ I' , " ! 1"rI 1 " ) ,\ ri .' ",'", J. ,. ~ Z 'I'!" i' II, "" . '., " \ \ >::/ ,-J , " '" -.c I ~';;:' ' , \ ,,}, 7 ~ ' 1, " ' , ~ 1 . ~ !" l' ,\ \ "j"" , , ;- , G?, " ~ 0 :: i: , ,": ',' , ~: .L ' I" . ' " ' ': r.:~ " \ '! ,,~ ;'1\,\"'.,,' I' !l: '; , ~ " _ ,1 1 "i<Jl, <::> ' " , , , \;;.;J \' (' 'J '\l. · ..r ~ '-' "I'" '..'" 1, r ' , \" ~ \1'",. I ~,m:z:~\ 3:(<, ' ~' : ,< , . "i ~ ;t:I I Ii ,\ ""'" , 11\' oN"" l:I:, I\)mo ,:!"" I;Tl co ,', \1 OO-~V'l '11>. .,.. - , " ,,:A' ~, '\' (' , ----'oI~"" ~ '( , " : ~ i il') : ) I I ~ ,~ ,.1'" ,.., \ \, \ ~ \ i \~~i: ~ '\" \. 1 " ~ ,[ I $14 14+65' ~ P. '11 : ' ::e.... \ \ ~ :- '\\ i ~~~ci; ~<.', ' : ,," , ~ ! ~~~--~ *~--,.. t~ T~Sl'- -~_. - "lli-~ ~-~-~r". ~---,. QEi! ' \ \ <: 'r I' .""'~c:> '-". ' · , m , ' , ~ ':1" 1 ' ' ' t; I \ " , I f""I " o ' , , ' , -/:z: I . , RI SlA 8+8 ' :'. ',. ,', , ' " \ ..{ \' I' 0' , , ..., . -. - - - -. - . - L " .IT - - . T . - "'r '\ \ 1:' I, · ......,"..., _ ~ U>+ : ! " ,'" . ," ~ ' ' , ' \ " . Y' 10+00 "..,',.", -l , , ' " :' , ::E I ' , . · " I"') .' /", m 0 " '" '" \ ' "I r' , . . " -, , " r,-;::o' \ ',' . . 0, ,1 ., tr1 .., ::;:. I' .. "...-'"",.-/,...," I, ' '. ' , , ' II' , ,. ,,' , ~ ' i!l I, ! ,1 : " , : (M. ' ' (")_' . G'l~ ~~T ' ' , , '.. l · I , ' , , ' . " . " , : :: 'j', 1 I j:' , N, , el';>, ;:0 ~ -l>o " . ", I . "','... , ). ":1,,,: I : :: ': ,', r ~: ) " . ' '!'~: >.~ ~ I" " I, I, ,,', \ \ .... I' , .,.' . " '1" "'" ( : -: ,j . ,<t$.' ,dlV'! Oi , , '" \ . .' ,I .- .. ", '.: I, ! ',:; "1111,1' ", \J1: i 1 , i; g:W::, Y"?:iI:l I,,! ,,: ,,: d \ '\ .' I" ..-/..r"''''",,>:;, ,'., ' , I '1, j , I] " , ' !: " , '. i ' ,..;.I;..,..~ '" 11" I' I' ' , I I" . \ : ' , \ I' :;. .', ':j , ."",. . ~! 'i : " \ ' I . " ' .. . lj' , : I' I, I' 1 I' Iii ,; , " ,:! i' 'I' " ,: ' , 1 ' I' ' , , I ,\ \ : ' '\ I (, ",. ,." \"0""" to):II ' , " '. ' . : I' I" " I' " ,\ o. I' ' ., m , ' , , , ' , ",. : ' " , , , , ' , '" , " " " \' / 0 . " 1 '~ · '... < ' ". 'i,'" ,,' ":" ,,1, ,.' "\ \ :z: :',~ .,.' r, ,":,....' , ~ , a ; I : ' 'I! II i il ~ , :: ", j I 1 I I: 11' 1 ; i: : i ; 1 : j i iI ! I' ': I, ,: 1,' , ! ,\ \ \ ~ : !' " \" ~\ '; , ~ .:t. j ~!):: I i' ,j , l' , I' )l:i: I:; : i,: 'I : ~ 1 I I i [11 i ' : ; : ' ) [ , i ':' 'Q 1) : ! j i, I [] : I' 'CY,i "" "" I ~ --l ~ l> ~ ; :) ~, ( , ,::: \. ',:, ' , ,'-' , I " : ' ) . I ' >;--4 ij 'j' I : "', ~ :I: o. I ,.l , , j , , ' , , ",' , ., , " . ,', ..., '... \, - -""'0 ' i.' 0':;'1" I ": ,', ',,: 1 1 ,,1, . .' .,: 'Io/ll ,,' I":' \ .-'..-"''' 0V'l....,. ,I ~,", , , :' .." : ' 1 ',', 'I' I' '":,, . ' .. II' JJ ' , . :, )' '.\, /''' , :z: "" V'l · ' I'" · " " :.; ; .."t'..:~ ~: Ii: l .ITi .J' i .. 'O-<V1 . ~. J .~ \. I :' 1 :; , "::,,1, : " , :;i I ",',' ;:,.,:" ,;::~,'j,'" ,',.:;", ,i,."" " '::::IE-o' ,I '. ~''-' '".,4,(\, - , ' 1 '" - j :;: ,.. ,'" , " ' / ,. - G') - 0 . , .. " ""~' ,', ' :1il! ! 1!'i~11!1 ]!!!;~1' :Y:i ~ !!;!I!j)i::~: ~:;!.w!) :11)-: ):1:;,:1 '::! ,] 1 '. .-' \ r'-'-' \' ~ ~~.. ! I', - : ". :,,5' '. '. n , , '," ;i 1 :j;;j1::,1 '1:1':111"11 :1) j 1;:,i 1:'i:ll11 j'i:~:,: ::1111'11" l:~:;i ::1)' j . ','- \', ~.<' \). I ' ", ',:, r:;~' "'. '.', \\. · 1_ ' -b d;" ] '" '1 j1 i ' ii' !, ". j: ' , " <;:;"1 ,,, 1 " , ' ,"'" I" '-., .' ' '. . g, ; '...;. CT1~I' 1: 'I' , : l' i ;;' : " ; 1:',:, , :' 'I'" 1 ,1 2l, i : ;';' , ," i 1 :,: j , i - '\ ....... ~ \ I" '"),,.\ ..,,; · '. ", \. , ':1>," '.' : '-0';' " ill r' 'I ' 1 j , ; , , "I' <::l, 1 " 1 "j , ...,{ '..,,,.,;..,.. ,~\,:\ .. ~" ' : rf1 8 : ' ! . i I' , j : [ , :; : : j" ':' I ' : 1M ii' i " : ' I 1, .' I, '. \ ~. ~ ' ' ! ,,', . ..:, \. ' Z ' . -'-- " ,,, .. . ,,!' ~ ','!" , ,- I, ~. ' : ~.cr.'" . ~ S ::. : . d . ~--. ..' 1 i . : .' , l ...,........, :! ::.: ~ . '. -:. - 0 . ," l' . ... '. .. " '., = : I ~?' i I :. ill 1 : 1 J (:) i i i : ! ,: ( . L:] , ; Iii: U ,! ~ : I), i! "I : II. j .): :} ,\ " , ' \ '. ~:z: ii, . : '", " \, ~' + 11,'f~;\ i iHIY ':!))11 ,:::, :'1:, ,j ;ili1H :,1): [ :!!T: I, , :'!I i ,ill)' ,,', "'. ' \ \\' ,! ''-,,: "'" ' ~ - ,...;.. m, .... j . . ",', "I " , --...; k'~ ~li !' 1 1, :' .., "i " \' I I " ' ," _ '-' . I:...... ',' , , " : ", ' ", ' , '" . , .. , , 1 ,-r , i, , ,',', ' , " , ' :' '", '. " .: , .. 0 ' - . ~': ' , .. ,1 : , " :" ,', ,",' , iJ1 :J :- ' ' -: ' . ' '" ; , , ,': :"""'., "'. " ,', " ,', ' , .. " < '-"' - N .; . i' . : . .;.; ..' _-: (t:I: I .: . ~. . . . . ; .: l: ";"_ ~.' \., ~ . I \ ~ m " "11[ i 1'1 ij' ;':::, 'lj; I' ,:,:;;' :, ~ 'I ,'1 ' !i ",' 1 , : : 'I: ',',' '1"" ': " : ;, ;, .: \, '\ '-. '" " ,(""',' ::/'\ ',\ '( OO"'Sl \ ' : .' ," ! 0' ' , " , , .." , I'"'' , :.. ",.., , , , '1 :;..... " ' , V' ., .~', "l' 1 ,,: ' ,', '1'.' ':": , ," " ;':,' ':""':: ':,":..-'" " ., . -.. '.... /, . . .'. '! " ' " c' , , .", , " " ,. , , ' , ' . I ~ ~, j!: ,] i::' 11'!:::! ::' '1,,]: ~II d:l] I: : : ,: ',',j) i':[) ,.: ..-""<'....>.~~t.'\' ~'I -, " '\ ',,'......: C i! '\.) ','- ~' :, :; " ~ 'II: ,"] ')['j'; 1 i'i,j,. I, ::: ':~:: ;::"1- :": I ": i' 'r--"\\j Vt', ''-......~'-'~ ,I : '" /--:-~,.-:....'~ ' oil [" i,. , ., , : 'I' ~ -: '..', I' ' '1 " \ '\ ".:,>.-- ).. '" I' : . / /" ".'..... <m " : ,1 , 1 ': I ': ' :.-> ! ~" ." I '/ ,'..~, ; . . . i: :Q). . . . I -....... ... ~ . t -...,...... o i'I" ," ':' , ':"'.' " , i" , " 1 " 1/( , ' ,i ,,-. . "'" '" I' . / '". "- ~ : :'.. . 1 . : l- :" . .. . .' ~~ I' ..... ........ _ I '" ',,' I." ' , " .0, , ., '", , , , ,I, 1 -.;,'1,...'_'" '//.- . ..... , I r,,: . / / · ""- . .. .: 1 . 1 . . 1;:. .:. l' . :' ~ ~.......- ..... .' - / . . ~ N :;' ! I :: ,:: i "'! ';: ).1' 1 , ) I: : i) '! Fl : ' i :I i iI i, I l' , I " : I '". ~/-.) i , r J ' - .. .. \ : (~ ; : .... ~~ ,,' : . ' ./ A'-/" : : ' m + j! ' j i! : 1 .. , : l' jj 1 ',,' 1j "I ",' "r'i : j : i ' , , ' ' , : ' '" I 1 .- ,,''\ \ ' ' ~ ' .' · '.,' I ,-',,' . ,r' - /' X , . o ' ::', ,',' ,:.. . , ' , :' i .:. i' , , " _- \..) \\ \' ',. ~" ... , " ~"..- .....~ , ,... '. ,'g~~~g~ 0' I" :,' :. ':,: -:. ',: ,:',d I :::,i' I" ,,: " "",;' ".':' :' '\j ,\' :... ',' ,"; J'Yi'''' "'......, ,!,'.....""',I......~.',--.,_... D : '.', -l ::l! -0 om :I> !!1 , , , , ., ! '," ' !",:, " , , ' , , ' , ' ' ". "\ '.;,'\' , .- ' ,J " " .' (::" I' -' ....> m _:II ~ G> ' , " "'" ",\' .' , , " I ....' . . 00" z Z . : '. '.. ~. :!'.:' '. . i . : . 1 . ;! ,f.::: t.~. 5. ......~. . .( ."' . 0 to ;Ii;li 13 13 j I L! '1 i i. ': 11 :II : ::i 1 , ) ,I. ! : I ., i I ] :, i H ~ I 1 ' ! 1 ..-"'.- ~~,S \' \\.,~::::" . ',. '" (. I i?l : r." \" '. ~I09"~"'~::' ,i "I!i i 'ii ': j : i:, 1, jll. 1,1:11'[ L'(""l 1 11 ';', '," I"":!: ,j i i..--^"'--' !\;:",d\\\t""~"', ," ~ : j" . .- · ;" , <II t-: '-- ... : ' , 1 " , : ' " ,. ': 1 ] 1: j" " :. : ',,' j " " ., ,,' " " .' "~, · ~ ~ -n "'..., , , '1 ' '; " ..! i' i 1;":,':: I I " ", I' ' i , 1, :' ',i I j I:; I' , " !., " , : j , , . '.. C;~' ,\'(,r' ,',;, , .,,'''' \ ~". "'" 1 , ' 'j 1 .., : 1" , " i!i"'" I] , , , _.:,} ". \ \ .. . '1\' ...... ...., :z: -0 . ' ~ :z ~ ' :; 1 1 Ii : ; j 1.:;: i'; j i 1 : ; , : ' ': I: " I'" " , : ' ' : ' , ; ill" .". . , ., , ., '" " '\ \ -.~~.j 1 i ' " " (' .. :~" · '3: ,!",.,,: I CJ - ____ ., .. , t I, '" , '" , " , ;, ' " ""',' ,,'," . , , ' , " , \...-. , .. <, .:I: DN .,.....- ,..... , : '. ~ . : ';.: : : . ~ . . !!'. .:'.. . i : j . . '. . :.' ; . .' . ~ :'. : . ..-'~ : '.. . . . I l,.+'-' I v.I - Vl . If'" . .11" '. ...:1:.- ..' .', ~ ~ ' -II] ~;,]i::;111,i 11i, ::~i ':"",1, ! "I II I".,'! ': 11 1':'11,1..1, I" Il,! :- ,l~ -.J"" ~.,' ~' " .: ,i ! ~:j~",t" ,r", ~"<;Y~' ,~'~~. ", ~ ~ ~ '" ~ ' i; :~'i iiil; 'j: 1'1 11;:j' rli1~: i "1:1':1' ,1 L1, ' "" " '"" ,,[ ':,:1' 1 .-- ..'. : " " · 0-....,.. '-l>ol,.N <' ,~ ~''::- '.'i.... ",. , . 0.: ,[ 1 :: .' i I ',1 I : II ': Ii ~ " 0, :1 ".'! ,,:', 1 " "", , " . .' ','-:: _. . Y. i . .;.. I ',..,....c;p~."...;-:.:::' ~ > : 1 .:.;.. , , , , , ,,""", "" ' , ' ..- ", . r"1' . -, ~ " , ' I: I, " I I,.. I,: : ,1:- ,:: ' ] Ii: I , :: I, ! 1 , ! : ::1 : I . ,I.: " ! I ,i ,", 1: 1'\ r - "'\ k' .' f ". \' ...~,:, ,"-- ~:z: , '.... .." ",. ' J " ' ,;', "':", i:'" "", , , ' .",'", :' , ' , , :' . " ' ...........). ~j,:., . , '. , ) 0 '-. _, ' ... 11. I :[ : :I,,,: : :,j;;11 r 1:,,:11 l"d l,i )': :1:,1 I I ,ij:,] :,1,: 1:1", . "'i}: .-.'--' l\~\.c.' ..' :,~j~, 'l......... ~'::::.::.~",.', ..'., 1i j 1 I' ' '; /'1,' ':i:"li 11"':(':' jT' I]: 1 II"'" I" 'I'" 1 ,':' " " "'1 17\:-.....,...... ,," " ..>""::' I 0:::;4t8:::S{::~~" .. ' '.' ,. ii'] 1 ' I' : i : , ' : I' I 1: ( ') ':, ~ ; . ~ j : jl :,;:' i 1 ' : :! y ! ! !, ' I > !: ' :: ,'.,'; ~ :: ::;! ~I" ,) , 'or . ,--' ,--' ~ ;' ,:" ,....; ':;:':;"'1 ::<' -.' ..,;- ""....,..' .. ' .. / : . ~~ , , ' , ," i:, 1! , I . 'i'j 'I 'i" ,:.: I:' 1 "" i ,(: 1 I' I !"" ,::)"',';, 1',:, I": :'::: ,1, " ,,"'; ',I. ,";:::, ;:::::" ~?):.,.. .. " " · \"" , , . " ; " '1 , " i ,:,', ' , , ' ' , , ::,' . : i , ': " " : "I i . ",,, > :.... "12. ~ ',' " , ' , . .. ' ",'''' , , ., " ':' , ' J ' " . '1 ' , : !, : :, 1 ,"',:", ' , " " ., , ,.", .~" , '," z' , -" ',' , · " I i: :. ':. . .. . '.!':' . : : '. '.: :. :.::;. . . .: ::. : ~ ;. :. . .' ... .. ... ^.... .. . " . .. ' , 1':: " j :;.;,1, : ...i", ::: '1 :, i I;" ,1:" ':1 : ::' ': , Jj,i I.":,,,, ',....",.'. -;,'" ""."" ,", ..,; r :' '... 'l ': . ..,::::..! , ;: )::l j; : 1 ,! 1 ,,;; L j 1) 1: d : ,; Iii! ): ii, , i :] 11 i 1 : 1 I :' ',: 11,1 : ': I, i; I :) \ '" ' .,' ':.>,~::",~.:~{:~~ ' "'" I,'! k.. ", '~>.,.., "'.. ,_ :",,; ~~~ 1 <II + 11: ii":: ,~:: I:':!')' ,,'::!1) 1 ,li' 1~! 11('1 :1:1 ('l'i , il 1 'I I;' ': ,,~, ' ~"'''''' ~ ;",,' .."~,,'{:::::.."..,~~(. ".,.',,: ~ '., ../1"'.......,;::::::.. - ,. 0 1 11 "'I' i , Ii' 1 ".:" ,. ," ,:,' 1 1 11' ,,1 'I"] ,! '''- ) .,.~ ,..... <S" "';, ~--..,...... > " /,..,&., , ,Z 1 ' -1 ' ' "" ' , ,'" " ,i; j, , ;::, , , I ' ,'i,' ," ,,>:: ' -.. ,', ~ .. (::j V'l }j ~ ("':"';', i , ;' " r" .->- j -I '-' :. i I . . . 1 . . : :: : :... ..: ~'. .p~ ",. ~,:~::::: ,~.."-':"'-- ::-;;;:;-_:u.... - CD ... Jr'" r . /" /' I I- . !B ',:! ,j ,~;~,.,I <';"11:, , : ~l :'. I" 'I ':1",1, 1,1"1]' ,]1,: ': ::-:~ ,il l,:", , ..~~:;,.,..- .,::::..~....,:::c'.:;~' ,w.~.. ."" Zt..,.:::..~'i ~l::~~":W\o COG') , ..,'..x /'----------- , Z , , , . ," ',' , " ' 'EU' '" l' " ," " , ' , ....l,:;' , ....N-=,...~,:..'.... ~~d:~.,~~<. ......... 'II: " ',/ ;e;<:>::o ,,,' 7 /'Jr../ ','. > : I .:; . : 4. 1 .: ~: :. . I . . . . '. :. 1 . . :. ~ ....: .. . : ~ '\ ..'~:;""., ......~. . . co -.' _ ~ . _'" -;ot( r . " ;:j ,ldW! ! ";,1:1.1 ,Jj1 li'lT~l 1 L,;, I, :1: :,,1,,111 i<:: i,:i :i,1 ill;. l' >;. .. , ,'::"'~:':~:.~:..-:::::,..>"",' . ~ 2 ,j~:...... ~~ '.:...:-..... ),r" ," J.. , " ~ "'~ I 1'1:1'1.:,.1,,1.'1': ,.;, l':;"'llh". ;'lLi' li,'!l :1'1 'ii'I'.Li ,,::"11U,11' 1'+' '[1:','" C!~p'" ,..,::;;~~~~"." ,/,'..,',,'.,J:~''''''''A, ~- .. ~.;.~ ~ jj~--~ "..-.-:2)' ." :'"".,." '.." , :I> ' , :ul4 I"t"ii 1.:~''''''''''' ' . . , , " , .~' ' , ., ", '" ' ::~::::" ,..' ""'," , .,.- " ~ ''"-' -"'. , ,... " '-- ... . I: ~ 1 . I 'J' ::'. .:. .. . \:. '":.. #'. . . Yo . 1 ~ _ ~ '. ", . J I __ . j -- .!- -4-+---.. ~ - t-r-w.... _...j......, __ ......... 1____:-:........;.. ~___:..-+.... J!. ("" ':;.:. ~.~""""""'~-' . 'S.-~.. ~'rn\". ..,.,.'" ::-t---- :'.. '_: I .,: . .... .+ 8z (f)-f~" :': I :), I: j: ',' l'i' fR!,]: STA: iHui 1:: 1': ',J'; ~,,;~ it H:':: i,;j U l+~m-t+it:tttt ,:,: 1 :T~'t j [iT :: ~;, '~'I' if:;...,,,~.. ~~"",."" ,..,.@."."!'.A\"..,.J:"e!' ,'~ ",~..~i5^-''- '~./~'~ .....:....:',".".:::::::::::::< ",.' ,:...:: : .. i'~ . ..--..--;-+ +--:!...-.-!". 1'. -""'...-"+-,! -+-- ............ .': .-r-~. w:-...~_... ." ..... 0.' .".,.^"'l'l~'" ... . ';....:...~.. ," .... (J) , " , " ' " , " ", , ," " , , " ,,' , ' , ," , <I' ~~ '.- < ',' ' -0 ' r<c. ',):> .- ,_- ,. l..-:,:,.."..,,'..., .. c :. '; '.' -; .' : : i;' :: i 1 ; . : .: ": i:: . : I.; .' . . : . ~.. '.: . ~ .P"":':>;;r" ..-.- _ 4 i '. 4\~ .......: -. . '. I '. . . ~)> Ui ,11: : ~ !! !:::: :!: j, i!,:1 :': i ;;; 1~1f:! j~ !: 1: :-r!; !! : ~!! '! ri j ! i ,'tt:j!: !; d j I ill : L I, 7 '.7"'/ ~ r '- . ..,., ',' . ~ -- }\\\)); ~ a:..,.'::>:..;..,', ,;~': " ':",' .. ~ ,," ~:~, d ,,~ ::2; ..,','..," +lj":1 1 ii 'ill: '" !li :"'il' j'lj'mi ,,1": l,'llj,,' ,;;1 '11,i ' :iif'!1t"O :",jil' '''lli,I' 'd> ~ I -------~,..,," '~~.-.-- ,~"'" 0"':,::"" ".."..:,..'::(,pQf'),~::}:::::>, '. ." '. . .'.<: '., (il r-. 0 ", ')11' ,j,") ,', i .,!TfEH",.., ., ',' ," I" ..H'~ ,";:-,' j' ':' a -...... ,-...::.._---- ~- ""ll ...., ,,,,,'~''''~:';{,,,~:..,,. '''',' · ., -z ~, o;i'l i I "j:':j ;<':'1 !';.~! I,'j:!;] Ii:' illi: ;i, I ,;:,'~:;;:' i"," ::' 11:, <='~-,-~ -''-~~--'-'-''!'-'-'--'-'-'-''''''- 'O~ ~!(.~'::~,........, .":",:",,, '.' ~'''..'' ,,' -< " , " , ' " "1'\,)""" , ' , -1' , " -.. - ......, .. , '.',. "" .' , :', , I , , ' :",: i:'! ' :,": , :', 1 ' "."1 ' .: j : ! : : ' , :: , , '1i ' .:t ' ' ' , , ': , \ -- -' { , " ,..,' - "': ,."; , .,,' m I!:,j '" " !.',',' ':" 'Q'>,' .': ',:, ,:", 1 ": "-,- 1 ", . ;'" ] -'CO::O ,.:1... ".... .".' ,. D ," ; ~ , :J , " j, i ,1:, j ; ..',," '"..., -'.,I': ' " , ' , :' ~ G">' : ' "..!O', , ; , ; j ; " II 1 '0 c:: ...., '(~',' (y , ' ,,' , '.. ' < ,. - . .. '>, · , * 00 ;l:' ,i, ,,,,,Ii:] l,L,,(;,:i!],'l:"1 1.I,lj' }l,:,I'5.;~:!' j I :ii!liT, ,,' ,i 1 :liii,j,) :;0 ;:::~ 0.:;' ,'[H.r.. :', ,z:::.."\,~~"..............<11'.'<''-",,, .. l..,; " .... !B ; j i (1:1 j":!l:': T': T: 1 :L) :': j : jl~ 11Ij:' :;::~ 'I: I ' 1:':' 1: 1 (:: I' :' lr'l:1 co ~;:;:i rf\\~){'i-. ::~ < 'i.,::'-:ijf:ij, ' <'", r~ ~":::::'.::::/i~ '.., > ( '\ ",. "~' " z Z I ,: ':' '",J:':) , ";:'! ;':1' ~ 1 1 :'< ,;:'1 ,m~I;', ,1' :"" ; i 'I::::' ~~...." ~.!", ~"" ' :::;:;~ ~'.~~"'" '-"'7 \Y',' " "'" _>"" .C) '.' 1" ,'.. "'I'" '.',i' " ',,": '; ":," ':, I'" 'III ,,-: X' ,', 'OV'l ~ ," , ,," " (f) , , 1: 1'" " " , '" '-f !J " .. ,'..", : ' .. . , ' " ~.. 1, I) '," , .., V'l".'-::'~," ::0 0-' . ,,,", ..,~} , , )> , . h , :' ",,' ,.., ' . ]lJ : ' , , , : , , " "1' i', ' " ., :'!, '!" ' , , ' " :' : ' , ~, ,,.,...':::;.,-.,',,'''' v )J..-,",....'" "... . :II C " " " j : , , . : ' , i I: ,," , .'"",: ",' ", i ' , : ' , ~ " , ,):: I 1 j " , ':', I: , , c;:. "" ("......,,. ..,,,....,..,' 3: C::,.. . , , ,,~,...- "..", ~. " ' ')' ; ", " 1" , ",' , " ., ,', " .. , ' "'::0,,,: 1 ., """,' , .. , .. 7;,...< v ;;,0..".... . ...., > .. '" -" ,. ".- _ .. , ... " ., ". , . ,,' , " " , , ' '~ '.- .,..... " . ' " ," ',' '.1' 'i " ,. ," , . , , , " " " ".,'; , ~"'" ' ...,-.- , ...., , =i -1 ". a; 1111 j11) if)f",j] ,(j I.;;; lil!!ii:! j l'l,j ,;J!I ,;] ,,:, (i [11111.1,1 1;1::,(i: :!1;:li11 -a : '.f;;; ,,',,' ,'. """" , ~ ';' '."".,', ,'.".,. m -.....)>.... ,c..... ....."tH.,; -uti34-Jm'....~-i-.....J.+ c.l-W.J.J1t'ti ..ut'iJ.~.jiii,,,i.. ,~.;l',iii ,U'"!,,,,',l" ,';;' ',,1 ',1"'1.", 'j::':"; """'.: ~O ~ : J>., .. ',,('..," ,,"", " , ," , 0 -.- .., ,_ " " " '. , '.'., " ", ..,. ,,~" ,,--,~~ . ..--..........). .., .." ,t ..,'., -.r. '~-o. --", "r, " -l _ ,.. :::: ", " " , , 'Ii' " """ " ., i':"""""""'" '" , : ' [ " " . "" "'c ,_, - "~', ,,~.,,- .'~-_.......-.. ---J-..--- - --- . C Z' '-' ", '" 0' "',,].:, ,. . , , , , '.'" 'i, " ,} . , . , , , ' " , ' , " ",' , " , , , , , ': ".:: , ~ ' -, I ' ;" ' ' .. - m:II ,0 ; 1 !mb ~' ,J .1 ;, !" i : : ! : i ' "i1' i: 1 i ,:! 1 j J i ) : 'J ~ ' , ' 'i' :',: j, ;:: Ii ; 1 ' j ! : ; 1 :: 1 : , : ; 'I: 11 1 j , ;, ;, co 0 0 V'l .. (<' ::: ~.' .' :. ''''~:,S~;';<;t;. '. ,.. , ~ ' , .... i" 'j' ,..,,' ,,' ,," "" ", "., ',';: I", ':J' ,:", ;"')'" _~_11"l ....., ; ,-' r...' \\' ':-J ' , z, '. ,. .. .., , 'II!" , , , , '" , , " ' '" " ' , , "" . , ~ '......, '-" . ,. ~ ,..:...........:,' ;:!!,^ ' l:'~?Ynj .:"):~;)' :~; ".,,:: I ! 1d) ':,1 ,]' :;:j]:: 'I :';<<) :::l~;:', '::;, 11 sg~~ ~ ", t:.,.,. 'C: \"" "".",,~L..,...., " '. > v, " ;>, -'-" :] , , . . "", , ',', ~, "'"," . , ' , ,. I, " ,".' , _ "" 0 V'l , , " '_ " " ". . ..........,--,,~ . . _! .,:; .::; .. . I . I' :. . . . . .; .. .' "'_-. .... I "'1' : ~ ",' 'j, q->:<,1Ij ,:1 :dll :1:,] ] 'l:d ',~,r.L li:i,l1:! :,1: :,L 1'"i:,:) ilI1',:,: 1,11L it jjjj~;:g <J'. ..".:<> : ;." <},',' ''''''''0 '~'-/..' ,,', , ' -~ "',J..m:1~:j , "I I" 11 ii"~': ,.1 :",,], :' '161' 'ii""'!: 'I 'ill ';;";']'(1 :,,"""1 .,,',' :1' V'l_.0 ' I.. ~"~,,.. , ..., ~",,, '. " ,"'<'1' ]' , . ",'1""," "II" "" ; " ":' ',1 ,'J, ' :z: - ,~-,' '~0\- .. " , 'i'; , "': .., '1" " " : 1'1, ,,' , ,," , ",;' ': ' , : ' , , " ~", ' ' - G') <:> ..., , , ',," " , .. i. N .' . . . J'! ':' . :..: '. : : :. ! ! : . . . . 1 . . : . I : . i .: ! ;. ~ ::. . I:Z: ....,.... _ __ __ v . ~ ~. : ... .. . ~..: .. .. +-J:" 1 1 . : . : . . I. .. . "In _ . ~ ~ ' ,~~ '1,:": ji, :,:,! I: 1, "I' 11::1j"11I ::ocr] :i;";: 1 :(': 11,,:1,:1: :;': !:', : ;1 :i::'o I: <~....,)> "'" ;..""" " ::..' _....'\.. . 0 I' : : i "',: i ' . ! :", , " : . : , ' 11, ," ~ , , ' , :', , : ' ; 1 ; , : , ' : 'I: l;;,!.:' j ,1' j j " 1 -::ox"" ',.." " '''' " ,',', .,' ::,~,,' ,"" ," ,,1! "" ,..., ',,',,' ',"': ",,; n....,o- ", ,,'" i: " , ' , [, ! ., ' I " , 1 " J, i, : ' 'Ql , .... , j 1: , l' .. , , . ' ", ' , , .. , - )>)> 0 , ,," ' ,',' ',' Ql:l> , ' - :;" j',; j' 1 ; 1 :, (i :',; . , , , ; ; 1, ,1 ':?, 11 1 , , , ;1 j ; i1 j; ,j '; 1 , ; 1 ; " ,jj:!,:, j ,1 j , ; : , :z: 3: < :z: ,,,,,,,, - .,'. Z -...... i:.;: I _; -: :; .;:-; '" ; : : : . :. :: ~ :. ~ : i . i : : i...;: -! i!!; ': :; i i j 1 i:. -: .'1 1 : :; i -,. l> ton f/II r ~ +''''t!''': 'I 'jll"" ill" l! "i']!i' 'i~: '1"1':;; ::':' '::1 ':1"1",' 'I"""'! ,;,:' I ""-< """T') ,,",' , ~ ",1 ' ., " , ": ' , ']' ,,""',.. i""" , " ''''''I'!' l>...., , , m - ':, ,.: ",'1." .. , , :;' ,i"'; ;:,' ," ::'! j':' ,'I: "., ":" ",;" :z:~o ; _ ""' ,-", , ,', , " , ' , ",,!,,,,, ..,,' .. ,"" ", "'," .. 0 ~::o ' . :... ':: .. . i : .'.: f' I : . : . : .: I . r'.: ~ .: :.. 1 . . . . : 0 ~ m 0'1 . , i ,.. , . . , , ' 1 :1" ,I 1 I ' , 1 ,j I ": ' ' , "I: i "I'!; '::' : , , ' , ' ,1 ..:';, , ..., · V'l - .. ::. Z , ' .: ";;1',' "I' ,'I': "I'" ,", "":' i , ': I ':',;' :, ",",:, ~n)>-o ' -'I j 'i':' . ' 1"1' ',' "" ' I" ',", ~o:z: ' . ..- . . 1 II " .. .: . M f'T1 '.'" ..".. ".., '.'.', " ,: i ] ',", " ~ ' V'l:Z:0~ . . ~: . . .. I I l";' i' 1 . ~ I .. .. ; I U')".., " I! !! : ,i ,~: I: ::' ': ~ ~ ; i ! 1 I ! ::: 1 , I: ,~ L! 1 : , , : 1 ~ ' : 1) i::: ,[: i ( i i ! ,: ,1;:!,!: 'I" g ;3;:::;: ,'>' , , " ",' ",",," """,., , "I,,::;:l " .;;" , I' ,). '):' "'" ' 'j" :" , , ' 1 ' , ." )> c::.' , ,', :", ' ;i' 1,':' ':l :,::':;,: , " ,'fTl :, !':.' ., ' , :'" I' ,.! ""';'1 '[j'" ""'0 , ,~ ::e 0 , ' , " .. " , ' , , < 1'1 ' , , " '" ,1(, i ;" 1 ' ' " .., 1, , I ,,' , , , ", , , _ ~ ~ ::0 ,. -.- ~_ ..j;. -. "', .l..'...- t:.;. I: 4' . l' . j '" i -..,.,_ ' ',' ".. "" " ' , ;, 1", " "",} , " ' ,,' "01,, I ' , , ,. "j' ,',: ,,: :' 1 ,'. [' 1 1 ...., -....,"'" -__ ',: r7 - " , " ","." " .., 1 N, ".... .. ..' , ",',' -o:z:::oC , ::e <:> ,,' ' ,1 ", j I",", .1 1, , :!" . I I' 'Cd >11 1] ..' :J , , : 'I '" ii" , :' I ,::' ,i ;e; - :::;:; " ,..., , ,], , " ..';:, "II' j , : : ' : . :' , ft' ~ ' ; i . : , : .. , i " 1,. I ;'" .., " , ' , , ' , " ;." "I ~ 0 V'l ~ " , '~ , " " '.'" " ' "" ,', '",' , , ,." , ",,' ",,~....., .': __ " , . I l..; . . . . 1,.. 1 : : . .. t. . . J . . i . . .. . i .:" ..:!:: , ~o" 00 1 1 , .1 j: ,j" j i 1: 1 ,,' j,y , j il,:;, Nl 11];, 1,:: i! Ii! i! 1 1;:: ::: jl : , ': .." 1. ) ]: I: 1 , ;' , . G')ofTl ," ',' fTl~,' > + jj:i:l11i 'U:!l;lj 'lMAlCIt'UI~tr'StA!lgf.(Cii-;tOk~C6 ir~AJioNI~EelD'WG15;: lj:,~j!,) j~:!:,;ij ;);11]:) ~v;~ ',', ., ," ;;0<: 0 ' , ,I, i; , , " .1 ',",..' ";' j' 'I 'i' "<, "L, I., ' , , , ,,) I . i', , , , 11 .. "" 1 ..""", '" " " c:: 0 V'l ' _'r ^' _ n -, i i . : . ~: 1 :: i . : ~ . ;: :: ~ . : : : . . i : ; i !. 1 ~ ! : .: ! i :;:.. -; : . 1 1 i i : : : ..., . ~ ~ ::. ..: :. 1 . : . . . : :.:. . t : : . . . . . : t . . . '. .... '. l' . . . . . 1 ::. . . : _ ,',. . -,f --i . " ,,' " , '. ,; .", '" . . , "j """." ~,., . " ' , , '1 "I"i ' , ,.. , .., .], ::e ::0 0 ' . "., m -< ' I ; ~ i ' , ~ : ;: :: l' :, j, ;; j 1 : : 1 ;! j Ii': : i 1 ' ; [ ;; 1 ' ; : ' :! ': 1 j i : j ~, L: ;;'" ;":;, '; ;,'; :': J ';':', j: )> G')::O ~.. 1 . . . -t. .; r].' 1 1 1 . .. . .. t . 1 . . I . t.:. ... i .. . . 1 . . .: . ~,I'l... .:::. --" ,." ~ t: . : ; : . . t '.:.:. . . . . . : : : _.~_ '.::. . ::;'.. 1: .. : ~ . . . I j :.:' 1 . . : . .: . ,,:: ---:0 .. ,-:--' <0 _ n 1-.-.', - :,!:'i'~':". l-'--i-1--:i. f'"1.t~~~"!+-+ ---it .-l..!--+!.t ., "i~l:--+t ..,:~-:~:.-L~I-':"'A:~~~~-'; f':~J'l1'.,.f ~i-.;.....ll.....i'1:t"-1:l1;l,.-i_ fT1 ~ _ - ~ fT1- " l,:),,],i "1:1",, ,1"!,,,1 ,:",1T,d'1:1ji]lill]],1'iHill!JJ'lHl :illl:,j,l!r;;!,j,r: :l,j:!,,], ::o~ - ...- - --.-.......- --..-: --- ,<. -o~ 'l'ii";'!! :i";::l' ,,'j"";' 'ji:""! """") ,,1';','.' ;,,'!"" "".,!" ;;'1':'" ";,1":' , --l l> ' ".. ".,,,, , " 'I, ' . " """,,, ,i'", "~} .""" " '", i' '" " " ' ,"T') , .... ,. .. ........ . ... t l 1 1.... .... ........." "..., .,., ' <:> ',I' " ," " ".' "", .. ;.1, ,. , "'i' ",",'" "1'"'''''' '," I .,.. , I' " " ," , ", - ;>;l , : 1 ; ; , : , :' :': ' " i' ::. , . 1, ' ;,;: 1 " j:,,;',: i 1', ~ 1 1 :,! :;'" 1 ' ':' , : I ~ ' , ;: :,,;": j ':' :';';; I . , l' ' :z: -, .f......i 'f . ... "i . . 1., !... 1 l"l.l: i'" ... 'l'" : ..1.. .... - .':!1:~~-; .'.:'::;. :1::;;." :'.: '.:is.i:: :1l1: .:. i:ii:.~!. ::.....i:..! 1:. ;::.~ :.:. t/') " ',V'l I' . ".,,': i ' , , , ' , , , " :1 :, -I ' ,1 "". , """, "!,,,. " 'I" , ',' , ' , ,1,'" , ' , :I: fTl , -, , , ,',.. , "... " 1 ' , .., .., " ,"",' " , "",.." ".. , " 1 l' :' ! ::e ... ,.., ,.. ':' '''', , " :..". ," ", ',.", ", ";;.,, ' fTl' ,,' , : .: i' 1 ,;:,::,:' :' ': , j , ' ; , ' : I 1 j ;, ':' :; , ; , " , 1 1 "'. 1 ' ,1" " i:'!, 1 1,' ,. ; _ G') , ' , , , "i " " 'j; . , , " " ,I-l., ", , ". '1" , , ,1 ' ' " ' , :;0 '" ;>;l 1 11 i ~ j ~J~ 1 ::, i j :: :! :: j ; :n:l :::'~! ~ i: ;j!:!;:,! L)' ~ : 1 ~ lk : ::: I ,I Ii!; ~ : : ': :' i:: : \1'" i; . , . ",- , , ' 1 ; !, 'I "., 1 : 'I' "" """ """,,, "j""": ,,';' 1 : lli I!' 1 "1 1';;, 1 jl,''';; '; "I ' ~ ' ',' : - , , " : ',,' ,.", ,.."., " '1 ";,,, i"" , ""', "1"" "" 'I' 1,'" , " '" ',' , " ::,' "':' 1'1 : , : I , : . j 'I' :;':;; ;; Jj , ' , ::' ':"'''', :." :: j , I';' ill' 1':"," , ' , : .. !. , - - 1 : . : . : . : ;. . : : i 1 . : . I' Ii:::.::' i I: i ,: ; . . : i : : i j : : i; i': ~ .; 1 i' :. ." I' . : ; I' :.': ,.." ,. ':" " , 1, , '. " I, .'" , :' "" :' ,.. , .. ,. j _ " : : I .' ..' 1 ." . : 1 . 1 . ." ". :. c'! '. . . 1 ! .. . 1 . :.:.. .::.. : ~ . :. . " 1" " ,.1 "" : ': ,,': ','1: , , , : ' , ,! ,,1, ' i 1 ,'"",' : ' , . , , . , , , : " ;',', ' , :z :z: ~ ' c " ,.... 'l~,:!jii!j':l; J. 1(; nlii~:::l' '1' "IH';~i;jil~:1j 11:::':::: )',:jl:l: /':;1'1"1';':' j':I:I':.! i,:,;;I:] ;-~ 0-< ,~ . - -~ '.1 , .' I::: l' 'I ' ,;!i , .. ,1 " 1 ", I !':' ! :' " 'I ; I ! CJ ' . .. .: .;' ;'';' ~ :. I'; . ':.:';: :. . ; . 1 ;_ j .'. .; . . : . .' ; rT1 V'l _- , , ):)i11!1 I, L,]" ,.,: ',1, j Jili:1 ('u:1:1:( ]j: :];1 ,[:.. 1.: :1: j",;:l ,:i, ):);" ~6" ~~ ~ ' , :" ~ [ : ; ,1 : 1 ; j ; ; ; ( '1 1 lj (l[ j:' i ' : 1 1 1 ] 1 1 ' : ; I j 1 ,:!, 1 ,'1 I ~ 1 Ii . : '! 1 ii , : : 1'::: ";!' 1 ! Ii :" 1 '''I j 1 : ~ ~ · n ' . '. 'j':, '''. ': [' j " :' I ":il :'" <" :' ",' l' i I:,' '" I "., , I" ' , ';, , , . " ...., ...... I' :: .,. '" ..:..: .... ..... ~. . . ...: .,..:. .. V1> ~ .':,':, ,.,:, '..., ,,,,,,,,,' ,'.' ,'..,','''', ':J !.',':J I,',' ,: ' 'I ' , ,...., , , ", .. ,. ,[.. ,.. '..:....., ' '.. .. :I:. I ",' ,', . ' .1 ' . ,. '!: :, 1 ' : ' : 11 i::. ' , j ", Ii, : j I"':;"::i'; I . :1 1:,::::'] ! , '1:' , :! !"!;' .. 1 ,,: " : ~ , . 1 ,',,', ': ' , . ! ,i, ' , " ',1 , ",,: ,; " ': ! :':: ' ;, ','" ' : ' !: : ' ; ; , :' , ,', ,: G')O i. :. J . j- ..: I:! ..: :. .':: . l. ..1: : '. .:. i:. . . .. .:;! : ". ~ : ::::0:::0 U') " ",;" ," ,,' - , ' , " 'i' :', , "",', 1 " : I" ,,' -:'" :' , . i " , ", .' i' ), "; '::..", :I> -...... 0::0 . " 0 " ','" ,;" :',','!"":",.',,' '.: , ',' ,'~ 1 " " .:, '! , '", 0< 1"1 i ;; . 1 ... . . j . ..".. ....1" ........ l.... I ... C , ;; ;: !!1 1 I , 1 .: 1, 1 1 " ::: i ' , 1: 1 l' ': !:: 1 I: 1"",,:1 d 1 jj 1, "" 1 : : j! :' d " " ! 1 ( : ' , 11 i r"'''''' ri V'l V'l- 'I ili ':':1 1:' :' :,'j" ijl l:i :1: ":L:l ::11:il:' ii, ":': lj:,l"'l"I~ ", ',l,.',j..J',i.' 3:~ ~ ~ N , ,~:z: " ':' I':" I' "" ,!, ". ' " '.'" 1,'" " d:rI1 OO-H:2: -~...... 0 . .- ~ . . .... . .. " " . .. . ....... -,.. , m"" " , ", , ., ' , ' '1' " ',:' I: ' '.: : ' : , .. " , , . ' , 1 ' , : ;, ~ ~ ~ ~:;r; 9 x < 0 ~ CJ ....,...., ", " ,,':, ",":' ", ", "',' , .......~ ",,,..,.,..,;tj )>:z: < V'l C) , , ", I' , .., I'" .. v' ., ~ ." ~ , ",,::0 , ' ,-:' , ,:,,! ,1 " , ' , , " ! ')' , " -...... ~n t~ zx: V1 ,. 0 "" ~ "" - :. n: . . '. '. '.' I. I . :' . ~. '. . .. . ~ -:-I-~.......i:::tJ- <:> , Nm. . .. . . . . . . . ~.. . I I ....:..0 <:> 0 Z -0 ," 1...' ", , ,: ':,' 1 ,"':" " I : I] , "", : 1 M~ ifl=Vl:1;::l <:Z:)> - ...., '_ d :1 il ! i:1 d):( ! j!1:':~ ~'~d!:,: ~'Y'1;, :, il I )11!:1:: I:, ,l{":L '~i::l~!.' ""'V'l g M " ::0 : ' " " ,: :: " 1: I " 1 : 1: ' , ! ! i' 1 [ ~ 1 ,'1 1 lj , 'i 1 ,,: 1 j 1! ~ I! ! , ,1 ' : , ' 1 !: i ',; : ..::: -;-t :.... Si 2l ! V'l ::t: ;:...:; :I: , "I ..', " ,.. " ",,1 ., ;, I'" '" J>.....(j,;I......OIi!C, .)> '.",! Vl . . . : '. : . :...:.":: ::'.';.:" I: '; ... i .. . '-<M- K~ : 0'- - "~ i:, ,\ ' I "~;:" j: ,,'::) 'I:: >: ' ~ I' ': j i !' ~:': ':1'[ ; 1,: :, '::: 1i: I '~:t; : ~t9~ I' ;:g' ~ ~ , ...., , , : , : I 'I'!" 'I I ',': I ' ' : ,:;, , 0';: M ;:0 , co -0 ::0 , j " ,',' ,', ,'" ., ,: " -1-lm';o~' II"'" ~ , "', , ,. .,,' , , ,'. (j') """..... ,'...... N , " ' ", ,'.., " .,': , ',' ,-.,.;QJ:>I - . ..,",'.;:g " ':, [I I '" j I ,I:' : " 'i i,: j ; i ' ..:' I "I I ,~l Ii" ~'''';'' ~!"1 z 0 p::o ;/ CJ )> , ], :', 1 " l' ' :, :, ,1 "',..,, ..;..;,,(:l ~V1...... .:Xl CJ :z: ," 1 1. lj" I" '::I'!' '1, . : ii,,' '<.ho :U~rH. . - < ~ - , ;" , , 'I" .: '] ,..'j 'I' :I:~ n;-oo ........ ' )> ,1 " : , . I : : , 1 <::> T tiC;Q n. ' )>,.. a " " , . ,:' ,:", "',::es; 20:!>j ~ , 'I ' ': ': ' "1'1 :;:;:;:: 'f"')I><""'" < / ~ -0 I,' ! ,11 ' i :' : : ,: I :', ',' . "T ,IT j:"') 3a d"'" 2 . 00 :;0 , , ' :. ' " '" ! ", ' '1": . , ,:t; ; f-i' p; 2l ~ Ii ! ' , , ' '. I:i-' 1 ; i i : f ~ , ; I 1 : ,:i., I: , I !!:I)~, ~ M d i; \~ lTYPl . ::;; ':' ('!1 !, 11 i ,'j]: [1:11 'I!.!,:,! [i'!-:,:) ,)1 ::'~ ~r.~.w ~ \IN :1 I : :' 1 I ' '" , : f. .. , I' .. , , i II ' '-0 ~ 0 :?< ...., '.,' " 'I' ,': 11, I ,] , I:: Ii.: " : I I, ":; i " j'; , I: : : I' : II:' 1 : ~ :h1~E; U1 ~ ~ ' ! ii" 'II, ,,' Ii,) " ,(j')' 0 2l 0 - ! , . " 1 i , ' 1 . : ' " ,:, :', :' .. , " ': : ' ,::. ,;:. ,: 11 a ~ , ;::: q : ! 'I: ' 1 :: i: ' , : : :1 i , :1 :!', I': , ,I ' : ! 'I' i:: '. i ~ '6 t1 ~ . : ~ ] ,:!: 11, . " , : i " ' , " "m8~::EfTl~ I <:I: , '" ' ,,' ,,' 22~ ....,0 , ' : , 'I '; ",. ' , , ' r+, "fTl" :;0::0 " ' , , : :: ! 1 1 ' , : ) ',j ; ::,' " , ,II ,I : , I ! " 'i ' ! . ~ 1> ~ ~ ~ " ;-' ~ 1 '" ' " ' ""'," ' ", '~.-. r'7j , ~ ~. .' J. :' ,i I i I : 1 j ,I : , : ,i l.: d , , , 1 . ,I: L, ' '~ ~ ~ :... V1 ~ -;; - ~ ii" 1!i:1 ';11' 1" ii, " i".(ll' !;I'l:1 ' '!I $C?y..~~, II11 ,', l,.N m " i. 1 ! ,1 ! . ' , " ' ' j ," " " '1: ," bDz CJ~ ~ ~:I> ' , '11) "'1.::-: ,I ,J: " i :1] : I') l' "'::1 ;:.) II", I" I ::~I~;;:! I) - ~ \:'f,\OI'l,II'J\iA':01 " ... -l>o V'l , , ;; 1 ' " i':' 1 ' ' , ., : ': i. I """ ji;:i \. ,~- - , ,-- r\1 : -! . 1 . . Li : : l: . . . I . . : ~ . :.: : . 1 : : : . :-fo:.......JI --' ! I 1 . :z: " , ".."" ,...,: :"", , ;, , 'I" j....;..-,' I '.,,,' , 0 ' , . , , "., " : '1' , ; l' 1 :,' , 'i"" , , , ; , ' :; ; , .' 1 j ....., ~ .:, M ,!;l;i::: ';'::llii 1:J,f;1:1 1 ,:;j i: : ,I;: jilid:il :1I!,1;I, I :il 1;1 !' ,1)1 ;~~, ~~:t;ijd SI130L6 " ,I, 0 ," , ," ':: I' 1 '. , ,'..', .. 1 ' j (1'): ,(1'), (1'). (1')' (1'), ,(1') j (1'). " 1 I ~ il "-';; i I "':c: :II " , 0' -. ,N ~ ~' U1 j (1') <did Nld , c.' I. CJ !2 " " 1 0, 0, O. 0; 0, 0, 0, ::',.. I.,.,""".:"" "", i ' i "....;.. 1 . :. " , ' 1 ,,' , I': '"" '.', ' 1 "" I" I . I ' " 'I' I ' ~'" ":"," '> :, ,Ill 0 0 m " G> X ~, ~ -, ,. ~ - -- ~ -- - ~~- \.01' '1.,:ll............conl-.;t"'.;t1-f"'tU::Jo..agn UAIt:. ,...\..\.11 l~lJ Ii U"'-U(.;I-I~';:lI( - - CADD D I -R I > lD 0 0 m "G> I :r I ~ ~ ~ ~ ~ ~ ~ ~ o - N ~ ~ m ~ < o 0 0 0 0 0 0 I I I I , , , ~ I m ' _ :$ i Q1 j 1 i ~ ,! [_' I I 1 I (J) : > ~ / lr-1! r-.J MATCH LINE STA : I '_ I'! , J , ~.~]-f' {,.I I : ..-J ......'7 1 .: -f f -- t--.i: LIt uf '--1 ~: I """'..,...... J S t ~"""'* ................... r- I 1 I ,""",..". ~ ' I _ :' I o -7ft'~' 1 ! ' ~ ___ ~ I > ,..;;:- _ _: ~~~ { f " I ~ '.! . Jr"'-"'[:J-'w" 1 J 'I Z 'I -", i Iii ~ I Y"- I i'-~J f ,__ I ! I :::;;s:::, I > {, I ,_~ j ! S ...... ' "'0 s! I I ~ P I I ,.0 V> t' 1 S 1 1 ...,;:00' :ll I 1 I f l.. 1::01' :s:: c 1 of' J liS c:: ......J>' < ,i J I I t ,ViI ;:0 "" I s ~_ ' ;; ......... I I\) ~ ' " { :/'-J"" t.. J'J' f ,f!i. r-fT1 -' I ......h_~ . ~ _.... I f,=,S '> -..... -- - 1 S _. ' , Z ." > ____ '--_J ,,' OJ>', : 'U --~. -" ...". ;:0 . ' 'U --,-,-"" ~ ' ~ m r+ i o ' - ~ (~ ,.... < . ~ m ' : f\ \\' > . ..... ...... m ....... ~ -........ ! ~~ . .. .. ~ ~ ..... I .... _...... 1 , ' , ....... ,-' 11 , ' ........ ... , , I w ~ j m 1 "'. I 'U -- 'U ' . ,.-::- I ~ _ " 1 ,10;0 ",,---- 1 ~ l o ' I > ._ ~, 1 "'0 ~ - 'U -' ~ o < m o o > -l m ' " , ' 0>>000 ..,! . >-o-o:r~m . COG') 't . -l-o-om>(J) J>;:O- m~~O~i5 ;:00 OO"zZ ;:oc <<m m -Z mmO 0 ,fT10 00 ,;:o~ .. J> ~ ~O ~~ @ ~;:o ~ ~/ ;: .,....~ ~ - " - -c IS> "~''''- ~ ,." n ....., 0" ...--~---- J.";'"-; o ~w. ' ".'", Z "~ .... - . ~ ".,' ~ ~. . ~ . ~... ' , ,": "" . 1. ~-i 1 " , I '. :1 , ' I I ~ I .' ... I .. :' I , ' I ". ... )."1 . . , I .t " . 'I ~ ,', QI .' v>n " z 25+00 Pl~ · . -l n , >,' 1 gj \0;:0 -', _ ' , Z ,,~fT1 , > G') -I . -i '-"'...... · <5 ~n · Z J> In > . .."." 0 r- 0 'Z o ,^ - Al .l/l o ..", Z ~" --~--.!....... % -i ~ - 'C ~ ...... ;:0 --.....-..., . -I .n r- ~ n \ --' J> ,...... -l ...... - - > Z -0, · '0 :2 ..... ..... \ V> · Z " -l , 0 · " (J) m ;:0 ."- - - z \ .'!: "", m -< ' '::i" z \ 'l/l' !1l 0 ' , z ' .f' \- .- ..... "-l m 0 \ ~,h ...... m ' ,)-< ;Q Z \ ,.." ~ ,,)~ . (f) , ", , > C \ ,..' · ~ ' ,,' , ' o ..... \ ' < ,.." · ::J: .' ., ' ._=_ =1_ _ ._~.. _ -.' w' ... ' m -, .- ~ ' I' _. -- -~._- - - I o )> \.. , ' -l ' \ c Z '.-.- I' ~ . .' .m -i " \ ..... ." 'U ,^ :\i'" fT1ZS::: -......... 1 r- Vol '-'" N '. J. :x:" '" . > . . ~ ' I \ NU'I . ~ \ 0, . -<$)a"> _ V>-o;:ov> -I ,.......<$) I Z ('T'1l>fTl~~ fT1 . J ! tJ1-.1N P fTl -IV>;:O + .. I ! 00U'l m('T1 ...-t-t- _ I -.10 > 0;:0 Z fT10"'0'" I' "". Z 0;:0;:0-0 I 'U'I o ""V>-IZJ>fT1J>J> ,\ a">0 7 c.......-IOZ. <$) ,., ;:0-0 _ 0 "- CD> -."'Q- os::: · ,,~ z <. ZJ>V> · '- > ~-o . ~ . · Q :::OfT1 :z r;,;;O ....'.. 1m V> V> G') ;:0 n ,I.. ' ;:: - 0 Al-N"" ," I' , I !2 ::;;::6::E J>J>.......-O , " -t G'l ~r-+~., 0-0 -l>o- .."U'lfTl " ;:0;:0 V> 0 0 ,." · <~ c:::o.,,> , I fT1f'T1 ~--tO s::: " I ~n ;:0 J>O;:O-,' I ' """"""_ >-1 n""O..,.,z., , _--' ::0_ ..-- - , , ~ fT1fT1 ". cs:::,,' -,- r-< I..... Nr-..-' I <:> ...,. ~ ... - '-- , :::eo co 0' s::: , .n ...,., -< J> ' ", 0 n · ~~o,' 'z Al- -0 ~:=;.." , 'l/l mO Z:z --1-" 1-1 fTI::E OG') ,+,;:o:.:!N ...' .;:0 ~ ~ :;;: V1fT'l'" Ie _n -:.:! -IRoo ,8 z- Om :t>::c"'T1~ I~ -'-l-l C CO '0 [1"1-<"-" _ _ J>v> · -1-1 'z ;:0. r-: 0 - CO ;:0 O' -.' , .. .-, . - - I -- . - V>J>fT1." n -0<= :x:nz C J' ......z~ fT1- -I "" ~- ~ .,,0 ;:O:x: ~~nv> 0 ,~ :::I: ::E - ". ":X:o )- NU'I -1;1> < x- _ '. .." '...... -<$)a"> ' o J> -'-fTl.', 'l/l ......<$) I; Al ..... v>. X - I U'la">-i fTI -t n'-'" <::> t_ -.J ..... ~ -,,- V> -J> - ~ o~' fT1 ~ Z Z ~ ~ J> 1::;1 0 ;;!' ~ fT1 (i") 0 J> :::e ',-0 ~' . '-" "'. ~ ,.- ~..........." I'~ U'1 <$) ,,:," ~ ,.- ~V>-fT1 .' ''-'"'' V> ;:OCoz ! . .x>:::Oz · : z""'. Vl I .. .... " o' X> ~ --t I . ~. '-; ...t. ~-'. ... "f" G')...lC::;t> 1-.1 ,.. .. ~ ~ fT1 V"I 00 ~.~ ('T'1 '... _.' l/loo =- fT1 ~ ~ 1_ rr1('/) n ~ 0 :z ' ",-;i 0,. .. . r .. .. .. .. .. _. :::;e r- ....--I!I'.. -::tJ G""> ~ ......---- n ...,. .__ m ~ .." rn ' -I '" l/l 0 _ ...... ;:0 Q P - '-'" V>- '-'" ,.. :x:z + ......-1 0 .-,- ......fT1 0 .-------.- .....;:0 ----' n \ .---.-.- -4 ,-",fT1 '. t ...- ." -n " -------- -I 0 -- - - - - - - o ;0' V> .." ;:0 · n - V> 0 rT'1 :z.': "'" ~ ~ " Al Z "jC c::; ~ P :J oofT1Z~ v --" 00 -r- r- ~ ONUl J> 0 -- N-<$)V> . 1 Z Z N.......<$)..... 1 ' -U'l00J> ., ' J> l/l .. -a">,-"" ' -'...... ! Z rn U'I<$)O'-'" ' , , o rn '''- ,.-: ~. 0 L -- I' , ::t -0 r - e--+< -.... ,-,' f-.... _,.",_..1. ~ c::> .<:r>U'lU> '---"1' . .. ---,--- .. ~ ~ I ~- a"> LJi Iii '-"1, . IT> I Z I, '. fT1 0 I ' , I '. ..' , ___ I -, ___..I I ' I J ' ~ ,-, .-, - t k -.."....- ""......._ __'-"'-' .... V> " '- ==r ~ - 'J L " ~ " -- f'T1 ----.. -..........~ ....,.."...........-...". _.....,............ .. - <:::I: $ gg Z .....- . N . . ~ ~ , > . . - In II II '-'" _U'I m ~ J> qq ~ -l>o- l/l n Z :.,'J :'/ ~Jd S IDD L6 o ..... - 8 U":cdcJ ~ r oJ Ii: 11 , ~ ~ ~ ~, ~ ~ o ~ ~ ~' ~ 00000 lD 0 0 m " G> ~ a." 3474' eonl-3'1~ ~47406 <- ,'," ~ DD DI-RI > DATE PLOTT ED I 06 ~ -m- "" tIl 0") 0 00")0") a 0 N ~ c o u.I 0") 0") , a ~ '" ~ m _ ~ a ~ . a' o . z . 0 J: , , u.I ' u.I o + ~ g . 1lA1' 1 51' ~ z > "ll . ' :D o < . . . . o > u.I ~ ~ :D + ~ 0 ~ a r~ -0 . ~z c ,-~ > ~~ " ~~ . c ~""2-o -" ~ - ..... PN~ ~~ . r -> ~ o ,~~ 0 ~ > ~ ~ ~ - a . ,,"a~ ~~~ ~ z . _'-JLNl> -o,."s::. ~ qO ::r-o- .,O-JLN l>VlO 2 ' , ..f>' ~ r~~ ~ .' .N U) + " l> ' . ' 'lil~~ ::;a~ <;) .' .' ,/ ro > O!~ ~ .' / ,." <,.,,' / 2 ~' , . .. ' .. ~ - " . .. ..~ .. ~.-" ~ ' ,:;;> 0" ' -' . ' .. ~ ~ /. ' ,,- oo' ' . ~x .,' . .. - ,', . . >z ," z · r~ / . . . ~ /~ - r- / C> ..... . , , '" ..,/ '" I / ' / ' / ' , I C .n---. . ' , _u 7 ~n ' > . . . - - . > n , . _n ~ )___ ' ~z z ' -- - - ~c , aro .....CO - . ~> > - ' -~ . " za J ro_ . 0 r~ < '. ."p ~ ~ ~ .u. '""i>' i'i5< ,:> ,." , ::0_ > "" ,_ ~z . -.. " ~ + " ' o · < a ,,' ,//' . a <:::: - ' .-0,// c ,,~- ~" U ... / _ ,.,0" -- ~, ,/ /,'/ M= . ..... ~ ,,,'" ..../ ' c ....,=""., . " ,,/ ' > 'g<>- ~ ..., .. ' " ~ ~ -- ~ /" ,- . /' Z ~. .. .' ,,' ~,' .. ~ _...,r- . ". .. ."'" ro w " ".",-- . . zl> ::r , -2 -~ ~ .. ..' C " . ----''''-~ a~ > " ,z ____ "" 0 c' " ..-".... " ." ... ~ ~ L= ..'" ~ "" .' " ." ~ > . _ N~-~ . ~ >'" . " .-. /. > ~ .. :'::':'!'..... 2- ... g. ~ -.. -" .- '" __ -w __,__ .._'" a" _ ..--.. .oa z" ': - . .---. .. . ..... ........., . /" ..- " .___ 6" ___ _ _ ~- ."" ---,,-" 2" , '- ......... .-.~".. ,--' .,' ~ ~~ " ,_. _~==-- .._, . ." . " z , ' fl'CC10GH'''L92J . ~'" "I · --:c: '.' --;." .." ...",. ,..", ""';1- - - - ..... , ... NC) n.".". zc~ ,,- .. --~ <;) " ~~~.." ,,' .- , _ ~__" I - - -,-' - . '1'- ,_.," . . -" -~" . . -.' ' .. , _ _ . =' ro ",,,,"'_' \ ' ' z , - . -.-'- -'-'-'- ~ ~ R _ ... ' 0 ~ __ .-.-.-1-'-'-'''''''-'''' , . O. .- ... z 0 .. -. ' . ." '1""" - -,,' - , ... - ~" . .' .. _.." , ~.'- - ---., . ,*-. . ~U ........ ."0. -' .4:.. .~ ,,:.~ " -"- - + "'"'' 0 ..,' ." . .... ~... a ! ,/"., -' ,. . . t;._.ce.,"""''':' ... ..c., . ""'_...._.. ' ~~__<'O''''...._.~--------- . " .. .. --- ..... "-' .' .. ..." , ," . ..... ...... ' . _0 'h' .. .....-....". ." ........ . ..... .....!- ..'''61 (<" --1 ' " .-- -,- .. .. ," ' .. ........... " " ' .. ~,h "" .\: " ".-,,-' 0. " -'. " .......... ... a..,.... c. .. "" . ./" 'Y~ . '. -' '> /" , ~d ' - -' ; . r " ~" _ .' f, , .. ,,;f:;: , -., '" .. .. . . . -~-- - 'z .. .... ,,, .. '- / - #.. ~ ~'- 9' /' - .. .' o .." .. , / , ' v > r- . " o (f) ~ -t ~ )> ~ Z . -i r . " ' . m '" . -< ' .. ~ - .. - 0 ' , " ~ ' , m 0 ' , . . ' *' , z Z ~7.' ' P ," > W ' ~ C ~. ' . ,... , . "-l ...". '.. ' . ' / ' / C-i )> ! ,/ , ' , . ' . :D Z .. . ' ' '" " .,' -t 1 ' ! . " ' , ",! r '^ ' ..' ,,'. ..... > w ,,/' ' .,," / , ,...',.. ~ Z ," ..... ' ' ! ." j .. 7 . " \, /, P '-' ," ! > ~C .. . .. ' /' ~ ..z ~~z~ .. ,,'< 'C~ ~o ~ .. ' ,.., ~a < ~~ ,,~~ .. ,,' ..r . > ~ >-a~ ' ., <0 , ,'" >~ .,~a~ " >z > ' z~.. ~~> ' , ~" o /" 00 ~~w ' ~r . . .. ~c ' ~~> ' .. < " z ", ' 0 " , , ~ ' .. i!jo ~a:<lJ;. , ' " ' Cr ro~ > ", " ! za ~ " " , a~ z .. , .. ~ a' '..'. ' -~ .. ' ," ."~ Z " " ~~ a~ ~ ' " -- .. ~ '. ",' r ~ .. ~lii ~ " ' .., :;~ .. ~z ~ '. "" ~a .. "'~ ~ .. '.' ~ .. ~ ~ .. ',,' ~ .. ~ 0 ' " "..', ~.. .. ~~ ~ .. ' " ~a .. ~> ' ' ~~ .. 0 ' ~'" .. ze; , \ .. .. 0 .. .. z~ .. ~~ " ~~ .. ~~ . ~~ .. -> .. . ~. .. ~ ." ~ 0 · .. ~.. .. Z .'" I ~a .. ' ~ ~ .. .." . 0> .. .." .. ~ .. . . ,.' . ~ .. .. ~ .. . ~ .. .. ~ .. ~ .. -- ' ., ,-- " ' o · / :z · / VI ..... ::0 c: n 1 ~ tA- ~2 / ,."..... ~~ . ~~ ' .. ~ ' >~ . ~ ' ~ ' g ,,'// . ,,~......,.. ~ " / ~ ," -. ./ ~ ,." , ::0 -0 r . > . 2 l> 2 o . .... ~ - ~ ! " o . .. ~ ~ !' .. -.. ' . + /' ~ ! a ,'" - .., ~ ~ ' / .. N COl>O> . ' ~-2' 0>" / ::0 2-o~ .....-0 .- -o~ /" ~O"'" ::r :z ~~ (T1::O ::r"" ::IE 25..... · c: / -<:,.~"" .....,.,,~ ~X~ .-::0 / ~).: :i1~"~ w;:~ ~Rl / <; 2:;O::O~ Nl><3"" 2 / f71 0 -0 - ..... ::0 VI :;:0-00 . ('T1 :::o"'"T1-tt'T1 z " ,~~Q r> ",a>x . 0 ~~n ~n O~::O'-- , > ~ > ~ r~ " r ~~< -~ <~ ~ ~ . ~ a~ ~a~- , ~ > >0":; a~ a~"Z . ~ > ~~,." 0 ~",,::oG"> - > ~ .. -' ~ , ~ >~a ~ ~ ~ z n ~ za z>~ o > r~l' 0> >az~ ~ r 0 ~ ~.. _a~ ~ ~ ~~ ~~ ~- ~ o ' .. >C<;) z~ ;:g~~ , <z ='~.. 00 ~~i'!.. .. , ~a a~> ~~' CZ , a. ~~ z~r ~ ~z ,~~ ' N ~a ~> za~ _ ~ ' a~~ >< > ~ ~ ~.... ~l> 2::0::0 , _ _ ~_ ~ 0< ~ -- .-..~ - ,> a ' ~Z" ~r -a", ::0 2 0> " s::ol> co ~l>~ _ 2 ..... " . VI \~I 0 I ' . _ z" ~~ Rl" ",,' >,'1",,"01 ,.".....2 0 ~ '11'1 II az~ ~ ~ ' , ' O ,." VI s:: _ 0 2 < c"l'" Ii' SI A ~ ~ .. ,",' 130 L6 V- a ~ ! '<;j ~" ! .ij . .. ,. "" .. "" G> J: ----- -- --~ --- . . i [Jl 0 0 m -n Cl :r I CADD OJ-RI )> I I ~ (T) (T) (T) (T) (T) (T) (T) C) - N lJ,I ~ U1 (T) , I C) C) C) C) C) C) C) , I I , , :II I m ~ < 1 iil , (5 I Z I (J) , , . I I I , , I J J 0 I :II )> MATCH LINE STA 46+71 BACK ~ I STA 47+00 AHEAD I z ~ I ....... FOR CONTINUATION SEE DWG 6 i I )> + " C) " :II C) .. .. RUNWAY 35 0 < I\) m 0 " )> " " :II 0 < m 0 0 ~ )> 00 -i + m C) I I ~ C) I I I I I (.> :II m I < .~ I iil 1 (5 U) ,- z + .. CD C) - C) I ;:: :J: I *II ~ , i 0 n I I ::II - 1 )> - I ~ z U1 \ C) 50+00 \ )> + " C) " n j :II C) , 0 A 0 - ~ I -~- " CADD 0 I -R I)> I lD I 0 I 0 ... r m I 'T\ I G) I J: I ' , , ~ <n <n <n <n <n <n <n- ,0 'N ~ ~ U1 <n o 0 000 0 0 , . i I ! : :, " I '- ! I] , [:: I I ~ ,',',.. " I ' , ' . < ' , - ~ ~ ;! rtf,' , ;~~~"" .tl a ,',' ,: '!, ': .. MATCH LINE STA 57+00 - FO~.fONTINUATlON SEE DWG 7 01' , ' : ,II:': I" · ~ ' '.1'1:'\" "'1\' , 0 ] , ...' , I' i,..: :,' , " "" '" 1 '- · "--;..' , ; Ii i\ \ " " .. . j \ · ~~ "..~ . n .: . , .:i '" i, ',' ",:1 I '. . :! ]:' -1:, !:':, I,.,' ,I I\,: -"" ! ',/': ; ,~) ,; 1: i\::.) ,;' , . ' , "; .., 1 ' ," " ' , I . 'I .' "f i , ! ' , i'! i , ",,!!! i !! ,i! "I i ' i !! i ii, '"', :" - I \ f' · i rd f d, I' i ! , - :', 1':']1 '.::]': ' ~', :.l: 'l;':] '1:" ".. I':: "', : "'" I;!';: !,~Lf!![(li'(1 i o ' 'I .. , .. . '"" '1' · ':' ',' ,i ,,;: "" \ ' :u .' 'C)' .. . ." " ' ' \'" , ' , )> , ,,' .-r. ' "'::' ,,:' · "- \ 1 .: · i' '\ V " 'r\ \ \,' "" .. , , ' <..N ' ' ' ,-'" " ' ,j : 1 } + ' ' -, , . : :, , . '- \ 1 "1 % ' , ':\:' \' "- ' ,. "j ': ' , · .. ' · ,1 i'i' " " '--' . ; " , 'j . ~i. :u a ' , ' , " · 1\ o" · Ji ' '11 o " '. · "1 ;ii ': I 'I" \, I, ,") , : Iii', I ' f\) 1:1. , . " i ' , ' ';" ;.' \.. ' 1 . . I . . I I ., , ; \ ~ , " )> ". ' :.' 1 ., :, \, ./\\'.\,~!ll\\i " , ' :. .\ \ 1 "")1. \\',1.. , ~ ,I' I' ,'. : I' , ; : \, ", i' :' )~/ r (: I' Jl) u ! i , m " ,', : ' , " '- ' , · j, j,' , !; i! ( . : .. . l /";. ~ ; j . , 0 " , , '. 'I ' 'i' . I " ,I \ ' I 'j \ : ((I' I ' , Ii' . i':' · , . ...... 1 { , ,... ' , . " " " " . \ ,I ,;, ' : " . '. , , , ....... I . .' . !. .. "-; -~; :_' _ ~ ~ .: . , ' . ' .' , , -I:.. j , " ,i " i), . ' , : . '! \\ hi :.: 1 \")',''\\ t m _ '." T], I" " ! ',' · I ' ' " " , :,. 'j · I " ~ j ,(; ", Ii. '\.\! r" , '-'II · ' " I' , ',' ' , · \ ~ ' · 1; ,; '" , , 0 ,,' ,- " ' " ,," " . ' , =e I ' , "t , \, ,": z "',, n' ' ",' .!" l' , o , ':, ,:" ", " 'I · '. -,' ' 'ii ,,! ' , " I J 'I : ".l" ' ,] I ' , : I · ' , <.N I ' . · ,t , '. i 1 · , · , ., ; .. , ' ", , , , ,. 1 '.( '" 'i' 1 i" _ . . .' . .' .' . . i '. I . :' · . . j ! ;,'~ l j ,- I i r :;: . 1 ,I " 1 : ; I :! .,' SlA :59:+'48~ I .i.:" I, ,I ',I, : : j 1 i j; .. , , " : ~' ,':' . '. \' \ :', :! \ i ,! Ii ' ; " "": -_~~,,_:- ~~~---F ,.L~_._...;.~.... ,L- '-_~___~_~_ ,1L +LJ_L JJ en ] i" '~I . , (\' \, ,;!i!l I ] "1 ,] :; !] ']!'::i']] I": II::'! 'T ]:T1' Jl'i' : 'l'lft0.1 II : \ ',I 1: ~\G \: it (i:! '1 '. ' .:, "I; :: · !'." I" , ' , · ' " ,'. r , \ :, j , ',I ';, .. ' ' , " " ' '. ' ' , , ; "- " . )." ' " . Co> ~ ,,;! j" , 'i 1 , ' !':: ' I] ,',' "AJ' ' ' , . , : " " 1 : \ · \ \ ) III ';,! iii I <" :" ,.., ',' 'I'" ,,',,': ,,','..i.._:,,' ~ .' " : \ ',~'i" I i ,m _ .-. ,; , ' , , , . , , '" " ' , ' , " z --,' ; , ,I' ~ ,'! ; I I : c.o "'. .. i 1 :'. . . ... . ". :. ~~ :: . ' , "','" i~ ' "~ 0 !] I:E ~ ii : ' : : '. ' , .. . ii, ~ ' 'ii l:!,' t ]: i ' I ,i : ]: : : i :: ~ ! 'I ' ! i; : , , , :'; i " \:: ~ i ~ ,\,;'!'. :1 " (,D 6.i 'T'~' '1: I ~ ::1, ! j :: j', ::: ,; j:TTT!: ~:! ':'<h~ · · I'" i'l ' ,6010 '\ .~ '1' :If 1): ',:\\',; " :: ..': ':' I;:' : ." ;:'" i" "';:!;)O':" .', 1 ' ',' , If}' i. i,\ , 0 ,; 2~', ] ,": i: .": 'I :"',", ,:" ":: l' ,', .': ::I~;:: ". ',' : I'" · : ; '\\.:' 'i",', I:;" ,J> I';' I' ]. .'. " , '.. ,'" . , "i ", '='..L ,.' . , ' , ., .' " I ' ", ' ;";,,, ,," , " Vl....... i : '. '.' : '. ". , mCD> ".' , ' i ' . 1 I " .,., , " ':', ..\ <.(l -<.. . . i-. . . . . .: .: ' . ' , :: .': "',", " _ ; ; :'1 "'tJ . ! : . ,; :" I,:):;! ' : , ' JJ: j':! I:: : L I :: ' , : ,il I '~, ..; 1 ";:" '.,. 1 \ : ' ii, \ \ '; \ \ . .\ \ , , i .~ rr]. ;",: 1: I :,.],; 1 ,: ,. : ~ ' : 1 Ii. . .' !.' , , .: ;. . ,II" .: i ' :. rr:: . : i .:. i : I ' \ :' . ' : · J r ! : \ \1' '. .;\ '. ; · :. :':; I. T'TT 1 I;i.::, 'I: i: 'II '; ;,: I': i.' 'I '!: · ; .: ,. !' I'. ;,: ' ; ': , .; "'1 : ' · · ' · " " ; I , J :' I'. 1 ':,:'! '\t . · ': '! i I' " . " I." Ii : '1"" '. ' , , !' , i 'i' " , 1:1 , ':' .', . . , ' , ; "i ' , . '. ,', , . ' , ' , . ': ' ' , : : .' ; I" i'" I f I;; 1 ,~, ~ :.:.1.. .;"":! 1,1""':j';::: 'i':' "lli1::",.,;;: '111:' ':1 "','';:' : .: -. ,r,,:, '1':' 11;;<,!,--I' , :e '. .:. , ' ,,' , · · ': ... '! '. '" Ii I' ' .' I ' · i ,:!! {" i z ';:1 :i,1 :'!"', "":'! ',. ': ,:,' ,": I": ,"; i Ill!" :111 'i'" ,.., ' ,: \ : 'j' !'" .-. ,," . : "),, " ..,' , , ,,' , .., , ' , , . ' ' .', - '" #. .. . ~. . .:. . .; . l' . " . I ~ . " '" j' .' I )> +~!:: :~'l :::,,~::I : :j,.,,1 '1,)1 I. ,'i:: ::.. ::1-' :ii',i ;:;" : Iii I::: : . \ ': ! :,:I!~,: ,I'!;i~-: " ,,,' , ' :'! : r: : ,TTTT1TT ',TT:',;' !! ';" , : i" " :,' ,:'.'. i'" I: ' ': ' n' I ' ", ,'~,' \ i : . " 0, , ,', ., "I · · .! ."1'1 ' · I " I" . i' I 0.. , \" ",' '" :u _"':: ,.. ,':, ' " ," ':' '. ,:' :. ," ", ': ' : ' z.' i ' '; ',;, 'n," " ~ 0 '-' ' , ,', , '" i ,.. VI ' · I " ',"' ..... . : . . .:. .. .' '. :' . :. . . :. . . . . ~ I / '! i . : '-~ I ~ ',. ';ii , : ' : .1' i i :: ' ,';;':! :,!' I. I' I I ,II "']:1 I, I: I!;.", I ,.:! ',1:, ,'I ' :, : ;a.. : , / · i' ]'; \'\~\: ......,b 1:1 , . , , . . · · . ' II: j" I' · · j' 5 c:: ' / l ,. i' ,. "~, '-:, ". ,:,', , :" i" ,'., ' 'Ii '., ", ' ,..' ; n', ' 1 ,/.;,' .' , .. I' , '. Ii .., . ' ,-4 · " \ ,: \' )>" 11 : ;.!. ]!: , . 1 ; I , ' :! ' i . ; . , ,: "I" I: :!:; ,I .' o'! ; I " ~ ;' ' I . \ , . .'~ ~ ~ ' .' U'I " "," "tJ :;. :: . ; . ;. ':. .: . .,.:z:' , . 1:. I. , :u '! ' : 11 r ,'TT, IT,". I · : I':.:]]: 1 'II': I' :' ", il::', · " .' -l>> ' " ' !. · 1 . '; ! o I I' " :": .. "I' " · · 'I!' / r.: ~ ' 1 "'I ' i .' < . .: 'l~ . .:: .. .' .. j . .:..' / -; _1 I 'j :1. :'. " m " ':' , , ' " 1 " " ' /;;;::: ":z: i , i' , , 0 ',: "I ,',' I' I: -:':;: 'I 11, , . I! :' I'll ,I]: " "..: I. Ii,': .'.' / ::;: l M ' I \ ~", ',: i )'T",<,. ;', ' - "; , I" , I , ' I] I' : .' , " /., VI tC ;;0 CT> ~ '. , ; 'i') ;', '. . . . . . l ... I }'''1 " { .: o <n",,' , , ., ".' , ~ n un I " ",,," '; ';, " )> N I ,1:, · , , ] '" 5] . i., ,', ' :" ;:', " - · / m -J>. 'i \ .~' '~' , r"I; -I . ... .' 1 ; .; :::.: j ;. j . " ;. ~ j : ---I . -0 '" I: \. -, , 'YJ,;., +, ' . T " , ' · ' :" ' j j -< -4 \" \, j" ifIlil m 0 i' i " , ' . i]' .' ! :' ' ,." " I. : '. j / -0 · 0 ; , '.; .: / f' :tiftl , 0)>)> 0 0 1:1 0 :: ' I: ;,' ;., "'I'~ I .] I' :1: L 'I' ',' " Ii, !'. , : ~ ; : ;0 \ ! " · :' i',:;{ ,i;: i. '!!:" )>:g:g iP III ' ' ,! : !' ,,-. , ' " ' , . ' 1 " 'f'i.~..;' Iii \\J ii1:u:u 0 ~ G5 :' , ',: I ":' : ,""', , " . '., ! ;' , , 1 " J ~'\ :, ,i OO:l':<z '" ' ,,' , ' · i, ,a, 1 \' '>i -'" ~ .']:TI.T 'T"':'l :;..' '1':. ~ 'T', T, , !'''::: ,. I' ' · "I' I \, ii" 'I,' ~ 30 e~e ,i, ';1' i, i :]1< "!" II:!': ':,'::':' :J ,1 II:; ,:] :'1,:: I"::] ':':'I:;li .1. ! : 'I' I, ?,~1;1 ';:\c ;,.1,' 00 ' . ]. '!' , " , , " , ' ,,', , ' ." ' ' . '" 0.' . - . ' , "~" '~ 1 " "T1Cl"'T1 : I ~ .. '; :........ ~ '. : '. .':" ...:: ~ . \.1.\ ..... . I .1' ~ ~ "', z8z ,..i 1 ::':;, : '. i.]: !: ! ..,,: '.~ ' :,:': !' ,,:. :, ..., ::: l' "., "" · ,"''', ' \ ~.!, 1\; Ii 1<" !i "" v> "" , '. ,',' , , ' ". , . , , ' . , . , :., ,; , " . ,.' " , ' ' , " I .. . / '-, I. ,\, i \ ",', ), 1 ,'i ' " :;;;;,' <n ' : i, " : ' ' , '; , : " : ' ~., , ' , ' , , ,: ":,', ' . " \ ,......" ,--/', . \.',,' 1 j., , "<' ~ ;t. .!" II' : :' 'i":. I. ::' : · ':. ,+. j ,"';, 'I:'!':' ~. I' : ,. ' · ,',: · ':. I' .1" I ) :': ':'! \ · " I'. '!:; ., , : I '<', ~ '-' , 'i' · "", ., j. . t',O'! . .. . ' , : .. ", · ",,' , ' , /'i .... .' .. : :.1 : . . .: ~ . ..... ': :.. . . ,I . ~ .... \'-.: ~ 0 '," ',:, ,], . ,; , l' ::, ' , ::1, ,",,' :' ': ',:.....' :',1 ,'., " \ · ','" .,j t':' ,(, i;l 1 :; "! ]; I "L"" i' II !:, ': : I 'I ' ,'i I' , 'I ,::':,;. j' " ',. ..' : I ' , · \ 1 , '., 1\ 'I ' " ~ ' j' ' .." I'" ]' '" , i""" .! ' , ' , ' , .., " ", ", ",,",' .., , "",., " , ,'", '''I , :.' , , , : . , ,; ",: ' , , ,:' ;' .", .':' ,:, , ' .' ; , ; : : " ,i: : , '- . \ 1 " .:' \ !, :, ! ' ' , . . : ': '.:' ...; . . . . : :. i:: : . . .! . j . ;.. . . " ' ' .. : ; ~ ~ 1 ... ~ !: ]. ii ;: j ; ! i , ~] . I ] : ! . I : I ,i :: ,: I !,:I.::,: ' :;] I,: I I, i: i: ,: ,<!; ,: ,;.' ill; j: · :" . : ..., i " \ \"/"~: \(~::);) i ~ ) " ,.. ':.' "ri:...nr.'...',.. ]]'" '" , ..;; ,,' i ". "]1 i '1"]'.1 " "~ii'"~ I "]: ".,1"" · \ "l~,!,. , I' ,'. ' , , , " , ",.. " , , , 5 · '.', · ' , ' ':' Ii ' . , ,,' " 'I' , , /' .... 5 ' ' ~ \ ," , , ' . ' , , ' , : : ' i ' , " : i ,:,',:", "',' :; ii' , , i ." 5 , . ' - : ' ' " ;, :' 1 " . I..,," · , I . .' " I":' , , ' .. . . : ... ~ . . i .: . : : i '.: i '. : : I:. . . . : ..' . I " , t.."f I . 1 ' " '''''''',', "',..,, "I " .,,' ',,, ," ",' ',' ',', , ' ""\,.",, , 'i' ' i. ,f i ; , 5 :.: ":: ii" " , I:,::, ' " ' i' : '. L 'i, :, ; " ;,:""., !' "", i. : ' , I: ., -. 'I ' . : \. · ~ . ) '.'~; . '- ~~; , " ,'.. , -" " , ' , , " : ,",' ,. , "'" 1 ' ",' , , ~ : ! . : 1 .:;: :. . . . : : ..: .: . : "; 1:' ". ::' . . \. , 1. :' ...\ l'; ,(, , '! · j,,:, ," ." '1! ,'..': I ,:" 'i' 'Ii ' i" , i" I ' ,I' ' I ! i' ]1'1 ' : 'i" , ; , '\ " .,.' , I ,@,: <n .i" I.."""",.., " I' . I'" "I"'" ' f , ,", ," <, . :; .. . . . . . .; ... : . . .. : . . . . ' 1 . ... .... ' ~, \. ' .. ; . . . : . . . . 1.... . .' -' 'f'''' " ~ :;) : ..: "d]];, ,::::; j '] i] · i ,'. i :]:: ] " , ' .. ' : ;, ] , :' j; i ' :' · d ' / k ~ '. \ ",; ';: " '< , 01 6 ::! * ' : I ! :: i : ': I' ]i::::] ] , · i ]::' ' ]: ;!': : ; 'I: : i: , :] : 1 . " , ! I : :' '1: : ~ ' ;' \:' " ' , X): , z 0 : ,.. i' ,:' , ! : ' i ' , :'. : ',' ,I:' · ' ' :; 'i:l: : ' : '1]"1 · /:e 1 ' -" \' \~: - ~ .'," , , , ' .. " . '. ' .... n . "'1" ----... : . . . :. .:: ....: !:. : .: . ! '!. . v"'" - - -.... - - I \., .~ f :"';", ,,~' "'ll :, ,:]!' i;;:,: j " ,:',' j JJ' 'I, : 'J! ; I . I j ,! I I , I I: , i .l !, I:" :;-. ~ I "" ,/' ,': ~ : !P'il :- c' z ' , , .. , ' ; , : ' " , ' ' , ' , , , ' , ,;, , " , · l- j , " , ,'" ,',' " ,; " g I ; l' .. ]:!I!I_$lA]1~~~_: .J')l.t -ilL ,.ilL ~i -':~J ] :.:.Jl IJ_ _' ~~' 1 I, '-""'.m ,_ : - --- ..."""""'.._ \1 ,,_ ",,-,/ / ;" t,i(;h:(~ -:, ~ ' " '! :>]]1 Iii: i '1:': ':;' 1 ]': ", I']' I: ': :"-11: : 1"1" '.:, ~~ : 'I """ ,,-.... .'. '. ..,-' ........ '., ,- '''', ""-' -, '-'~\~\~'~'';~:\\ ,H!f " .- ' " " " , ' , , j , "1 ' . _" -' "-, . , "," - - "" "" '. '. "" " 1 . . ::. .: : . .' . :'. ~.~~ - _.....~ _~ .... ~~~~ _' - - -to ,~.....'~ ';- .~ , " ,,;~. '., I'~ ' ':' :.]:' " "I" ! i: ,":'. ,,' f. I >~"''-'3''- ',..::,_ .._, ........J0;;o:. ,_:,;.""'".~:;::: ~d"~"'-.:..:';;:"!:i:,-~;' :::,::..,~"-'-:-r:'::j;"\,,,,,,,,.-' -........., ((i})';') .. ~ ~ ':Ij: ,I .!: I:. :., I,:: ':1' I': ' II" i;': I" , 'I '. ,'I', i] ~;o";:'] ',I ' I ~",,,:,,:c--t"'~;;;;.,=-'::;:::::';~~:";"CIT-'~~;;;;;o.&~~:::~::'~::?:::':'::.....,....:..,::?:::"':":-:-~" :,:,>....~'::::"..,',::.:''-~~,,'\~>.,.,.. ) : ;l~//, (il -, "i ,", !' , ' · ' ':,;;; i, · i' :, ~-,; ::i "" ,'~'....s;;;,~ry^..~'i.~,- -,::tr::lO?::'~..:-- ~y::',c,:....,.. - -',',; --" .. -..-' ...., I, .... " ,\'.~""( (J) .-."" """ ",'.,. !5 '.' "i ,'z;:",.", ,,1::',"--,_ """,y,..-' _'......m............ 1"-,,:, .' . ',I' '. ",,'" . c ..,.,' ' ' . ' ' " ' "" , " .' "....'", "", '.. ' , . . ' ' \ ,'" , ", ~ Z:l> U1 ;.!. : ~ '!,.; ::: i::: I. i ,; i i: .!! I,]" .'] ~! :; ::.] I : ]' ]' ~!:;:-.I ,:,' !il: ' · I" 65+00 ' .,: \\,~,,; /'i: ~ +'-.'1 ",'TT"q j: ,'., ..' ,".; :': :. : '" ,. '51' T ' i, . J.,,~,': ,. 'i' 5:" '. 'y, ,,' Ifi' -l r 0 i: ':' ::: I. :;:]:;':: ",..:: j:: - ' , , .: ::' 1','.: ; !i:' ::' '. i:', , i' ., I , :: ~'o.:; ): :' j, ; I · 1'-" ' ". 'l\'t \'1\ : fif'fi:;! (,D m - " .. .." '1 .., "". i I . " " . , .!' ,:2:' I' , · -, .. , ' '-' ' " ,,', , , . ' , , ;'" ' ,', " :' : " 'i' > J'!' :. ' '" . .', " ,1', - , "'''' ' , . ' ' ..", . '.' ",' , . ",\ "",' ,it Z . . . :: : j : .:: '. . : .... . . .:. . . 1 '. . ~ .' 'it.1 I:;, I -< : ,I !:,], :::,::::] .j~,,!): :':!';';I' :':' I.. !': :)i ,! ! I' ;,~, 'I" ~El; 1::: '.: :] " · ! ""'-- -" "" , .\ 'I\,Vij! :rf.iJi, mz ' . ." , ", " ",' '" : " ,.. . .' " , ''':' ~ ,I:. , " · , .' ~.- ' f!f;il:!itj . .' :. :.':':',':" :. . :. '.':: .............: :.: .' , \ <..;; 'r:il '. ' -b OJ' , , ,.' , , 1 ' , . , . : :' :;" ." ' ' , ' , < '" ,,' 1 ' . I" ',' , z 01: .~ rri' ; i i;::: U j: i::: T ;: i: : !, i: I ,:i]: : I :: ..: : I,! ; : i ,d : : ,'1" . j :: j j;; ':: 1 '-. · ,/ :\ I ~~ ';: i ,\\\j ~ ~ Oz :!!rr~t~1 ';Tr]::i ]]!~~,[!]' ': jj I : ,l.:] :, ill j I:~: I: ] !1 ]:l!:] ill' ::]] i:': ::1 \, : ! ,..".--// :,f.\\h\ i'i'll'm~' : ~ ; p~::; ,,'1,,/" ':;:;;' :,:,,::,i :: , . ,) .:,. ],,' :Ii :i:'" ," i:.i .,.:, ,: " : 1 -", ',i' ~::p\ \ ;:>~" " " ",' . , ' , , , ' , , , ' , , '" " " " , ., , , ' , , ' " , , , . , .. '".. -' , '''t'' ' , ,^ I:, > 1, :, ; , . l' ." , , , , , : ':" " .,," i' , .., 1 ' ) ,'... ,,' , · '" " ': :~<.', .,' V" " Vl....... " , , ' . ' , , '. , ' , ,""".' ' " ,,' , . 1',', ,., ' , , ~, , I'" :,"" i f > :: ~,.. -::: .... " ..;. .:: . . . . . ;:..::: . . . . . : . . . : ::.: .'. .: :.' ~ : . , ~ '..f: '! : i:~ :u C :: l{':t',,! :,;:"', : I, 1 ' ' , ,.) , ; . : . ., :, 1 ':: ":, " ;;:', II !]; :,;,,: , I: I '. :' ,. ,,!, · . ' ., ., :'- ';: ,~" O .-.; .. ".. , " ....:' , , , , ' · "" " , , . ' " , , ],' · - - --- ---- ." ", I ....,. _ --:...m': ., .., ~ ...:.. j': l' ... 1.lt-1---1 ---:__~__ ---.:....:..~~-:..1---..&o-~.l.-__.........____~~~~.. "'" -..-"'"'""'-'....."" 'I.e. ~ -': " I. 1 .'" !:f' en ,,,:<.,,;, "",,1,, ,;,,;,d, Li,,,,,, ",,,,;i, ;'':i' " ,i'T;;, " ,,,,,,r;-:;TIdf ",,',TH '-. : ,.! "II~" ., ,,1 mo):> + i;il '.:1 i'.'.'". '.i.,;'.' '1"I'j:'i' !'''''''' '.II.i:" j;,.~.,'...,--y','1'" I':"":; ",. ":;:,1,' · ! """:;I;fJl~'~' i \) - ' " , """ "I!" , , " , , , . ....., · ' ;'. ,.. ,5"" ' '\' , , " , ~ '-' ,',' """"":':' " ' " ' ',"" I ,.,', , , "':" , " "'" , , ',' · 1 , .i ,', , , ' " ,~ .... !'" "," " , ',,",',' '" , , ".' '. '..' ..': ' . I,', , , _ c _ ' .,', ., ,.. " " , , , ,., l" . ,., " . ' 1 : " 1 1 ::D '-" .::.: ..:' .. I' :.:.... :....: :.':. !':'.: ..f. . ,:. '~ ~ , !" ~" ,':,:' I ,:::,;,,1:.., ,I!! 1,,'" :1], ,', 1 :.,. ,11 : nm::;'! ::: "I'! ;,'; '1'] \ · \' ~!t{!ll'i: '" ,,-: " ;;,: "i, :,':,' ~: ;', '::' ' : ' " ,': : " ,', ': : ,i :' i '" ; : · , : ' I :' , : . : ' , ; :' · \ I ";;' :,; ..if .- (J) " . , ' , '" I " . ' ' , ' , , , , , .' " ' ..' '" :,. · , \ /} ,','.'. "i I ' j i; Ii; J ,:.];]! i III :I. ' : I,]: i' 1: ; i ' 1 i i ii, i : Ii: : : . i ,: i: ;; l ; : ~ I : :: i': I;! ill' ::! : i ': ijl.l:f !. -z- " ',. T:'i; ':f1 'i:T';:,: ,;:.". ':' i,' ;' !')'. .: '1:. · :;:;:;I:! i,l: ii,,; 'It "":i l::'" I'; · I' ',,;.' i'i ; <,:- ,.. .., ., .. · .. · I' ']' !'. "1'..'" ! ' , , , .., ! ']' ". '," ' , ,/ ", r:il , :;' ,,;. " : :, j , ,. '. , ; . ':":' , " ' I.," , . 1 " ,m ,'" " ,,"] , ' ,,\ . 1 ~ .' .. .. " , :... . .... :.,::: :..:...........,' . ' , \, .. :. ":.' ., ...::. . _ ...;.... . :.. . , )> I ' ' , , i Ii, ' " ,,' '" .,.; ,'I I ',.:'" ,: ,':] : ). ii, , 1 :' " , :: r", . i": j, i ~ ]]' , if' I ' I '''. j \ \ i,' , Z ' .. ''',' " I .."" ,.. I' i1' ~", " , " , ,. ,'.\" '" ',' J' I, :. ':l .;.:; .::: :......:..:.. 1 .:. .. '.~ :', . .:: :"':' . ,t;, i "fi ',. .-<.:, , ''='' ", :" ",", . " "":]': I ' I' ,; ., 'I. .. '. 1 ,,, ,.. 'hI.!: " ,: · ..' , : ,! · " : '1.ti. I " " - .. ,.. , :' ., " " ' ,.." .., ,.,.,":: ' , I ' , ," . i' ,I " "'" .-...' 'i i''', " " , " ,'," .. "'.:' ,", :"" '" ,'" ""]. : "," (, ,... .., " . " " "; :, ,.,,' ':' , ' . ",,' . " ' , ' "::0 ,: ,,: . , 'I " . I,'. I ,I \ \ ;,' t l> . . . 4 . ~: ..: I . :" .. .. . . . : . . . I . . ., :... . I . ,. l::t: . l \.'. ... , QI z ....... :;1. ,i'. .;"".)1 ':ii"':: ' :!,; .: .:.::!":; i; :'.' . ;:1:::;1 '::.:::'2,::1 :ll! kili]ii., . \ _,!i 5"\:'-' p" ')> + :.:i, "': ,,':i,] 'l-'I~ /il' .,:'j'.' '1';;:::';: '!::"';I' ::!'::;' ,,:.i,;.:z: :'1"":' ;':;']'!' ' . ' \ !: m')}j: 1>;: G) - : 'l' " · · · :'1:' T 1 5' 1l5' .,.. ' ." '" i.. · " ,'.'" , / / / J\" m '--' :.. :.: ." 1 . '.. :....: : I 1 I: ! .:. ::.: :: . :: :: ". . :: :.::..., . ... . w 1 i ,~..~ 1.1> ~ . . l',J:'.. . ::" : : . : : :: . j : -:: ; :: i. ::::::: . : i :!.:, . ! . ! . ': :::' ::. , '1 t ; .; : C. .' ;s:: 0", ,.1" ",: I' ," '!. ,. , , ,,' " j.' , '" ""I I" , r,- ." , ' · " ,', I · ' , .~i'i ,'! ,)i,' m I' , ' · , ' .:' ;' · ' ".' · ), .".. " , , : 11. ']',.' : i : , ; : ' : ' , '..... . , : ' , : . 'I """ :' · 1 ' I' "; :"" " " z ' . " , " ' , '.. ,." , , , " . ",' . . " i. :" , " , " % ' , , , , " : i" ; .,. ',' '. " ) ,I . -l ': :; j, " "':'! I";' i:", , " , ,,' . ':: '\' :'! .' , ' :' " i I: .m j I" " i':' ' . ' " · '" , . .1', If ' " . ,': j " : . .. , ' .. : , ; . , ,:, · ,]: ' , ; ;:-:;' . , '. ' ::;.:" " ' : " -: .' ,; 1 , 1 \ ' ;\~~ \: ~ " I, ; , " '" j ,', " , " ," , " " " ,,' . ' ,., " , , " ' " . " " <, .. ., ..... .....;: ..... ..... .. . .... . ... , "j . i " ' , :'" , '" ,:.', ",.: "',' .' , :.", ' , '., '. , I ' ;, . , ,] ,'."': ' "..' j ; . j : : II:: ::, i L;; ." 1', , I, i' : . ! : ;, . ,:::,'. j...,:,:, "." L I, . " . ,," "\ ,,( I . i ' ~'I. ']' ]' , , !' ']' " I':'." I'i · ' · · " ].]. ;1' i, ,.; 'il ' .'..:, I" ':' "";'. .'".'.'] .]" ,:;;' · I '. J ~,\~'.\\\ \ \ \ \ 'l'\\:j ',' k.,.-- -~ ",. j 'I' ,.'" "'" ,,' i' ,','. · ,'., " " ". ,,: ':' , " · " .. '",; \ ' ~.. I . . . . . .. . . ,. ~ ... . ~ .. I .. : . .. : . :.. . .' ,~" ;,1 - - "; i ' : :; j,,:,; i 1 '" ' , , 1 " : :: . .. "'!' : : ," ; : , : : ' , I: ' ' : ' ,. ' :;." . .':, i " : I', ;'.' 1'\\\\ \' \ :- ; ", I. r -4 ' ]'" 1 :,,' ;,',:,' i' , . ; ; ;' , " ,;::,':: ; " :,: , 1': ' " ' ' : : ' ': ;" ' , . i ' ,; : ,\ · <\;' 'i\l '; \! , .' ,r-<: ',. ,,:i j' ,,'!. ':::;" ':':" .':,! ",:.. i ' '" : · ',: ::, I' ,':" '1,1'" "'," . "'1"'1\1" " .' 0, ' , , , , , , " , , " " ',' , , . i ! :" ," ..".., ,. · I' · " j. , -0 " . ",.' '. ' ;:." ..' ,-' ,', .::.. ", " , . '1'" Il' , ': """1;0 : . .: .. . 'i".: j .:: ". : . ". . .;. .: .... ., . . ""T1 - :s: , :>,; : .1. .. .. .. . ... . . .. . I " . . .' ',.1 ,. , ' ,..." .-. ,,' . 1 ,,' , , , ' , , " : ' ". : ' ...,.. " .. '.., ] . ' c:: N ::r: ' ,,'1'f" '.\) , ~ ...' ,. ,"'" ' " , ' , , . , , ' , , ' " ,,' ""', , , , ' , ' ; ""'" , I'" " , , , .. I. : . ... . I . ... "!. ! ':' :. ., .. . . 1 . ~': '. ,"'h..._.. .. --t ::::: '*t: . > :. ,! . . . ~ 0 00 ::. I : lj ::: Ii i, Ii: 1 i' : : 1 . 1 . : : ':. ,:' l: ' ::, i), iji , <'...i,'",: i ;:;; i ,: I. .:: i ) : ii ,,:i "" \, · ", c:: ~ .' ," '- . \1\ \ \':.Lx..-r' + ]"ii '., '..,'" 'l'li'j ,"," ..'..'" ." '" , 'N"'''' '''':'''' 'I' .", ""I"" · 1 '. ;oVln /'. \\' i\,\'\",\ .,-,:e _ 'i: :ii':::ii:: i I' i:' "j:::;: i;!':;':l iil :i: : i::::::i::::; : ;ii ::: :!:.:liii; :'::1 :'i:", . ~~"-'~. (T1--1~ . ~~_/ ;, :\1~~1:\ ..". , 7" :I> 0 "': .' ..,,,,' : ., ",..", 1 :"..,,: 1 :" "" . ' ' , " .. , ,", " :: 1 " , : " ",', ,,' ' , CU'l \ " \ \ '"" >. , I _' , 0 1, :, ,::; :",::" !':. ; :: ,":' " i ' : : i '. ,.; .!,. : \1" , . ,: :: .: ':; ~ : : ; i ; " ,;: j , ' '. j ''. · 1 nOJ , '11\\~ t~\'- ;, :' n I" ,. "'" ""',', ,,',"" "",' '8' ].":'" .." ,5, · - .- I. VI ~ ""\"\"" _ .. .. ~. .... .. . .. ..... 1 . . . . .. .... " .. ~. . .;. \.- . - - - -, - .~. . .' . . ~ l '," z: .::: ::1. 11"::.: .. .. :....1 . .:~ ':::' .:' . 1:'1: :- _ ""';'_" ,:_.::_. ..I.:.~;..i. .f....t-ot.....11 .._..____h_.....__ -,- - - ~. ' ~CD Z"'" . J;: .;'A'~ . ,< :... ,1.,_ ..,...f~ : : .:. I::: '.;: i': . ." _ : . : '.':. i . . :'. j : . . . . ,: : . : . . . : . . . . .: : : . . : \ : ill' ('1.\'\ ~ ,,_,..r } ;"" '" ," ~ _ , , ' ," " , ' "',', , ,,' , ,,' ,. " .....",!" .. . , ' " ".. , .,"" ':' . 1 Z 0 , "1 .'" 't .)1.\' m-< "" ",. "" " ,::,..,..,",.' '...',,'.' .....,',,:.', 1 '''',:,' I ,;:; , ~ ~;o , '".\... , ',' ;0.. . . . l. . ... . . 1 . . ... . . I'; . ... I' ~ I' . . 1 . t ~. .... ! .... . ...... J" .,~ t.~.., \.<" n' ' . i' :. :'. ! : 1 . : '. : 1: .: . . . . . :.: .:: :..: : : i a . : I ..' : ! : .: : : 1 : .: ::. -: .: . . i : 1 - n ~~,..; -:.,~ :' l U) n . . I . .. . : .... 1 . . . . , . ... .... . .. !' . I . . .. " :. ~ . '. . . '- I ,," II;. ' . . \ :, 1 mo' :i: I:;; ,.!::::I: ii:::..:: 1,!:.:.:. I.::\::ii ". ;.]: ,P):,,:\.:! :::::: ;;1,)]::. :il::,:,: , . I :3::: / \\ \\"~ \\' :t. I",,' -o~ ,. .,' .:"":'1 '-'-:T' , . ::!; i':' . 1""'," : ".: )'j"''TT'-'--'--T]-; '",.. ,...' "::. ., ,---, ~ 0 ' \' \,.,'?'\, \" c' ~ .,. ,"" " " ',' , , i, " "," ,,' ,.""':" ,"", "I""'.' "" ".' ,. ','" ~--'''' ..-' ',," .,..' ~ ..' ,.. .., . ., ' , ..,." . I ' , , ::.... , ,..', '.... ' I .... ~ ".' \ " "" , 0 :I> ' , ':' , j' 1 ,.. , ", ....,.. , " .. " , j': '.,,, ' , " '," ,'"", ' , , , , ,,' , ' , ' " -'. J' .' , ' . " ,... .." ,..' . ' ,,' , " ' .. .. , ]'" , , , , , '.' :."".,"""'" '" ' " ' , ".,,, i\" .,;0 , .. '" ...., i " ,',' " ", , ,. ' , ' ,,' , , " "] " ~, """ ' : :: :: I : . ,:': . .!:.:' : . . ..: . . I; : : . - i' : :::.! '.: :. ': '..::.:' . '~'. I '. , ,; , '.', , , , , ,,' ' , ,~ II' , " ",,;, " ,,' " ." ' " "," 1" "" "" . '." 'Ii" j , , '.', ,'" ", ',. , '. ' ,.'. ' [; VI :,,1 j:!-i '!" :,elA c'a'+g'3'1. ,': ,'.'],,;, l:'~i, ,:~'~j 1.:;::" :: .:.1;:+'::, · "k$J':' ,',.. j' " " I ,~\ ',\\,,:\~ . m, ,. , .. i" ]. ,;) 0' .. ..,.. , .. , 'iitl" " " ... " ~!' , , : '. ' \' "'~:;\{, ~, ::e' . E :-0 cP':. : 1 . : -:-++--...._.::.-f +-+-"!~-+-:-.-+~ -i~-t-!-:-+rH . ;..+-+ ....i-t -1............-...- . ~4'-!- 't+-:---!"". ";1 :: :: \. I ~ \", ~~'. I ~ .-. ,,'"'" m' " ::""".'''' ,I ,.. ,', , " ",; ~"'.,,,;,'" -t- ',' I ' , ,'\ " ." .... .,~ ,,' ': ,',.," , , '" "'!""""" , " I ,~ ", '. ' · ," , ';0 : : . -0 c:p. : . .!. . . . . : '.' '.' : '. ..... I; i 'i ~ . !: i: : . : i.: : : . . . : : : i . : ~ .... ': :. i : :: :: \ ,. , ... '::..':\ i' U) ..imo;;: :,..::,': ~i!("JT..:l:bil~r::,:.:! ".::,." ", ,.', ,,:,.:.,i:: .,0"Ui:"';' 'H""";.;: '.., ,\ "~:,, : - '+ ,1 -'-~'.. ]']"'I":-'+'-rR'~,,'r-t- '- 'l"""~ r, .. "'--i-'~r-HT" ;'.'....., .'. ;....] ,:}",:.. ":ill'l .. \' / '.. \,,, 1 '_ ,. m z, , ' . , , " . ' " " , ,'. ,', " " ". " ,I' ' , , " ,; , ,. , j .. ' '", ,-,:, ""<t>.', ,:,;:, " ' "i;") , "':i ", I' . .. ". ,ii'," '. '. ,',' ','; ,', " ;,;: ~ ~\ ; "0 ;. > ']: :: :.,;., :" " · ' :. :: I ,:'.: I" : '" rttr' : :; : j : : .,. ,j ~: I: ,.:, j T1,;o,''':. ,j ,H.: " " -' - I. /, ". ~ . :' \11.......',; ";";;:',: ,'., : I :] 'I ,.. ',i ': .i. : :': : "i: ,'i'" i~-':" · ;", " i \. ",;';: c;:,v ..' , ," (h -i<" '" , , , , ' , , , :', , I '" : , " · ' , , ' ,,' , %;:, " " ",' ," ' . . "~ "" '. ' , ' , , , : . . "'.:," : . , , : , , ," '. ' ...., :'", " ,', . . / ~..., ,". .. ,. ~" " , ' " ,1. "1""" , , ' , , .' ,', " " ,,' tn' " ";' ',. ,,..' " , " :. ~ 1m J ;:!. i, ,. ' -::: "j '. .., ; , , : ' 1~. I :.. :' . .; :1": " . ; , ,; :+: ! ' , .. ' 'i ,,; : "': " / U'I"'" Z -0 ;,;: ~ ' , "~ .,. , , ." " , , , ., , ' " " '" ',,; , , , , " , ' , " " ' ,. , ,.' U'I - ,r.;::, , . '. .. ~ ..: ...... l' . . . . . . :..:.... . .. ,. ... . ..; .. . NJ . .. ~ ." ;:::.:::: 'oJ . ; " ;i.r: i.:: ...ji,1.: ."j"..: :I'i."': .1..]:.;1 ~i!1:!; 'i:.::: 1 :. '..:.: en,.'>I;!I.] .:i;::.:: I " / ..3~g;VI ';,;: , " ]i'. ]:': ;:"1,"; '...'...'. ""i!':'.:':.1i')-"ll'i :1'; .:'i'.., .' ,i:::' >>, J:': ii, "1:' i '. ',' . ~-..IN-4 ' , " 'I"'i ,.: ',..i, -', ,'l' ,-; ..',.."jl\oi'", ".'. ", ";;;:R" . .' ". , " \ ,~l.AO:l> , ,'" ""',':' .. ": I; " , ,-, ,'... ~ ..,.., , ' .' ~<J:J00 ." : . . . .. .... l .:. . I: '.:: :'.: : 1 . . : . . . ~'. . . : ' ~ . ~ .... ....... , " , ., , ,," , , , ' , , , . "t.4> . ", . " "" - CT> ~ , CT> ~, : . I. - . .:: : . . I:' ~ . '; , :: .:: . .. . ..' . . . : ':1' I...... .. ' '" "I '.':' , ":'" ',I:,' , .,:: , ,," .~::1 ....." "'" ,:'!:~,,: :" ,,11, ] , ," \ CT>. <J:J ~ ........., ," " ," ii;: , ""],.,, '. ... ":1: "": ,- ,', I '1< ""I"..: · \" OJ. 00+ ' ,/ '. ...- , " "'" ' ",',',',"" 10 ' .', ' ", . ' ,.."""oo~ ;,;: , :.; .... ..::.... .:.' I.:.:; :it..i': .i:. ....!.: m . '..:"j . I \ '-J , . _ ' , _. " ",] ',' ",' '" '.. ,'"" ", ""!,:,, ,,! '" ",',':' '. ,Z<J:J l.A ;,;: o ~ " '" " ; , ,,'.' . .', , . ., · . ,0 o II; ~ .:, i ,::I i I I,:, ,] I -'i: ill. L. :':] ~. , ,: J ,I :: : i,: I ]'!::). J: :i I ,.': . \:.. ' ;';:, ~" "VI- +;: ;::j' iT: T ,':': 1 ':::, ',' "11 f:; ;~i ::: i!: , :: :i'!: : )::. ',.l...',+, "..l,.!J,L' ',\. \. \;,;:, .$}' ::r: Z 0 I' '_ ' : ' , I, : : · ' ': ' !:'l ell, !: '. ," I" I I" S, 10 S -;-t Zl ,',," 6;., ~ , fT"I-t . .. : : .i ~.. . j . ~>K 2,;,c:.;.::::r:::O ,\.7.- '" m m 0 ' , , ,j ",,': ' " ' , : ' . 1: ' '., , ; , " ,',' , , , ' , . ':;.;:: - r-t If'1 -i-l ....,'., " Jl\ ~ -4;0 , ..';' ,'" .. ", '. '.'" ,; 10 ,..'.' ...' ""(J') ;-('4 1M , · .,~ n :' " :, 1i: '..".!' , ;:"1'1' ;" ]1 , 1 ::. "I ~:~.,,' i' · :'. ,) ;' '., :: ,'t;-+< ;,b::&1'" · / ',~ ,,'" ,~ : ," '1'; ;' , , I VI. i, '1' ., : j' ......""'~, -...... ,. ,- CT> ' ' . " ' ,:' " " ,',' ' " , , : <J1 .' , , . . ", ' ' ...;..;' - ~ · '" -0 ,," , ,',' .., ': '" ,. ',' "~:z: l::V>N / '- " " .' .. ' ' .., " .. '~". '.' ': ' .., ... m G"> '-'/ rr1' . 'l>.y ,...., d ; : .: '::: I : I.. " .: .1,; .,':::] 1 : 1 ,;! j:, ~ : I: l~f':. : i: I,: i i ::. ,i.. 1 ,;" 0"j' .-;. d~ . ; , · / ,,-- "" '-v ',;0 I! : ',' " ,:'.:. . T',"" ,"" I ' .. ".'!"':; iT ) r' 1. ,1:" ': '1::: ' ' · , '. :;I: ..... H S::Z: · : · .. '-"',;:- , ':' . '. '] :]'.!' i 'I' j' I .,., ' " ":' '. : ,., ) ]' l> ...... ,..... =e c :' · ' "" VI , , . , , ,; ,.. .. , .....~ ~ ' ""'" " ' ' . ' , " 5 .' ,,' '~'1. ~ - \ '-J '.:1 I" · , .. '! ": "1'1': ":'j: ,] i"" ' ..I':", !':: .l,,,",~, Z~i ~'- Z" ' -. .. ,'" ' " ", i. I' ' % --;-c VI..... 1M '~.. I m ' , ,. ' , ' ,,' , ' ' ','" C>'- M w, :ro . . 0.. ' ;;0 , . ' , , ..:' , ' I ' ' .. 'i' , ' , ,! " " '......:m ' o:G i:>. ' i VI -4 .... : ",",> _,,' "', .' " " ,,' V'1 <::Ql'>' CD:I>O:l>....,.. ' s:,.> -0 --... : '. :' .' . : . .:. .: CP' ....... f'Tl 2; -< - Z r- fTl (/'I" v ~ _ il . ,I 1,,!:]i :,1: I, ;'.. i:. I' K "I .!l.i i . " m"~C')1.~ ' -4~-4r 8 ...... f9 , ~ 6 j i i: I ' ' 'I ] MATy~ ,UIt-I: STAT! [T 0 -'[FOR: ~Or TI~U.Al1IONIIE 1E OWG 9' ", ~~~g~~' ~@~~ ~ .......... ~ Z 0 .' ',' , " , . ] I " , : " ,~ c: r:I:::2:: a .... <:) :I> m 0 .. ,~~ o " . ,,' ~......""-~..-; ~-o-VI .. .... , ' , , : " ,', " "....' , ~ ~ -;-t ;;0 ;0 VI ..." .. '-v :::: -0, 1;1 " :l':'" ,]: : ,I ,," 1"1,1, " Ei>~ERi1d! Rio-o..." ...... ~ ;0' 1 " ' " ;-;!.....~ ;o-oom .. "'" o : : 1 ". . . .: . . :. : . . '-:-t t-:'" ".-, ~ . rr1;:O xl>" "'" ~ : :; ]!' : , " ,.]] '" ' : I i I: 1.'., ," 1 ' ]:..c do <:) M d ' ~ --< ~ ~ .... ~ , M · : '! ' : I :", "::: ] I: ':: T" : 18::::~;n~~~] -<;2;; ,., ...... ~ , , , ' ' , '. ," 'i ;, , ;;;:::, >O~ I :1>0-4 - .... ,~ , : ' ' . ,':',: :' , " / : " ': '. II" ~ Rl ~ --<;:g 8 ~ .... ~ " I' ' . '.. " i, z~~' ~Vi -;0 0 , .. , . . .. . .;....t....- "- , ' ".' " " " : 1 '::E z ...... -4;;:: VI .. , " , , , ' ',' ,'" '!' ': " 1.m qr-'zl: r-<:I> .. - 1,1':, , '.., : 1,.]1; ,I: I ! 1 :1! : ..i:' I;j ~><!faflj, ~~~ ~ .. I '! I ,;,':1 :1: ,': Ii! 'i':. :.] T ' : il] ]' ,~...,~d~! ~ ~~~ ~ " 1 i'!.I': ,: 'I '! "i; 1.1' I ,i,r;' iZQ.,....; r z;o <:> --" ' I' , ' !. ' ~ ,r ' M -rl r:; ,.." c> -c:: " :] I" .. ", ' I '.:' !3; ;:)~;:;:: 0;;::;0-;0 , '" ", . ' , I' ',' ~ - ...... "., ' < ::r: ~- : E' . ': .' : i.' . ....... ;or:;.;..>V1 )> f'T1 , ' " " , : . ". ' , ,,' , , , Vi ,;t', r-; mo -4_G'> 0 '" '" " OZ (,D ;.,:, · ':: I,]]", ,. "..,!' "., : ".1" ; ,.:+i'~ jvi ~~ ~;oZz . iA.Ol~,~,jj:JvWJ N o : : ~ i:. ...: i. . : ::. . . . . ~:,~ ~ ~ -- N)> \1\1 c 1 ~ ~ :!:) :, ill ::1:::111 !:,!: 'I:' ii ~:i:I':::'I:i 11,1 : ;11:I:i'I, I ::,,":] :~:: :::!~ c,b8~~:1 .~.~ ~!~ S'l:H;' Plll~10L _ 00 -..I c:; : II' , I' I, ' : I " ' ' , ,'" , '" " ] , ~ 5j,' ' II II 0 ~ G'> 'O:::J -' 6 f\) ~ , . ",' ". !" ", -,,' -U'1 .: . : 1. .,:....:. .. '.. . ~:-,.'. 0 I Z 1 j " " .' ": ':: ' , " I",! ' , ' ,,::, :' .. ' ' .. , :,.....;. '-' " 0 , '-- - c, · O ," ," , '" ..', ",.." ' ",' "'::2::' - - ~ ",i/.,l " .. " ". " ...., , , ,.. " ti)O H , 'lid! ~ : : J: ] I I:: i ~ : i i i: : j 1:.1 : i . J d 1 ! ,L], 11: i ; ] : :: II.: 1 ,,: . i I i .I. :: ;:; i : :' ! or ~] J '--. c , < , ..' ,', ,0 ' :' :' <n, ~ <n <n' <n: <n <n ' : (, ".' , ',,', :u ' 0; - N ~ ~, U1 <n : ,,' 0 m "'. I,' 0 I' 0 0 0' 0' 0 0 I' . r <. .. ~.i'_. ' " ".. ";; :" " ) " · " ',' ' , ' '. r~~,;;,ic', I", ,.." '. . " .,'.',' I ," .I' I ' ','.~.', ',' I 'I" ~ j ~1;:,;1>,,-. '" ',)> , lD 0 0 m I 'T\ Y' + W~~"'\4' ~ - -t' - .. - - , ~,~ , , I :'A:':~I~:clon'-"~'.o~,....u'Ogn I VA',," "LV' '''"; . V.o-VI...'-'''''' I 0 I 0 , m I " I G) I "':r: ! ~ 1 (T) (T) (T) (T) (T) (T) : , N <..N ~ U'I (T) -.I ' 000 000 i . ' , ' 1:1 ,I II ,I 'I, ' If' " : I : : ~ ' I, 1 ! I. 'I .. j 1 j I . . [ - ~ ~ : II ,I. I , " MAl f{ N TA - f R' Nt N ( ;c ' W , " ' , MATCH LINE STA 86+00 - FOR CONTINUATION SEE DWG..l, : tE 2:, ] ';+ I ! 'I"!' . j : I T :IT, I 1 :' / /-- - !.! !; n/!:H i ' j .J" , 0 '! i II!! '{ : i' · I. :!: ~' ,t ~ i. . . ;' I :1- ~- ~ I , ,'I ",I 1'1 ' "j, , : " .. I'. ::d' ','.: i , ' , , ' , , , ' , ' i : I , · . ~, : \W\: . I 'I,' ill i! ,I: : "i: '.,d,' ! ,I,' . "I , ' :' i' :' \ ,: ' - : I I , ! ' , : i " ! I: cW' : , ' ' , " 1 ' 1:, ' ' 'I : : I; " i o " i1i I '! i.j>.1 , :' I"..,' 1 l II :\ ' ' I ~ 'I i j', '!, I,' I ' ~' ',' , ' "'1' i; t ~ : : " 'I ~ ,'''! i, , "\' ~ z' ",', "" . , . 1 " 1 I ~:I ,I j '! j " " , d " : '~i' ! ' : + " . ~ I ;'" I ~' I': :! I" , . , . c'P II, ; , ~' ! ~ g , ' I' '.,. I \; I~ll' I!, ., , o ,I ' .' ,~ 'I' ' , I\) ~ , ' I:, · :;, 'I""""',.,',.,."""j I I: ;, 'I >- : o , ' 1 :!i" I , ' ' 1 I'., > " , ' , l ,/: \ iI' i :g , ," , 1 . f ' . ~ :,,! 1 I ' , ' ! ,i I, j mo "I ii'" "I I ,I "j 'I " .' I' ':: ' I 00' , " , , ' , ' , ' , , ~ ' P It I , ' , o 1 I. . .. ~.. - - ~ c:e ' ~ I,,::! ':,:,: , ' : ! ' " I I ~'!! I', ' , , 0 II I" ! , : ; ;: !' li!;U i: ,I j , , . 11, 1, . ! I: UljJ)\, ' I i ~ ' 0 " , :1 " I : ': "i"',i:' :,' 'I '. ",' 11 'I,! ' I, 1 ' I.' IiI' 'I" , " ' "i' I' '1 'II I ' 'I' , ' I , , .:, " , ' " ,~ " : , " '. " , , \ . ", I I, illll '! ,i! :: 1 II " I : I: , i' !I I, . " , . ' ! . h ll~ I . , I Ii 1 :, : 1, :' I ,: , , : I .,;, ' 'I 1 , ",. ' " , I ,': : ; , " , I , " : I ': :: i I" : jl Ii ! I I' I I' i' : 'i If: ' "I' I' I :' ,ii : ~ ~ i ,!\, ' . '" ; i ,; ~ j .1 ,,\ ' 1. ' : ; , :1 ' , 1 ,:: ,', 1: ' ,', ' : " ! ' j _!:;, 'l: F & l' \. , "",., " ' (0):0 " 1 1,1; ,i' I' 1,:1',' III''''; I' , ': "I" ',' ,:' 2";?~ I. : I. '1' I, ]', , m , .! , ' , : : ", , ' ", '" '-I ~ '"', ,,' /., ,,' <- ~ . .: .' . . : J ..: 1. . J c:: =E : : .. : . 1 -en 00 "1' I ,,1 " " 1 ' ; : 1: :":' 1 : : '1 'j !I"" ;:0 (I' ("') I ' I I' ,~ " I , , " ' , " " " ,'" , , " , (Tl'-l' ,. ~ <5 \.D ': ,I i ' , I , : ; ; " " ; ; ',' " , , , C;:;; " I' i ; . , 'I ' ill 6 I::' I ii i1 :'. :: 1 q' j 1 j ,1, I TI' ',i " " I, :: 1 !. I : j' '. ' ~~" ! ! if, '.! . ! o I j: ", I, ,i" 1, 'II' " :: 'I,'! '\ 1 1 ' , ZO I II 1 !if " (f, ' I . . ~. ~. ~:':. ~ ~. '. : J. .' fT1::O, I;' 1- : , :' . 'T ,j , ; : ' i : " ',' '.' Ii,' ,; , ii, ' I, ! " , :: ' ("') I '" , ,~ ,rt! ""," : , , ' , '" l' , i+ I ' ' ;": I' ," .' i, "'", , , , , , ' , ' , . " I'" ' ,'-I ~ ii~ , ,,'. I ' 1 , , ' : 1 1': j :',::,:; :1, i ' j, < : :, "" , ! I: '. 1 i':,', i: ' :' 1. ;: j . : , I 'j I 'i 1, , I " c; "'" '. ~i ,j' ii' ','-- , "ill j;jl 1111 ,1;1 111:11 j:! l:d !I:: ':: i:,,;::t ::I: ill L ',! "i i'!- 'i' , '" zL. ! " I l~ '!\\~i dll;; " I : "I' [1;, """lIK~+ "'j'1"i ,", ,',' ,'I' ' ',,;" '-YTTI' r';!! ," 1'1 I" ! f![!!,,/., iil;, , ; , I. :';1 :::]i ~t-,:..;:;~,+,-;-i.;...:-:-T+-~'-',r+ ~ :~' ;....;.- - - -, ::'..itj....-Tt ~~:: ", j , "I'!" ";' ill ':, ; : o Ii,:, ' ': 1'.'" , , ",,' ' , 'I . 1 : · ! I ~ II: ': 'i No. <.Pi ' ' ,] , I 'HL I' i 1 ' ' . 1 ~ '" 'I, ,:,;:1'1'1 ,:;:~';,i I;:" "I' ::1 :'!,: .,11' 1'1 :;1 I' :il: ,,11' j' I ,.' , , : "in,'::. .'!; ,'f' ':,; . I ~ " ' ,,' 1 I', 1 1.,'" ii II " ," : , I' ,1:' i " 1 I" , I',:! ;!;' !:,1'",' ..." "j," E..' ,i ',' .' i ,1 " I , ".; ;' , ' z ' \.D 1:, llj :!! ,: ,,11 "':' "I""", j I ,.,,;:oi : , " " ,,' ~ l' , , ," , , 'il c5 1111 jll~ :11IL:11 11'1,;111 :::i ! !I i 11U i:' !,L, ";;;'~'il:, ,..i i l' ,I. " '90+00 : ~,I, '.:i .\. t! 1 "~ " 0+; :,;1 !,,! liii','" 1 ',: ,i'll' !:IY!i I,,"; 'li'11 i u:;;;~ ,,'i l' i ': I ". 'I'" I,: \ d ' '1"1 : !.: I! 1 ~ . " ' " ',,' " " : i! : ' , :. , I' ~" 'I' "'\:I}';' H I v ': ,; .., '" :'" " ., -.. I ' " ' . ~ ' 0 i" I ,,' ~ 1,'; . .' I ,', , ' I ' ' :! :: " ,'. <t)R" " ",' 'i ' ' , ,i' . \. .' · l' ',' !~ . ~ :,~lli" : '..] I!',:,I "I, i " ,; ~II,": l'!~J '.:,..1 :' " ! ii]" , " ',!: '. \. /: J O ,,1 ' '" "'",, , "ill I' 1 I' ~~" ' I! !U '" ", ", '", " :" ," ,0:::;:,,' " 'ii" , ," , , .' '. ' ". ." m....... Hili ' , , ~ ' i ! I: i: I; ,111: 1 !! ! 1 ' L ; , : Ii ,: "" I ! 1 ' , : ':': ,::; , I I , , : ' ' , , i, >', ~ ~I' ) ' ": J ' ~ ::: I' ! 1 :!'::::' 'II! ::i j",' ' I:: I: : 'j' ;, : i ,I:' I I ,II I I! ' , ' ~':: : 1 o ' , ""1 " ' 'I: 11' , I l' " ' I I "I, , , < , ",'""" ',', . : " . , ' , 'i ' " 'f. ',' I gJ," ',]1 : i j " 1 ': 1 ' , . i 'I, ' ': 'I' 'I' I ; , " i : I' I . I" !~; : ' . , , j., ,,', : ' " !' :, ' , ,>, , , " ; " , , " , , . , " ;,' " ' , ' 1\ ' " }):, .; , " I ~ _, , ,.. ,,' " ,"" , ., '" , i '..."'. ," y . ~ 1 . :. ;- . . , . ~. . ; .::' . -1m + " I ;'" i ;,;:,'. I, I" '1 ' , I' 'I ' . ," , I ;1 ' 1 ", , " i!;} , , ' , ,...." ; :"! ,,! ' " ': ' ", i ;;';n I '-', " , ' , : , ' , " i' · , ' i "I ' . \ ! " o 1 ,,1 I." ',. " ,i" , 'I 1 'I~',li,.,f ' 0>>000 "", , ",. " , , ''1'''': ' , / > " -0 :r: :0 m , '! 1 I ' ! ' , .! i. j , ': j 1 i I: '\"" , ,. ..'..'., ' I iil ~ ~ ~ ~ ~ I , ,;; 1. , " ' ii" , ': " , : . , ' j ,If ! , 1,' \. ',i'P'" · ! ' , : ~tO~O :ii: ":il,,:!'::;i Iii I 'l:i 'j' I]' !~ :', I!' ' , I ! ,\~ '.. " " <J\ n~ ~IE' ' ,':' 1 '! ":,,;" , , 1 1 ' , , ,i , i: :Ii - : ; ; ; " ' "" ..... ' . ,I, , ' , ' ' , "', . ' , ' , ' ' , 1 ' " , " , < ~ ~(f)"'TJ . i: :' t..: ~ '. '; .:. . ! ".!. . . . .:c.) , I) ~*~ II,:, l,j! ';il! 1.1 j !':,[, ii!'j ,I, ,IIi,. .. , ,. .. ['~: .... i i ..\:\) j i\ :,.' , ~ ~ I' ~ iil'I,;! :i:i': I 1,11 lil " I:.jl:, I 11: !,1!:!', ,'.' ; <I:' i I ~ \' ../ ,'" d,'. ,;..::..~,::,<:::,:.. I ~ I + 'I' il! ':', j , 'Ill ill' "":'i:1 . :" 1"":1: " ',' II: , "'! ~. '1\ ! ,:, I, III ,."......'....",', 1 ,;; , 0" ", ,', , ., ":]'! ' ' ,I' i . ': " ,lo.. 1 ~ ,," , , " '. " , : . ' ': < ;, ' .. ~ 0 ,', . I I,: ~, !l I" , 1 , I I 1 ' " l' : ' " ' , I' j' '. : '!' "':::',~~:..:;,,;:,,::,::::... U1 ' ., ' ' ",,' I " ,I,', '" ' "" 1 ' ' "': '.. ,'" i cc ' , " , ",' " , , " ",' , ' , , ' " _ ~ . .' .:: I' ; ::;_ ~ . . :. . I .' .' : . . , ' 'I:'il : '! 1:.'j: II II,u,:1 ,1':; 1.: I, :, :;'1":, " I ,I" ' I ; 1. ' Ii!, I, . ; "', ",' ,"" ", " :.... , "", '1' '" ".j; !! i, i1j:l ; d. Ii; ; r :, ii" I- ',.::! :,,' i II ! 1, ] 1 ;: ',', ' ' I ,! 'Ii ' " 1 '.: ' '!: ;]::, .. ",';'~""'" ! , ,I Iii: i1l11H1!llHi:IP:l!i q! :li:1 II: , i~!I'T~l 1:1::l!" I :,' ::1 .1, : ii :1.lli :! \ l.;j"lt:, II I ,ih l. ' 1 , ! " ::11 ii~l !I;i~~:d l~:i:<1 :'1 j':'1 II ::J: : ji.1:~~H 'i'!!1-:1 ,1,1 i'!]' :1' I', Il,'ll 'Ii ' '. , ~!.' j, ii" !' 'llo' il ::\\ ' ~. . I , " , " ' " ! 1 ' , ,.. ; :': , ; Ii' 1 I] I!" ' : ' ] , " '! I, ' ' , ' ~ 1'/ ~ ," , , I 1 "!1 ' " "..' , , , , ' " " ' .. , . ,:" ! ' , " ' , ' "".' , ' . ' " l' 'i "; I ',: I::,' ",:" . , ' , ;; ,:,' , " '," ' '! ',I',' - ' , i ' , 1 , : ~ I;! J 1 ~~ j i i 11 ,I 1 : ;1 :!!. 1 'J 1 ; I 1: '?1 II' !'-l : !I ,'j I I ' ,:- ! I ' ,~). ; ~'i I: " \ 1 '" +; ,]! , ii' '1 " I: ! ill]' " II ' b]' I I , i T i ,'" l' ~ n ~ jf 1 ' . ~'ifl ! ! i)' : I , ,0, ].l,: ' ' , ' 1: ii'" , I' !'T1 :, 1 ' , ,0 (Tl' ~, I - 0 ,~ ~: ! ' " : 1 I ' , ' ' , ,1'1 , , :, , , : '.: ',,' , , . " ~ ~ ~ I ',: ' i ' > i , .~ ! i ;f: g, : ': ,I, ' ,:: 1 I I 1 ~ ! II! : i .. : ' ! ' , , , 11" III' , I , /' V ;3 ,0' l:, ~ , j II 1 ; , :0 , "...." , , , , " <", " , " , : ., I j ~ ' , " " " c' \:;Q . 1 J'. ! . " , , z ' ('!)~'" ",: ,".. .. : " ': i" ., , ::: " ("') , .) ,,' : ~ . . . . : . ." . .' . . --: J' . '.' . I ~ J . 1 . I , . ..,17.., " , " <ll .... ., ,: --I ' . ~, 'il~.1i:i 1jl;,,1,' I l::Jii: l' I., 1! :], i,)11 i,..",!" I.. c; ~,-I J ~l III, I ',' ~ ~_~ ij;'f ~: i 1 :;::; 'Hi! i il :111 :' i;i ;; ;1' III ii, " I z i !' I, n I ' I' I " . ~ ' : .......<:J;: rt'1, " ::::',',' ;' !'l": I I ~ ' !' i' " .'-- :' 'j: 1,' ~ !" , I , .. ,." ',.. , , '''''' ' . - 1 '. , o ' , , . N' 1 ' ',. "I' ' , ,"..:: '1 . ! . " ' 1 ... 0 (f) i : i] r::! : ~ : ' ' : :i ! I i!i .1 L I ' T, ii, " : : I ' , 1 I . . , : I I I! i i "'" . - :.., i .' i \l' ' ' , I ,'?' z -t' . " ]", , , " ' ' ,! . j ,I,! .' , ] , i' " , , ' """': " I ~ ' I' I , , , ~)> ~ j,~ 111,: ; ! U f j i j ; ! Ii I j iH 1:, 1 i ! i I ; ; 1 I 1 I i 1 11;; I , ! \ " . III ~:! I 1, I' ] 1 ; I, , : ;' , ,! ': I ' I! I ;' \. \ ~ 11\1 : : " >. Z + :"., ""II'I""!: 1'1":1"1' '11,:11' '. ! 11"{:I:: ,1', 'iT,': 'I il':" , I'll' ( ,-' 1 ' ~'::I: '.' ' "I z - ,....".11; i"" j ,ii, 1'1' , " I'! I' 'I '1' , t I' \u\ "t, ..... '--': . .. I" .. .., ; . .: ; 1-. ~ en m ,...." , " .. i ,'" , ~ 1 ",.,'" : , ,:; , ," " ' " ' " . ' , > ,-," ; ..;; . ., "; i ~:' . l;' ,~ . . z -< .-: 1 ':1 : 1 1 : ~ ;' ,:0: '.':,,', i ,'I II' ,. ".'1;' 1 ,;, I" ' ! 'i ' ,. : '; I 'I ' : " ',I' l . ' . " ' ,~,' :;."i.:,,:' ',', 'li' ',: :',,'; ':-1 ..' ::;" " " ~ ; ~ ' I';, ': , I,:, i " I I"" :, i ! ,:",,' " ,'; : , ' " ' ,. I l ~ ' ' , ~ ,0 J;]1 ifl) ,~iil!11 ;1 1ii[!: 1, :1[1 i 1: 11:, ,::1,1,1: I" : ,,: ,!:l! ,I:,,!, " :', ,'"" !' 11 :j! " '<l m 0 ' iY :': 1 !: Y : 1 '1 :';: 11 ; : 111 : 1 ,1 ,i !:, 'I : 'J Y i lTI 1 ' : I !.j! I I 1 i I I i li I: 1 · ' ;' ! · ~ HI ~~ \ ii' ] ; , . , ;!! Z' I' ; , 'I .,,] ,1;: ;, : 1" ,!,: fl . 'i ' , ! ,i " Ii " ,,' , ';11 ' ' , " · : . ' I' i ( , ! , , I I ~ , ' I. '" "" " " , ".,' ,,' ",' " , "l' ..', , " ..'-, , ~ (f)= : ' , : ' , j( , , ; j ,,1 I,' , ; , : :'. ", I ' ,i ' i,,: ;' '1 ' , :' , :E, ' , , 1 ' " '" i ,,'," 1 : ,,' ." , , , . j j ) "g., .:,' " ' , . ,. , , ' ] 1,1 , " !'; 1 . '; ,', " " , : ' . : " ,:," 'i I,,; -,' , , ' , ' :' , " . ' , " "I" 't, '", '" ' I - i . :.: t..!: ::: I. I . - : '. .; i. : . : :': ~ : . . ~ ..' Ii' I :::a.. . .: . . . : 'I . . .' . '. .:' f: ? : ! ~ ' - ~> C" ,.,.lj:'I!'.l ~"'ii,':l ]i:"':iil, :':' "i1 1'!' 1,,:,"11 11" !I~~I'! 'ii'! 1.;i1 'H:'i;,I!l"l' ...,~ . ... __________.:-._______L..."'.~..,:,1U ,U:,~ -;1. ',i,.;, 1']1 .---:--'.-----,--- . ,,__...Lc_ ~-.. .. ~,~~. '\.D ..",; 'T'" j"HH '1 'j';""';' ]i,' , ,':' ": ,",' ii " ,,;:,,!, I" ,:1' " ,,',' . n ' " " ~"~" 'U'IHi! ;d: j!H;;~,i i:;;:iH1:Li,i:il ':' j:' : 1;ii:Hi1 1! I: " Q ,i" 1'! ,: ,I: .:: '., , 95+00; ,1,: I 'i-' :';] :" "... ' ~ """', ;t. ;:.] :i~l i:ij:~:H T.t'li!"j: 11,!~!:1': il] 1111: '!::TrT~j i: ;! ~:Tf'~:1 l:i!:'II; .::!j ;'! ;: /" 'I ; 'I" q" I,\'l\;'" 1- ",: 1,;1 ':' , , , -1.1' '-' ' I ' : II:: I' ;!' 1 , !, "'" " " ,i 1 ' " , ' I ' " ,,1, ' "":' 11 '" ".., "; , , [' ".::' 1'1 i" " 'II . ,I.C ,...."1,,. " ; ",,',',' ,I,', ' .,,' , " ',",' '1 0 ',' i ", ' , . '. " ::t: 1 " · " , '. -:0 Z '-':' '"." ,i"" ',' ,.;: "..., ", " '" ".' " <: ' , ", ,; '" .', .... ' , .,' \ " , , " ':' i, ,,:' I ' : " " ,',': '11 ':' , ", . """,' ':.' ' , ". , ',"",' ,. " , , ' ,!" --I ' ' ,I! ,'" ',1, : i ' , ' , ' , . ',. , , , , I " :: ' , ' ' , I, 1 ,I ' ' :' m,,' " ',', ' , , \ I, : , ' . ' ;:e! ~' ' 1 !. " 1,:'- -." i",.. " " ' Ii" .. ,,;.. , ",', 0'. ' ,'" I ,. ~ 11 , "'0 ; ~ '1 : i ~ !:..;::: i ::: .:.: ~ . . . .. : 1 .:; . . . i; -1 : . . . . ~ . i . . j . : . : . '.: .: : N , ~ <. . :' '. ,." ~- (/) I' 11;1jl:H :lLj:;\: il::~1l;\1:,l !~E:li1; :~i' ~:~~l;:H 111~, 1i d'~I!.I!1!11~.j ,:~Jj!~: :: ~', f~ 1 !l I\l~ 1 : \ \ "I :', " ~ ,I' ",I "ii, "t:;JA:Il'i+1q:!i'I"li' 'il' 1'1,11' ~'_ 1 ...." T'llr' Jil' ~!::lj:I.I';1! II ,i 11':!" : \\l........, .,.~ J , '! ,,: 1 ' : z :"1 "Ill' ~~H.!=a:,~_~.,..l.-iT....L -1l.l.1'..!' "'[-.T -, ... -- --rH-W ~'::t:I'1 'I I ' .. ',' "~ I ,j, ,. , Q , : " " 'I'll",; ,",,', ";,, : , '" l' 'i ' I ' ",' .,' , ~ . I ' .1 ' ',~ , j. '.',' lil:n lrfl jP!;j;~'i::II:::-j;i;l' ,', i :il j1 li:i 1::11;1: i: 'j': II :, :' J :J;'i' I:: Ij':j: " I;' I~ "ill: !'o/'I' ~ " z" , " "'" II" . I .. , , " ", "I' ' : \ ," I ' .!, ! Ii' 'j [ 'ijl' .' , ' ,1: ' " -: . . ~ . . . .. . . . . . . .' ., ~ . . . ~ . . .", o , , ;['::: I :' i ' , 1 i " ,I' l ,,' l' , ',' : ' . I", , ' , ' , " " , ' ',~ 1 j , ~;' , ' " " ' CD ~ ~Iid! Il;!Ii;il~;:d:,jii:j;1 ;!I:[;:il ill, :l,!,l!:." ,1:i:1 ! Ii,' ~ 'i,"! I ,:~,1: "ir'...."".., 1"1:1 ':.': .. '\ '! I 2:, i;;l !"1 ':;~::i!11111:;li!ill ,iri;1l' 1:1 :~: ;;il n !,~~ 'Ill, I :::, !.I ! I 1 ' '..,..~, \,:1;.' " !. " : '1' m ,...." '" . I .. . ,..: ,! ' j .. I I, , c 'I' i' I :1, I . ~1, I ~ I '-' ,: 11; ',,:: .":;i, !,j'I' ;\ I "'l:j"~ I 1':!', Ii I!'~ I ':j ,'I':! ;'11 j , 'I:".' ,"/' ",! " ~c , ", I' , ,I " !' " , , j i ,-; ; " , , ': ' , , ! i " \, ' , , "i ",' "'I ' ,,1' ,. ,".,' ",:,,' ,'~ .', ,". ,: ,," , · " ": " ~ ,I' , ""1 ' . ; 'j ,1, ':" I" ':"11 ',,:,~ ,..", j,' , "" , ' . ' " ' , , ". . '\ ; i 1 ;;, I i 1 , i d j:1 I Jl ; ! 11 ,! ! I j i: ::: ; I : I 1:: 1 ':: II j ! i : ~ :I!: 1 ;~: : 1 ii, [ ,1 ,; ] : ' , ! . J : . iH Ii i;' i : , ' ; \. . "I}' " , I!:j ,Hi 1Tj~F:':[l:":i]i :j ;:11!lT; .:;: i;~!I'lil T1lill;': Jj !;iijl;li il'll!.,,:l i1:1:, :: : ',!, ~ :1:~!!i ,-;i ,;1 "", , -I ~~ ", '1~ ,1 ';j ';:jl1:11~i ';1 ji 1] : ::il:!:; lilll !:~:, ,:1 '\;'1'" 'i ,: :;,:;,: ~"~; :: \ . 1 ','d, ~ '11'\ ,,'i} L,,! " .- '-I " ,'" , , , : ' , , !', . ., ' . I' " , ".. '1; \ ' Ui. , ! ; , V' ,~' . ,; " , " ' . . ., ,', , ., , , ' " ", ' , , , I' , , , ~ -< , , ,;, , , .. , ;, "I ,'" : . - " , "1 ' : : ! ' , . ';, ' " " '. , ,,', ' i"",,, I : '.' . , ' i . , , _ 1 . . . " .. ....: ~ .' :-..:. l.r.,i . . : . .' : :.' :: ::: '. : : i ." '. ~ . .. :' t I . ,i, , I ::lEa." ! ! ' : 'ii' ':;j:"'! : l' i : : : , i" : " " 1: : : I : ' ; ! , ., ' :.; I "",! I', : , ' , , ' ' : '" , " !, . /: r j ,! f,:! i . i' .:- .-'" .! . . ~, . '.' .. .. . . : : I . 1 ., . 1 i' . . ~ : . ~;. '. ;;. . ~_" . ~ i;ll i,:1 H::li:! 1i1;1,1;i I :,:1;: II ill ~i!,':!d II. 11i , ,ll,Ll,i .11,111 !ll,lj " : J' 1/, ':ifij , i:;i .. " 'J::::~, + :ji~;j:: '1i1~;::i, :il~il:i;'i:i il'il':':;' II ill 1(1 1::.1, III ::!: l'il!~"i :;Y'::, 11';1 I ...,,,,, : i' ifl' '!j'WI' fJ' ,.' Jf 11;:j _)> , ,...." ,:~, , 'j' ',"',"'" :, "1 ,l,' ',.". ,,' "",' '! :"""~' :",,', i " , j ! I , . I" " "" ,.... '--' . i .... . . -i ., ~ ~ :. .. .,. ... ~ .: . .' ~ . ... -;~ '. 0 '''I I!' ,';;1I,;J 1':";: ,I :i,..oj ,'" '.i" "',", " .",i", :, '". ,_.._...._. -.. -----, -,...., ..,.. ,",L__., ,,< ,",..;. "1,"'-"0'" ,,----,,-'''- '..,... ''''''';I'''"'_~O''''' ." ,aH :,j1H~<:,;~.jt .J.l,J;:"l .,I!h,:lj' 'n:' j' :"\ ':j i: ,! I' 'i ;,:,,'1;1 .. ;, . , ..."" 1,- !J' i'iHi. ,'II/,f:/ f"" 1 .'" ~- - .. ;j"l.i i~:! I..;!'::'I ~ i: :::' j, .:j'::.l'~ "1' j ! :::;.;,; Ij'~.I:: ~:.:'i 'Ij; ,: 'i: : .i .. ....... ". '.' Iff' .':j 'if: .: ~ . ,,' .. r;:l:;1, ' 1 Hi' '1 : r' ; ;' : 1 ::,:::- j : ,'" -: i ", 1 : 1 : : ' j ,:111 1 C,' 1 .i'",;.: ' , , : :: ,-:' ;;,! ",'~ 1 '! .- :! .. . I! .! f j '-! '. < " , '". mo '" ". ,'" ",' ".., ,0<,' . ."'~'.'Il'~'" '"T, ....", !"''']'j' "l:: "I' 1/" II!' . " , ~ ... ' "',, ! I i! l{: I' I:'! 1'! :"",,:; "I l' I . : ; j 1: ii: "i , ' 1 : ; , l' "" ':',' i: !:], i 1 II . :.; : , "I , i " !' ! ' ' !! if I, " ('!!;j' ',' , , , ~ ..., ' , ., ' " ,... " , " ,"', . , . .. ; , ' ''', ' , , , ,.., ' ..'",. , I " , ' . , 1," U ' .. " 0)>' ; , !! 1 1 'i !1" I", " ': '" ,: "j I' , ' , .., ; I' ,,', ' I I : ' , 'I ' ": j' .. I ,] . ' : , , ' . If /. , ..; I ! , ' , ::::0 i I ; ~ ; i j! ~ i 1 i : i . . i '. !':!.' :.' :; ; ~ .: 1 i .:: . . : : . : i . . . I; . i . . . . ~ : . , f . .:. . ..: : ~ j / j i ~. i ; . :',: "" ""'1,:: "":":\""" ",,': 1:; 1 '..I:. :,1 i "I 'I,i I 'i' J ' 'I' ,Jf/I 1'/ .'IiI '. VH',!:j Ji' . < '^ ,. ,,', ',' , , ,. ., :'<' . ,', , , ' """: "" "..'".. 1 "j' ,/!/ . W' ' " " i " ,,' ", '" , , ' ' , " ,. : ,] .., " " i .... , ' !" ..' " ,^ " I " j , ,; _ "'] . " , " ,. " " "." " ' " " V","" ,." , , , ; : i ' , ' " ': .:' , ' ; "", ,,' ,,' , ' i' 'I , ' . ' , " ! 'c;o , ., " , . (' . , , :;Q I,' 00 ,," :i': ,,::1,) I' '" , .],;,' ",', "" , ' " , I . 'i;I' . i ',- ,,' ;t.'i:l;i1: ilj:l,i:il~,jl1 ::;>1!'1: :! \!1:! :,11:1'. j:YTI:l !\;j ,n I !;l,'~1 11'11'111 !i'::"I:1 ~ .. ' ", a ~. !., !/.. :'~'; ',}!f/ ,", \""""j ",', ~ .. ", ,-,' , 'il';' , ' , I , , , i ,I, 'I ' : '1\: " : :, 1 ': 'l:' i"';:'" :,': 1 ,. j i,' i : I ",'!' ~l : : :": - , ~ J ' " /.~jJ:!i ", . , " . .. ;: ~ : : . . ..., I: . ; ;. . . . :: . l; i'': : . . . . .. '. . " . '_ .'.. 0 ,~:I ',:j l:<~dl ,';::;j;, :;,::''j! 1"11:' IdLI,;1 !:;! :..1,: \ ,:' j ,:'::11 ~:';: . . \ /' .' /' ~',!;:i"" .,'; \. ;,;. ' I' 1.. " , " ,: "",' i.., ,... ,'I' ' , " .. . . '.'i/ / .' ----.. , , ' . '". , i ' , I ,:' ' .' , ' , ! ' " ':, ,;, : , "" ' , , I' " : ,',',,' ' , ' :, . , , ' : · / ',\ ' . : .:: :. 1. .! . :: ~:: . i . . 1 :.. ''':':: '.' 1 {-: : I : : . . ~. }/ -: . ~ . : I""i j';'::'i'1:111 1:1':jI1jl]i :j:ll'I' il!]liijl: ;T::!I!U 11'~',1!-I ::i!l::il :::!~:'1'1'!!:~111 ': ;/J~':j~ . " .'~ .: ',,' ' " 'l I ';, ' : .. " j" , , ,1' , '1 ': "'" " , , , :' , .. , !: ' .. " .\! ], .. - '. ' " " . :. . . ., ...: .. . .. "; : ,: i' I . . ~- " , : , . ! , I' " "",: "',' '1 : . ; , "" '1. ~,' I " " ! I , ' , ,1 '," , :"":' : >"'~ " ( ,',' r '/,'.' I< ; , r - ' __ : : '. ,; ~ I :.. . . ':! . I :!: i :. i i . :; :;:" j !: : . ., ..' : .: : . : . :! ~ :. . . ,.... -' ~ .: .' . 1 ' :i . , , , , . 11 I:, ,,' ill' ':" , ' : . j . .. ' ,;, , ..' , , , I II 1, I '1 '"..' 1 ' .. ::::>; , '. ' '.. ' I ' ,. ...." '" '1':"1 ".."1"'. "'! ,,'., ' ,,"~,~'./..' 1. . . I. I' . ~ ..... . 1 .. . . . ':' .:.. . ! ~ I ~, . . . I : _ :' .:. . . . : . . . : . . . . : ~ .. :..:' '. _:. . : . . . ".tr . ~. . -.. ,,': I, I , ,,:, i. 1"" "" ' "!:, ,. ' "i;",." , . ..." .' ' , _ + I \' : "I! I'! ':1"] 1 il I, !i :11,' '" ::1' i ji'FI II c;l~ bbH~ ' ~:::::,:::~ _"g"',; m~ -, ~ Z 0 I' '! I j :: ,! II :'". ':mt' .: , " , : ' " '-;'<,>!, 2rr z ~ OR 'v__' p:i,~ 0 ' , ,," ' ' I"'r"I --I .......... :. . ~ . ; :. .! ~ >-i-o . '" . .. ........"~,, .: . I..' \,;,J":'. 1. ! . ..... rr-(j"l-!ol~~ '. ~lIb..bO <<::) :-. . ~~ ;::' ,:! :'1' :"1" ,I " :" ,I I , ,I:., ~-tN-i :.:1- Tr-~~! ,; 11::;~~~;;:i~..; " " " ~ 000. ,.;?J...,., : ". , Q !1' I I,!' I " I Ii, I'" I, ~ in:!, , ,n,:, "I" 1':-Z~.!::\.IlN., " '. C~.. .s~ ,'" I 00"'. 1- .......: . . ;:. I 'i [. . ';f'" ;0";' rnG'!) ~ M' -., '\. , ' ~Iii' ;,~j]IT : i j il: : j ! ": :! ! ,I '1j :l',~o ,:i 1 lr'J! 1 ri,] ~,'l hod."; I ,." " ~=o " - - g j' I' ! .. I: ii, : i ill' 1 ' 'I ,', : ' ,. I' i, !: 'ITTI '\ l' eE -:fA!' F"f: : I I ~:e 1: b ~ ~ I ' " . .' ~ ! /',.',.."" , ~ ~ ' . \ V> ! ' . 1 i" , ' " : I. . ' Ii' I ,~ ~;;::: , '" I ' ::' ~ ~ r-< - ~ ' , 'r,/~;/ ' , ~' ! ~ :~I ~:1 "1 1 :: ~ : 'I; : , , . ' ,', " '1:' , ~ · ',I W ' : : ']! .,']' ~ ~ ~ , ,!, , ~:E, ~ ~ ~ " ' , "'::::~,~ ~::::.."..:':':, ,t...-/' -' ,- ' ",: , . - "', :~..:,:..::;:, ::::::: ' ~ _ 1, i, i~ ',' :!.p" -;-<~, ~p; , ';#"/, l . ' , ' , ....-..,~.. ~ I ", "-l>oi,, . ,,,,'" "v',...):>; , --- " 0' , : , , ;', " '<iJ1 ,',' ! ", 0:> J. - ffl z ",'- ,/ ' " ' _-- I ;:S!, 0 I,',' :! j j ,j :" I ~ ,', ' , 1 ' ~;!:t ~ m~ i:11f~ ~~ ' . . ,,,,- "J'tOO+OO'~--~~~""'~r-r~d ~ , S; + 'I I I' 1 I: I' - I ' :' , 0 ,,: ~~ :h"od ~ ;-~0 . ,.' 11..'" ~......-.. "-~--1t-.\'O(t1~ , )> 8:, ,;" "l ':- ,', ,,', .,' , ~ 'I ~'c: !>~~~ CIl)>O)> (I'M (~ ",,'00) 'I ., ~''''..-~iC-Qj\S~'O?'--~~-~' :z . !t . . ;. 4=.-rt: Z X H -< _ Z I f"1'1 (.I')~:" ,.':0. ~ ~ )..~...... "~ -r , '=' I I t!-llA_I~~_2~"r--- .._,._l-"_ .-- -+, :, 1 I -KD" ;+""~""""::j :;Q .-- m.. s", ' ~..~" ,..::;;:::::::~::........ " l1~~..:-~ ....,-' , , ::>lA 100 3,'(i+ ,;: '_L 'os:::::.L ,~,;;::o '-I"'tl'-l '=' '-</ .. ~ ,'" .--- p"- ,'''-",,,,,,'' ~ ;8i,' , T~r"!T T':-i-~--T 'TT"-i-+'r- +r.; "r 4-~-+- -, ",,::j: , ' =E '~~:J ~~~~ z..-:: .' ",,"'- ~_~e>- :....' , ..~ ,'" I ~ :: j ,i :!! ,I' I I, J! , , , :' ,I, - "1" ,g Mo' '-I ~ ~ 0" ~ ' ~ . . ,.," .r'/ '" .r'i.., ;= ;, ! " , ; i :' 1 I' , Iii ' IT.' j;:i II ' ~: ill '8 --i-I!Ai ~ ~ ~ "'tl::: (I' ~ 00 ../ . v. ~..., , /' _.' " ...' .." , , ,..., i' I' :' !' I :, . I ' :, , j,!1! Ji} " :- " ;:!:: ;I> >. 0 X z;:g ::g Vl ~.. . ~ . -~, /' ?' ' , ....,.... '0; :!'. j , I , i : :l.~'~ 'II" , . 6' ],,'~ j:g~;-;: ~"'tlom ~ F", .,,1t/1.:: c41r.!].~"'tl - 'i " 1 " :' ct> Vi : .." , ; 'z -':;:..j . (Tl:;Q x :;Q v. ~,,=r i'<$,' ""'.. ' I' - " i !:; I !:. I: !' 1 !I' I I :;~I ""I! ~1 ici I ~ t IJI'I " ' Ii, i ':' ' !'~~; ~ ffl il ' ~ '-I ~ .:: ~ ('a ...,<<,/ /' /' ": .'l ~ g:; Vl .. ' o ' .: i ,I ' 'h. t' ,I! ~ ' ~ """,..,..~ ' -<"'tl< "T1 1r)': #./ /' .n ~::N'-I ~ ' - - i :: ,I ' : ' : 1, i, ,! :" ., I, :.. , :~, .., n <:) rj :t>;:g ~ ;:;:; ~ ~ ' / . ~ L11- ~:t> 2:", 'I :i;~:j .M TAITGHj~~N $14 I It - FO~ C()~nNUJA I ~~~G 1:11 "I ,'~~~~~. v> ;~~ ~ ~~ /' ,./. ,~ ~~:::g"" ~ _ ' o I' " ': ,:Ii I' ill ! " " .J:' 2~"" ("') .--~j;: O,p " ~~~/'"'''' ' i!'" 1 .]' ];"]1"1,'11 i' 1 ' I ," '" II ' , ':~ @;O~ ~ g.::M ~ ~- ,~<r> , - I, I! , ' ':> ""VI .. :t>C:;Q /'t~.. I , '1 :'",' , , " , ' , , v.> .... H" . '-I Vl - :;Q v4;: .- I Z ~ :1 I :,1":1,1,1 1:1 ,11' '.: I i :i': ! ' "I ~~:r;:JVI ~6 o'-l~ m G' - , ' 1 .',,' 9 > i' 11';;:' !, Ii!' ,,; II ' I" : '\" . ,I , i ,-, ~ vi~i! ~~ z~C> @V,\W/:1,.'lrJ1'i"OI // ...':::,..,...:~ ~ " _ ,... '" Ii' I ::, ' I I' . :' , WI' o?:l . N ,=,.:::;Q - '1l'~ ''. "............ ~..,..,....'.. ~-_.......... '"' : _ ~ :: ' ' ;; ,1 ',,::,':' '1 I:, , ",' " " ': : ~~r :... ~:::c;:; 8 ' ') ,...:.-- ' ' [ ~ 0 ~ ~ ' I ~ ! ' : :- , II ~ : ' : : ' 1'1 j,!]' '! <,,:!, I :' :, I I 1!'1 \ I,' ,'i j' '~jj: . I~ I~ ~ ~ ~ . S ~ :1] ~ld 51 1JO L6 ~:::,:,':::':...,~, ~ f .. 5' ,'. ,:: ,,'1' ' , ,'.',.' '" , ,~C> -L11 -z'-l '''~''.....,,, I ',' ~ ", ;;;j:;,1::I 11;;: ii;ll!!, jl;; d I ill\;; 111\!., 1. il ii, ", .! ii, 'j i :.,1'11, C2C2 ~--IZ "H:'''" , "'-'::", :::....,...:....:....:::~,..,.. l 0 ., :'.:.....:... '. . . . 1 - 0 :J: Ci) ~~ 4-=1! ~ U d . .......... r ,l '0). (T). ' (T) (T): (T) ~ (T), (Tl '.-:::-. " ('" ',', ,: : N; '001: ~' U'I: (T)' -.I : ~:"'"'' " .,; I 0' ~ · . _ J i 0, 0: 0: 0, 0 0: , ' ' ' "',..o', .,~ Ifrj~~~ ',",iI\', '."~.:-';; ." ., j . J;" "l": ,', , i I,', I '-C-I' 'i.'.' ,i , , "". ,',' "I m ' ,," " I "" G>, ",,:r:, ,;, ' . : {~ ,', <,'~.,'<.'F'UW,)" .i,; I ',: ,': ,a1 " ", .:. ~,I,., ,0 ~ 0 " - CADO D'-RI )> (lJ ~ 0 -- 0 m '11 <Tt <Tt G) ~ <Tt <Tt :t: U"l <Tt 0 -..I I 0 0 i , I :II 1 m < , ... u; I (5 ~ 1 I , I I I I , I 0 ,\ :II )> ~ ~ 1 z , , )> I "tl I "tl 1 :II 0 , , < , 1 II) m 0 j )> "tl :g 0 I '>; 1 , 0 "" I 0 ~ I . (,,) :II -<-..",S , 1 m < u; ~, " , 1 (5 f;)...."- , z <3 ' j CD i I ! , , 0 , :0 )> ~ z ',. , )> "tl "tl A :II - 0 < m 0 )> "tl "tl :II - ~ 1 Q"'34T4'conl-3'134T412.dgn DATE PLOTTED · Q3-0CT-199T JIL I CADD D I -R I > I D:I I 0 I 0 ." m I " I li> 1 :I: ,. I ~ c:n c:n c:n c:n c:n c:n I ~ m c:n ~ 00 ~ : 000 0 001 I I : :" i: , :0 I m _ I I . l 1 ~ ~ 1 +' MAtCH JI E SU! 111:+ 0 t fOR G NTINUAlION SEE DWG II MATCH LINE STA 111+00 :fOR CONTINUATION SEE DWG II __ ~ ~ 8! ~, il i j r :~I ',: : i ~/~:'f ~! / ! ~~1,,;~ i~!>,':: ' ;:;E~ ,f/, /~:'::',r~.I!Vi J,t/ . \ i: ili! ".:' I , 'U l " ,~"":I J: " ~ 8 :l:' ',/.../ , ' /<<4 ~ !{: ~ (! 1 :E<:D' . t I I ;t~., ~~ ,. Ei~ ,# ~n ~;g ','. '!)'''~ jI ,,*Vl 'f . I' , 'i:l g:) ::.I ~ . L j ~ / .0:: ~ <n O(~ \. ,I! ':i.... c; co , .' l' 1 rh ' cP <[' 1 '0' -(/'I "T'J //~ <:$ :'l:1 I"" · " , !' ~ I SJt>. 111+5 rJJ ~' :: "" ' u:: ~ ::::i ;=:: ,'7' / ~ I',!' -I>o..!.. ' :. " ': 1 - !I" Cj'>' , -,-:::' i" 1 - , - . ~ - -~ - - .ut l[l' ~ - :c~/' ;! ,ta /'~1 :.. c= m, (;j~,I:tfS', j rr 7 * m z ~ ! 'I j '. J o 1 &;11 IE~f$o.o <""f D llil......~ '. ~ il <=))1 ,1&' , ~, NO" :. .' I ~ ' Vl~ ' . ,W __ _L___-----< ~~..~', ,~O ,'rt'.../i:'> J..~ !. d:{i,.,' '.::::i8: ' . .' 1 I - , V1 / //z'~~>(~ j ~!." ."....." ..".". 'f '- , J 0". . I ~ . ' , '=', -, .-------.e-; ( f' { \....:........,', " " ~:','~'''~ f-:::: -l~~': ~" ,':....~ -' ROlli j : j ~' 0 . ,(,; == 'Z , I; , .. I,,!, i ~ ''',.., ,<.s:>,..";.....,...,,.,'. / of' ! . 31 O. , ~ ~f ' f '.., ~, t ~ / {,-.-...." ( I, .. ,-,~'" ''J,,./ j '. o ~ ~ _L . ) . 1 ~ ' /' ..' " I -;.. ~\l'"' $ ........;? . ( 1 , ~:ffi ??ij j:',;'i; f( __ I , ~:':: ~~1'9"--..' ...,... " 1 > , )': <:2,:I::::.:::"?'\ ~...'. ~ /- -"-_,-el:~ -... 1'''\ . ' :-:::::;~-~~:::....., ,..~:.......::: ...... '..... . I 'll ..:, '\ '::;"",;;;....-- ,:... .....' , },..'.......- ..", .. 31 ::e ~,-......-:::'.', '.. \ ~""........'::..., ,':.:..': "";:--'......,....'03'1: _---{l8 , --- I o " "'- ..":":::::..,~".." "iI- "\M'=_~',,::, "..,.., _ ..",."1.....~-. I k. ....'.,'~, } '..'V1..:::::...---~ """ , ..:.......,..,~,:-.:,:::::: I < :::.:;;;;...-:......, \ ' ~ i...~-~ -:..:-:;;:''i!3...w..:;;I.~... r \ -.,'---~............. I~SS~~>"""::::"'" ,,: 1 m I ~ ~ \ ..... , , - - ~-.. ..., o _' ' " :::::;::":::;,.....\::;.."..,\-, .. '1 ,.'......'..,......'1""'..",.".::::,::..;..,,,.... 0/"" A '..... J ~ i15"" "....,~.........- -": , ' - , , , ' ,.".,'....y \ , \,..'..'!.....'. ~~... C.;J" ()/fr~.:::""::;<o ,....,....~ ::."..,.. 1 o (.H ! ' I ~'7'.._.wJ;w-~~-~~;;:J......"-,_."",, '=' -,,': .>'" -.. Z~.... , ...'...j::7' 1 - ~ + '.. \ ...... /' """"'"'...,::<.... .. ';::,." ...... m .; pq '. ! . ' I l """""'-.v-""'__......._~,,'U...~""'~~, -~_:...c.~ - 0' , I Ul . " , 'I , ' ~ -,,--- o ,j ',. [1 '. .. ,1,-~-_.--:.e-;:: ~--~-_..;, ,! HIGHWAY I EAST ,;. i5I' "u j :;c; I 'T ";"~:":, ~~~~'-"_,""..L · \} ~ q . .' . ~ 1_ '. .... ~ "h_ 1'-" .1.. _~ - ~',~~ , .. I --'.~ ,>:v--.~ Y"'--,,- .....,....._~^'INNN...~'><W<W~=~1 :.... ~ ,I" ~ I . ....... - 2S:j ....,;,'."......., '" ..,:::,'..,:: ~ ..-_.............w__ I,' , ~ ~, . . "I: -. to, I' -.....' I .. -1_ " ':!:' " ~ ::c; , __ _. - , ...' 1 ~, ( ....,. \ ' -..~ --: ' , ~ . ~ ' ", 1 , ~ " ,,' d, -' ' ~ ~~Z Vl.. \ , )"7:. ~ .' m ~~" l~"~':':'~":~'::::::::~--""'- __ "'- "..,.....,'..',< , I', ' ' 'p, ' ,: : : ' ',g , ~.' ,1 " i .L1 , :..........,'~r:S" "".\.'.e\ \ '..,'::\', ,G">"" ' ~ ~;;::: }' :::' ,.'.." ' ' .. , ~.."':"" l>' iO ' ' ,....:::.. ,...,N ,l ......1.. - l.. -0 t...':".,......... - .... .. .' ,'~: I " I ~, " I ' ~'I j' __,4~_~M=.MM_~._";,J,;.........~_',;".,,I~ St:::::e If;:,..... ~ .." I., W :0 !' , "'i': - ' II "~.,,/',..:'.. ,QJ '. , ~,n ..,-......... m, '..L ~....".. I . ,",'" . '($'I \ ~ ''''J-..IN ~_ ~'.,... ~ ., - ,... . .1- < j_ _. 'j:' IICO+'. ..1 ..;...f 1 ::. 'l' : O"lNUl \ .. !!i - ", <f , ' en, ,,,Ii!:, ' , ' . . _ _ ~ ,', ~ ' ~. , ?, -."""'-~~:';':...~:___.__7,.,:::.:... '.,," ~ ,I ~ J ,i : " , r i, I, ,l: . 11 )1, I t"~._---...-(::-~--\--I- ---,--------- I-------~~----- \ ._ ,l_.__ l i ='_.=..w~_ I CJ) <5 11. !: i, ,j ": :' " I!'[! ,: '1 ----.....- \~"-~-- ;: '-}r"---.<- ' " \" t11~WAYt+-WE-S'T ---------f---- , _ : I . . . I' . . ~ .! . I 1:: . : ~ -r.~ . +--( - - -- .. ~ . t . L - ~ ,~,c>o<>>>>,.,"'....w'" 'v~,~ \ - . .. , .',' 0 "';,_ ' I .Ij,,: ",,1 Il, . 1/: , , 1 '! I : ,,; -~,- LJ~ -J:--"":ii i" . ,.----~T---.,.!Eg;S:;.-~~-_S~---_~~ ----- .. .~') -.~-=;--.~'-'::::;'.. ~~'~"'~ .'" ----..-q-- I ' .', ,.', 'I' , , 'i ! , , ' '''' I' , .; , " "!O, I'" I' --- ~' , ...... \ ''''' - -,," - - - - _::s: - -" -- I .. ~ 1 I'" . .. ; . . .. .. ,; . I .. I . 1 I:' j t .: i . -- \.. _ .'. . .. :;;-:-x. ~;. ';;,,:" y .....<' - 'tt . '::::,::- ~- - - - i,,- - - 'or, - - - oIo:t - - - _ _ :... .. ~ 1 ,'... ,'1 I I 1,," r 1 ; , ' , 11 i ! ,,' j : i ' ' , , " " , : ' '_ j ..'......:..'N tr> l .'t,..,..,..,..:r. ~, , iffi"" "w"~1W~iW']t,i[!f4i: ~1W:4!"'%% ""^'''",," ~~"'"'' "'" -", S,. , ,,- -- -J 0 - - - - I '\. 1 -, ' II;, II: ]1.,' ':, J ' I' i' ~' Lll" ! ,i, Ii 11n' J i--:H+' '~j:"T'I'TT- -'l::tLtL',! i.II"'" I ::=.:::..~~::e-l~~ :-':":-'+-"'~'~_'1~'~~,,~,-*_~-_~~_-,~i!~~~~~-,~:l:'::,:y* '*'1t:\flllj' riiI~~~lfuj~li!iiM~M{1$llr~a@'ijjl'io: , 11 :. :-:' I ~ I; I ; . ~ t: 1 .': l . --=-=-... 1 -",-:,:',:-:'1T ~ i.$';:'-"':vC:-.~. t . 0' ~.. .,.. - >m .....""~-i~~~ ~...:;;.:~, <:l#H%"~i~....,-':';I;:- 'X~:;:: ''''H*~ ~""',""k~~'w I':' I . . ::: :.: :. ~ : . ...; ..' ;:.:=..~., - ...--..,.."--- ---;;,._ ,~-;. r~ .. ""e- . ,>>-lfff1:~'" > .,t.;"~t~11?::;:1rI' m~1l:m-~-~~~\~ >M~,~y.;r.~ .ti!i~tJ '2' iW.> -. , . I ' ) : i j \ ~ : i ,! ! j' ).' , ,'" : ~ t -j ~ : -j-: ~: ~ -, -: I : i' I '.....,.." ' " ~ ~ ',,, "~' ~ \::~. ~-~~~ -',t':~, -"~XfJ4f;:tii. "#'i~~N~= l,~~t...x.;t;<<~l~'i:;~1f~.~ -.. :T - - - - - -', ,'j 01-. j' I ~:1 1:' ~ I! j j j..L.! . I; ~ \~...ll .....::::::-:; -~.o;':"~.:..~ _~ '";.1:..... s:.~~,;:y.y'-':-~mqf;7- 1 ,,*~~~,-,y.~4;.."'~4~m~"'I'...~~t'l~~.______ j ~ 1,1, i'IW' ,11'::'1 I' ',' , 111,1]: l, ','I!i!1 i.1 ~ :1.:1 j I :1 ~-~==:::-~-T-j.~;::_~;---v:--~~,~~,:~~--"-~)~.'~:'"':t'if~'"'[~Jl1i "!I;t.l;;i'^:itli~lt!i';1;11lfIl.i~<W T ---k i "" 1 I : j " ,',:,! ' , ' ' , 11 . , !:tA , ". i::e; 1 '!1: ,. , . 1 . .. """"",, - ... - - -] \h'\'= - \ " . ~, \'i~y\ ,. """E,,,,m;,\.~S%&~ M1'fiil 'dl1:efuf_Jt'=$Q;;"ra""!'IlI'.,~:r Z;W!',"""' ,,.,~11-"!i -::,'- r -";2:'- -. - - - . ,. i "" _' , , , , ; ,',' " " " : ' " , , , - ",- - -to" ~ .';H ...,,,1 .... '- ",.- ,,~ ~~:i'!0:1H' ""","",'mwm~"ii@';:-wr ".,..,.~',~... " Z 1- _ . ~ 4. I. . ~. ',~' ~ ; .!. : j ': . I' ........... WILto ;::. ;:Y' .:s.......~i- --;..-.JA __" .. ~~:::::-: ".. M.....i?:*'.;<<,.;.:t>~>>>,}:~.;'l1ti.~~i>}.}~ ~>;?~..~ ....~~~~t;.. ,.....?:4 ....: :'.__ ~ 1 +.. ~... . . . I I ", ".~..:" c..-: ~ "'" ' ::=a AX:.;.: ;r... t <..}'", M .; " ~ ::::...,...'J.~ [@~........: 'J.:ffi;,:?:' :;Jmt: '~~:::... ~"':-;.:.~krm~ ....)iBi~ ........ .. )>1_ . ; I..Lj~_~~~ 1 I :! . '. 1 -~_ '.l . ~ ~I: 'S .. . ...- -"':: cO -.' ~ 0;: ';;f.~ f~ ~:::<-~ ".: :Y~;':',;fW~)1 ...]. :-:P@W;.::~~ill~;;" '-" :g 6 !,' l>l;:grf"jo]" ,j -"~~1'~-+1 '1J+j -'rL..,Lt-+!, -i .....,!ot! ~-4, - -, l"'f -~..j. ~ i !'" r,""',,-- C~~T,,J . ~ \.... . L"-'~' PP':'J "wk\@;' Fi~'rlll l~i;'$!f~r:*J1 "" 9E!' t'". '.' 1 :0 ' O""~' q ,j '., .., 1 ::::;, '! i," I! : 1 'j ~ j.. y "", .- q. , 'i!1!m:""Z"'it d~L." "':@,f',..*'....!"."',.",<fi!il$""',,:Jtir%'-'), ... - . ~ i ~-:; .....:. - I' .' i "; l' i ; . I' .:"': ~.............. r" ~... -:'1 .'- , 'l:"1-%"'zWi'f~<1 '-'z,;q Ii:~-:. :s-tl 1.%;<~i~.W.w);.!^~-*~X"~ <<<*'J0:1JY.~~~~t;@%: .... i' ~ Ii :1 ~y~h:ll;jl.] ,lJA'II~f d'y Ur1lr i ,,! 'Ii, b--J1ffiJI'r-<~J(;l- [::l'!: i"l : r::: !---€B~" -+".~.~ \--1 ,~~HJiI-------i~N-~-;-~~- :6,-\1,~@f![ljltt :01.Jj2~JI'IL;{jli'ifu'~~. n \Y'[',"'\ ,1' 0, " " ' ',i ' i j[$ N"!,, '1"'-' K'.\ I ~'>( Ii ". ,}, .X :;;;~:""'~","",,<'*>>..""''''',"''ji ,j " .0' I,"-T !, ii il il i'1 ,'i; , ~ ',i :' ] ~ I i: ::,' '-. . " r~' ,;,..';o!~..~.~,..~~~~.1.~~~~ ~~.\~~~~~r I ~~,~...;.~~~j.~~.....~-~"'.....7.;'.":;"~~-\r :i'. t...,.' I > ,j, ',. I 1 '" .,. "ll' ,,', ,., ,,1,,] ,......-'-1 ,I '1"1.,,, \ L;' ,"T'J~ ,\, Ii! '~r :g , . I 'T ' , , "....... z ;;:: .1 l;;o'.' ",' 0;;0 . ~ : , , ' " :0 I ! :'" : i j j], " ; : ;T1' , Ci-. " :'; ! :1:., ")>.. '':,;':--. ' ;;o~", Lf,ji,; j o , ' " ' i, 1 '" ,1 , ' ,:;a:;;:: , ' , ~N g; IN "I, ..',>" __ '"- .. 1 j 1 [ i 'J iii I 1:'11' I' ' jj':,! "Ii" '" ' ,j . I, ,I ~-;T "T'J !~~~:,~ ,l \,:,(\~ ",~,,,~ I \ '; J ~ f;~ ' '! j i/t" : o . '1,:, i ' ,,' , ; ~ 0 1-1>0 00 U1 . \>C: ., \1; t , ' ~ ""')> " ' 1 - ,i", j i' ' bH c: oO"-!..,I'-" 1 ~ " .....,.; --. ,.,..,,'. 'J' , - _ !' ;: :z lJ1- ,tTt ~~<.' - '-"'::zr- r.: t .:.i-: o .-...' 1, ~c ,...... '. U1 ,,, · \ .,\, ,'\ ..., DJ '<n)> -----------l...,,:'i] , "I j > '-J'. ':,' ' , ' <:> ~ )> I <To - · 1 " t". f;..,; , co' rr, 'UI'I, 1 -4 I + ' , .. , z- <<> . 1 .l.' ' . 1 n ' r- , /, i ",,1 , m . I' I. i-.:. )> fT1 .~. 1- , O! i'1, .,11, I :si .Ie:; l \ ill \ \ ;;0 ,~ '='-+i' U!f!'''IL I o ' " IN...... · \ o' ;:},." ~;;om ' 'i j 0> > 000 ,', , , ' .' i " , ' ;;0 . z ,. '.-;\\) ,fT1 ~' -;;:: l ~ ~, ' " > 'll:g:I::O m : 11 j j ! : j ,! I' J. : I ' I, ' ~, · ~ l -'f i: ~ .;;:! <."U <n~' j.' I l nl31:o ~ > ~ ' ]1,. ,j " d , ,. ' : ' , , Vl.J>.' I . " .. ~:)> ,1"1~ ~" :I: '-_' ')'" i 0 j ,', 00:>': ~... ,i ',' , , , , " q , , ' " " " ' ;;:: ! ~ I . ;t\ ,<1 z " ~)> )>)> ...... ; .', ,~~ " m mo. , , , 'Vl' I. ." . . , -< :I: ',' X ' , J!; . ; . bP P ; ! : . 'j -:: I::! i i j , : j ',j Iii ,'P; i Ii i ,1 i ' I' 0 g · \", :.J..." ~ ' ~ n ~ ~ " -:" 1 ! ! i . --.' " I <Jl I"'! 1 1\ 1 y> '" ""': ' 'i:>,' j I 1 ." . ! n, , I,' 1;": 'z < {..- . r;.\ :,\" f ::!Z c: G") fg "-,,,:!!,, l 61 k~J ,,~~ 1'1:;':7 ;':1111";: "1;:1 L ,,' A:lljl: ',Ii ,.' 1,' . i ,'.,' ~. :11! ", 'a~~ 'i~'~!~''''';' ">~k';.'\: ,> ' . ,8~ t"'" Vl (- :> iij, if, " ' I .. "" '" - " . rn' il" : , I P, . 'I ' ' , " ,fT], ~,., 1 ... ~.~ r- " 0 <:;>', Vl, " ". , ) II 1 ;: r. ;!; '" Z . ! : <: :IT Ii' , "I k ,1" " , '1 " " , '! ' . J ~ I ,v .' ", <-..; 0 )> ; Vl ;;:: ..... -0 "..' . " z I' ,...:Z"" - L ' '~ '., " , " I' U ". I', " I l I / , " .. " ......;;0 i-Im ,,' , :;; ~' - ; , l" u.> , " . , , ' 1::0 ,]' . . ' .: _....... ,"fIt '0JIfiJfJff1J. f ~./:-; '.' "'" 1 0 ;;0 Bi ....,. ", r. ; , I ~ ~ ~ 1 i! f M"i,: 1 i : 1 . ! i ' ! !, ~ , ,! I ,j Ii, j i , 1 1 :.~-_- - -; - ~""r,":=::,. I , ~ \ , > :z (it, ~ )> CO ! j i > t f '. ; + 11i.' !1".:t: ';1"1'1 'ill ), i4 Iii 'i li',Ii' ; 11 'II! "1'1 - "I".~ ,I.,~ ~~. i \'~ ,\','.\X\ ~', \['-"" """"-='!:G<n .( r., ~n,: -<, ll~N~H if ,". cO, ", I i il I I ' i I ~ Ii, ;; j ; , i" , , , · \ · m ,\ ,..~. , '..,1 ~., n, ',hil' ,[, 'j , .. j""'" ',' "j' , , '.'" " I..... "if" , ~';, m ,~',,' , , . " .... ~ .:. . .. .' t . I ~.' I. .. ; . I ' ."-' ~ i. . _ ,...- l . ..,. f. I : i , ,,' >>- "'-'" .. ~ ~ 4" . t.. I . .' : I : ~ \ ~ .....,. Vl:x: - (f'l". ~. ~ !i I, " j ,~j 1 ';"1' I:, ,". r" .i "":' 1 ," . ' ,1 " : j . I ..'Bi'. ,:~)fi ,.~\\q (:C' ;' Vl n<..N')> 'j 1//';; ~" ell . ' " ; . I . t . .... , :: . ii' - I s :tr\ rln -.....: :( -1 ;0 0 . :';', .., " ::.. 1 '.' ) 'j:,!! i!':!";!: Iii:,' ;' : 1"1 I.: ! i" I "i" I 11'1' 1., ]"j: ~VlI.::ti ',l.\ "'j\, lnl . -~---,,, - 'I i oo::e 'IiI jj:l .... 1 . ", : ' I::! !'" 1 ' ' ! i' ,., t 1;' ";" ...... r.rl ' ":' ....::eO c:' ~ \,\ \'\' ,},:: Vl - , ,1j" '" " : ,',' 1;J1:1;1i j .lli]] ,,j 'I,' I,! J~,i 1:.., ;!,':'"I i'" .;::j z~,) ]I:;:j I . : ?~,.. :~ '-, & \" ~ '\ ; :: ;" '~i;', ,...., n:~ :iUi.O! . : . t t ... . . ,,~. I. '. I ( : ~.. : . .. . . I . ;. t. . - \. ...... ,. . ,,:'~ ~ ~,~ ~: : " 1, it,,' ,.j.' ii'l ": ,; 'j, .,!, jj ,1,',1,.' J' ),] I' '1'''''1' 'I"""" ,z.::.n <=~ 0" ,. . \ I'~ 1-' '<n}n 'iUj " .. ' , ! ',1 "", I' 1': ",! ' " ,,' i .! ' ,"" ,'!, ' <;> ~o 0)>' ':lC> · "1. 'I ci .-,j "",. '" ,1.':.":' ,U , '!I'!" ::" 1'1 ,;:!~: I' ]1' ,,' ;i!I" ,,~; '" 1 I,l ....M~~ ~~: : ~:~ \~," ,~' 'j :1 :' ---- ~ ,--------- ~J i1j'l:rri'lii;1 ", j J"I" : ',' I"':'" , ' , ' ,~,' "I -Vln)>Z' I '='.~ \ \" \. ,(; -.-: ,t!iU'li;! ' " _ ~ I' . ~ I I' t . . . . I:' r:""""I .. f":'1 --I Vl G") J I I _ ~\ -: t {_:;:,\..: r! . . : _' . . '. '% .' ~ . . I . _. . .' ("T1". <..11 I --t . ~ . ~ ~ , ~~_..- ""-*"'*'~_.........w,..........~,~ fIX... _-"W""""H''''"",^, . 1 . . 1 ,,' 00 ' ;,~!!:!. , 'j 1 .:: '.'..... -:= .. '=' ,<./1 II', ^ ~ ~~ '";;- ..~~~..~.~.':';;;;;..~~~..~~", .1 HI iJ I ., .' if 11 1 , ". , " ," i::",,' 0 ;..'"..... I' \ . j ^ ,I U ,'/I f I + . . . . . . ......,~~...~....~"".. · , ~- :f-_' -.:: \ . :.... : '" ,,' 1"""'\ I! , ! '.' . ':' 1 ] i " , ' ' i" l' I ' "I' ~,::7 · ,r :J · --I ,'l;" " ',' , '.. , ~ 1/'/" '!", '-' " i 1 j 'I" , ~-,_. ---~~.-< > J, ',' . '} . '" j I' ;,1.' . . '-";:---. \J . \ ~ "I I l~ , Z 0 , ',' j., ,,' ' 1" ' ,j , i' """ ' ". ,..,._ ~ : ". ;' .', " i f U1 . . j' ,i j . > I 'I ,,1 ! 'I "" , ,1 , : " "",.' , · Xl "NO" , : ,!' \1'\\'\)-., '!i ,"", I' -CD - , .~ 0 ' ;1 1 , . ,1 ' , , ,; , , I ' , , . - ,,<<, ' ':, 0 z . ...'" , ; : j "'." a j:': - '-ocb i ' j 1 ,j] 1,. , !, :,',! ,j '1: 1 ' , : ~:. ~ . 38~ ~ I. ~\\\, !! ., ., '.. '. "') ,\~ ;:;:l, I J;:: ,,:1: 1 < , Z ''''J 'i:lo' '1 j'l '," '! ,,- I ". . O~U1 : .. ..}\V; ";, ., 1,.\\;;0 f ,{."c: . ,.,,1 . ..;: . 1:::;'. T~ :1' j:; .1,' " ':1,:. "II : "]1' 111'1 ,! '" II !:!,l I J : ~"l"""",i.:!p;-J~ ~\'" i '{t.v ~\\':'\ \'r' :" i.',,\\\ ~' f;?~~S~a :,;'f'f~;;!:'\ 1, l O,^ "0:%" i ': I :" "i' , · I ."..~'.' -' ~'I' .0:\..,..,-;!:11"\'.':I!!1 - \/' _ : I I r! <i") . - . 1 ; . . . ; I . --- --- ~ '. ---. Z'" " '1; ~ -. ::; o --I' 1':'11':1>.",.,""" , ',; "j':: ',', ':'" '. 1 f- - ,; . If I \ o. . ~~",\. ,.11:U" 1 z _ . .. :;;... ,. , " , " " , ",.! . ~ > 'f ;;0 , ." .,,:i; CJ) , . (,(1 '7"" " ,. !" " . " ., , " " , " ,: ,.', , . I ...','. '" '\ '"' / j - '- r-' ,\ ;; ~' '... - c - . .~. t{l-iC~:!: i 1 :;-' ,;:: .. 1. : ll" ~., I -:I. ::.~ . ,,,:.... l./ Ii -'1.,.:.0.::,\_ ~'1 .-i;~ -,-:- "''''...... ~ ~'., ~ ,Lln ~;:g11,1 i 1. ,I ,\ i ,11: i'I,i, I. j" JL ,ll,'l1 lil, ~---~:":',,;,' '~f~\~' ", ':}\. ~/1 I)\'l /,. '~'.,1.1iUl1;1'1 "'I ~ r <5 ji':l '~T1jljl";1~111::' , jl;' 'j ~: 1:'i' I' ,I) ! I:i, Iii' !.~11 ] - -- --- !l~~ ~~j, '~J' \,.' \'~";'f t'ff~j, I ~'~~_.-,? , :v: jl'1l!4r~n ,:4J ;;! 0')' i, ,,).' , ' j';' I ] . ~ ,,',' 1" . j; : . I II ,,"'\ ;, ,I, '\"',..' ..:. N m Z --n..,. , . . "1ll"U ' . i'i' 1 ~ . . " ...... .. 1 . I ~ . . . . "' I J" ..">.:. "'r. ~ _ -; t; .' " m ~""j " :-,', ,',!', "/"'ll j ',' '1' ,',,',! nn_ ;'-1>0 ,,} , , "'1 '0 -"',-4 ill'!"'!:!! jJ ~ -< i,:~:;:ll::;:::"; 1~~ I,: lll:l'l~ Ii, . 8< .;\ Ij'!)' : ida: '"I'" ~::j~ ,~~ ~i. :h" '.'. .\.1'1 F'~,',' ...,., ~~a~{t'~ :'~ llhi{'!ii!:lG:' z ,'. ' , " , : 1 ". . I ' , , , 'j ~ :, z ': ,!' i<t!;::,.. ' :I: -<)> I'=" I' . u,- '~:~' .., I, v..J 0" 0")> .<". \ " q i' . G) 1 ... 1': 1 :.. I ~ .. Z'..: ~ . I .. ~ . . .: . j. . OO'-Df....,.,I ~ . ~ z q, ,,!I ,k]~ .11!li!:j ,!lj1 j,;jl irJ]Il" 1]1 ilLI i1 i, ,~r,d j ",II: ,ii", ~, ,"' I ~-f~' , "\~"'<~:~ .'..l~ \ , 4o.oo'-l)~ : \. \ I;;. .j ,..." m:om , 0 " " j, '~Hi!' 'Ai' 1 f 1 , j " ,] ; I f l lTT I j L ~ ; ,ru: :' 'I '-;-l;T'r i'T T ' , · !~ ~,r.T! ' j 'j j, i ; il I' -','''-'''--- - __~,..,::.l..3~i ~ """"'''!.:~:;:~;';;:,,~~~~;;;';[!.f; ,'~ ~~\:.,; ~\~>>>>. '/'r{!" ~:~:}:'::~1: ~::::::/~: ~ ~ ~ <:J>+ [I)., Ii! \ [ !n]HiJ! '.;, ~.t 1 , z .' " , " ~,,' "J' ',! 'j, rJ- 'i, ; '/. ~", j', '- , !j 'i:- ,,,"""""",,,,,,. , ,"" .- .......r-. ",,f , . N ""-J. ' ' "",, l L * .' ." 1i';;j':]ii'~j';lJ!'!!j,i,' j'::,], ':'~i,J; :';1' ~j":-:j],',' .j;i:R i : >":<;'\' .,.,.......: ~tQ: ,'--~~~'.':1::7"1! '-".~ '\:"""\..." ", .~:-=:- :';" ,~t; ~ .', "J'\',ijl;; """;";..1-' ~...., ~~..;J...-"-,,'^', ~""__ "....-ll~4~~""-: .I I 1../ _I.' . I:: '- . '-j '1: . oj ;.; . . ,..,. ~~: ,;..~.......~~ I" \ I -. -5, . ... -:7 . I ii' ;-~' -'~ c_ - V/.,;.1 ~'-':i't-"t--:--4'"11 11.~ ......: ~1.J..---.:-: - ~j -!" .-11-1:ii -;1' . l i'." ~~.......... . .c._ .' .. ,J.'I.ll{ ~ ~~;..:;;,:: _:.~_tl~:':.:: .' . ~ . c - .- ~ . ~::j ... I ,.?Ii C -,-T,';.,,~lil ;prST~ lI9}81]j,,'i L~ .~:: )! :.,] 1::,1, i ~~a! ': ;'1 i: i",.. .._ ~'~~~"f'\\!::~"ii~=;t~'\7Ii!~~..::";,,,..'''~'-'''''~'''''' .,~:~_':" ,.....:...:-..;-,~I,,~\....t. -,";"::,--.~,,::,,,,,,,:~_.""';"+..~J'It.,jim H .....Jt .' 0 .: N ", 'i'," ~---~- 'jj-'~-"'T' .,--'- .....d. 'j"" '1 ' ",'" j 'j "1'""..' - i""""""'" .. ;;;...~';O :,..",,-_,..,,'=--"~ ._", i:'\\, ":1" ,,'. 'L ." ,..~:,..' , ~ )>" 61T!'~~!~JjP!ijslrAn20~1~! 'YJ I":!! .ijl;) i!llj:] 'I!! 'NJ1:~:1, jlV,] ~~\ \ ~~ ~ "', ~~ \ ~-1" "'-:"'~..~", ."ti /J 1'-::;;::-,:..",>, IlO2:Q9:-Ll::",_-';--<::' ,',;-1\1 '" ~'j ,.~ C Z' OJ;, 'mQ:,:'~j;1 "1-'.;j-;.....;;..':i.j........Lr;~-1T:-~-l:[; ---- '. ~r+.+-j~. 3!::li:i: 1: 1'1' ~:;O\_-' r-fT1 \ ,'(:' Z I "';:;';":',;,~ ",.',' ([ '/~<>\\)r-::-:::--,::..",,~....--- "~::1\\ ',,!,:n J , :0: 1, ' II:' -'," 11" 'I" ,! ' -, '''! ~}1 1", ,i, ::t::'j, j' j ~'" "C::'l' ' \., ,.,. .7..-;;..:;,.';;;..",_ .... 1........,<,,'.;;:..: , !j., , 1" --I ':f'; l!'>~i:l:"'1 j ,':i "': j :", : ; i ,'..J ,jL,' ,) "U ',),':, :" .' --I \ '=' ,\ ~~ . I ) , ? .. ,',' '-!llf"'''''''''-.':';' <,"L~.J:::........""""'" ':;...,' ' '\i q ,1 . ;Jl ,)'; ,~;! :ii;', 1 '1 ',.:,' "1 1 Q>-o-:-r~-l - '--r'-~'" i ,," '; ,I",,'~O \ ~"', ' .:- ""\,_,,:,,, V/"..'.~,<:::::::..;;,;.+':~~~Y'.:.;:,;\::; "i'~'I,\1.jj .,., 1 ';,:: i.' (f) !l]!'l ;~~i~!~;nl n !!,l! !:I!li!1 !j! II', \dl!<ll jj'1];il1l~ ,!~d)I",IP~~~' \ :k~~:. ,/ ,_(_--=-;,,*--~~t' ~{)'~{1.~~~ .",..:;) T~~llI111dfL~H, <~j > ~ "11j 1'!<1Il:~II!U'! ':11:1 '1'! I :]',l! l'j1 I il ~1' ~QC>.i i' :j' Ii: .;:tJ T~"i1!!" :,1 '.. ~ I ----~~~_ '..;.,--~""--,-"" ':::", -';,\'\[fJI'l' ..\ ,ii~.l.'/;::a'# ",' I l\WJ':~/ZTm;i);,"IH '9 . , ", ' ' ;1 ll:' '''1'! : 1 ' : , , ;1' ,i i .' , 'I'i: .' 1 th "J.t lj '. I~ I' ' " : II::: 11] . -,....~ ~ ~". .;.J....,_ - ~..., ;:;:;;;--\ " " l! fi'iO?..' " : ' .\ kilt; !/ <.s:> 0" ~ '..,. ' ji, H "., '.. > ' . " ' " ! ' ' = ""'" ~1.. , . " ' ~ '.........., .F' ~ . J; ,i! _ I . ~ 00 V1 '" . ;; . i' " , z ' ,; j .: '," '",' ' ;- Qi"-" ' ....!' ' ". """ >,:~........ , '<~', IIV>'~<') i!V -I>o-lai . if!' " ,',,' o _ ~ILi ,) :,;~,~jrl ; i,:'l'l";"'j: I, II ' !O'l~'!, i:l 'I' . j ,;g ',il ,i 1j'] ,<,"",,- *"",,~'-!.'~,",......' r- " :. - ,.c=1!lJ: ".\"'< !.It', 0-', . '! if ,,' ." "" !: .: N ": .~1-i-'1 i .!l'j'll . 'I ~:~. I ':'l~i I ~ :b i:l : . :: ~ . l:: l"LLi, ~ :~~'\.\ l> \:' , : I; ~'" - ~:~ o~ . I ~f~r!J-i . ).Fii. ~~, ai ~ "7" jiiill;jj.J,t;l;lii:l ]1 :lllill 'i'l ':, ,1j:p.II':," j ,I' ~ 11:'IL:" I '[" ~ '"" '. ',1\ ~ 'I, :' ,:''):~t/ ;:1'1'\.00 ,': ..:~: jJ,~;,!" fi fiU n:, ",;' . ~ + Jl:i':':~iLU!'l " 1 11:! 11'/ I ii' j':l'-T li1: r m 11' 'I' "1 j' ,', '(' ",,' j"1 '\': ' ,.':;: >\', , ',i '!.' liff"'I .n fill, ", m g :':"i'1"I"Tj'Lj: 11;:" :!'1 '! j j' I:', 'I 'I:' ;w. I, I,' 1 "1 j , o~\ ,\ g \' ':~' .. ~.. I ,:.'" , ,~ ii, ,,;' I', Iii! "1 ,> , ~ ",,' , , , ;. J:..! !' j: ,1 " ! ,;: ' " wi, II '!' Ii ''< ...... """ \ ~ , ':' Ii, '( ,~. \ ! · 'Ii, !! 1\, '.: t z "i,!, "II;}l!:e"'! ." : , 1 ," ' " " ;;a j i ~...... \ "\ ,,\ ~ ,'.' " ~,'" ' .~'.;' i' ,,', "''','., -4 ' L . ' : 1 ;:;:;' : ,j; ',' ' ': '! l. 1 J. j , i ' ' " ,'..13 .: . , " , : .. ! '< ,)>:z \ \; \ ~ \', t," '<: t ''. '~"\' "'. 1 · ,n. ! if iliJ 'ill ,"'". ,. ,', ,'__ :'l j rt1~ ',.' ' '! I' k.b .', j" :,;. ,'h !.' .:'~ '\ ' V'JGi \ ~\~ -< \~ '" ;.. l> I ~" : f \ 1.~1...... ; I "r:, t-t ;-!1 i~' ,--'- I' ' , L:i~i '.;.,i'jj1!::1 I:j1 1!~ ' i,11I 1:,1 ~ Iii! 11 I, 'L "1 ,IL 1:: ,:,1ilh '< ~ ~ '. ", \, '. ,~J,:',: c~~/ 1\1 \; '" Jl!/!fl!f! /!Ji! ]j,:, ,,' " 'j . "i' '" ' , ': " '; ,l ' " , . , 'T', T ' " " ' " .j:- <: ., " , " \ ", ) , f ,,11m!. r.T";;,, ~ ~ ~ ::" l.(l ""S, '.' I j" I' I , "j 1 . i' , , ' I (",..,'--',..,' ,':.j:- \ \ F"'- -, " ' I ~ ' <" : l". ,', i \',.. . --" I' ,; -0 ,I ,. j V"1 ! ; ; l ' I 1. . . \ ~ , ---- ~ ,~ \ ::. . .. ' . :;-< ".' 1. l,j ,:::::~1 ;', I :" ' ,I j " k' '1" , ,.':':' Ii':', ": 'i, '~".\ ..':::'~,\ , J: ! '"i -,:', \ ':" IJ ::\\'~ ",., , . , ' , ',' , , ' , ,,' , , ,,' ~, 'II' " '1" I' " ,(<), , , ' , ,.. , . '" ~" ", , , I =E ~ ' N- j ,.: ; ,7 FI '1: 11 .;; i,; 1 Ii .. I! ! F r; I: , i 1 l "I j" ii, ,,'" !, 0'.. 1-- \ ' ' :' " '.' 'j; 1 5. l ' "L\{\ , . ~ . n ".,\)~\", , .. n ~- , t I" ..., , , i .1 j .i': 1 j " . I j ~ . i;" 'I . ~ i.." ~ : '_ l l: ~. . \\\~ I:;U- N]1::IL:.iil)ij:] ;1;1 jjj Hd;jql jjl! ,'ji>j: 1I"j .1 i'!"llJl"1 "I:I:!" d j) '. ,~\ -." ,:',,: ,.,':- 0 \' \\'1' \ I:~ ,Ii\) f\, ,\~':~;~ , ''\''".:',.1,~-...8~~ ~'- 0+ l~ni;jj~HH,.j~~~i .L:1L..l'''I: :;lli,ij)J:'+~illl~.J .~ifjjj '+i, ,j; ::1lj .!';I~~~jlll i: "jll! j i111i' \, ''<, ~ ~ ,(, , ~'!i)(!.,:'!r" '.u" im'\'L', l' ::: ,;11\:\ ..\ \,>~}, : 'c 'I " - , ,.1"1' , ,; , , , . !" T'i!' Hl r.,< ,T'"- - " ,. < 'I" , , I' ,i., f..' , '" ,. ~- ..., --" J " ' · '.'" , ' , ,...', . -.- All:: Ii, j i . '. ,.. I : " ,: ': . . ~ - : ' , : . '!. I, ':. : , ,. ~ .1. ... - -... ~ ~ ~ - - o. .- .:..- ~. _,,;~ - ~. '.. ,_,\ ',,', ~,' ' 0 ." I'" '" . j , , , ij'" +-I " " ," I'" " ." , ! I' :" , 'ii' j" ,,/,:- ' , (< ''''' ,r ,':' \~\\\y' '1- -- . ~ - "-' ",,; ",'- -, " - ..- , - 'I , , ,; , ", " ,," " , ' = "I j , , ' ' :' " .'. ' , <:l . .. ,'--:.. ' i!"'~ ,q ":l'" 1\ .. ,'\ ' ,., ' -- z:~ .: l! . :~ ~ ~1 A :::;11 l'i'-~ :. j ; ': '! l';.i '.' . '~:.ll , a ," ~ ;.: , j.r I . ,;:\!'<; 0, .~: Ir.-- ~ '.... ...... --I , . : Ii ' ! . , ' ,",' i ' , . ' , ' > ' i , : :i " . 1'1 , : ' , 1 ;:: 1" 1 ",' i' , , !'. I ;" :'" , \, " ~ I ' I" . !: 'L{ ,\: ~,i "Ufl\' \ " 1 ,\ 'h , l' m,-< . 1 ' , " . '. , ' ." ;," i' !". 1 '~ , < " ' i! {'" i", ' . '" I . , , ,. \~, '\ >' ;:0" : ., . 1 1 ' ' . i . . : . :. ! 'j . .'. : .; , ' :' : . . . . . '. : I: ~ . -; ':,' : ",\.., , ~ '. ~:i' ~. !'.. l'~, .. ~ 1 ~" ~ U) .' . . : . 1 .' '. . . , ;: : ' i. . . 1, t '\ , . , #" t ~~ .. .::: . -." 1 ':: ~ ~ i!- _'" ~f ~~ 'I' ',f : 'i1']l';!]i :1"1,j1.j i 'iiii 11]1:1 ' !' j :':"11 j' II 1,1 'i!' '1";1' '< "V., ......',,;;, ,,",' ~', " ,,i \\ ,~.:~ ,Hl".i ';.! \, "'.. ' _.~ 0- I, i ,. , .!, ,',' . , 'I' '1 'j ,; I" ,\ ""{~ ,........ .;.J", ., j...,:if i'l" " > ;. " ;u.. ' " '1j , ';','. , I' '1 1, j; " ' ': 1 l' " ,I' "\, { · .. ' :' I i ,n ..'j\ q"", ' , ' , ., ., , ' ! ' ,.!"" " " .....' , . ." "" ' , '. ' ' , ., i ... .. " , ';' .. 1'" " ," 'j , . . \ '. ' ..'.,.. :1,,1\" .. , " ~ ,"..; -lf~i'!H';1 i,,1!',J'l]'1! il;~!:jl: 11 :tl:! n, ,1,1:"!;'I' I,,:',I.!,' j i. 'j i,J ,.1,::: ij,I\,),. \, ..~, '''''''''\1; . "'\ i :,. j\ .'\f\ l>>~."'" ' "::e N . , ., " ,,' j' ,', "', , ' l' .. , I 'i i ' '.' 1 , I '/' "j"';i · <' , · H.' ".' '. . .::.,. , ::; .,: 1 .. I. , - -' , . ... m , , " ',' ,.. " ," i ".. , , , . , . , ' " j ~ I I . , , , ~," '.. ",;' \,: ' , .. I" ;U ,', c.NL 1 d i1 j L] i l ; d ,~ t "t i ; 1. 1 "j il!! '>! i: I ,j L i dill]]' I L,: I 1;1, ,I: 1! !! I :; 1 i ; d 1 \. \ \1\ ' 1 (~ ' , ....51H ~, ..' ~l\, : ' ,< ,\ I', . ,:, \\} \ ;" "'~'" . .. ,,' . ",' ",] il! ' 1 ' . , , ' , 1" , " ill' l' " .' - - ~ ~ ~ ~ C !"!' -"" i 1\ '; "" . , ,,' < ~ . :., ,. .: ~ '<i 1 -: ': i ..:' I I . ': "'; i . ; , :: . 1 ~ " " ,i . ~ .. .. ,:::'- . - -- _ ;:; -:t/. if; : ~ .. . .', ':._: - \_ . rl ,- r" ~ - _'. J: ::_~.'::::: '''j .~; 1 !':' ,11'1 :', fl.f' 'II ". 'J;: ,. -"'4... ." ~::~- , ~'~:. .1 "i~ .\~~':-,. ..._~ .1. ~l'i!'.n".l' 'itjU I::,: i l,lj],I=<': :, !1::!,: 1;:11:: i ,,1: ;1 ],.j, ,11, i 1;':';,1 . , N=,i':~' ~' ' ,"....".' .. ,.i' \ ' , l'T1 .liit:\ , " ,iii.,li\,- ")1'1')\ .', " I! ' " 1 ' , H !, l. , ,11 !"'.. , '< , ' 'il!,,! ;: "]i'" '1" l' l' " ,I -;, , ' , . ,+ i ,-", L ". ," I ,,'\ ~, , , , \ ',''I l\" 1', ' .'i : , " ".. ." , ,! " ,- ,1 ' ., r " , , , "( , ,. ""'''''. \..,', ,- : , . ~ ." '1',': ~: '. iI, : ......,., 'i:' :. I :.: ': _ i . I "N V') ~ ~ ~; '. :<."N-d;) .: #.. !.:,. 1 . i.. -- ; "',i,);,:L'} 1:1 !il:':l : 111 :lL!: 11'1 !;: ],i]ElI : Ij: LilL] 1 ,,:L1 1,:1:, , " -; \<.s:>::e ,,,.;t ~'I .' \\~a~~\j\,' \. ,\\,;~ '-,: ~;-' ~.i~.. ", ' '!'ilijil'ljH '~"IIILj j]!"'~i:! i'I;'] ,"j i j ,[~1~~: 1 ,',I:' 'I".! 'l!j;]i'l' "1'1'" " , ' I '. ,,' '~I' \~~~r} ,\\\. ::::',:"j'..~,.~,~~-' i ; ,'j 1j l ',. .!' I' '1, 'i!{~' "i" I '. 1 .....', i d ! ' iii " , " -l~1\ . ,1 ". ,(\ ' . '.', . j,],j,j" "S""'1')1"2+;"':' ,:., iid';; ",;.,', "" .....'..,'11 r", ," ,e> ,.. -"., , ,,\;,"'.1,. ,:,\, '..;}Il..:','"~,,,;,, 6.' ,. 0"_ ::-;: j 1 ~ . :1fi 4-1~ _ :', I ~ ~ : ~ i, . 1 ..LJI ~. I;'" a r ,~^ ~~J..' :~ ;~ I! .. . -: r " '.' ,1 r ,j,":>, -!"-'.T-'f~ -I;..I':i:.-!.....~r-7i+,-l-l!~, .. - , "L~"-'L -;-..---;~- !::\L, i, , ',1 , , .~ .'" "".. i:J~ ' ~'w' ; 1: ' ": \' ~ ,,' , i,: \1' 1; i ' , ,,:f, I"" j . 'T , :ct'!":.!,, , 'j)'> I ' "';:' \,~-:-":,,, ,\!. &\\., , ,', ,~,\, I'" \' ,;; '.. . - ", ':"1' "1'123' 8 '<T1--.t .+-1-...... l-+,~ ! ,-, 0 'j' 'I;' i 'i." ) I '] jl ' 'f;...l, I~\;L' ,;,-, '" ' \-"i-\ " ( ',J,!i. I" " ", ,".\: , ~, N "" . '\' .. <, ' A '" :' i" --, ' .., .' -' '...., .. ,", , , -- 0 -- . 'l' ? .1.1; "A . ! : " . ,......-: \ .. ... .'~ ":.t l'~-! : i . i'- .... !, j: j" j -r - -r - '-! -' , l' '" 1 . Li i ! . ".",", . c '" -l M z: ~ ;;0\ . '.:..., '\\\' .:' ; i ! ' '\ ,...; . . ' - " , ,., .." " , ,. ,: ", '!", c-> tP. ' 0 ~ .'l < '!fiJA' i ,': .", + I ' ., ' . , I I :' 'I ~ ' :,:,:..",',..,/ ,;...l ~ ,. N IT> ~ " J ' ., ' ........ ' . ~: : , ' I 1 :~ t-1'I ~ I . , ....... ,......, , ~ - t/'1 ~ \ .a.... '.' ..--,.... . ~z oi; j1 1 :;..:' I ' !" ~:. .......;;;:;;::::1 ' ct:riobd-HZ '0 \ ',.J>.0,,8...... ~:' '... "'Cl~ ,,\.,~, ,~,:,' ..~' " ' -t i.1 E 1 . ': . ~ :; IT;'1I-to . I ~x 2Z::X:;O ""<,.gOOl> -,~ ' 0 -'-""""QI--, ,-~' 1::>:: ,.~, 'J' ,', Bg, 01 jj"l.,ll I " "I~ 1111 11 ",;Q~"!', ';F,;1;--;fG ~tl.. ( r.,:.. ..~.\ ~~;:j_ "", 1.0i,,!>~~,\\\\\0"~~{,' ~"'" <:~';(';"~-""..."', ',~~l.. ,,' n I "':Ed:> I in':: IJl )"""int'l 1 i' "'!"',j:i;Q' taV!t. .~ '8 ",,-1>0. N, ,-"\dm'\t~\'" ~.~ -: ..~' ""); ,',' , .' o~ . =bl;B ! " "~:', i ! ,', l~~R,''', ! *Sf>titli~' , I'::,' ~Oog;~ ,I. .~. <W~!'\\\'::' ~},,:, "..,.,,:::-;\," - .;)/::-""1" ',' ...... ,'I" rhQ",:, .,.'!' , '. ':=-..<:>J' , (j.>G? ~d.' '1/" I~ woo, ~ ~ ',,<;' "''\~~:~ ~::). , ,...,1 I/"i' _- 0 .: .......1: : .: UJ:. ..L ; . \ _ m ~, \;.,.-..:_,.... - ~ ::.:" " . -.... , ~, .,' '. 'g;:~ ': 1i ,'I'! ' , " " ji 11, : g~~fg ," i ~r+= ~~a ~d ',3. ,'.6 ~' ~' 2o,:~;~i;::~~.#~~~ \, .'::'-- ..:'.......~'! ~/~",/~r ,/>"..1 ' ~ . v,1J.: . . . ~ 11 : . < ~ 1-< I : K - :s:; fTl:U ,.-. \ ($' . ;, .~... ..~ t . .r! . I . fT;1........ , 1 ,....:...." ~ .V '::, .... ""-:. .~ - ' './. , ::e I.(' -< ' "'" , !;:O i:I: ' :% ::, V!l ~ M '='" . ---- I '{. ,'~' " ' :', ...()'///f/.i " " " m , j;i' " ' ' t! ' ' " . 0;; /"'ll ;;0 ~;;o' \ U1rn z" ',/, ;.:L,;;;;..,'"" .'/,'~,/.r;:!/~:W.":; .....;/' '", ;;0 - ::t:f1'1, '8"':;:"~ ::0> J <no, \ J:.,., - ' '.. '#,," '....".:.-'..-;',.:,,.' " N "+,.;,, " " ,U ' . OJ'~ ti l>! , "T'J , <.Q'~ 0 Vl "', ~ ..' ,,', " ~ m. 'f '1 ,i ' , ,I ! ~ 1,.. ~b ic1>F!~ ~;;:= · ~ ~ ~~i5~ ~ I ~ ,if .." ii",{Jt,'~"'f'/" /' ,z +" 1'.1 ' ii, &i' u:!:o :u o'Oc-! f m '. \ =-.J>. -l':Jf:'. ,'.,..,~,.' .::>'.-- -:'-:>,:>' " , , ')> 0 , " '," r~ ' , , :I::!F n",d.' 1'\ . I U1B=-;:; ~ <<J"I-f')'Q ",;}p/-/,;:" .Y"".'..[. ,'-'. .' I' Z 0 ,. 4' ~d:: ~2ln i.. ' \ i;~ \ ~- -0" Yj" ~att'<' " ",' o . " "" 4: :It z X ~ - , .. . \,/ \ a:> y.& 00 + Yo ' ,,,.' .. 'if, . ' ,," :::. ;g, ", ,', .'1 b" ~ " . S~nE6 '. '. '. ~<>"> ~"" ,', ,,;,;:~}I;A /<j)~)::; . ' r- I"" 1 'I ;;!: 'r7>~V)i=O ,',. ~g~" ,- 0""... ii?k;i:"" ;' '," m , : ' '. "t Ii; z &i ;- Vl z '", \ ' "*_ j:j 'r ' I 0;' -:;.-'.." , , "" ! ] _" i l' ~~~CJ~ <' ' ,.-fZ "* .' r-,.. '. ,'!. ~.6' _ '. M,e rJ If" . , ' II, ,! ~' , ' ! " 'T ~~""'~~''>:'' og5~ · ~ \ . I. ~ r;t - ? ~......OO '/'/ ,;, ' c:n ' ' ," ~. ~ '::J::' ,;'j' 'H"" ~ . L o. l/~ " t'lj~'" 0.' ( ".\ " ":,, . ; . ; .; . , ~. : EX:. -=- a :......: .. I \~ I rt. .' + ! ',I??, , '''''''- I u.> -..: ~..::: _ " ' ,.ft.- Jf. . ,. ,. . " . ".; I, l ~ !, . 4 ,,! u.I j I Tj, ' ~ W .----J............... ~ . "" . , :. . .." , 00' ]. ' j j ,! . 1 . , ~ Si ~ iri - '} · .~~ (~if I "!!.tiii~>i"< "</" ~" \ ..:' . ~,' ,'ff ~ PI STA ,-~, 2~ , m Z ....... ). ~'~:..."" "- .. .:,::,';\\ '.-y",- '... ,...., 1 , . . I: 0;+ .0.. ........... ........, 0;" I .... Jtl" (f t ",' "\.:-::"\ '<~ .. , , I' I -,.----T.~---"]~-jl. ';.-"..r -;-.. ! ' , ' ~ .......~-' ." , '8~'~ '~<2". :{'I '" ,\, ~ i,' "<>H - -;..,..;' - '~"~j ...,.. '-"';;0- Z .' , I "S"On- . " ." '<', ..." , . . I . . 4: : L i , ' ,;::c z ~ 0:' I V'I ;- 0 . . -.,. I 1:>'" ~.... . ~l" . ' ! " ,',' ,---- c:r=.-;o;-- -+- --. --"--'---Qc! ~ 'tl>, r;V1 n ...... . ~, "" " -...." ,7 " ' ',: .',". ~ g ,i!, I ' 1 , ' SJfu J2G_t ~,~ -n ;nW'! t - ,,,! ' :' , ' ,~ .Y :c ~ J ~ ~ og:z ~p~ r;; \11;1,9,' ~..1iJ b ,;'~S", / ~~ ' .- ",: ",,", ....:-~" ~ '):',', ""\...~' , " _ r- ' ,',' 'I" ;1 !' , I j I ii' ' ' 1 ;.l.. i '~<(2 1 !;-j , , , vi ;,;;, Ci . m Vl Vl ;;0 JT1;;o .. l' I I UA~Cu . u ." . , , 1, .'. \.' , , ",. m ; ;, .,.,.. , TJ"" ",. . j;.!;IS .. '='...... < < - "I' { /1 L I -.u. ''''' f '" ,,,",' " " ~ .. ' . ,,', ," N i ~ ',' "oO~ <:I:. )>-)>~ - STA NE --~"~':;...' ro..;- - 'fl.. ,"'~'O. .,', . F$ N ~ ~ ' ::1 jl:!WI ijlil! ,h'i 1 ,]j, ,I'~~) IT _ il "I, ~~ ' g~ E~;3r- :'l:~Wd glf:PflL~ga+aal:t 126+18~ ,/I..'...:l1/..;:::Y, '~ ' )." 1 , ',.", 6 :'!l;I::l '.i:::ij :j,1 :j A~C:J:ltUNE 1.4126+18 *~~, ,,!'~I"','l :1 ,I "~I, ",~f5 ;-<~ ~~z~ '" -~. NTlNuATIOAD BACK --11Y'- ',E",\", ~ '\~:~<' J I. , ,'.'.'.' ~ j!:!j~ijl J,:!,i, j1'!, I, ~~11~OrOO ~a~o,ji[f :]:U, : ! ,:I: 1!1 1 ' il! 1l1~;z; -;;-;; ffl~g;j J~-" fD::1 N SEt DWG ----- \~.;\, ,~ ~~A~\ '<" /i r '", ,~I:' .,,[ ! Ivn \"Vl11111UPIVllPLL p", J~ . '.. ',: I II II :a:JT1JT1~ 13"'" ,,' y\, :~"\'{i \. I'" ,;';?,' '..... ,.' i ,~ ,c:n, c:n: c:n. c:n. c:n c:n ' 0 ~ ~ ....\:" ".\' \.,. 1;,,-': 1 ',,' '".;' 1M ,.,". ~': '~: . m: ,c:n; ~: 00 ~ . - - ...... ~ ' '. '\ , \"\ \ \' I~ " , i (:) :<: "; !". "; , '0, 0 > 0 0 0 0 " 0' ,,-, ct'" '" ~/:;""i,:' ': !"',,' < ,,1, "I"; e' ". ',c.. .,..l, ! "j 1 .,,' , ' t ' " " ' '. " , " ,',' ""',. " , \', (', 1'2;:,~ I~:~)../r':..'..' ""'>2',; ",;.. ' ".., ,"':: I..',:' '" "'c~' .' . I.",'....;"...,. '0 ",,', T -:- ~', +' 1 ,,' ,,',' , . ,'. t .......,' j.'0:'.. '''", ',.;. ' it ~ K'?';r.'~' .' '''". _'_._',_0_". ::-:,"_ ':_"~'-,-.,-:_, ~.t"'~-:: ..,"'-:" ..., t m -n JU ::I: " ,-:-,-.,,-,_ I r.. , " . ..,..,' .. ~ , , ' ". , . ,.-, ' .. ---~ -- - -- - 1 , I OI'13474'conl-3'1347413~dgn DATE PLOTTED , 03-0CT-'99T , I , )> lD 0 0 m "T1 G) :t: I CAOD DI-RI -- - , I j ~ ! en en en en en I ~ U1 en -...I 00 I 0 0 0 0 0 I , :Il -- - - -- ~-- ---- ---- ~ ---- - --- -- - - - . CADO DI-RI )> lD 0 0 m '11 G> J: ~ O'l O'l O'l O'l U'1 O'l --....I 00 0 0 0 0 ::0 , , , m - < (jj , (5 Z (/) - , , ' , O'l 0 MATCH - FOR CONTINUATION SEE DWG 13 + -- 0 0 0 I ::0 )> , ~ , z ! , . )> . - 'll g I 'll ::0 , N 0 N I < ~ I I\) m - ~ 0 O'l I . I - 'I I I --. ~ , :I: , ' , . ; 1 . , - - , m I , i o , , 1 -OCT-'997 0 I TTEO I 03 0.,. "CO en , -. en w , ,.""".... <n '" 0 , ""'''''''''0 _ en -.. 0 j · -, <n 0 .'00 ".", ~ 0 : I ~ , , j 1 , , i ' , , , . , m , - . , . , (5 Z (J) I I i o . , . , . , '.. , I ~ , : ~ - 1(410/ L I ~ -.. , .. 00 fNt Sl4 · 0 .... ~~n /1"00 i · + m ~i;i:ii! ,,' _ FOR CONI ! ~ g i!. 0 ~'" ',',' _0 fNll41fON . ~ '~ , "''''" ,',' (' " ~tl' OtG /, I m ~ ~ " " . , '1 o ~ 0 , ,~ ~ l/i 00 ! ',~" ", , o , # , , 1 . , ~ .' , 4 , n " , m '. . . '. . 'j Il/l , ~ 'Il , , , ~ , , , J j . I " m .. . ~ 'I ~ -' I '. 'I " j ,,' , I ' , 1 ' '~ , , o , "". 'j , . . , " . . . " , , " · 'n~ "', ~. ': ' '~6" " ' 'i;iz#', , , · , ~z~ ''''-, l' · ~w v · =n , " · . ,~- '1 . 0 , , < , ~~ '. m " 0 ", o . . 0 ", ' I ' ~ . "" . " I J . I ~ , "1 I .... m . , , o ? ! ' " .. " o . , . - " , 4 ~', " , m N, , " 'I ....,. o . _ , O"OOm . , ...... . , 'Hm>- , I iil:D:DO~. , . 00> Z . , , , <m m '. ~ mOo .' , 00 " . QI () @ , ; , , , , ' , ' , , --o=e :r>- ;:or- ;1": r- C> =e n ;:0 ,..., ,..., ;1": '" : CO o ,'. + ." z-os:: '":"N("T1 -:c o , '" # o , ON:;~~ ~~-~n . I '^ ". .,,' -~N~~ n '. ow, 'N~_ 0 _ o ~ "'~_:; Z ~ ~w (J) )> CD. QQ+ " ~= '. .... Z ZOl '(.n _ " , 0 " ' , " Z _ __, 4 . . . · m , ~ . -< ,',.0 /' m . Z 0 , . . Z 0 I 'n ' ~ m "0 , ' · Z , '0\ , Z , .~ · (J) . ,'8 '''' , · C . '." , , :D r , .s , .~, , ; o .'" , . '_ · ~ - '" 00 "--_.~ , .~ , '.'" , , - r'/'I-- )> , '_ , , o . _ .~ 4 , '" , ._ " . t. c Z " 'n I ',g: . ' . , .~ , '- , ". -l .,; , , .~ ; , (/) , ,..... \ ,<.I' , . , - r , . , , '_ , . , .~ , .~ ' ~ '. ." , '@ " . " .'" , . - , . " '''' , . , " , , , . , . , " .- , , Z . , .~ , . o , ".. ',~ , . ~ C,:' 'K"~ \ ~ . . " , . " , , , - -- . . ". , m '_ . , .' < . . , , , , m . , . Z " , , , . 4 . , '" . .."\' -V1.f'T1'. \ r zox,' \ ' '" " ~,,- " . '''. ". ~ ~ e:: :,', " ' ~ n '>-, '.. ~,,_ .;', # -- . ... n_z ,~'( ~ ~ . . , . , ~~ ... , - r ~ ',,,. ~~..~ n r . ~~ ~. ~ o 0 '" "" _ , ~" ~ '" , n , , . ~- . '" , ~O . , . '.' ~ ~ , , ., , . . " ~~ , , . ' , " , " , , . , ~, -n " .. , ,,', Z - .. '. , ,,'. ,~ ",' ", ~-< ~". . , " .," ~ -- , , , , , ~.. " , , , n_ , . . " '" , ~O , . . ..., ,< ~- , . \ ", < ~- " 0> , " " ; , ~ , . , , ' \ ~ ~ . \ , " ~ " , " ::e , . ,t :....,1.....":, .',J,.;- ~ '" ", " ~ '" 0\ '1 " " ,\,"~\, OOtC;. " , , "". , , , ' . , , " ,. " , " " . . , " , ,'.. . " , ' , " , " I ' " , , ' ,', . ., , ' ". .. , " ". '. ',' " '<, ,'. IN _'" ' ' ., , .' ',- , >, . , . ..' ,. ., ' , I , I " , ~ ' , I - . ' 0 , ' . ' ~- . ' ~z . . ,..., --4 ~I ,...,~ \ -tn -,..., '-'" -0 , a \ ;:0 l/l ,..., =e ,..., ;:0 ~ ~ > Z Z -0 . --4 !< ~~n.. o orO CZ ~ _.z ~ - ~ ' 0 ~ ~~n ::l n ~X~ ' r ~ ~~~ " ~ r ~~x 1- ~ ~ , .. . ~ e:: , ::c ~ '" \-"01 <'0 ~ ~ F"O, 'J"," "." , ~ ~ 0 . " '"~ . . ", --4- nl/l '1\1; ] . N 00 . Z ~ I I '10 I 6 -- z;3 9\) :1) Wd!:i ~_ ' , ,..., ,'" n_ " ~ ~- "0" ' 00 - ~ 'I II =j i i .d ":ii!iij '". . J ~ . Z · o. o , 9 > . ~ . '-'" ~~ " -~~ " m ii$ U1 Z C> , 0 --c , ,..., <;::I , 1 0 j. : :D . m ,,,.. o. '.." -- -~-- -- ~-- ~--- 1 , , I I CADD D I -R I > to 0 0 m " G> J: I ~ <n <n <n <n I <n -..I 00 c..o : a a a a , I , , , ~ I m _ :S u> ~ ' -:l~I\1 \\Jl.~1'\ - - : I' u> ~~~ . ' , I , \l.~(\~nNOJ ",., " i ~tt-(l "J3S ~O i .'..' ", S \ ' --< _I, ' .. . .... r'TlNI, ~ I . I: .~~, \ \ ; j , 00 I \ I ", :::0 ". .., o " l>::IE I \I :", :D' ::0- l \ ' > -<--J I, \ I ~ _ ::t: I I ~ i Z 00 --0 "I ' r- I - \ ' <n ,MATCH SE8 DWG I ~ . ~~ I v> ' > + ' 'I \ co fTl:Z--O;;:: I ~ a 'g; ~ "* Na->-~ J ~ a ". \ - -OVl- . 0'0 - ' <: I \ 0""1 : m I '0 I\) 0 · I " I I \ . , ,I . I > . "tl ' "tl . ~ I o I < ' m I o ' - I , o I > -l m I I ~ ' . ' I I I I ~_ I (,,) :II I -~ J ~ ! I C"" I u> J '- _ . _ I o ! ............................., 1 z 1 ........."" ~ CD ' ! ' ~ I 'I I ' { , . L_.__ / l 'Ci j::l:.. J 1 0.-'<-'..... - I ~ " > -- ~ 1 ~ _ i. , .:. ~ ~, - - I\S" Z *- . ~ 0-1'" l , ~--- I , "'-- j > "... - : , \ ' ... ,. l. "tl I 1 ~ \ ~ 0 \ < \' m . " . tJ .; , . , > ,} ~~;g ~:z~~ i :g ",,- 0-; r- G'") l'J. a"\ :I:ti 1 ~ fTlr-_ -ov>~ I o :::oo:z a->~--<o ' < -('") :::s :z -.l'<,J:> l> <..11 1 m m - -:-.1 <..N' o -on:z <:r>;_-' -f-;O: <H (J"i- 00 ' om. . ;0\.0 1 o :::OMO' N_ + : 1 ,.. ~~ U'\ <.N ~ -l ' m . : ' 0>>000 I >"tl"tlJ:~m I -l"tl"tlm>u> m~~O~i5 OOi:lzz iiiiiio m 00 0 ^ ""0""'') '01 \'"' c- )> c- @ 'T1""'T1 0- '" z Z -4 ;:-:;:l.n;;llt ~ '" .. '" I ~ ... ~ '" - v> fTl :zox --< c:: - fTl --< v> :::O::t:--< n::e- fTlfTl:Z . --0 v> In - --<--< o :::0 (J) ~ . )> Z r . m m -< Z ~ 0 .... rn 0 ~ Z P (J) ~ C . o " J: r '" ::i ~ n'I )> H .-" -- ~... - ~ Z !" ~ ;1! (J) i . 1 ~ I > - ! z I 0-' ~ ~ 1 z ' > ' Q j m l ~ ~ 1 ~ == 1 -l CO I fTl , <::> ' <::> I - I ::en :z j "'--_ In ..- --< ..- -< ~5i': J :::0- 1 fTlO I rn:E ~l> 1 _n' :z- ; ~-t .. fTl-< . ." --- oj :;:0" ~- -.,.- .--_...~ - II) n fTl- - --00 --<:E ol> :::0 ;;::n l> ::r: v> --< l> ~ 1:Z v> -l Q 2 fTl -on-< fTl . --< l> :::0 "T1fTl.-o ~. O..~~ _~ ~ .. ~o n --<--< =e o:z: l> - --< - :Zo , . :z:r In~ ! r ~ .::::..0 ; 0 :::0 ' =e >-4 g -0 fT1 :::0 ~ l> n -0 :::0 , 0--< o G") :::00 ~ _ U1 l> --0 o U1 In _ "" - CO l>0 Z ~ ~~ In - v>- U1 0 0:::0 :I: :z: . - fTl --< =e :z: --0 ~m x ~ --< :::0 fT1 ,......, l> n :::0 ~ ~ _fT1 fTl ~ v ~~ U1 -l o ::r: l> v> v> =e;;:: :::0 ~ >-4 ~~ ::;~ v> :z: r fTl- ::r:n m ~~ z _ l> ;;:: _ :::0 l>fTl fTl -< xx :::0 -- --0 ;;:: v> ..- c::--< l> ;;::- :z ~ ~ 5i':1n :z ~ _ <::> ~- _ --0 0 :::0 0 o "T1 - ..- fT1 --< o , --0 o v> "T1 n > ..- fT1 .. <::t: fT10 :::0:::0 --<- . N . Z CD - o 0 --:: ~ , > 1111 \J"O/ " _ In -V1 rL ;' i IJ 'dJ1n/ t...f"I 00 '''1-' - .r"...} ~ l> ... ... c.l J I " - -.l ~ <n ~ U1 91 5 1 :1/ ~!d 51 lJiJ L6 --< g , ,j :J '.8 i c 1 . Bi.....:-..J j ~ ... ; > to _" 0 0 m " G> :I: - -~~ ~-- - - Oa'134T4'conl-3'13474IT.dgn DATE PlOTTED . 03-0CT-1997 )> lD 0 0 m ." G> J: CADO DI-RI , , ~ en en en en en en ~ U'1 en -J 00 U) <:) <:) <:) <:) <:) <:) I i . , , 1 :D 1 m ~ < 115 -- -~- - ---- - - --- -- .- , O.'13474'conl-3"341418.dgn DATE PLOTTED . 03-0CT-'997 , CADD DI-RI )> tD 0 0 m "T1 Gl :J: ~ 0" 0" 0" 0" 0" 0" ~ U"I 0" -./ 00 U) C) C) C) C) C) C) ::u m - < W 0 , Z (/) , , 0 ::u )> , , ~ Z J> " " ::u ~ I\) m . 0 )> " " ::u , 0 < m 0 - 0 ~ J> --I + m C) C) ~ MATCH LINE STA 14+50 - FOR CONTINUATION SEE DWG 11 - - - - -I .. ..-L--._~~ , .. I . , . to) ::u I . m . I < w - . . 0 U"I - O"'3474'conl-3"34741~.dgn DATE PLOTTED . 03-0CT-I~~7 CADD DI-RI )> aJ 0 0 m -n G> J: , ~ ~ ~ ~ ~ ~' ~ p . ~ U'1 ~ -..I 00 U) o 0 0 0 0 0 :D m , _ S ~ w , (5 , Z W , , (T1 Z ;;:: , :::I: ~g;'lt --.Jlt.N=e Ol- n I - ~ ~~ + ---- --- -- ~,~ en' o .~~ _,en ,....... L.J!1 . J P.) o ~ ~ :D ~ )> ~ Z )> :g iR - ~ ~ < ".., -- ,A; 1 ",m ,"'0 0 I o ~ ~ <::>.-... 1 N ;:0 ~ I ~ + , "U 0 1 ~ 0 I < , . m': I o o ' )> -l m , , ~ ' t.N + , o o to) :D m _~ < Ci.i (5 z (D , \ o , :D )> ~ Z e " . )> - '-- .1 "U ., "U I, A ~ :. ,---" , < -rt 1\ :::OV1 m f'Tl- o 0 .' ;;::G"> n-o C., l OZ c;o;:Ol ~ U'1 z . , - · Vl::r::- "U 0 I - . , l>C f'Tl0 ~ CJ T ::z It. t ~ Z-o _:Q om;. < ..... . 1 , ;:0 o;;g l>'l> ;:0""'. eJ ;:0 . I -0 ;:0;:0 ~~ 0(Tl! l> · (Tl f'Tl"'" ~ n;;:: I :z . -; ........- ""T"lI U'1 . , r- ""U -Z ~o o ;;:: I > r-O G">_ )> - --I Z >;:0 0..... <Dr- -l Vl (~nl I 0 ~ ~ ~~ -<_ m Vl 0 <;-<; In o ~'~' _ ,..... (Tl I ~ ~ ' O)>)>oOCl Z .-0' ~. l> ' )>"tl"tlJ::Dm ~ ' r--o I :IE(Tl ,> -l"tl"tlm)>w . Ol> X m:D:DO~i5 '.....;:0 -0 " OO~ Z I "";:0 <<mZm --. -~~mm:w I ~- (Tl mmO 0 ,...____Ia<~__..._t_ >2. {/1 CO ..._ ..-:_.... ,.... Vlcn' V1 '. I "'"T"'I C'>C"> ~___I -- '"' ...- {JI >c.... .::c .0 ~ Z ""' · Vl ~ . ~ ;;; ...1 ~ ~I " o. ~ . Vl~~ l'i Vl (Tl-l;>.0 " ~ ~ (Tl · (Tl "';:0 L_ , ,. ---'--J .. .... :::0 I ~ ~<. III _ 0_ I n ........~"'......."'_'w...~-"""~_wW" rr1 I "",,^WW_~m_ . ---_.-.._--~-_.----~I <.n .. . ~. . ~,} .w....____ . ... "~,<7"O<<~K'" i~ Z . ...... " · , I, 'ltVl g · (T):Z;;:: '\ -co n ... :::I: I ,0 (Tl .NO' ".j>. ~ . -0 'It I ,n CJ) oil!; I -....I(..NN \\ Q. ~ O-.rU1 '., ....., - . .0001 1,1\ Z U ...........N ~ .P~ I \ :Dz ''''''<.0 I )> .- :::l I , o ., ~ ' - 'f-----.~_. I _ ~ I o ,^ 'I o ~ I nn_ Z ~ 0_0 I ~ ~ . ~ Z ' ~ r- ~ m Z -< m Z e 0 Z 0 .' "'I m m ~ Z .G> (f) ?D C ~ .. -- r-'" -_.-- ~ ~ ~ ~ - ~ Z !" ~ ;2 (f) )> Z ~ n Z - 0 p )> Z o " ~ , (II )> " Z ~ \ m ~ ! Z . -l I ~ i C) ~~ - ~ I r-..... 0 , ~-< ~ " .. i =eo J" ".. ~ . : n " , ;:0- I (Tl0 (Tl:IE ,,' ""l> . , I -n z- ~~ ~--t -- _ (Tl -< ;:0. n f'Tl- -00 .....:IE . ol> , , ~ . \ Vl ' , (Tl :lIE (Tl , ;:0 , , ' '. " - o --0 :IE r-- l>r- ~(TlZ-O Z""- .Q _ o ~Nen l>:IE <.O-C)Vl Z '~~~ on : ""'<;.s:;IC)l> ~ ~~~ -O(Tl 0-- ~m ~N. N o:::::-=:: .,. -era ~ ~t.Noo+' _n . m~ N r-O ' Z en (TlC 0 ;0 ..... r- ' > ..... (Tl ;:0 , > r- - Vl - J'T1 :::e t... (Tl ._ ;:0 Vl , , , , < , Vl t.N IV _z, n ... 0 , > ..... r- -o-oc: ""'OCOfT'l 00-0< fT1 . m -r-Vl :::O"'T'1l>X ::::Z"fT1Vl .. -0 J> m - n n U'l Vl :::0.. (TlV\ 0(/'):::;:-0:::;:)> O-lfT"l- ~6 . -10 l>m-,,< . >x" .............. -c -<::e-l> r-_-< ~~ <-- mr---I r-Vl -1- ..~.. I l> r-fT1 -~r- . N 0..........--1 zAJ _ 2-0 . -on- or- OCO"'" G">zn Z w Zz(Tl f'Tl;:O- In> o 0 .... :::: On (n-lfT'1Z Z --t I~'f"\. ' )> I ill..... ;:0 - ":IE Z Vl (Tl Vl - \1 ',' u I .....0 C)J'T1:::I: l>;:oZ y_, '/ .j>. l> ' , n(TlZ Z r- Vl< - --.I 'n l> -II fTl-l> ii$ U).j>. Vl ~8~ ;;::r.>=Vl ~~a ~J;]:'l Wd SlLJOL6 5 ~~~ ~gVl~ nCO(Tl ..... co 0 Z -0 (Tl (Tl J'T1 r- J'T1 0 0-00;:0 ~f'Tl o ::;:; ~;o l>;;::;:O. l> 0 < ~ ~ ~ ~ ~ ' ...... ;< =l> a~~ :D ,~~ -..I 00 U) (Tl oz _ C) ~ " 0: 0 1 0 0 0 zo ~ . -ji. -: . )> aJ 0 Q m -n. G> ~ / ,- ~ ~ , I O.'13474'conl-3'1347420.dgn DATE PLOTTED' 03-0CT-1997 1 ~ 0 0 m ~ ~ Z, CADD D I -R I > ' , , j ~ 0" 0" 0" 1 0" -..I 00 ' C) C) C) s:: ~ ::c N # ~ 1 , :IE - I ..' " :z : ~: -o;:;c:..::r.. --t N", >- ~ /'T1 . t::: I...: :::o::e: :::0 :D ,......: . . ,,1> n I m ,a: ,,', :z /'T1 I < ~ :. ;-:-c ;.... - -0 _ _ ""'" VI ..... CD " - ' -0 -" 0 .. : .. : : .. :::0 i z :rI!'I I : 1 CD .. r-o ' :-;.t : 1 . .. ;0'" " 1 , ..... ;;:0" ... ..,.... .. ~ ' .. , , ! , !, I .. .. : 1....;: ; .: .... \ " , O' ~ 'I::E ::. I __ __ 1 +, .., ' .. ;I>;:;C" - - C) , , 18=&6'3.29 " ,.;l>; - ' , o C) , " 0'" 'I :D , ''Ci1lM' . U1 co ' ~ :. i 1 j;:Ct><:: : -.---------~--., ::::.----------- ' -< @V> .......' VI, Z I-t-f 'Zl--ll r-n-t'-" IVlCi> O. ~Q8 .. rT1 "'Q, -0 /'T1C) ./'T1> '/'T1(/1:Z I " :;:::z:;:: /'T1CO >- a""l VtOO' . . -Vl -0 I - I -IZ ' -a ' ' , ' Q'> ".., ~ ""', no,' ..... ..... 0 , 0 0 . 0 /'T1 -a ' ' V1 , l?'1' <)1 'Sf,.. Vl::o::O .:IE:Z . =e:;::n , :D " ---.' - JT,1 , , C > '" (/I '" ::c ..... I o .. .;..j Zl'" , .. ,,::0' · ' < 0 ONO, ..... -< ,- ,'-"'..... m: ~.' ;, - . (j'J . NO' I\) 0 ~ _: . ,....... ::-u .. . ". -:' ,'~ ~ I f:"10 .z"r-~ l)'; ~.:...:l'-:'l'~ )> _ N' C' , I -a + -' "" · -a C) m ~ ' · ~ ......... 1l"6$ ! ' , 'I < '-' d'>...... .. .. J cT> 0 ' ' I m ' ^ " Z - ""- --.. ~ ,....-' .PC ,. ' o -- 'l,,1 , ..---'-'.. 675J -~ --r ..,~..., :. 0. h :' I ~u'^'" . ,,:,.,\' .........._~....;z:.,~ 1 " Q 0 ' --,^">~,' , , o .:: I <> . . ~--.. . )> ",.., I .' j -l ..,....' J m . . : ',.", 4 : I . · ... - - - 1 . . . :'.' :. :. . .... ~ ~ : . : _ _ _., _ _ _ _ _ _ _ _ _ _...J':' _ _...._ _ _ _ ~.. - 1 _ . '. . . . .' _ III _.. . :: :!.' __' _ __ -:-t =--= . : - - - 1 , __""""_.....,...,____-,..,_,_, ______,.. - _'-J'" ,,-:,:--, -- 0;.4:1:0 ' ; 1 · ,-",(/I · I 4' ' : ,] '" :;""1 ~O ' ,,:.. . ,'-" '" ,.... " -""i ....' ; · '~ :IE I ,.l!,'" I po '. t= Oil;); ,.!t .., . . ~ . : . .~... ", ( . J. " "J;.., '. ." .,'.~ . ~ : ( , .. '"......., "', " , . ,',' ~.... ".. ,." -,,<".:,:..,~~-,: -~ ..,,' ",",' J' 1 , "", 'r;-M, ' , . , f' ...~ ",.--. , ....., ." , . _ /""./ 1 ..... , '" ' " .., - 680 -'" . .... . . ~ ", I . """"~'" I + ....,.. , ..' c... ,.., "'-.......---- VI C)'" , :' ";;0': ,.... ..' . I fT'1 ....... ' ., J:oo ' ," --' m '"'-" : . ;:qJ" .. ~~..:w;,;. ., 1 ., .. 'j :' lK. ~~ I Z . c..> "YI .., .' " ..."ll-<'".... <:) ,.IJ,I ... ~ i I. . .. - -~ m . ~ :., . ~~ I :oo.:.t < ".' , ' , " , '" -"""",..t: /'T1' '.~ -CD . I . .' . : . . .. 1: ~~~J\M_y----...- _ ,.., ' .. ' , EG ICO N o '" ",':, " ,,',' " , DR/"" Z ." ..1', .. I.- ~*~.... V:r- U'l CD " , . , . , ' "'C"",- C 0 , ' ,. " ..' " "","-" . "', ,C:n '!"~' 01' 1 ""," ", ,'... -----.. I - , '" C:n' : . : ,:i 'H-..a," .. O(:J " ,,' , , '.. ~'"-,,_.. . -- .. I." ...:: 'I' ',:..1 ,_: :":'::' . '. -n'''''';l-;.;v.> ,~~ -- . . I. . . ., . . ... I. .. .' .' -.ll.-' ,,"', ", ", , (:)" '0' ;' p""", , ,"','""" ' . ", @..~ -z :>, ,''''. H'" ,,'i' ":ii( ':.::,.': ,: :,,':;,: " '. ~-~~-~; ~.. tlr~ .... " .. , " , I, ,.., , .. .. , .. , ' ; , . ' . -- 685 '" ,.. 0 ., . ' o ' : , ,; , : ' ..,...., : " ' ..'; :: :!: ~ ~ I::: : ~ ! ; : : ' . :,' ' ' '..; . ; , ' : . .- ': " " ..', ' ~' ,; :' &' ,'! : :' r .J- . :0 ..,.'.. .. .. .. , .. ' '''-~ ", ',C= '" 't1 > .. ..... 1'::1 .., .:. ._ I: ....i ::::;: i:;.. : .... :l.. -:. ..\' // ~ : '.$ ~ .. .' . ",' .. .., , .. ' ~. '--< ' Z : : I : l 1 ~:: . . . 1: . : : I I ; . . 1 : . . . : ' j..... J'''' " .: ~../.i ,t.:' .' j .. . : "'1 II:,' !. .:,. n "i~j " .. ,.. .. ;,'"'' :".. ..' .. ", 0 " l ' , .... .... ,': ,,1 c:: ,'1' (^, )> . . ., :': ... .... ",I... ..,..... r -a ' ' ..' ' ~, [ ~ ' ; :.. , .. " .. ::..:.. , : : ' , 'I .' ...... . ~-.' .... 0 ....;: ..: I . .. j .. .......... "'-..s < ...: . 1.1: i' ..::. : . .. .. m .. " . o .. ..' .. ..' , I ,<:;' ' ,,',:<' '::: :;; , ", \":" " o : : :... .:. " : 1 ..: :: ".:::::'.:'::..: I ., .' . ~ ';;:, .. ' ..;;" .... :: l'T'::; "':' ...., ,:: ,: :' ., . I .. 1 0)>>000 ,," ..,":,' ," )> -a -a Z :D m.. ," ' .... " " .. L >. - ''''''''h ~~I ...."",orn)>!;!.. ..~. .,"..... '-'(.. r...-'"""; m:D:tJ() G) : ~ 1.:,. ._' ...... ~ 0 00;::11; Z . ~ i : . . .. ". I .., . : . lit ", ' rilrilm~m ,:':' ,". :" ,. ,;,'" ,. ': " ~f...;.l ' L,,_ i QO :o>~ .. '::':. ,',: ":'.. :; : ' " ! 1 :; i i ;;; i i.; :: <: ' -: . ,'., ;.::' , ,"~~~ :~.:" :~ _ - <11 (\ '- '- __,..' ' " .",...., ,.. ,... , " , .. D8(J h I @...... =~= :~"; > ...:" ;. ,'; :':,';~ii' ':-":: 1'1-:;"; ~Tl:::! ,", h..:", " ........ ' '" ~,." ~ ' i ,; ,;;: ' , ' , ; , '! ~: , '; 1 ~, ,: C:n~; i , ' , ;, ..,,',' " , . .. ' .... ,--' f": i:Z . . .. .. ":. .. : v;,,' . ~ ~: ~. ! ; ! : ! 1:: :. . I : . '.. ...: . f.. 1 . " r.. ~ ' ' , ' - -"", "" "" " ' ' -../'" . '-'" ~ '. ... ~ ~ .... ".~ . . ~. .:':.: "':~ .':;: ... :" ~:;. : .. .~. ~". : ......~ ....:-.:~.\ i . . : . . . ., . . ..... . . I ;:': . . ::: "ll........ ~ " , ' : ' , " ,'!, , , ::; '4.: ';: ~; ::" "" ,,;;; ,;' ,", : , " , z', " ..,.... ' -= . ..! . I . .:.: i.:.. N ..':.. . . ....... -O~ < '" C), " ' =6'fA:. ' ,," <t>ortl; , : V1' , , . : .. 1.. ~... 1 : I: . j: . .. ;OX: . . ... ...... ." ~ . I: . :.:: g'()1' . t. .... : ... _ ,--,.. .. .1.. : . ...." __. CO:' Z . . . . . I: .~.: - - -.... -.. f' . ....-t . :. I ! : ;. ; j r","""": --C : ~ ... . . ... .. .. .. .. . 'l::f t' .. m . . . . . \.I,"""'" . . . ..: (,/1 --.. '" :D 1 . ~ I I .: I : I . ('T1 :::t ~ ; . . . . . . I , r n --I I... 0 r - . "'-:1" .. - . .. Z ., . : I : . . . . . . . , :. M. rn: 1. . . I ; . . . -0 ('T'1 I' 1 ~ . )> , ' , ' '---. _ ' ,.,..., . , .. .... ' .. 3:::z:;:: ,VI '" . ~ ~O'l;~ l.::," .. . I ';QjI': ........;...j. '1.-: ": ~;.... -tJ'1 -0 ('T'1;:t> ,-,- ;j " '" , ' , ' , , , Z . ,. , , , , ..... -~ ~ · /'T1 a:J ~ ,...:I Z o . , . . ....... . . . ---. -.- ~ ,....:.--4:z Z ' " . l H" :r1 ';', : .: . . . V1::o::o 1 (5 <:) .' I .. -0 JT1 >: ~ . i . . . ~. ~, . i M V1 : . . " . . ::. . . . . : . C l> - 1 =E.:;a: ..... t, ::e 3:: n ,d')~4#"" t. ~ r- .....~.. I ., m: .., .QjA: ." I' : n ~ 1G"').Vl ...... G")::::t:--fl' , . _ 1 : l. . I ,~ I . . .:" : N . . : i : . . " . . . .......... 'Ii . . O (J) I . " . . . . . II.. . . : . " , .. ". . . . .' .. .' I . ~ I ..... 1 '. f. ~ .. . . . . : _..,... I . . .' . . 1.' '- '. .-........ -,...,~... . . '{ ~ (..a,I ~. oj. . . : l . . 1 .:. . :'. ~ .. ~. I . ..: . : : l : '." ., . '" 1. ~ 0; 10 ""'"'0" 0; ',::, · - 1 N ....8... . , - ~ -I l:~ld~;~ :;~;:, ',;~';-~ ,;,~;~ -t,:J.i:;; i~!j:;"'l ~;:;;:::; !,-"" ><:: ,';,;;, '..~' ~ ,""' '.y//,':', c )> . ...".. ,. l' . (J"'I;:.. fT;1. . .: -i .:: . ~. ., I . . . .. ..., " . .,:: . . . .: .. 'l'" G') 1 1 ~ . . , !:i - ,," '.,' ' ; l . : ; ; 1 :: i : ; ! : -:-: :: ~;! ',i , ~ ! " ::: ~ ; ';CO: I;';;; i :: ;::! " " ' . , , ., : ;:::;:: " ' ;;..d;,,,, "'Wi. ...,;,., " : ..,' , ",~ /"'", . )10 Z + . .'" i I .: 'I :: I I . '.... ~ :0'" : ! I 0 .. . ....... . . ... "',""- ",~.." .1 ~. . J~ ,. . . 2: 0 ": l : : . :. . . !: ~ j ~ : : ~ ->~ :: :: Ni ~ f ~ ;Q l . c .: ~.;:::.:z:. . . . . . . ; . : : ~ !: . ; . ;: :;'; ..~'" '.: . . -'"~ v>_'" ~ -~ I / ~u., .~. . .- ~'" ...... ,." -l r- C)"" ' ' , ' ., " <10. ,~, , , ,!v.l '" ' " ' -, ... -'" ..' - ~, m .. :;h, ,,',"'" ~i::~i:!;:~ :~..~I" ~;:; ::.' ;;'!, ':::;'" , " -, ,,' '.. ""-' f>:, , -. ' .',_------ , Z -< ;, 'lE-GG:8' 28 . ", ' , , ' , , , , , ,', . - '! ~ : ; :: " i :-""r.,....., ~'-~ ::" l ' ;: '!'" ; 1 : ~ : ' I ' . " : ~ ; i ' ' , !: ;:,:.,;, ~ V!' 1 , " :' : ~ ! l : i : ; ; . . , " ., " -..:, - - " '.. ' G> 0 . . . : . . . . : . ..' . :. . :I- - - ~ . . -' ~ . ..... . I ;iI ~ ' . . . . . . .. . S .. - - ... - - ,- -.".. 1 " . .. ~ iill"'.. .. ' ,:~ :..", ~.,',--;-; ..:-:-~:-.:~:,.,-,H,""'-'~~~;_' ;:.< ..,::, '::" , -------- r, )..,:, ~~,/,'..,,,,,,,"h} .." mO'" ,. ',' ,." ",,1'; , .' ',' ,-"",' ,. O~\ ~--' ,J -.",..- 8 ... ":'.. .., . . " ... :::::'l: '11 :.':: .. .. .. """.... 0:1 ....,..... ---....("0 q . _ Z .... , .. .. ,. ".. ., ..' , -~ '" ,-",(/I J. _. i ' ~-; !!::hi,i :1:"," Y?:; ':;1:'11: !::!'::11 'lll,:!': i:i:,::;; ::::,:: ,,"",' :,::;:1;' ..' UH'_~'__' :':':~;""'~~'.::_~.~~ i.... .<< - ...uu . 0)> 0 ... I.... . . ..t .... :.. .1., .,. . ~. ~--4 -I 1""""'\ ..' : : : ~ ! : : ': j I : t . : : : : . . : ;:.;:. :: :. : : : . . . ~ c Z '-' '... . ,..' " ," " ...' .. ,..,., " .." , fT'1 jR -I ' , : : ' :; : ; ~ ~ j : j , :: r' ';. :,'" :; ,:; "! ; ~ : ; i' ;: l ; , ; : ' : : : : : . , , '. ", :""': - N , , .~ ,j". _ .. '." ", .... , .. " .. , ".. ; '.. ", ' .. ~~ ~"1 \ .' ...", " W (J) .., , , , ' , ' ' .. , , ' . .. r..\ ;J1- '.... - ' r- l' . ... .. .' . . . . . ." " - t)> " ::: ,: " ',I' i l , , ' '1' , , , ; , : ' I;" I' : , ! ' : : , '. ",,' . "3" :". ," , -$ 'I j; ;: ~ 'i ; 1 ~,' , ;: >:!::;:: {! ~ ~! i l ~::: ~ < ; i ~ i : ,; ;: !:::;':.. ,:', -: ", ,..,':' <;;;:,:, -.. --,.." '::,",:..,,,,,: ", :'-...,,,:'.:" "'''; :'~:~ ~1 - '~ -- - z .. . . t : ... ... I. <'r'. : . . ~I . : !! ~l': I .: .' . ., . .... .. .: . - . ' ., ~I ~ ~ : ! ; , : : : :! i", , '; , :' , '?""';'; ':' < : ;: .....<: 1 : :,! ',~' , ' , .. ", '; i ! : ! ~ ~ ~ : l :: ::' ~ ' '':'.~ ~' ':: r-t , o ' , , . ", , , . , " " 0, " "CJ ,,0 ' , ". , , 1',' ., N -13 .. , "",- . < . "I":,,';::'::';":' "i!;',! "", ::,!:'~, ;:?:,; ::;:, ./ :;,:.:J:; ~~.. .,--, ; ~ ...... :1":"': :. .. 1. 1 : 0 .., .. , .. ".. .. .'. -- .."....; ,,, .. .... .. r'" '\ <'-1.; ~'-, '.' , ^ ' , , , , , ' ' ,",', " " , "'" " ." " , " ~ 'A. ' ',:- ....,~ I.... "1 . l.. .. " .,. ... :. .. .' - - .~ ......... . ""- <. ~ : : ; : :. ' ;, .. ;;: ~ ' ; : ; , ': . ,; ,j i ;; , : : 1 ;'.: i : : ,: '; l ' : , : " ;':: L ; :, : I ; I ; ; i :: 1: [ l ; 1 ; ~ . ,.\, ~,"..... ~<:.~/;}"., J"T1 ." ", " '..""',,.. "',' '" ,," ",',' '" '" " .,',"" ,.""., ", ~,~..,' ~ .iiiiii: i::::,::,'I:li!: ,jTi;ii !l!il!!!! J!jl:::ii iil!l:i:: ii;;i;:!i ;:::::::' i"'i,';' ~ .'};:~~>.< <.;:;~:) : J I. .. . . I ..: . .: . . .. .:. . .... 1 j J ; . . .. !. ! . . . . .. .. .: . . i. , .. J . . . .. ;f .. ~ - OS 9 ., . ::,,::!': :,i:":',": ' ':":1:: ::::::'.: :,::!:~[, :::::,,;: ::!i< ,!,"!':: Iii;;,> )yt;<f/. "i'/>/)X~ . .. .. C:n .., ~ C:n' ,', "..... ,',' '. '" "" J : : . : I: '. .: ~ : . . .: :. :.. O(:J' i . .: ~!.':::: :. . i . . : ....1' ~~ I.". '. .: t. , .. ...... ' ....... ......~. . .....' , ,', .. ,.. ...v.~, ' . : : ::: . . .. "";' ~ : : . :: ~ .. I . .. " .. :: . . I : . ~ I . 't-........ 1 . " --. . . j' o ' , , , , . ' , (:)' . , ;, '0 ' , " (:);""" "",', . , , , ' , " " ~., , N' f I' "" .. ,! '::.."; ':'.... ,,'!lii: '::;;,l;; :;;::<' i:::~~:.. ..:;l;' ,:':, '" "< ~ .....;~.... ,,~/~g ~'::~<' ~ I . ~. .. I 1 ....' .. .... ::::oo"':z' :Z:. ~ ):> ,. , " " '""',.",, ",. ' ' , ' ,~',.,..., ) 1.' :z "'0"" ' "'" ';' .,' Crt! oCH....iZl ," "' , -v.> m'..i - ,_ : -i.... " :" . : i . N ..: ....;...IX zz~a . ...: " uj~;;:o ~ V'1 : :. : : ::'! '. .': ~ . . . . . . . I .. _'_ .' (:T1 H . '. . , . ~ :z>::!" " ,,' " " . , , ~ ' . , ' ' , ' , . , " , - ,~ 0: '. .... ' ., - r.. . >>,$ "- 4 - ' ' , '.....!',,'!' , ""...,. C~~ "," " ", ['" ,~..?!t "'0 :z ' . ~ ' , . " " " " , , ,- ...... ::0' :r: VI .. ' ' [.", '-> 00 ("; '" - __ .,: ..... ~ :. :." I .. i :-"-1_>-" _~ . . "",'. . .. r-..' ~ 11:'., - _ I ., . ~ .. .., . _ L { """.,, '-J'- (/:-,....... ::0 :z VI ....' ,..... , " ,,' , ' ' , ' .., '~ :z q V! IN " '. -N' . , '.".. .,,' 0 "" o j' : I'~ .: iil: ..... . :l! '. .,~.~ ~ 'f:T1' . :,' '.-', '/. :' OJ./::o -0 :. ' . :;:q . :. . : t:.'::. . . . . t.n ~ d""" . .' ,. I ".. . 7' .- " 1 >- '. . :. . . .. ..... . . . ...". . ',.. ~" . "', ..- "'0 ' 'r'lI ' .. ~" 'a ," .. ~::o . . : _ . . . . . . ~ . ~ ..- " . .... tI' o ~ : :: . ' :'" : . ....... ~ ~ . :'" ,,'. . ..... / ..'" .. ~ " .. ~:.. .. : '. -<r;- K~ea .... ( .... . . I . . . 0 : :.' . .. -' . . '.. ~ j~ . ~: . _r'" " , ....," , ' ",'," ~,-,-" ;4~~" ,', , . #~ .,-- 1>- . . : . . """" :' . :--:-1....... ~! I:' I . . ~ . .",. T," fT1----t ~ :: ..! . - M. ;:0 . .' ;' " . "';.* J fT1 .,. .. :.l~.': -:-1m ~>- . / f. fl/':.f#' " :::;;;;;;. . U'l '-" ~ ~ ' , ..' " < ' ;:0 : l' . .: ~.:-" ~ ~ ;',. ,. Ii '" ':' _ ....... .... ~,......MZ .. " ' _ '--' : .. ..: .,c:': m"'T1 n ...... '" <a "" "" ' .... r'" + . , . . , . . . -.-.: ""," p ~o . : . .., ~: : 0 '. ". 0.5""" .. VI CJ ' IE:;G6!5:.lG :" ,"" ,',", ,', C"! <n"", ;.....!"Or.-! , ) a 0 ~g.r "" ".." /'T1 ". ' , .., ,~...... . .. ::c~ ..r-oo. ' .. 000 .' ~ .' _ .... "...t', : <:>. O::t:)n .",.- :;io""\ .. .' :::E '--': "'j'.-.;...a ~ -:--;..1' !::.;:QX: I. ~q: :-ao.......::: ,..- """'" 'gO"" _:s:: t' /'T1 II N'-"'" OVl ,~..... ;ZL.>'G C 0 ::c :::0 f:T1 ~ !-" 1 . . . ...... _ .,...."....-, ~ f'V ....... ,^ ' "~ .:=::0:.... ........~ :.:.. -." .-,,_.:.--t. 00 ~ ...~ ~ v' ,"" . , e;" r;- """- ' 00" - ~ ~ g,:'N. .': i' . : .. -:.. ,.,,~o :.-:~.." <.n :E. .. .,.,.;-.." "QlO ' , .. ,........;2::, "",, ',- 0" . . . '1 oe.' :.' .." . : .. : ~ J--.;o H .' .-:: ge ogo.r. (J "". ~:; - .,J::a. 68.0 . ....... v.I' . I. H. . . . -< OM .-:: <> 1"' ~ E . . . . . . . . . .. (.}'1':' .. : . 0 ...., ~ &>.. r ~ 0")._ - - -. . .. ,_' .. ~ ' "" o~ ~ $ .. r+-..' . . """' . . .. ..;" ~ "" ....... C! .. :. - , - r ~. '........ . . ." . .. .. ~)."I';JI ~ c " . .. c ; y, , , ' .~' : : ""'.. , .. ; .. : ' i >:.,. ~ Q , 7 ' : 'f. ' '<, Z : I : ~ . .. i-..-- .. 'l (J.I -oz:::e ........ ! N I, '. 1 ~.. . .. .'. . . - - ------~ -- --~ - . ,,~-.--- _,,_.~, .~.~,_, ---~.l'_OI' -~.n'-'~'~._' C"!~ ,:I> ""'""VI .r, ~ .' '...' ," 1r:!~"11 ~I!l , , , ,10 'l''' -.-,"!, " , , ' ,", I ::!!:: :Z:z ;:Q....., .' , '..f " "" " '. [&-0:. .,~ .. ;: ::..: N - ZM...... ~. ,,,..~:.. fI!* 1 . i ." . . . . . . : rn !QI' :z . . -... ,,- ,--. -- . ~ :. ~ V1 fT1 n . .. " . ~:.tJ't ~~(i'l . . '. ...-~~'.""'-"''': '30""",""" .', ~ rr1><0 _ I. . I . x' <:) : .-. -:...: ~...- _ .' .. . '~" fTll/'):Z . + : . . (.l") ._- . . ~J ~"". '. .. . . -.'." ~ --I :z ....... ", , <:::> 0:: i-i "..:':::::::~ ....,',' ." 0 /'T1 '-' ' , ' ';;::: 10 G1 H --....~ . _ .... .. "'0 '. < :IE :;:: " o ' : . : m ;:II r"1 ~ f/I' _" ""-o::::e - r- ~'. t.~ ~ <n::c:....... , ..', zz~ .. >_.0 . _ .. ;' .. ": rh' rr1" ,. ;:or-. ...W'> '..:: ~ v.I--t , ' " ' , , ,';.;:: Co ::0 iR _ .. "" r'" ' v, ," i'\' N 0 : . . ....t-o )>0 Z ~ U'1 C>:,.: . . . '. ' z CJJ : 1 1 .. (,l') :-..iIr-; . .. . :E . ~ ~ ~ o () :' . : .. .. . . . i '.. ~ ~5-,V1 . n ~ ' ,,' . , ' t.I!I 0 ::0 .....(/1"'0 "'O>VI 'm ' , , ',' = fT'1 ::0>::0 ::0::00 1 _ . . . ! . . <> ~ ['T'1 rf1<O 0rr10 l t."J : ": .. .. .... j'::. : .. . .. c~z ~ ~fT1--1 \J> ~ J::-. : ; I . ..: . ., m mVlO ...1 : i;$ N...., C; , , ' , . , , ' . ' " ; , ' ~ ' :z /'T1" ::0 - ~,/;',O I '! I 1'1 )! I 0 I' o ..,JlIo. . . : . . . i . ., . I . . . . . ~ H' rr1<-t --tOV1 \j\.-,I"'~ '; l~/' j :z .. ,. : . .. ::. '. : . I ": .... . . . . . ~~~ I ;:t>JT1 -<Z....... IJ, I I . .., . . . f 0 ' . ' , ;' , ' ' ,',' , 0, , ::0::0> C , ..... " , " , ' , , ' ., ' " . Z , "':Z "'0::0 9J '. ,.." , , ' , ' , ' , ' ' , , , ' , , , , " , , :;::::0 0 ::0 co 1 ;1) IJd S I 1"0 L t '0' ;t:rr1 _("T'1 ~ oJ 6 C" ' ...... 0" ...... /'T1 <0 ~ I ""'.. ""'.. Z ;:t> ... .., :D 0" -..I 00' ..... .'ii" ~'i ' . f ' m ....... .............. ' ,.." ~ " '-, ! .~1 - . ~ 0 < '--' "-' '--' . "'~'" H e:t1 ~. ::: : _> ~ J_ 0 0 m ~ ~. Z - "- ... ' .. ~ '...., "~';:- =-.- ~ /.. " r'1o - J ....... ~~ --- . - ~ - ~ 1 I I O"J3474'conl-3"347421.dgn DATE PLOTTED J 03-0CT-1997 f. i 1 , CADD DI-RI)> 1 lXJ I 0 10m I '11 I G) 1 :I: j : ",: \ \. I:,\'...:>"'~'< r-~ ~V/': ',~,\S ,../,"f 'li!l'-~""'N;;:: I ! ' ~ .-.. .-.. .-.. .-.. .-.. .-...-.. ,i, .\,- / ) "., .' !' '"2,...-' - :J: , ..,. ..,. ..,. ..,. ..,. ..,...,. , .. . .' --J' I zl- ~ , , 0 - N <.Jo.I ~ U1 al ,. ,', \, , . " '.... / .' z' - 'llo ' I " 0 0 0 0 0 0 0 --. ,\ >/ / . .' 1 c:;.~ ,( / ') I g; ~'~ VI:e '""", , .,,<., / /'>.... N -. -' ~' :1# 'l,-,-<n " ~ ~{-,. , , -- i' '.... j c> /' J 1 c::~, -< , ,J:. ; , /',@~:'0':.' ::.' , f-v( I u-- ~ . VI +' /J (Y/~ --- \ ~: ~ ~ " , " '/~' ,Y-..._/ CO c> \....- . . ~ 'c' C:r l 1 ' , ." .' v' c> ,', / \, ;U . ' ,,'} /" """"- ~~ .., ~ ~I __ '" " I t :D j '. --... "'...... ___ ~ ~ '~ .,... ~ ~ ~ ~ .. ~ '''' ! ( m ., ....... --.....~ -- ....................~....... _ ......... ~ .. ,,,I"" .. ' .......... _.,J ...... 1'\ . :.-. _ ~ , < I' ! ' - - - -- .-- -- -- - 0 -- - -- ..- - -- '" . - ":':." , . - - c;.; - I' I I ~. :-'"Z"...-.............___""'....... ___~_"'" N' '." .... ..........._... ~ - <5 - , StA ItOO ' ! : ,--- ------ "-,- ~CD_",,,^ ___-I_ _...... -.- -,,"' ,v~v .2. /\"j / Z +' 1 m ;::... . . - . -'" ~ , ./,,:;' _......,-..,.._,.~ , ::-'... \ ,/ ,j",. I . ~ ," -r- -.",- .. ,_u"'::.~"" .... ....., <,. I CJl ........! IE ~ !7 j '53 ., ii" <..Nf'" . > "~"P' --. ~ ~ _=:.>' = ,.........-'...--..'.. _ __.;..~ ':::='___'_'W"''''':'';', '\ \ --- ( '-' 01'1' '/. -..""" .-------- .....:.,. -- .."". ~ --, ........ ' , ,..' _ . _ . - - - ,....'::" w. -.-'-'''::..:._..._......,:::::::,;...,., ___ - ..''', ,........,..:~~,,;.., '" \ '--' I . . ' ';.~;r ...... ~ _ /'"'-:: _. .. - ......... .... , <l , ,,/'/ =,' '''''_'___?;-:'':';:.:-',~ Sl'~::,...... .._ .......................,::::::;. ;;'0::::' -......,.-............-- .~'.' ,. \ / ' ",' , . 'd . ~:::...- ~ - -" . ..,.- ,..'c;,;;;.".., -~ - ..--:~ ...------~--n.." \ - . __~ ~_ - n.....n_....,.n_:~................"""'~ ~ -..- .::....--:_u._....' -. ;. ....' A t ~..........::;:.. -......:-::::.- r~..~,. -"""=,...".,," " I " '1 . I ' ' ?";:.:' .=::=:.~o:: ~:"::'o'c:c::::~~,_"^'^.__~;....-D'lil:i .,......., '/~?\:~ . ',' l~~~' ./ " '~\;:" ~ \ !~\ ' , '. .. -. _...__.._ _ ,,', , ". \\} 1 , . . . . ,_..~-_."....;~,~ - #~ . ~ ..'" ... . . . . .. }. ., . --,.., -- ...... ....' ~ - : . ~':;-.;,I ~ i; ~~ - - y, Jo.; y\; ;l>-'~ -/,->',- ~ ~' I.""" _..~ .~-~ },,,,.,.- -..; -~... ....,- ~~"; '\ . ~ ~ A.;......., _~ ~.... ___.... pO ~ _ ~# Y, ~ ,.... \,... of , - ~ ; rf. 1 ' ' ,~'-'~~~~,,':."'~~,,-_~...~_...,,-~,;!',,~-.~c.. .... ,,~, "\;;r,:- ,.: '~\J.i " "'^. 'JA,..,," ( l\{t\ .\' \ ,. \ : , ' ~. I , , !=,=".,~.,!-~~ -c:' 'i};;- :-- - ':':' r-- , mz;;::,'\,';'_'~ '''''''''''''''1'''.'' .,'. .'"." ,'.en, l """~ ' 0 .. ~ _ -......... Y, . , l ""T" ,:1, --..I \. \ ,," 1,''Jr;l\ ~~\' i' " , ~ '~ q:l~ ' . ' '-',' \ I'''l ..,. '.' COG">' ' 00 "<,'''' :1~~" ',~,,'. 1 . ~);> :;p " ......... ...- ....... .. N L11 ! ,.. ( I, ~\ '..... r # ,'" 1 : ...... ::>::10" r~--'--- I J ,.1, -u>~'l,: >;0' '- '.-, ,~" '\~\'\. ~ ',' M::>::Ie: . \"" --.lu>~\!.. ;0.0' : '\ \,,:.-','1' Z ;:Q ~z , ' "1' _._.J , CTl--.lcr. \. ;;ES · ' z '-' '; I :1: " ~\. --.' \'~, 1 " n TO ^ y ... 00 (.J>l (.J>l. fT"l Z J -I \; j ! t' ... ,~\. ""t a" 'r.... j N ~ ;o~ ' /y 0-" <;o~ ,,- ('Tl ',,',\''li\ ,,':;0" , "ll ........' ;:;: '. - ,- op , -<' n " ',' " . -"\ r "ll '-" , ~!II 'I " .:1 , ,- L - \. CD --.I '. ' l'Tl' \ ('Tl J '\ \ \' ,\ :,'" " 1 ,. :II 0 T :::0 1 ' " , \,,, ~, ;;0 " "/ (\~ " " ','" I O . " ... )'. '\.. " ~r - 1 -I '- , 'Y \~ ' I < . $''' , ~ :'\. . 0 0 '. \. ' ;-.,... ".4:;\ '... . m: ' , ::;.......-""-.- ~^.~~ fJ~.....-.. '" > I ');;-" J' ;0 4 ' "J\ ~:~t\~~;\ '." . \'~; , F\) 0 , J\, ___w , . , /' I' ~. ~ '~~ ',~ ~~\' \,:, " 1 , /' ' ,,/' ~ · . I j , \' ". \ I, ' . ~ . \' '" ,\ )> , '!JiA'~Y"''''''''''-......,."," -/';( I '<, -.,:)\.., ...\ . J! . __~;-':::-~.. ' t} I < . , \ ,~\ ~~\\ , U J / "" 'I ' < '~ :D " " '. "'~- ' 'J '. " i ,"" o i 0 :; . 0'. M' .. t lS .':"" ~ ~ 010 ~....., I t.". ',,-, \" \..~.. \ 1 , <m , 1 ' 1 <..N ' ' ' X " ' I r'" ~;...- '-.-.., ... '\.. 1"3 h \ "I ' /' j,', ,\" \'; \ -l>>' Y1 " . C '\ ',' " , , r /!" \' , 0 " ''0 tf " 'rT== L.J' . --- ~:~ T~ .-....--1.'. ", .' i };'. '/,'/1, ,\ty., , , , 1 w: ' w ..L.. - r _ '~ " '\.: ,,' \ ..,,", Oil . \01 E ........,.....~ ~._.... I '\ ,/" "...' y ~ ~ ,I ~' C>, ~ ' ,r-- J l,_ ,,~ / 1. , ' , .....,'" " ""~" ,.- - - +. ~ ~I ...... ,.. ,-"......y" .~.. ## :~I' _ _. '" ...:.. f"'j../r-,~ I' -l ' '....., -- ) ~"...... , ~ 't.- " . . ' " , m ..,....,.,:. 1...L . .' .!::;. ..; - ....... ' ( (~ __ .. ,.... t \. \ I I '\ \, I "'-' oiI:OO. . -: 0__ ...... I" Co I' 1 ... ~ I I I ' Vi, , ' L,_ J.. --1 '.' J' :'. " ; , ',' ! " ' , 0;[, "j' , I!::' I \ -i-""" .J ..", L_ I " 1 , , ", 1 . I" Z "'"' '~I' , ' '. I . ., " "" ~, I" M l... .. ----L-, - I J '"l ' , ,,'. . , . l . :..I' ,r--"- '", ,,-.. .. --- -- ---- '~',.. I" J t . , !'! ,: ! i I .' .I: ~ :,';' '. [ , " ' ;'!, __, ~_ ..J .'~..) i[ ,( ;6 I,,?,\i I: :8 '. .... I , " ~ ~ ; , 1', 'I ' j , I ' "I ' '00 I" : , I! 'I Ii :r, '~ f Ii' . Z , \ I " j ~- i: ~ i i. , ~-.. L.J I.. f IV1 .. ' I 4 i II, 'I Cl'i! I "'" , ,', ~....,'! '.[-.... ....--J I , \i " -< ,', ,: !, \ , , ' " ", ',! j 'I I !' '.', : ) --.........., i '. .;;0 \" 1" W :II ' ", " n '!' , . 'i ,e, , , I I m ,_" ' 1,- ..- _'.":C. 1 n ", , ' , ,- < ,0 ,~~ I' ~ l . I' . I. --- 11. _ ~- I _ ~ --'1 ' 1--1 .. I .' 11i ~I, Iii" i " r , i ,: Ii, I ,,', I I I ,I' , ,_..,.-: ~-"r] I, L_,g I , ..Ji I " :0 \,; : " I, 1 o + I I ..] i , ,I, " ': i.. : i , . , l' < ' ,I I ' L ," ; I ,. ".". Z ,I I Z', , ", - - ~ ...~, " I {, ". "i: - ' · 'I CD 0 J: LI I '" ; , 1 ' I .I! i I I ) i I I I I j ~ 1 I :: j ]' , ~ r, . ': I..r- ' ,. ' : ' .. ,',' 0 1:: " I I i'] I : ' ,. ~ ) 11 ,,' II ,I' ,\ " I II " l'l!1 'ji ' ' , , ,) 1 I' ., 1""'0 : ~, l. '-) - - - - - - -l I'" '. I, ' · i: ' , . \' 1, i I' , ,i _, " 1 ' , r I ~ ., '- , ! I i--_ .: ,j . ~ . 0 ,. - ~ . . I' 1 1. . . ~ _ . '; ~......-.. .J _ . i ' I --I I , .1 I.' .", i::i1i,:j I';;h :! J.1 ,:1 ,! '1 L:I' I 'I,jl,]ll;. 11:1 i'j j,' I '1" t-"'J.l! ;t-1___""t,r . _-..~L I , \ .(/1 " j""-1 '" II _ ,'" '" ' ~":" ii! 1 il'( '~li",1 ' ~I ... " :11.1 [' , ':1 'To I ,......:L......, >'; Ll :1 i \" ,i ,': ',_ I ".. , ,I ",'. 'LJ., 51, ;t-45, ,: ',! ' ;, "i I " Ul~,\, " , ~!,............. ..,----~- 'J' . " : ,I , '. Il!1;1(1) L:!;I~]ij !u.1,::iliA; 1.';'7-;-+~~ L,),t., --:-:-, ,.,-t'h,+-jrH~~'!J...U. 'i4~ ~' . [__ _........J".\ :', ~_._ :;, ! 'iT \. ; - " . " i :< '. I, '~ ' ::)1 ~l y!~ 1 f'71i !"': ;~ : ~::: 11' ; I: II ' : . I) 1 Iii: 11'1 I ,1-'.{' ~,;""'! '., ;;;l ,,+..o_~_ 'I \ \: l, I ! . 1 ' ,', 01, I : jl ::' I!! ~I 1.1 : 1 I" i, Ii," 11 l' "1 -- ", 0 r'-- .. "'---, > 1 r' I '.,' If, . ' I, \ l "~ ' ,;,', 'II 1"'11 141 I" 'IJ!'1 i ' ,!'1 1'1,:" i j[ .: !' '1..'" .J!"'~L j' ? : __ .:::.d: 1'\' '. \. ('TlZ~ : ' ,:, 1 , . ~ ,i ~ 1 !' , . : I ' , " ] 'I I " 1 ' , .-'.. - --.. ~ ('Tl '11 ' '.. N,,", J ' l> : ,I I ~111 I: j LII, 'i, ~"j 1 1 L 1,1 ',1.! :lil!:.1 jl!::li)l! llll,! 'i, ' 1 i ";' [_ ~~ '~=E ~'[':'- i 1L '--,~,.~fb~L -,,5;'00 ~".~~~ 1 '~: "~i' /~- 1 ~ .......] ; 11 II I '! Iii I' : j I ' " : II ' , :: I$;Q 'I'" II I ' , j! , "', " ;>0:: >!i " ." 1. ' , . ~::v : ': ( ,I ' 1 "ll '-' 'i :' I' " II I' ,( ":t- [ , , , i '.'; ,', " .' '. u>' '.: j , :D ,0 ' ,'; . . ,i, ' , ."::t' ~ , ,,' , ' ) /' ,'.,':;.......... , .". -- I \ ,\ ,..,', " J .l. 0, .., .' I, . ". 0 I" ',_ I .. 0 . ~, : : J x ... . I .....- V') , I' l / < . II' I': I' I' ',I ' ' : , ,! , ' ' 'I ], J: ~ " , 'j , 'J .:< :-' ,f '-=:J I ![] ,0\ ' , · q> , ;: f h : :} , 1 ~ 1: ':' , · ' , . I, ,I I ~cb' ;',' i LLl L -----, ["= +-"F' ! ^ \ 1 : '.' \ ' .J \", ,,' , . i '.. l~' t" - i 1 t f tv., ~- ~,' I )> , 1, , I " ., " ,11 ii, :: I,' m;' i, ' 'I ,;.} ::) ....."l<~ _ : ,~, ':' f I: ",; :' " '\ \\" // '; / i "ll " I'! i...L ' , ' C'. "", - , i.:~' , " \" ~ .' I l:' !: . ~ =~': ~. . '" ~ r\ \ k,~ 14;#"}', > '. I 1 ' '.:~-, J lit I J , I . "II . . ,,_' ...~.,...", ___ .. ''',: ''''~ .....1 I 1 " ~ I I" !",' ~m : I " I" ' ~~^\; ,; , r ---- - C i=:J- l ~ ,', . , .-: ,: ,:../, : ' m ,) ':-!:' : ' , ' , l..Jj. ,," . 01 ., '. , , , ' , 'I --r'~, 'I" ' / "j --'! ~ ,,~ ,,1 " ....1,...... ;" 1, ; I : j , I I . II I 1_ I '. n~ . Ii' 1 I jl . .' . : ' :' i - - ..' . .'.. . ;)..-+0 . . "-_ j' , . I' ' I j ", "~ '" al!:!!i, ,,:,,1 I " ' "Ii/ 1 I' ,:1, I l~~i,' ,j ,I I ]i I Jr'~:..-:/O...~_, ~..- ; -+/: 'I: : .. I : ; , :;! / : -l I + "I' ';1 i ' , , LiJ' , I J;' ,,' ': "~- 'r' ",' 'dO ,-~, ... ' , , of, ' i mo' . . i: ! !:c$ I ~ ; ('..) - ....,( I"" I ~ I ; I I' I : ' , I . I ,f I ,,/ I .'" 0 ~l, "1 I ' j'<..t1 Ill' 1 ,', ~ !' 'i' ,-"-I'" "'---"'--j'" '/ '" I).': ."' i ' ' ,; :t--.,: i !' , 1 1'1 '0 " , '. 'i" '-, I " .','" . g ~ ~ ~ 31 ~ I.' ,;'" , , '0',',' m ' " , ' , ' ............, '''"L..j' 1-.., ---. ,..-' -,..,,' I \ I" 1'\'" ; : ," : 1 ' ,; , ' I " " In > CJl , , .. ' I ' 1 ' ~" ,I" '1 . L, { t- 1_" <' I ': '<-1 ii1:D:DO - " ' '" "j'" f,," I,)' I, I ' I ',';' j I. '~ , , 1", .' I , ' .,', :': j t I ',." ~~~~~ I I , ' : I, ' ' , i 1 I Id 1 11':1,1 ", I, : kl '/-: Z;: "'."'- ,_";.:::-,;r..::::.:;:l,) ; ":",.' , \) , " / ;','!: j "L. I In rtI Q, 0 "" , I ,'c, , ...; . I,' <' .-'1; , " " :" , / ~...' 1 Boo i i 1.1 'I ' : I ,; tA 'I I" ,I' ",.' I 1 ' , r+] .' '1;\ ",:, ' ,':,' _,}r-- ~ :"V , C">G"> _; ; i . ~ j Q . .: . . : i . ,," I I .. t / . _- " \ :. <.II (\ ~ .. '- ". .' -: ' , ,',',,", J. ' : 11" " ' ':' , ,I' ,--': ',~ ' , ' -- -,..~ I I 1\ . . · ! / ,f.\, \ ; ~ r 'T1g~ ," ',,! 1,' <, 11",11 ! ,i : '!', Ij , " ",,' 'i ,I), ," r::t:':4.1CJ '~~l ;:1, ," _.~-) 14' ,,-,'~' ! I ! ': \.rr.. \ I >! ~ ~~~ l~::LI' <, I ,; " 'ill: :,,1 ~ ,1;;:1 I:j' ;j: I' il'I;'j!' ,!"ll I:! ' ,.t,., C.._ JI', .-...{ T__---,~~\,: ~_~{l}' ; i '; \ __,,'A\r \ ' I : ~ ~. -..I 1;,~,)' " ' , : j " " I ' ". i' ,I ~ III:" ; ii' I . , , ,Ii ' 'l!j ___ .._" _ ,,1 ;"'. -:<- '," ; ,i,-'I\'\), : ", \'11~ 11 I ",..i I, ,: .:!=."i'j'I:' 'j' I " I "i iWL.: 'Will; I ;,Ii Il" I ': 'I' 71' l\\ '\.; r.'. '+-'^,.-r-l--T':-" '.-\-, ,I. " ,;)~~\~" "'. "i(/, l!! . '-' "! ' ' i '; I ': , , ' Z 0 .... I': I ' ': : 1 "I'" j ; , : ' -, hr- --- -..........., U ,-I I I, , · " '! , \\'J' , ..:-:. !::; 0, . . 0 - .... . ~ Vl :::! .:r-:: . . 1 : . ~:: :! : . . ! .: -' ,. ~ '! :f1. I .-- - \ \ I · \ 'i I '1 ! J ,~\'~ C" .... ,: l .'" I' 1 ' ',j,'. I' 'I'J,I ',,'] ;i:::!'I'j ,'I; ""II '-:"1 :11 I, ----~..-f-..........."[...~ -11 1\ ~I,: \, ", . /,j';;\ ~,. ""';.-. "', ," , , " ,'i ' ~;1;] (;) .. , '" ," [! ,-, 1 I '- '. / '';\,,, ~ I - " " " '., ' , , '1 n ".' . , \'1 g M ,I,', , ' , )' , ' ' , , , . " j Y, , ',I I' -.. q, " ;' I : / / ,"f ...;-.- I .~ _- . . '.' i ::1:: j,;:;!., ill!"". i~!i ':: '1i1!%1l I,;' 1; ; Ii " 11:1 ;;,::1 if' ."_ =_:! .:- : .~::,~ \~: . ~,,:':: <;/2,./I..;..j;.':.:.s:.:,).. , ,- 1'11]:: 1 ji'!' I ill i ]ii :'1~ li?t: :aF=ijl'1, ill ']1! 1 I :![ 1 j[j .. .---' ',I j ......,---l \i q,'; ~;:....,--:,..~_~--\ '~"'-~;~~\' ", ) ,I' I;nj";"j.. "11111 ':1 'P!-1 'I' g::! l;lgI'~ i~"1: 1'1~! ;'l'i jl,li ':11':1 !' 'I,i"j: ,'j ,~., /'>:'~:'-"'" '-'LJ I F'V'--\ \\ t~~. :~~:::~_,;,~/_- tt.:..;- \ .. \~ \ ~;'\\ ~- : I, l i -: l ! H;'" . I': ! Ii.' .~l. ~'--t.:: f ~":-~ ~.....; \'":.Jj:\"-- l... '...,'~;' \l_---~ )' '. '\ J , ' , . ) ,!,,' 01 0. ", ' I!' N" " ',', !" "-I' ..;:' \' ", ' ! I ' J~ ~ " ',' . 1 " , "," [ " lA....l '11 ,. ., 01) i li'l ,,' , ], ",,'1'[ "-.;'1, \.,/l' ,'., __- . _~." r---' .;\, ',-eX / "l.~'\.....-'--,.I I . , h . ~ I" , .!, ,. _ L . L I ~. '; , . I ; .... f"'1..l:.... _.... - l ' ' .. <" $: ! 'i..' " f:' ,,-;f:' "'" " 00 11 '! [J: 1:- ~ ',I:bVi '[Ii, L).I I l;T'r I,ni' ! ",I.' i Ii 'I, I 0'-' .~__--j \:" .? '. nvt\dS~ ~:: '_,~../ J'~'~~--'~ ~ ~)/ ,,"):r-r- \ \ ~ "I +" 'I' ,!" I' I' 1 " II I' --'r 1,-;-,'1 ~" 1 " ,,'. (i.--..___--...... \ r&~'~~~ .-/. 'f'~' " '~. I Gl> . 0, 'I: I ' 'I' . " .] ''',' .' I 1 I ~ :=E;g~ i ,:, I iJ. /...---. '_ _ -tt ..:'''~ - 0., ,,:r~ ''-- · ~, .~" f" r ---p _._--1r'1" j ..,;' , 0 I . ' , ! ., . 1 . 1 , " .; I' , ' !:I;P' LL.r...' I-l , .......,.-.. - " --,- n ~-'''L ; ki ' " /-.," . " l ~-- ^ .':; ,'- I , ~ " " ,1.' ...:'. ' "d. I' , ' " ,I, 'W; ru. L: ../ _ -;, - - - -') :, " - "/. , . " \ ~: , T r~ \ l.--' Z : l' 1 ,TIE 29.58 i.I,:: " :' Ii' 1''-1 ,,' ,\.rT II' ' - .--!:;;.:.. \ \ /~, _ -- I \ '1<-1,' i6"< l. '... ,'," _.- '- ' \ ~ ','. '1'1' .. T TT i,ilj:,'t" II: ;;:i]" "1' ill 'I,r-! .1 1"]' _~ \ \'M_~,\ \:r---- {','\ \..:,;::i~~ ('r r'~ ,: \ '. ",',. ~ I ~'"", g' I' " 1 '! 1,1 1 'll~' "; 11' . I, j ;il"~' "I lI._-" 'I ,."; \ \;',;'\ ,i J"~ I' It~ i, ,~ " >. . ):11.' -i i.: ii,1.. L- . I;; l . l I L,.;, . i '\ \ ' ... ' f \ \ .- ..- l _ j . \ ..... r.. J . ,..., ';.' , , -, -~.L'nj lj__L.U';--:.-r:::j!.:-:H: '--+f" "'TK'---r-..J.i ..,,~ ',' L' \ \- \ t ,.. \ \'.----:--, '-1 ":(r\JJ- ..:.q : I '. 0 ,^' .. I IT[ ,,!< 21'" r.p."l" , I I ''F-IT "I' I 1 1 \ \ ' -. "- ''- , ;; o YI I ; , . , ' :' [ , , , U 4~. t. ,.' , d. I" ' i ,',' ,I ' '1 I : ' 'I ,,'" ',' i', r---? 1 I-~ ' . I' · 1 ',Z ~ I. '!" I, ,i -r , I. , i' 1 ,;, '"., .' 1 J' _J . t I ! : "f )>In/i! ,1 1. jl ii' ;,,[ lid L, :~ A'h'I!1. 11 1:1 !i I <'I' Ijl':!i!,jll;LJ I J \ \ L - .""----,, ----"".. i .;-! Z' ." '. , " ': I I 'i " ']' , 'j I " 'I' II' I ('Tl ;0 ;;::: r- Vl ...., > n ,J:. "'0 n VI (Tl Z ;;:: )> .. : ; ~ ! I . .. . .. ~I ao :;' O'!\:~. ,.l : :-.:' 1 ~ _ zo:::: <~_ :I: ~ , z _ [', i ,,],!!,.j 1 I] ;;]:, ! "ii 1!~ ,1 r I } 11 ' : 1 '~.",:::~ I' " ; I il,] t:;~li .,.,g ;;::oz n , ~~""' 'llo i [;, -l J I. Ii" l' , I: ,I, , I IJ."l . In .1 Ij :~~j i :Z;;::] I ' j . '. , -< > VI -< -< r- Z"" U<l 0 U<l I [: ~ m-<: ' j:';')I': II ';11'. , ';, I:: . ,',: I,<:;:ll':~ :" ';<:;Jr 1,'" , 1, I 1 ~~j: "'-:11:-:1'" ;;::~ ~~ S~5 ~ ~~~~~~ I " , , '.' : : ,1 I.", I", f'l , "'01: ,. >~ >_ Z ('Tl (Tlz 0U<l ~ rn F . . ..... l ., ~. ;. . ,b. ....11 : Z --1< _ --f ::0 -10. ., ~ 0' li' I ili!i' ilL I: ' 1,1:, Ii :, ' ,11 ill Ii ~;.;i ! 1.: i ~S ~3'! -::~o ~ ~~:":1,:~ ! :~ I O(j)Z .,. "l;i: :,1 li!!l:I" ~ :], III ~!;:I'H~l ~!I '1:11:'1 cbGJ!l::~!I:lj~lilQ1g')~'!~i ~!:L~I ~II'1 ,I 11"1'1';1 l'Tl('Tl ~'~~~ ;~~ ! , , ,-- , :, i" " , j' " ' ',""'" ",'''''''' " 1,- I' ' , " '-'"., ' , v,, L' ,'I ! ' , ~ <:)' 1 "', . , ,. .......,. , , , , " ,.., -" ......' . , ~ -.. .. o' a' . . . . '. I , . """",. .. '-'iI' . ." I ... _ . ~ C;.. 1',,'i,,\!:;),1 f'Ji ;j ql;;i 'R'J!.,~! f.,+lT':T-r;ji+:~~ r~~+t;'!+t~i:Tj~+~i1t::~11 ,- -- - - - :fi 0 ',' j , ,~ ~: ,'~ ] 1 d Ii ' i 11, , ; ; ; I. 1i ]i; :' P i! ! 1H i! I ': ~ ~ : ',) :" I' !] : ' ~ ' I L: i': ! I 1!!: i ': ! ; ~ )> .,', i j I : i I;' il : r II >i! Il:Yl !: :Ii 1 "Ii ,! II! II I' i I W] q: ! ! I ! i : ; ! :: q,: l, ! I 1 II, 1: ; > ; ; , 'I ' " "\ \ . ',', : IT \ \ i;" ; ; ~, ,-V" ,:f/. - c Z '. , L L' j " "I J...." ',' en'" I ,'! '~,.] .,1 '" ' i :>b " .,[\ " r '< "ff " ".jll -I ' -::: I ' ': ,~, "~, 1 ~: ' I ' , <~' ;:: [~1 :: < ; '; ~':' I, , ~,:: j :- .: -:' ' /'~ ('~" '~ ~ '~\\'~' : I) I' , 'j / ! 'f, . , . ' ',"ll .' " . ' " ,.. . 0' , ' . ; , ., , " :', c!:) I 0' ' / ~ )("?, \ : · q, ' , \ i j ,!, \ \ ! i, ;1:; "'j 'I':" ':'1,:1" ":;'j :" '1' n"I"'!:I!'i: 1'!"ill'I'J'i"I";11 '!' I ill';b:' I ": ~~~ \ ~ 1:\ ''-, /',' ,~" ~ 1 I~' , .'"'.w.. ' Z' " . , ,;, .. , I ,I 'I ' ' , , j' ,j '.. ' , , :" , " ~'" ." \ - '" ,""', 1 " - .' Q '''''; " " " .. , " H ,."..~ "",. \ " ~,. ,; " " . ']"';111 i,',,' 1.;' ,,-t 0'+;04 ' ',I '"",],1 ,f,!l .1 I:' !.']'; "'~L ' '1..ii I) ;;:: ~~ ',", I ~ ~_"_'r(" " ee" /' '.: ,1'\ -- - ~ ~" (I : ~t :0 ...... __,.. .._w........_ .._. 04+--_1'0']4 ...t.."'"t+ :i: :I:...~ '... ,', , ' " f" - I , . .. . ,; . ..... 1 " I' Y .. ~ ., ',: "'I : '..' i' 1 :,", IU' , 1 ' " i:' '" , ',., J" 'I! ~ ~ ~ .,", I Z ..... ":: -\ . \ : , , 1 ' \: ,: "', ,; " : . ~ . _ - Pil!!:!L!11 ,,:Il!l;: ,Hili illk: f, 11] 1!:i:I.'IIH :11 il "1'1: J, """.- ....:;;j u ~ oN: r, ': l. ~ i i I i ,'~;1 '~ ~ ',', ,. 2; :"111111' 1'111 'jl' "I' :11:: 11bl:'~ 1 I~:l f:;l[ 111;;:!11)I'ij, 11;1 111[i .:1 j I .. ,~~~ ". ~~ I g "~1~ \ !': ; , ,.~ ,~' I -.. 11"\\\:\ . G) , 0 I' : 'I: i ' 'i] ~.;o , : 1" ,I,': : ' ' , , ' , ; : " , . , ~!!' " " ~" ",,'. <f> ' 1 '. ' \\; ;: . ..! ' ~ j ; I.'. .! . I ro. en~.; ~! ~ :. I 1 . . .:. ! i i.. . :.' ........ 's; "I d ~r / . 'l; 1 . I ~j V'J '. ,"~ "\\ '_ '_ '. ~ [, ]: I !': i, 1 ',' " I,! "I ~'o l t;; ~ 1, '~!' : , 1 :1:' I I. ", I II....., """ 0 ~ ~ ~ ~;o r: ~~,~ ~ \; , ~ ,l. , ~ ~ c: ) f--f.1 " \ '>,~ -l : I ' , , I ' ',1, I.. , 'II, >-of' ,dH t, '-"1' ' , i ! " . ' ~ '~'llo VI," T ,; - ! i ~ '" ',' '.',.' 'q I ' I:,:',,' 1 11j: I' ;:-;, I,'""~! :g:;;, ~i >j:' ":':,, ,j' 'I I" :,:J ".,.,~ ~"'" ::v ;-13 ',~~~~:: ::'''''''*,I' I ; c: .:' "Ii8 ',' ~' ..',., '." l.,' ::,1>1;., I,i:: ,l':' :j~!~i: tf!!l ~: :~':~~ ., 11 :!: 1: ' :,: 1;:! 8~'''~~~~ ~~t.1 \ ~~~~~ 1:( $,~- :' ~ 8 ':' '~: ~ ~ jln,',\' c~f.' i. - ~g.1 ' .,::11 I' 'I \1:l1 ;I,:~I IIST:J!Jo~l:,,~!!ll' ::JI ~! d;l : r!::JJJ 111.lil1~',.~:ll "" ~2 ~:~;,,~*.. ~""',:: ~~~;-~~~ :' J\CO'! ',',~ ~I\~ J!{ uT , <:) 1" " , 'j I I il j~-:;;; ,-<---. 'lJ.. - -:jc l-mm" .-11':-'-' I "'TJ i . ',-<" , ('Tlo-<:E,..,.. >> I. (l ;;::1)>' ", I I' ", I- " OlE ~ ' I; ; , 1.1 '.' i ' ' .. . 1 " . IE 6'3;I 24. . ,f ,; Ii l' j :' ,,' TI,: i ..' j , -,( 1, "r.':";; VI "'" n 6 ~ t:; " . ", ~ ~ \ : \ ~ li~ ,:;0' \ ~ ' ,f; \; '., k. ',,' Q..... NjjI[lih: ,j,i Ij1 L 1 II ;:l'''f(l':::d! I'lil 11 ]i!,L..,'1 j 11;;,:' ;1],:1;:: '1-1.:; 1 ~M. '~8~;;:: ~-< ~Z ' 'oon " I:, ,,'I'~ ~ / ~ ~ - , : ~ (.J " ",,::::::~ ,.. 0+ 1]11:'1'1 :ii j "i Iii ,Iii: il] !ILj:jj:;' !,l~~ j! il':'iA 1 ]'1,11::] "i:;[)11 i,l!ll 'I' ;:g~ o::r;ae~:=~ ~'''2,.. ~:.~ - 1, / \J1~ " (~', '1 I ,i(: L 1''- >".:> '...... Jl: '::!j j'l ~'E' Ii.' : '.i: ;~'~i: i 1.: : i ;~::; Ii l::il~ i 1..,1.:; .1' '[:= ..1.:. \. . ~O- ~"'~ 0 -~" 116ffl- 11 I '.:_:~ III '1 :;~ :Jj '''~:4''I'' it". '. _' 0 ];:;"j;] 11" :,'j! 1,1.1 I 11;"1 .1'~:'~!111:ti: 4i ~'~'~r"""H+-~~<Oq14-11~~~ft ~.~,],)" '.._~<;-P G");;::~"'" 3i::"'Q,." --< \- ,.', n 81"~ -' !n' ,.;!:' J '01 .,: f., ,'., ':z~' j " ,I;i": 11 ,~I ,,:f l' i ,,1:':' <W 1,',1 ,:') l" Z;;,~, :;:':1 ",-- " n~ U<l_3:~ ::en , '. 1,;;:::-< z.' --;j, ::::: ," , ! "IEx!1! :, ',' " ,. ,~", ..-l~;: ':, j,l",';i 1'1' ",. 11'1",;:1 , '1I'::j 1"1'1':1' I:,':' ~ ]"1' "j' ITIg,;; ",i; "I ',;,'j I '" "'Ov>',U<lz-;::E ';!j;o', '.1'+(Tl QI' " !V> ,I,' 'i! I' !ll /:'Z' ., g. !.io':,~J_l ~::'~ i. "oj 0'1 '1.1 ~= . ;1~' ~,If"l( i! i.i:" ; e1 :~.: 1'.: ~ "............. Z~'" l> ~ 1"2 ',-' "',II~X fT1~: r .-;.1 I ill I jl 14 J/j-;'.-/!:'. ,'" g_,'" :II',i']:I'!.1 j ,11 ,:I.jl.!i1 1 ,II ", i!ii]~ ld,,::li :;Jj, ,;1 q",! ~I 1" ,,~~ "g8r-:::~ ' I . \~:.l~ Mi' tf.:fi . ~ li:1 1 , . Ii, ! fj l.f : ' ',d :s~ ',.. ,jli,' r" : I <ill ,,:1') 1 j'1.ll: l'~~:lm.; ]1'1:;'1' 1:::":'1 ,i ]ilHI . i l'" >3" .~~.~:: "" )" ': . , J Ii ~ i : j' ,I' ,'.'i; 0 L " <:) J>o ,. .: i .'. . . .: , '! : ~ : I. . j j : ~- ~ 1 t ! .;: !... ~ . . : Ii. n:z 0 ;0 ~~ <:> ' ...... 11 ...... . _ _ . _ - - - J. j t I I 1\. , '.." ,;0 '11"1,:.,, '!" ': :., ::1;1 I,ll' , 1'1;.: tl i ..,;.1! I ':" j, ,.11, II j" nn "!K3:" :;;;: ". ",,) '",~ _' ----~.---- ----,1 I#. ,,9' 1111" '. l' f f / "f,rf', ! ' " ,,, " " '" ' , l ~j, .--._~ .--1.---';-r--+. II 1 l'Tl;o '" -', .s,.. ,. I I ,ill \ !" 1;; VI i : i : ! : 'i, i ,: ;, 1 '", ' ; , ; i .' ! : " i:;':! : .l" , , . ' , 'i I" I' ,!.' I'; .' f! 1.', : :s ~ n . ..- . " " " , 'j'l \; i' x, '1 i} f'~ :' ',' , I ,,' ~ . ", ',. ." ' ,1 " : ',I ' ' ,1 , :', J "!' j'", i ',,', ' , , , ; " ," >l'Tl"'" N' ' ~ . ("'), I I', '. /:'!:J'" {( " .-'. m .--. . l.!:. ~ ~.' tm. i, 0 ~ :: ~ i ; 1 1 . , . : :! :.. ~ i. : 1 '. . i . : : i ! i . . . :.1" : ~ " . ; ; . ~ . CD ~I I ;0 J . I i 1 : J ,::r::j-::li( "~i 1 Ii ;0 ',," <.Jo.Il:;i;!I,lli,j:il..'j Plliilll'lii"" 1,;"1,'1 .]ili!' 9> ,1~"I:] 1!lil~l,~ I!I~I'~> lj,: 11, ::;; V '.,_l. I 1;~:!. ,I. , \ ,IJill ill !!;''!;;''';~H t.> I' " + ,,;;,,'" 'I,;; Ll"'11 Iji ',I] II' I" 11 q :'; I]' :l'i'li] i 'i' 1 '1 I I' . i t~ I '0', ' I' , '. i' II " /'!fg '-i[Ji c. -I 0 '~l I:,j 'Ii'l":] 1 2,,:11 'l'~<!_ :I,,'jl.; +J.Ji~' ;,R ~+!..d,: ,:!,~j.1 11.y!.41]11")11 'j ,\1 ',~ n ," In' !: : ',I i j' I I~{ ""'{./( .. '0 "i "j,' , '1 i Q , 1 .. , , ' '1 " '! ,I . : ili' T ..,' '" "', ,..:: I '1 I / A: ~.~ ~ <:) '- ' " . ! 1 i' \ II I' \ \ l ',,' :,'" "",~, 1',1 ,,:j ':,i i:'l :Ml,,:!' j':' ;,~ii :f ,';:' ]:'!!;'I::1 ,,'f',jj . ',:; '11 J..-i...IH"'1 " ,'I :: ~ "<-'~""'" "\ ~ I"'i\: r', 'I~ J f ,; . I f "\ " ~,f \' , " '" ",' " , "I , ., "i' . , , ' '" I ", , ; , , - ~ z ' , ., ' : , ~'" ' , j!', ~t 1" J i' 1:::' I IlM I: ., -: ~ i:. j:: Ii.( : ' . _': I . I: .. '. :.......,.: .' ~ ;.: .. ~ <:> ::z " ;;,..... I \ --i: 'I'" -..... . fl. :"., \. ~i.?;'" ;,; j;:' !'~I 'IoL l.llr'H,,1 ,,:-::J..d.::;;:.1.;J.;i'U }1=::~~4 I-,~-;-:-, '1'~ i,l:i 1,11'1 ::< /!:.;i~_>,- :I'.~ ,:":'1?~. --.' {';; ,,' I ijl it: ~HI > ?' 'j;[1 i,rll,[L,li 'll'!'Hl LL11ii:I.:Ql:,1 j]I,!r I} rllil!l: j]l[1 '~~')I::lj I i ,,~j : '., ..:._~ 1\ ~: ""J ti \,' { , ,I l:k:' I HI" rf" 1!1>i i'I1'I ]l\;II!' :j"1:111 l~;ij I q::~, ~::::I: j i~L~~~: j '1::,1' [~il~ll !:.I.I' ~:e ,,}' / \~J ~ ): .~': l~ r.;; "!' I i',;./;t:,jjl ,.' ," ,,' :'1 II' , i. .j: 'li11; , I' l' I,' ,,'I I:...l. :::1' j," '" ' I ,;ll,!'" It -<-< j/::' "t ~ ~)~. UJ~ f,' 11 , If "'1":;' ,\\, , " : ' . : 1-.: . ., ..1 ;' tI'!r ,: .. . I I' . - ," . ,K'~ i ( Ii - !! "1 I " :; . : , ! '. .:'j .'. Iii . 1 n {""! 1 . :. :z <::> i/,' I: /I _..J ~O!! I I I: oJ J j . , \ , ", " I '1' I!' ; .' 1\11.,'.. :: I ,ry~Ml "::11 'I" 1:. ,I G">"'" j"ji:' "~ l~:,l '\ fZ " i" , : " I! ~" /ll!1 t\\' :' " 1- ; ; . i : .: =-:2t ~ m :do- . . ~t. I. -I <' , , l'T1 >t j t I . ~ I . , '($ " \ ~,[ 1 ' '!, I,i[: [1 1:1:1 Ii U;'Hl~ ~q, Ii 1," ii: !:" / /k ,:<( ~/': 1,l~- ::S 'itJ,(!, /1 ,If 11l\, \\\ I .. ~ 2; ': i': ;' II': ; I i: 1 ] 111:' ~!t'.ii\ll 11: ~~~ ;:t~, j l:! I ' $'~' ~hE~~ ~"" I^-J' /''. ,/~/ :/hr" ~ l' ;:><,; ; 1-</ ;' II Ii 1,/ : 'I ;1,':\' \\~ Vl 0 I I ' , " 11 ' Q, Vi ' ,::S: ~ =-::& rr I!T1 +-l ~"- ~ /" ' '. ' 0 I, !, L! I ", i ',1 ,', n I, ' , , , , " 'i 1 ' . i I! ' ' 0 T; !I' \{' K H r,<1 "'", j;': I ; ":, 1 J' 1 " ~']I 1 "', M 1 !;' . 1_ .: !. J j . 1 i 1 - j:4 .. td: V1". :;... .......... '<( Y I" fT' I ::d I I '\, iN .' ::: 'II!"I j,! 1::1" i:i ':]: '1!:;ll m;' 'I '!:'ll:'11 "~ ::E-m-'-"z l=:i/i;;::] .....~:::~~<~" "-." .:)~,:' ; /: :.: : f ! ~d~!:t.\ f; i I :!fl' ,Ii ,'> I I 1 ' . , i ' I I ; ,I ,,' , 9 .......... "'1 '::'~'....' '~i~ '" ......,'~,' , / " j' ~ """ Z; !' , " ,,\\ ~,",' Z 'j I" L: i, 'I, .!li :'! Ii ,,' U1-,-OHO"\, \"'';::~~N\'C ~ / / / v, I , ",' 1"'~ ~ ' ii "" hi: -c- g II II '] I ! !' 'i'~il, ,Ir' i i II i]'.; ,', ~=~Tc:;~el~',~~:2h~.'~~'>' .") .' /.' " / /fJ : r,} ,'l;:81 r, ': ;:;'1// :;1, ,:.' V1 : II ~ 1 I --to( rt" K ~ :iC 1 v' f "V... ~::-..... ..:::~ ~~:::, 1'..,) : ,:' ". I .r.) C t.n ~ I " [ J:- j' I i' , ~ , . I' . .: - ~ t:Q "''';..~~ .....;t;~ "..~ :::~. ~~~ : ~ I.. ~.' o;;cJ --tI < f; I ,t', i'- ,','. ' ' '(I I' i :z -'-I ~ tAl """ -' "i"'>'~, ~ ~"''',;;lh ~1,,'<"""T ) 'r , / J. "'. , . .' I';:' - , x , .' j , , !Jf ' r. '. . <:> -M""!':"' ~....... :::::~~~ ~""~~;''' ...".....~.. I ' 'J'- . 1 ~ ... I( .: ..;....-r I " , 'j i . , , J> 1 . ::. 1 I I ~m ~Pi-j , ~.;::::~ ~~l":~~ '';';;,\:,,~~~;~~''';.,........~$t$~J f'-"~""}........, : ..}/I ...... f j t ;"'.... bi~ : " ! fl! /! 'J! .:f' ;::::! '. ~ , ,'. , ~ ,:'c.?1 li<::~:t>: ... ~^-i"~~~~ ~':....':.."'t"a/~_:"'-""''''~....;-...''',... .::~~" ~ .......,.... I I' -// I I" ,I f! '.>0 . ,i I ~f':f 1'0 ' jo I: . ci:J~ -~['TJ" ..... , .......".......~...... :..'......:-.:';:.-:-.............. ...... 'f I , I J, ZZ I":." 'j\ . > +" , . , , ;, , " ~;",:\".";,,, "~~' """,' ~. 8< :.., · .,'".. ('Tl i' I ' " ' , . I::;; 0 "," ~A.I 15' ""li ~~ :H~,!j / ~ ''''>.:.;,.\~~'" ;kg~,~~~.'~'" /:~ ,~<SO: ' ,.! j" ii i JVlj if ! i 1 i' ,'[ ,1 , I 0 ' ,'jl $1 +'r ,,". , 0= o;og /:......." ...'~~' .''..'*'''.;~~~.~>, '- ~~l.. ,',.... 'I',!, : ,/,( /1: '. H : . I " j'E'~5 .010: !:: !'] I' ~~ ~~~ t;':: ',"\~t\,~,.~/f-:~oS.....-~ '" ,~~~~: ,:: !', '. I. , "1/1' "il! _ ' " '. ' IX,,:, "', ',;'f, ,=jo;:t Ji~$il v \ ":.''\.,'~~~::')<-::''~.:~~\;;.'''H.!.'..'',.~'') /..~ <~ ! ,'PI" , 'i/ ',: fI \Ifj! - 1. . I . m ;, ,.-.; 4"-C , ....' :...,..... ..-...... :-.c"'l" ~~ ..... "","._~ t , 'i' ./;: f fill , , ,I ,,: l1A +M_~ I ~ ,~_~I, 1., .1 ~~ ~ '5Rd '; ", ~~.<,~~;:~"~~,~:,-~~,\-,":.;;-,,,~ J ,----, ~1 ,j!i ! ~ : i" ii "I'! / l' )Ji'//,i. , " '; , I' C':) :<n 'II "-~..r "',~, ;;'.<~, '.:r<l '.....".:':'%.:'*:.;,~ i ,T ~,....- - _ . 'it, i f / 'it, , 'II/- '[ii : " " ':' 1'1" I ',d ill: ' ' i :W~~ '. ; :~/ ~ $ji/~~ ':,~~"'k~~'~ \^v\. l' !iiik;' 1-:"'- -_ I 'ifi' U,: A ifi'liif. ", " , ;:']~x:l XU ,,::p ;;oO~, . /' ":;':'~oF'\",'4~~::,'~ ii,' -, ,ii', h'! ft:iF' Ij ,,', I I ' , ' 11" I!I' r 'TH'~t~,:: ' ~~I ~ I ~ :r~~ '" / /;..;....>. ~~.;<'-''-',,~>~;.<.<~~~ i)<',.~/ ~ff," ,\\, ," !J {If'!' /Y'~: !t'/,?,' : I I I .z:z ~ t J * ~ a= . m ~MZ' ',- /' '//' ,#" - ~~..~~......"'" ~ ... ~~::;""'.;.'-:::.~ \... "';,:.w:~.;~,:~. ~':::-:';.~....., ~ --' ~:~ ...>. 'ii. ,~ Ll.,/, ~ ,;;// /1::' ' I' ., 0 0 ~ J, cr> (.)"l ~, //- ".. ... -.. ......... ... "'.;:; -..-.;,:"' - ~ ....."-- -.;, :...., I ..~~ -~.,' ... ; '.: i .' -.. ",' I . .- - ,!',',' I" ;i;:lii=:d>r~,w.', 1'1 ,i, -1' '!far;, '" '/ '/'/ "'-,"-, ",~":;"""", ~~";~o'.:j ,j"!;'{*"""'~~~:~ll",,'i2 (if!i: ''/ :-;;J:/,/, ~ ~I... ~ .;.._-," , I . ....~ ~,-......~ ~~_l ~q ,..-;.f/p,,"..... < : I J'n': ~;. > ~. ~ '. .: ,.,j, ";"T t+' ' "I I I, ;:of: ~ U ..-t ':". ' '.. ; , ", ,",'. ",g;."". .,,~~, : t ,- -- ""i:' " : u... i i i! i ~/'" !,:',!, . , '. . : i'.' 3t~OC;~ ' . .. ........ ~~: ...:~,~~........~ ',' ,.';...,J-., ,'_~_... j ..~! ,.;f ',,-' ',It l,. . '" , 1 i "I ' 1 m ' ~tT'J"J \ \\ , .'~ ',,', " \' :t:'''''~~'1 l' ~ r ,1' '....<, 1{, ,,'/~/r-"/. :J,: !;,~ ' , ! ' ,'" :'i ' " 'I"',.f; '<:~~,' -';\" '// ''', '" \, "I, '-:% ','I M' ::Z-':'-x'ID ./c... -,.. :"'i'.I"~"'~"" r/:;!' : ::,,:, " , 'I 1=* ~::oi!T1) , /., ';, II \ \ ~', /.s:''; n'i'i~ :,..:';;;:q'~;;J"';':' -.."....... ....,.;, 1/:; , 1 ' :I: - i>i ' , \, /' , , " ,,' ..' , . '// 'j, .' ~ J/'!' u" i 0 .' . ' .' '. " .' . . . :1:: r-; t'1 (/) \.' , ' ~. ... :' , \' ' , I, .:~' ,.t0l, /!// " f '. o' I I '-';~ . ~ _: -. I .. " ""~~..... . \ , 1 '....,' ;" ,/1 / ! . Z CJl , , ' i: ,I L i, . , , " ,=;:t' J v;;{ C ..- /" _', ...... -., ':, '- I" ' i ! j' //,/ ,Ii ~ -",\:if:: y>/ ;" / o 0 : : . r- . ~ ,.. ~"'... , , IS'.:.:;' j< :i' ~//" . "..' , ~ I I","'." , 'I'" I 1 ,JV,iVl~1i! ,('Tl '-' /~.:.-,;." t:'NrUl,'I)"" ,:,: .J ,; ,Ji! '; ,!i';'; i "1','/ I;, ...- : ", "u ~ : :: 1" i 'I :1" ~ ,!' c1 :, 'i' ~, 9'1,I~1 ~, Ii], 9i:. ,I, ~" ~~;2l /~'6 :>;, / """ "/ ';':1':\ i J,.~I;,OI.,..<// \ I:: ;; i '. /f' ii' :))/: /(1/ /\ '.., -' / '- '.- ."" ~ <.iJ ! ; ; . : . \\...J' ~ :r I:"'iI" '-'" 1 ......' . . ,. "";1:.':. . I .;;t:t ~ .-: :::0:::0 ' 1 , ~'......' ! 'l. :~. ... ,.,-- H';;S" _,J:. Z i' :1'11:1, I. 01 10 iT:' :jOTT ,Ot"]I' <?1:!:'ii;ljOT1'1':".1.0 II . :1 ~= : \;-'N ,'y,';- \ :.Jl):tl~ld/511JOt-l!-.,\",;g lif! fnf!;! f$i'! ; I.! ]ii,)~\L~,':">"'" o .. l.. 'l '1 ~ .; . . .: ~. a '...:.... ,~ / "',0........ ~ ,;,i" !!fl :. 1 \ ! '1:' ~::....................... ........... : ,'" M i!:1 I ,I I,i!!i L [I ". 11:[ , ] i ,j[i ] II I U ,: I[I:I! ,,~: ~F'1 1\,,;-;; '. \,\ \ \ '-r;:'J~';1/ \,,\ rll! II/if iff! \/J!~! :i\"'::"~~~~~~" " i'. . ','~o I; '. ,.~ " . ' : I! '~~< \ \ ~' ;'" .-- a~7: ~ \ ;i!f Ilf!r J "f! , ! }J.:J ~ I /;:r'~;~\~~\~:~<" f _'., .AI 1- ~':" i ' I. ~ "," \\ ,/\ J: 0 f iJij ~; f I if':;!j ,::; ,,-,,,,...,\ !r;;",:",Pg!c, I "I ' , 1,':" ,., l . I Il \,\', \'-.\ \ ',..-,.' \ ,'I\i11'1 !I!!!, lilu! J!!ifli!/!;' ";",,, t~U:,;,.;:".,.,",.".,.,I",~" ',' .'i,'" ,I '. ~ I ',"I , 1':;],,,\,:. ;< dt;;,.j~?l.i '.i"'jr~ ~J.TI;;' .'" ) ,..;' I :'." ,,' lXJ ' 'I ' , ' ',,' 0 ' ,I 0 .A" m I '11 G> :I: ,',)f: '~, < ). ',,' ,...... ,. /. li;;.;~;,,~~~:.~~X ~ ",~~}.:" - ""...t.~ _ Jo "...... .. ><. c:.;:...' .... n _ E ~ ,., ~... -' ,.;~ q"t3414'conl-3'1341422.dgn DATE PLOTTED . 03-0CT-'997 )> aJ 0 0 m " G) :x: CADD DI-RI - ! <n <n <n ~ U'1 <n a a a ~ ~ < 1b <5 - z + (f) a a , - 0 ;D )> ~ z N )> + - -0 a -0 <=> ;D a z 0 < I\) m 0 )> -0 -0 ~ < m 0 '"'" N -~ 0 (.N . . .0 - )> + <ne: ")>)>U'l0-"-" -1n-o(.l') -t -i m a noU'l ",-"z",-)>::O ::0 0 )> e: U'l -"zrn rn-"O<i"lU'l<O rn )> <::0 .. a n 0::0 ~--<rn< z--<rn" ! z::OO U'lo--< e:'l:a n ~)> ! orne: IX::I::z::ornrn ::I::--< n --<--<n -,,-rn--<tDz _OZfT1 rn --< ::0'1: U'lrn--< z-,,--<::o " , )> - o)>n 0 >> 0-" ", nnr -1-10</\ l> - U'l nofT1 "''''ZotD::oV' OZ:I:V' ?Jl rn 'I: .-r-ZC-<rTlz -"0>>--< -,,-,,- z-<rn--< )>G") ", rO --<0::0 n:I:--<V'r ::O"r::O )>VlO eo 0"> --< ::0 )>0 )> eo_z ro-ornorn -1::0\)-4 to> ;D '--<-" "'Oo"z"V' - o- m rnrn_ Z~Z n O>>ZO < o --<:I:::o'" Zr-V'Z 10 Vl-" fT1<.n-t:x:-->- V', _ (5 ~ rnrn ::OOornZ<r- . V' 0 ~O V'e: <i"lrn >>--<" Z + --<:I:n ::on ::0 (f) a ::0::0 :I:-::o"V'O ",0::0 <nl>O-l> )>-.-,- a -,,-" O:I:a::OO--< V' < _r "=re rn )>rn -,,>> 1>_-1 --I o ::0 ",V' :I:-<n::I::OO _0V' . --< e: 0::0-" VlO- - 00\...0;:0(./'\-"""'0 --<e:O - n eoN)>rn~:z e:eorn . , ...... l>-- ::Or 0 ::0 rV' G") ~rn::o . ql'13414'cOnl-3"341423.d9n DATE PLOTTED. 03-0CT-1997 CADO 0 '-R I )> tD 0 0 m -n c> X ! ~ ~ ~ ~ I(.N ~ 01 ~ a a a a fR ~ < ili <5 3 o ~ , )> ~ , )> ~ ~ ~ o < I\) m o ~ + StA 1+00 ~ B IE &40.20 < ~ I o - )> -i m , ! N + a ' a (,) ~ m < ili i5 , 3 - (.N + a ~ a )> ~ , z ~ ~ < m o ~ < m o o )> ~ z _$ ~)>)>~~g n1jj~~I(/J ~<mz mO o '" 6 .. j ~ ~ I ~ .- N-~ . . 0 . " > > VI 0 -0 -0 --< n -o!:Q --< fT1-oZfT1->;;O ;;oo>~ fT1 -0 0 <<> </'I < 0 fT1 > < ~ <(! o ;;0 "!: --< fT1 < Z --< n1 " VlO--<n1C"!:- n "!:> IX:I:Z;;on1~ :I:--<fT1n -o-fT1--<COZ", -oz'" ;;o"!: VlfT1--<~ Z-O--<~ o>n 0 - <<>-0 ~ --<--<oco > -VlfT1 fT1fT1ZfT1CO;;o</'l OZ:I:</'I ~ -~Z4~~- ~~>~ Z--<fT1o& >Z fT1 ,-0 ~ n~~~~ ~~I~ COO">--<fT1;;o ,- >0 > r-O-zMo(Tl -t;::On-t :D moo z..,., _ 0- Z z'z--<n </'I o>Zo )> 0 :I: :I: ;;0 fT1 Z ,- </'I Z ~ 1Tl</'l--<ITl-_> </'1'-_ \ o ;>;100 z<r- . VlO Z v\c nG")fT1 l>-f"'" ! )> --<:I:;;o;;on ;;0 ~ :I:_>,,</'IO fT10;;o (;')zo-> ;t>-,,- o~ ,^ O:I: 0;;0 0 --< VI $. VI .,., :;Ii _ fT1 1> ,.. ~ >n--< --< 0;;0 (/J ~ :I:--< :I:OO _0</'1 ? )> C ;>;10;;0-0 </'10- -; COw > </'1--0 --<cg )> Z CON_fT1$.::;: Cco Z > -r- ,.,~ ;;0,- -i - ;>;I ;;0</'1 <<> COITl~ ,^ · 0 0 --< Z ITl ~ ~ m >;;000 0</'1- Z -< OITl--<Z 1Tl~ ITl co> m -I F= -<r- ~ 0 , ~ ., " ..... n " . " .., rn 0 ',I I 0 .. \ <> I :0 ..... . I Z , :;;0 z Z I ." </'I , " p.,^ - ! " ~: g ;ti -- .,,'---.----~---R- ~_j VI (" ". ' , I c" z: )> C --..'...... ~ . n' : ~ ?f i ' _. 8 ~.. \_\ ~ r- I Ii! I z. z 0, .' ~ ' : ii1 -i I /,.1 ' ~. ~ Zf i >, 0)> I : I ;;0' Z n- \, ~\ ~ " I' , n. C - 0 - Z , .' I q. ~ ~ \. z ! I . , -t' -:-1 ...... V'l . -i I Ii I O' 0 VI \ ITl ;2 ,^ f;;o . Z i (T1 J> VI . : ' . </'I ' :::; 4 I ' ! ,r'-....--." · (T1 --< 0 ! l-j;! ""J I IT1 -0 ... ~ f 1;,/1 I I' ,'0...... ~ ',1 , ! ./ I ,'. ~ l ". U1 )> ~ I I, I' <<> "" Z , I'! . ' , o I' ,J' 0"> ~ i i I -" l~' I.......... ,:"',w..--.....".,.........,'... .. QI )> J I f I , .. , ~ l::r If i I ~ C> ell i ',,* ' \2 I CO:I I ! <T> in I g:'!" .. Z I ::Q W:j If, 1 -; 0 " I :rr-.... jr- -~......., I "r"~'''l j I .:: ......." I' . I ~ I ' i! f 1/ J. - - -.. -.. -, - . f 0 I ~ ! I l I ' - ~~ , V> I ---,,,=.dl " ,--< J I 1-- ....".- l_.. ' r---< I i I 1: ' + ~~ j ~ I I " r I ; B n I --<! I I , ~o I' ~ I l....__..". j r; , ~~ -"---". -- : i i-'~--'7r" r' ....i,~ _n r- J ,I 1,1 t,,:,.. Z- fT'I "" I I '. 2 -i--t .:e ,f ; ! 1Tl--< 0 , '. , /, J' .,pi ;;04 fT'I I' I I .." <0 n ::Q I I E IT1 0 -1 </'I f 1 I J I . i . -0 ~ I t I ;:y- -"- . iJ -i r ~. . 0"'" I I I Iff" ;;0 I I r </'I I I I J . fT! i , '""'..:----,.... .l. ~ f I ..,., ;;0 f I I ' . - I '. I . . ' , I J j I ' f I ,.., . .... ~.v. - ~ . II ! ' '.', I II .. I ' .... I I / I . d I I . i .... ..... ................w............: , .... . -0 V\ _ \..-:'\ '0 , " I \1;. >c n- . ( -,"-'---t Z--< ON 'I" \'\ :I: Z ~ _' > Z '\ \ a~ ~~ , _..t ,I \. ' < --< C \' I tl \ - -on1 -co '\ I ~ ~ ~ " . \ '~ I 1\ t \ .." <> ~ f' I ' :=: ~ ~ I I " -~ ~ S I \ ' ,fT! " I ITl 0 ~ ___ ./ ;.,. VI;U \ --< '.__ 'v I :I:- C /' \ \ ITl < 1;;0 ~ ' " , I ITlITl m , _ I -- --t ___.nw__~', N --< , fT'I I ITl ! </'I i :;:0 I _ __ :i > _ ._,__ r- I ~ , V1 rr1 . ~ N ""'_ ~ ... . . ~ \ ;;0 \ VI __ \ I - : " N I ,/ " I ~ I ~ ~ . > \/ - ~ \'''01'' , ..."" m II, (i ,'\("'! ~ \1\' l . .1.; N --.j > liS (.N~</'I - ~ 9~::lL!d 5/1JOLG --< (T1 " , "1 , '0 {I r. 1 ~ ~ .. ~ (1l O'l Q"') O'l <T' ~~. ~ j , ~ ~_ t ;g N (.N ~' 01 ~ , 0< , , a a a, a a ' . . . i i I i - > tD 0 0 m ~ C> xi: .. \ ' . lt~ l' .~ .. "'~"- '~tl!l ; 't:,_ _~"1__ _ ~ ..... __2. . " ..:.......... _" _ _CL _ __ _ -----..-.-. "___ _______ ,_,.._......_u_.__ .m_...._.. --- - ---- ...---" Q'''3474'eonl-3''347424.dgn DATE Pl..OTTED I03-0CT-1997. I C ADO 0 I -R I > I III I 0 I 0 ". m I -n I G> I J: ~ ; ?' ~ ?"' ~ ~ ~ ~ ;- ~ oo~""'~~~ ~ ;- ~ :z ;0 :0 :;u ~ CO ;;c: 0 0 --0 0 V> =e n n =E l> --0 =e CO -I -I 0 rT1 :;u ..." V> :;u :;u n l> n CO c: ~ fT1 l> e: - :;u :;u :;u :z - X CO 0 0 ", ,- X --< X 0 - ;0 0 :;u ", fT1 fT1 0 non c: CI ~ ,.. <V>-IV> 0 NfT1 fT1Z:Z, ,--ofT1 fT1 --O;;C:)> 0 0 - 0 - :z - Z 0 - ---' w - n >~< orT1;o -1-4-10 -;0 > [Tl " V'\ (,f') C :z n n:z r- -.... (5 fT1 :;u :;u fT1 , 0 - :;u fT1 =e:;u :;u ;><::Z fT1 fT1 V'l :z r- -I ;;c: - ..." :;u '-"':;U ..." 0 c: Z =E fT1 fT1 , e: :;u 0 l> - fT1 l> l> V> - <n X X c: V'l , -:;u 0 fT1 - fT1 fT1- l/) nor- ;;C:fT1fT1 :lEZ"'" fT1nn--< n 0 l>-I:;U- -onfTl:;U-l 00-1 :;uZ ;0 COOc:l> _ - - :Z-l-l;;C: ;><: O--O:ZfTl ..."o:z <fTl onfT1 I fTl fT1G"1 )> --<;;C:-Z :Z;;C:V> Zl>r- OOCO :;UfTl OZ l>Z c> fTl --0 N - l.O Z :;;::: :;u fTl c: fT1 -I <n n , ..." :;u :;u 0 --0 :z :;u -I n V> -I 0 VI Z n U'1 0 n n r- ^ fTl fTl fT1 0 ;;c: ;;c: l> V> n fTl -', ,fT1 - l> ", .. -i ' ::e Z l> G"I 0 -. fT1 fTl 0 :zZOc: . CO- 0-1 fT1V1V'lVl l> o:z -0 V'l r,.....; 0 .. fT1..." ;;c: VI 0 r-I <n 0 VI fTl :z VI :;u r-::e -I e: G"I , ..." ~ . I l>" fTl VI --0 --0 - 0 fT1 ......, -fTl"'" :;u, ::e0=E OVll>V> fT1 -VI 0-1 Vl 0 -I :;u e: <n ...,," rr1 ZOO l> VI fT1 l> l> ", ::e , ::e V'l --0 n ::e ..." 0 .. V'l'::' l> fTl fT1 CO:z Vl 'I fT1 :::0 :z V't r- :z r- l> <:> r- 0 :!:: - rr'1l> .. - I rrl Vl r- co fT1CO n 0V'l r-no:z--o =E V'l fTlZ:z:z con ...,,' r-'V'l-n c:C: - ' ;:0 ::o-<.>::c:;u ("T1 0 -o:z ::c:Z -to ("T1fT1 fT1 0" _ V1 <:> _ Z : IT! _ ':ZO V'l 0 V'l o:;u l> -Iv> fTl:;u l>:Z - fTl =E <::e 0 ,- <r> ! o n >< ;;c: n :;u fTl -I ", ... - V'l:;U 0 ;;c: ,.:;U:;U l> ;;c: -I U'1 -I l> fT1 fT1 fTl 0"'" :z i :0 -1)< l>X ,fT1 <-N Xl><l> r- l> r-_ V'l'" 0, CO l> 0.._0 > > Z 0 CO fTl fT1 fTl -I fT1 0 =e _ --< fT1 -I - , :;u r- V'l V'l Z :;u ~:z: c::;uo ;;C:' r-XV'l --0-0 fT1 O-:z l>' -U fTl -I -I OJ <n;;C: CI G"I ""'l>' fTl 0 ZfTl:z X <n:z fT1l> - III s:: --< CO - , z c: 0 l><n-l z"'" -ul>l>:IE<n 0 -I fT1v> 'Z az ..... V'l;:;l e: OCO :;0 , r- nfTlV'l -Il> =e:;u mV'll>-I fT1 0 fT1 0 l> Z l>_ ..."e: - ! > -I. V'l V'l ..." V'l fT1 ,V'l :z CO l> -I V'l l> _ <T> <n s::, ..." - ---' >;;0 C:O -I e: OVl 0 0 -:;u ;><: e: -I r---I jTI0 _r- ---, "0 :;u ..." fT1 l> fTl r- 0 Z - X s:: _ ~ fTl - CO 0 U'1 X :;u - n 0 rT1 "0 (;) _ fTl X :;u:Z r-;-O Zl>CV'l l> ~ n fT1"'" fTl CO - .. :::::z - =;: ...... :0 --0 :;u fT1 --0 fT1 ", -I <n , n -I VI;><: VI l> fT1 ,,'" l> ~ ...... o IT!.~ 0 l> :;u V'l;- . r- X - s:: '" X . "U n l> G"I l> ,<n_ < :z: ~ 0'::' 0 e: Z V> V'l -I:Z :z - ~ 0 --0 ~ x:;u :;u .::. :z n V'l ~ )> m ---.. ..,,-V1 -I ;0 C> V't G"') :z -~ r-'" ...-l> 0.'" '" 0 :z: ~ ""---- ~ --0- l>"'" "':V-l x~e: - -Iz l> 2'" V'l:Z 0 g no 0" G1 fT10J _3:0 _0 :Z-.J~ 0,- 3: z -t ,Vl - (;I) fT1 0 0 rT1 0 ~ VI -I !;:; -I ", Z :z :;u <n' 0 ... 0 V'l e: '" 0 fTl fTl-' --0 Z fTl _ ~ fTl Z r- -I _ X ;;c::;u VI :x: --0 <T> --0 n:;u "0'" s:: -I l> fTl l> X 0 l> Z . l> V'l co O:;u 0 V> :;u fTl . ::B ~ ... V> Z v>' l>:Z ,"'co 0 :;u :;u;;; :z fTl' - fTle ~ I O -:x;..\) (/')1 or- .- [Tl ,., [Tl 0 Vl U1 -Ie..... . z::r: ",o;t>-t 0 C::C?" tI1 tI1;t> r-1 - .::-. ~ --0 -I l> 0 0 ~ ~ 00 V> co :;u =e VI =e .::. c: Z 0 V> -I e: -I ~ .. oo:;u ~- :;u -10 S::0l> ",,,, - 0 =e :;U:;u - '" o VI -I ", Z --0 - 0 l> s:: VI ", , M -I ::IE , --0 ", -:;u Z 0 e:", N Z;;C: --0 _ l> l> 0 ~ :J> :z l>. ", -I s:: X - 0 ~ Z Z fTl V>..." n.. 00 v>", 55 -I, :Cco n-t r-fT1 comZ -;t> n 0 I 0 -t -t Z o _ -I =Ez fTll> X",l> 0 fT1:;U'" :zn"'" X l> -In e: N 0 - -I r- _ > 0 l> 0 ~ '" -I ~ 0 :;u :z s:: :;u V> v> -I - ", ..." co X :x: :;u U'1 l> -Ie: V> Vi ~ :z :;u fTl :;u - 0 l> n V> -I. - fTl VI 0 V'l fT1 l> fT1 0--< m _ --I _ 0 -4::::00 ",;0......,,::0 1>> -to -< :x>nr- ::O;o? . 0 VI -i......, ~ -I -< N""'-I :;u",z l>l>fTlO'::' V> ",,"'" fTl:Z l>--o--O :Zl>0 l> -::E~ . ~o 0 -< :l;:J:;po -f"T1 VI (j1-O'" fT1(/'l;t> ;oz -1fT1:::O or- OJ -0 VI _ -0:::0 ~ --0 ...... ^ n- zZ e: I . . V'l _fT1 -I 0 l> 0 l> V'l' V'l p _ "" -I on v>""'fTl :;U6,~0 :IE -I l>n l>=e< o-z < VI - fTlV> . ..." :;u ~ n I--t <::> - z"c::: ..,..., <ox fT1 )>_:l; -V\f"T1 r--f nm- -20 f"T1 VI Z . . fT1 l> CI N nz ...... fTl~-I v> :;uz.. r-x:z . - :x:r-O VI > 0 l> - r- )> _ . :;ufT1 rT1 :;un~ c:~ v> r-l>fT1 0 fTlofTl -1-1 V> ::IE v> - Z Z Z 00 JT1(,/') I---ot (11-):> r-n::oVlC .:::0 ...."z OV1 -::e::e l> rT'1 no" -1 :;u r- . -I VI -" fTl Z l> ::c fT1 VI CO , VI :;u V> s:: Z fTl 0 r- l> 0 fT1 fT1 f'T1....... (i'")co :::::0 -IAf"T1 fT1 -0 :z- (I) -0 ,..:: <::> -i > :::0 ::0 o ." ~ ~ COZ .::E ~Z e:v> -..." fTl Z n e: rT1 ~~l> ~VI~ V>fT10 X ~- -X=E:Z 0 <n fTl :z i ;.;j X CO c> ~VI:;U "'o~~ie $;:; -I ", -I~ ~OfTl "'::;:; 0 ~ ! > ;0 - fT1 fT1 - fTl;;O I ;;0 ~ --0 :;u V> s:: --0 , - (,0) :0 ~ -i "* "* ~ ,.... -IfT1l> Z nov> <-;;0- fTl - . 0 v>.K' n 0 rn _ " , _ n ......,0-.. ("'110:Z N - C <:> Z < ;0 <.J'I'::' V'l _ O-lx O..."Z :;u n<o 0 fT1 Z:;u Z l> i ~ e: )> _ -" Z l> :;u <n fTl'" -<-- Z 0 v>..." n r- (5 Z... N .c.. COn no xo on fT1 . l> ;0 Z r- fTI <r> l> r- 0 _ --0 n -I <= -< fTl l> n fT1 I <.0 ~ ;0 V'lfTl:;u ZfT1e::;u- o or;:: ~ r;::' . V'l[T1 oo~ -i :;uCO~ G"I~-Il>~:? .! 1> _ + + n)> fTlfT1;;O zcocoo 0:Z ~~-I CO ~:;--o "'--<5;..." ~." I 10CO_ r-=E", l>0V>0 -I c> N .::. --0 l> ' 1> ~ :;u Z --0 :;u _ _ ...... . . Z :;u rT1 :;U' OfTlfT1 < 0...... G"I r- ze~ Z ,.... r- ~ l> --coo >'" oonfT1 fTl;:2--< :ZZl>' < . t---4 _ Z - f"T1 G'). o -" + + ;;0 '" Z;!::::;u -I' 0 .:0 ;0....... n--t .....",':c _"""'0 > ", <r> N N X 0 ", 0 fT1 --0 :z fTl ~ _ .. ... <::> ::0_" 1:Z i Z Z I I -u n:z V'll>-I- ' ..." )> a 0 Z -:;u l>nOZ o -i . . <n ~VI[T1 ~fTl-l0 > ~ . >~ O~O : "0 fT1 c> ~r- -IZ:;U - - - - - <.S:> 00 -J <T> U'1 .::. VI N - ,.... -o:c: >- :::om V1 ..s::. l.N N - 0 . . . . . ...." , j :tJ fT1\,] ;;0 l> 1> . . . . ' . c> A 0 Z rr1 :zX VI :z ' < -I -" V> > ,.... 1 m ~ <r- V'l ", o V'l ........ [T1"'" X -ICO=EV>;;Os::nn--o COO :zn -Jno ,0 ,n ::en--o >OVl l>n:;u :;u..."X(") V>l>--O(") n--o--o::E l> V'l;><: ", ;0 --0 -" ;;0 0 0 r- ::c e: fT1 c: 0 0 :;u --< 0 0 0 l> 0 fTl 0 0 0 0 0 :;u --0 ..." fT1 0 0 fTl 0 0 0 0 X --0 :;u 0 0 l> , fTl , X fTl X :;;.;:;; > ",~ ,V'l::l! O",--o;;c:OZZO -I:Z Oc: l> l>:Z :;U:Z0 --0 n l>Z- c::;uc:z O--oO:z ZVll>-I , 0--< --0 ~.. "0 0 <r> " fTl Z --on:;U--Ol> Vln< fT1:Z V> l>V>Z v>Z on -n< ~nc: -nz '" :;un --o;;O<V'l n-ln =E'" 0 -:-f "0 _ Vl ~. :;u ~ fT1 0 - s:: -I :;u - Z 0 CO -I --< ", 0 -I 0 - :;u N :;u - 0 0 :;u Z :;u ..." X V> V> :;u 0 - -I :;u fT1 - n n :z l> V'l r..o :0"'" --;7"'V'l ;;OZ>:;UfT10 V>-I fTl:;U V> -I -I Z", 0fT10 <ZfTl V'lfTIO "'r-.'" 0<0:;u ", Zo 0 --< fT1 ~'I o _ < S::-I -IC:-IfT1 - c: < -J G"I-I Z-IfT1",n -I-I:;U Zl> -I ~fTlfTle: -I-"'Z :z 0 0 < n fTlV>CVlC: nfT1 Z--o --on l>---o --0 ", -IfT1 o~... fT1n COOfT1 l>oOn ",Z VI VI -10 m l> ........ :ze:o Z;;C:-I N fTl, fT1-1 ..."COfTl or- l> l>' V> "'l> fTl - V>V'l:;U ... -I' n-l -I X- n :z o r- :z -I --0 l> 0 l> - --0' fT1 l> :;u - -I :;u :;u l> l> :z V> ' fTl s:: -I -I l> fT1 :z c:. - - CO -I - CO 0 :;u :;u fTl s:: 0 c> r- --o;;c::;u---<O, ~n S::0 fT1>"'" --<n ox -I fTlfTl'" :;ux<n :;u e::z :z--<XO OZe: e: :;ujTI :z --< COO>fT1V'l Z>s:: . fT1 -Z ;;0-10 V>fT1 l> r-1>-I -I':;U -1--0 ..."COZ 0 fT1:Z -Inn n ::EZ 0 -i ' o:=IE r-:;U-l -Ico n- -I -:;u C:r- on=- X V'l ::con l>fTl-l< VI-I -I:;U-l -I -V'l :;u rri ' )> _ )> >< 0-1 --o:;UfT10fTlZ n -In VlO3: l>r- :Zr- nnZ 0 -I . V'l0 nl>-fTl . X:;u<- 0fT1- - V'l- fTl . ~ Zoo )< n fTl - :;u e: --0 s:: :- 0 fTl :;u r- Z ..." 0 -I l> c: <n 0 V'l 0 fTl :z fTl ;;c: , :;u fTl fT1 0 s:: -I 0 0 fT1 0 -I Vl 'I m 0 r- --0 ..... ~ov>oCOOfT1mS:: Z Ol> l> l> -Il> -Z -I:;U . fT1--o on V> -I r-- fTlZ Z .:z fTl .. _ _ IT! ;;0 V'l --ofTl:;;::::;UzC: n :z COOz fTlO r-o -l>-I nV'l :;u CO n- fTlOZ 0 V'l ' n , :z: n 0 OZfT103:>-I;;C: :;u OfTl ~--<:;uV> -I O-lfTl c: -IfTl fT100n zn-l ""'1><- <- .. n O~~OOO 1> Vl ..... c:: ...,,:z0:;U --IVI fT1 Z - --0 ZfTlS:: :;U-l 0-1 ...,,:;uZl> "'l>V> V>O 0 0 __ -I ~ r- :;u -Ir-e:-I- -I -I 0 VIV>O V'l::E:;UCO ,--0 fTlO fTl 0 nr- --I ""'l>- - ~ > :0 m , fTI > 0 n --< :z -I 0 l> X fT1 V'l :;u fT1 --0 r- - 0 fT1 -I --< , fTl ~ <n :;u Z - l> 0 - :z Z 0 Z nl~~~>~!Il 0 )> ::0 ;;c:0C: -I",Z0- r- --O-lfTl l>-I --0 0 l> CO--o l>n ",_",n ",0V'l :;U:Z-l -I fTl", o 0 ;>t ~ -" Z VI --0 - 0 V'l l> S? c: l> 0 r- -I :;u CO X ", r- -U -I --< :;u :;u 0 :;u -I 0 fT1 :z s:: V> V> V> --o:;u >~ ~ con"':::O' . _,~ :z CO-f l>'> -:::00 ~0fT1 fT1 -4< ~O~, :::0. ~ ~ -f ~~~ 0 -I 0 Y' fT1:;U00 ...,,:z~ -I V>X n"'-I _Z l> l>V>V> -1< xfT1 r-fTl e: X..." l> V> ::c n 00 I -JT1 <nO;O(.l)I" -. rT'1 rr1~_ V'l VlO -t_ -('T1. :::0 l>;O-~ -0>0 <:)--tZ:C :J: o 0 :z -I V'l _ 0 ;;0 c: -I V> r- :;u 0 fT1 0 <T>::e fT1 n -I -I fT1 :z n V'l V'l Z :;u 0 :IE ;;0 X 0 l> - l> ' -0 (Il :: <:IIfT1::COZ Z tf') . Z::Z:"""'O 00 X-O --4 :1EC - tI1 _02 fT1 r- I ~ ~ ~ fT1 l>fT1n--oZVI :;u X -Iv> r-""':;U 0 Z l>Z :ZVl:Z 0- fTl 0, - ~ 6 ~ :~ ~~ Z r- --o...",o:;Ur--l>C fTl fT1 1>fT1 -e: fT1Z--o V>o -Ir- v>c:00 :;u-ls:: l><-O ::--: fT1' , !. --<<i">--< _ )> c:or- fT1>ZZZ - l> oz n[T1 Zz 0 0 - fT1fT1 --O:;U -l> nOl>::C .~:;U I ~! Z rT'I V'l0 l>-InG"lo:;U Z < ""'[T1 fTl-l V>-I c:COV'l ::EVI :;uV'l n--o, -I~--< ::C--I l> -'.. It ~.~ 0 '-"'" X-ICOZfT1fTl --<fT1 ..." --< l> 0 - -0- ---0 . v> OOO=E <O~ Z < ' ~ I-~ j'i'iV> V'l Vl fT1 "* fT1-fT10 '!C=E =;: 0 -I:;U . 0 >, --or--I -Ir- z:;UZl>. CO r--I::E fT1 ... ~ , ;0 l>.::. OZ --o(TIl>V'l~ ;;0 fTl ::e ...,,:z S::-I- X>. 00 n-l<nr- --0 fT1 -' - - ! .... 0 n v>o-'z::;:lo~ n :;u fT1G"1 0_ MV'l~ _n ;;0-1 :;ufT1r1, ;;Og ..." -1;><: ;::; · Z ::Cx OV'lZZl>-I"'-~ - fT1 :;u n' -I Z - -fT1 ::c fT10:;UVl fTl < -I X fTl -I :z V'lnv>:;Ur-~ Z n VlO 0 CO -1-1 -s:: fT1 -< --0 l> --0 --< c: o n.::. -I~--o-<fT1. n v> -I C:C: Z:;UX Ol> ;:;lfT1 ~:;u fT1-1--OV> l>~:;U -'Z =E X Z ~ ~ 0' oCO:;Ul>;;C:O =E'" - --o:z VI l>1> CO Z Z l>'" xr-::c :;u - S::l>[T1 l> 0 r- ~ l> :;U, fT1fT1r-jTIz~xO VI 0 --00 -I nV'l 0l>0 -1-1 -1- ..."fTll>l> >::;:;fT1 ;;c:nl> --< Z fTl iA =- :ZO -Ir-nr-Z.........- -t z:: <:) :::0 - ,(,/')....... :x:Vl O:::o<.l\r- -I 0 1T\fT1-t V1 fT1 V1 _ _~ fTl . X 0 1> fT1 -I V'l -< n no fTl :;u V'l e: Z n -I VI 0 0 0 fT1 fTl :;u fTl -I , -,~ 0 I v> ;;0 fT1"'V'l0 -I-::C fTl fTl -I, n G"lc: c::;U :;u :;u 0- 0 -I -Nn e: r- -I' --0 > ~ Z r- 0 - l> -I ;;0 --o:;u ~ .. VI X Z n CO :z ~ <0 l>' fTI Z ~ V'l V'l 0 V'l-l :;Uco~'::En e::zco - X", 1>"'CO "'..." XO' . fTI -1_ s:: r- _ X ~ :z c: X c: ;;0 0 r- - :;u --0 - <n 0 l> 0 -I 0 - 0 '-'" 0 :;u 0 v> fTl s:: fTl [T1 :;u 0 <n COfT1 zfTl <fT1c:0r-fT1 r- --0 --0 Z < -In, ~r- .... - ~- ...,,~c: r--z v> 0::11 ' ~ :::0-- ~-f ~ ~ VI, fT1V1 fT10-t 0 Z N "'Z - ~z~ Vl Z I fTl :;UCOfT1Z00-l fT1 n jTI Ol> <- c: :;U;;OV'l Q- =E" O~..." :;Un-l:- -I ' . l> l>0-...,fT10 CO ", Z -n 0 CO..." Z:;U ~Z ::e z"'O--o fT1 --os::_ VI X 0 I VI..... J\ n o-lzooxgfT1S:: s:: -I r-fTl _",...".",-u n", fTl -I;;C::;U' -~--o :;USl::e l> '-l 1 Y X fTl-l-n:;U fTl~ C:", s:: Z fTl_ n:;U =- ZN l>0"'l> z-r- -~ 0 X ~ ~ . OOn;;OV'loOo Z ~ V'ljTI -I zn -10 ~O · ,< n ""'~l> 00 =E -I M >- ..----- .." 3::::Oz!.:!-~<:i':c: -t ;:: ;tiz _ _p; ::0 < ~.." ('T1gfT1 ~;o~ :::O(T1~ Z <:):;0 n -I ____<> ~ o~<nZ~;:E-Il> X r- l>-I Z z:z ~ ~g --00 ~r-:Zl> n~z -I--ol> 0 ..." ~ IT! fT1 ""'0 ..." "'~-I l> -I:IE V'l-l ~-I 0:;U nl>n -"'" 0-1-1 -I V'l o 0 '- . V'l 0 V'l ;;0 c: v> l> X V'l -I , -I 0 ~ 0 V'l -I - :;u s:: Z -I X fT1 X ~ fTl at ::0...... -tn~;Oo OJCD _ r- ~-< C - _-4fTl_ <:n-Vl -0 r- fTl =-. :z: ;;0 xofT1n_nM'" CO ""'n l> r- n--O r-;;O -I Ol>-IZ 0fT1 ,O--<:;u ~ _~ IT! IT!. ",z[T1-,l>o:z fTl Ox CO ,-I l>r- 0- ", :zzfT1- VI:ZO l>"'" :IE ~ ::0 ~ n r- Z V'l C:", fTl :;u V'l'" 0 r- l> ~ :z 0 . n s:: -I <- c: n --0 - ~ VI .'. --o~ G"I V'lCOl> Z non ~'" fTI-e fTl fT1 _n~ V'l ~ m:z: ~VI ::I!fTl--<-I l>"'" . ~ l>- V> 3: fT10Z Z"'- fT1 j!! -I g~C:V'l::e' X < -Ig 0 - ZZ O-u l> 'zn <n;;c:o, 2 ' >;;0 ~ fTI --0 -I _ fT1 r-;;O -< 0 '" ::;! r- Z --0 0 -I fT1 jTI :;u r- I' -i > ~ --ofT1n l>:;u r-o X ~> 0'''''' V'l :z fT1 ",:z: 0fT1::c r- _ fT1 l> v> "'n l> -1-1 I ~ I. -I Y ~, r-..." l> -I -I ~fT1 n-l _ I 0 ~ ~ -I _ V'l l> s:: fT1 ... v> V'l ' t:- V'l rr1 -4 Z rr1 oo:t> I ......... 0 0 Z Z ..,... 8 (f) -I 0 ~ --i I ? )> ~ Z z _ ~ I _ m - z -< m ~ 0 ~ .... m 0 ~ Z li> ,^ VI - - - - - <.S) 00 -J <T> U'1'::' VI N -...... . >:0 C Q")V1..s::. t..rJN - o. . .... .. .011"'\.,1 o .. . .. . . m :t: r- - ~ -I ... ..-- ., <--..- ..,-- -..,- ..._- .'..... -, -~.. .... .. .----- - :z o )> ;;0 n r- fTl --0 fTl V> > fT1 ", -u s::..." [T1:;U V'l - r- V'l s:: r- ::Ii ;;0 fT1 fT1,V'l ;;0 n n ." -i "'0 (;) >:;u zxr- X Z;;O -0 Z'" c::zo co l> ::c- l> m fT1 zz::e fT1 00 c> ~ Z r-z n no G"l0r- -I 00 Z:;U "'- -u n . OZ --0 r- - "''''- - :Zz ...... _ :>n :> =c< _ ;:0 < -- -OVl:>- =E- '0 Z --" - n"'" ""'" _..J -I:;U -I - Z ~ co l> 0 - s:: v> Z ~ 0' -I 0 -I co Z s:: 0 - ..." Z Z -I ~ :;u 0 ,.... . -, _ fTl ", V'l 0 fT1 l> ..." 0 C r- fT1 0 :;u l> ", -I e: :;u Z 0 fT1 fTl 0 fT1 ;;0 ", , ~ ' ^ < -I _ fT1 fT1 0 :;u:;u ", s:: l> fTl ;;0 -I co X s:: 0 -I VI -I ::c <:6 5; 0 s:: V>:;U fT1 fT1 :;u ;;Q -I s:: - ' VI fT1 fTl ..." 0 :;u -I v> M l> co :;u n v> v> V'l 0 C ..." 0 --0 l> fTl :z s:: n ~ ~ ", n fT1 -7" _ rr1~ .:J: _ IV1 n . - -0 :::or- -0 r-CO :::0 OJ M 0 - . ...- - =- ~ Z -I;;O:;U ::E fTl- Z ,-I O:;u Z l>1>r- --In -r- l2:' ~ ol> n ..." Z V'l:Z Z :;u- <r> z v> 0 fTl V'l 0 0 ;;0 z..., l>:Z fTl G"I :z :z - N - 0 co n fT1 co ~, :;u :;u X G"I ..." '" fTl -I Z ~____ ~ 3! - -I"'" =E 0 0 co Z n - 00 n 0 --0 Z 1> fT1 V'l >;>;;!::;:l l> l> ~ n l> 0 - X Vl i:j ~.., ,..'.. ..."z fT1 --:;u fT10 ~z W fT1 zr-n:;u. ~~. ::I!V> Z fTl n c:--o;;o n Z . ~N. ~'" ~ no"'" VI n x V'l n n 1> l> fTl ..." l> co co VI -I fT1 ;;0 v> l> v> - --0 - - 0 -I --0 no..." 1> ---' )> ~ ........",_ :;UO -I 0-1 fTll> _ s:::;U -10 :;u 0fT1 l>. fTl :Zco z, n Z Z -I:;U- :z 00 ;;:: z ::;:lo . ~..." _ S::;;O - Z:;U . -I Z V'l0 fTl:;U -Il>... ,::e_l> 00 <n- 1> ..." -I -oz -I ;;0- I'~ o "':;u ~- (TIn ~ V'l1> fTl '" n V'l -I~:r: o",:;u:;u< V'ln r- 0 - z<'" - n ...... ;;0 ~ 0 fTl ;;0 -I 0 l> <.S) n - --0 Cl V'l [T1 co ;;0 fT1 ;;c: fTl ~ . fT1 r- ;;0 Z '" l> Z fT1 t.N , . , :!: c: VI - V'l 0 OZ r- s:: :;u 1>-- l> - - .... --< n e: r-CO c: -- a> > of);; --0 ~-I ool> X a <<n - 3:fTl ;;ONV'lO r-co <T> <T> VI 3: c:r- - 0 <0 l> 0 ~oo Z :;uz 0- OV'l l> 0 fTl n:;Ul> VlO fT1 l> - V'll> n Z c: ""'l>:;U c: Z > -I 0 -I :;u 0 r- V'l fT1 ~ co fTl fT1 --< VI Z n ..." ::II! VI Z fT1 --0 0 '" v> Z V'l V'l -I l> :z ~ c: Z _:;U co r- r-G"I l> V'l _ X --11>- mfTI - Z :;uo . Z c> m ZV'l ", OC: X[T1 l>:;U v>;;O zcoo z>V>z -0 N "* s:: s::r- Z. ~co -I fT1 -I l> .0 .::: I , ...,,::e I z--o 0_ co cofT1 --oV> -u ..."","" r--IfTl G"I 0 ~ c: _fTl", l> X -1>0;;0 -i ;;, 0 J 0 l> X V'l 0 Z ", V'l fT1 fT1. fTl 0 z::E 0 X c: a'> s:: Z Z n :;u :;u zoo > ni z . O. :;ur- l> <-;><:G"I n ~ :;UV>. l>CO- -1--0 -<n -I VI 0 ""'on c: n -i I" . ~ ~ ;;C:r- r- 0V'l V'l - c:X ---0 ;;c: n--o r-l>Zl> 0 V'l S::-I c: <0 r- Z - Vl '" \A " ' ' jTI ..." ---0 co Z 0""" - -r- r-~ VI - --0 e:x l> l> <n :;UfTlfTI 0 ;;0'::::: + >l"~ 0 OCO:Zl> 1>fTl ?O -l> -I Z-=E VlVI-I _:z "* r-:;u s:: r- -I X OXl> V>.. . 00 ~ ~, M V'l -10 ;;oz l> fT1;><: fT1n -I 0n::J:. xx IJ1 N N U'1 -1"1 V>, --I:;U l> -I -::::::::: . -I +V> ", n -I V'lfT1 "'-1 0V'lV'l OfTl [T1 [T1fTl -fT10 ~ 0 IJ1 n_ r-::c n n Z:;u ,- > ... 0 -<;il 0--0 - 0 0 VI C 0 s::o:;u zz :;u ~ JTlZ..." !:!l> co ;;0 0 G"ll>1> r- Z ::En . , zr- ;;0 -I >V'l - ..." co l> fT1 ", s::- ~ I _r- l> O:Z Z 0 _ __ fTI s:!n nl> ;;0 X1> ZX -I v>0 Zl> 0 --<- fT1l>fT1N n' r-o <nr- ;;0 V'l v> CO~n n 1> r--I ;;0 ,- ;;on C::;U-l l> - :;u r-~ :z zz 0 S::O ..." "* 1>~ -I v> -I >fT1X 0 ~ r---< l> !::!:: fT1fTl --0 0 >r- ~ 6 ",v> r- CO 0 VlCOZ -g; N ~ <T> --on Xco V'l - :;u ;>;;!-o:;u 0 o Z ~fTl -10 c:o nr- ~ =E-I v> --< fT1;;C: Z-fT1-1 . VI ~ - fT1 --0 Z e: ~.z:;u Z =EO 01 n ~o ", V'l v>z n -I' zo VIVI -V'l OZ;;Ol> noO !::~ v> r- '" n ..." fT1 ..." ..." [T1 _ ::E --0 XfT1 fTlX -u --0 ::E V'lO--o -I'" r- 0 "'~, ::Cl> - -I :Zoco:;u 0 n . 0 ~n V'l- 1> I --ol> 0 0 V> 1> X --oOr- r-co ~o z~ 0v> n --0 - 0;;00 V'l ~ ;IJ _ I"t.. .. 0 C -t n co :J: -4 < --. ;0 'X Z m r- r- - OJ J'T1 J'T1 co " # fJ'1 ........ ~ rr1 <::> 0 -f n , fTlO ;:;;:;:. + v < :;uX fT1"'l> 1>M ~ xfT1 oz :;u _fTln fT1 r-l> ~--o VI ::e: -J -I::e!;:; ZVI V'l - Z ~--I e: · fTl::E .", ...,,- l>r- co ". fTl- ::I!- fTl n fT1 <o:;u "'V'l <T>~' ~ x' Z ~:ZV'l Z 0 ;><:> '" 00 :;u >z ..." 3:..." r-V'l =;: ;;OZ zz fTlOV> nfTl...v> ::;:l- -0 -I <- fT1v> r- fT1 ;;0'::::: . n :;u V'l fT1-1 ~ ......" 0 VI 0 Z 0 ~ ~". =;: Z::IE V'l 0 :;u l> fT1 -I -n . fTl"'" 0 . CO > _0 0 X "'l> Z-I-I--o - Z - 3:COz V'l > Z _ .. 0 ~ [T1 > Z g V'l ;;0 -Ix =;: 0 0 ..!-;;O V'l :::: X , l> n ~ ~ _ -I::e . ;-;:::Z-l --11> 0 V'l - -1-1 r- l>'-O ~ fT1n ~ ... <~fT1 -"fT1l> ' ~~, .... ~';;o r- fTl -< - r- fT1 .... 3: ".." '-l >"n . _ M.. Z [T11> . ., 0 >. n Z l> -J - 00 Z fT1 V'l -I ", V'l V'l ;;0. 0 0 fTl :;u - Z;;O -I ~ r- VI fT1 r- OJ fT1 0 (Jl n::E Z fT1 ..... 3: X Q) n ... 0 V'l :;uo Z v> =E X 0 ""'x;;O l>O V'l ;:E...,,::e 0 e: 0""'03 0 1> rn- - fT1 -t :z <n -rr1;o 0 0 rrl"""'O;::O ......., t" OM -t:z" m =e Z --og Z - l><.S) V'l CO !a,^ :;UO=E or-. V'l o'co _. "* V'l !:::;u ~!:: ;;00 Z .0 -1_ G"I 0 ~ -10 l> ".~, l> ..."z l> 0 IJ1 ~ l.O ,fT1, ~ ." MO ol> ..." ;;0 fTl 0 6 ;;O.::e --0 Z . -IZfTl II .,,;> -J 0 fT1 V'l OfT1 0 0 :;u -I c: ~ V'l 0 --0 fT1 V'l 0 ", X -I =E r- ;;0 VI c: 0 -I ", o V> --0 =E X ~ :;u l> --0 -I --0. n X ~ =;: l> ;;c: fTl X -I , V'l r- c: ::e 8 1> -I o:;u l> 0 fT1 l> ..... ~ --0 - v> V'l - fT1 l> [T1 fTl --0 V'l fTl 0 -I < Z --0 co V'lc --0 -I 0 . ^ "* v> -1-1 X -I -I:;U - ::E :;u --0 --0 ;;0 ;><: 0 ", V> l> -I 0 -J ~ r- 0 fTI fT1 =E ' ", l> 0 l> fTlV'l;;O 0 - 0 C:CO~ ;;on s:: a U'1 00 0 -I", fTl =E os:: - - ;;0 Z ~ n _:;U --0 fT1 ", V'l X -I 0 l> Z O:z V'l VI Z n -I _ ;t;. c z VI fT1 OJ 'V ........c -. ::c ;0 -0 OJ G") . OJ.. fT1 G") fTl. Z --oz 0 n n -< O:lEZ 1>l>fTl VI ' r--I 0 --< . _ <n --or- r:;:l 0 -I ~m"'" V'l-l _ N "* 1TI::e -I 0 0 .. :::QfT1 0 Z 0- ~fT10 -f. tj) 0 _ . ::c co ......, OV'l. -t ~ VlZ;:O :::c N _ - [T1-t <<.11 - ~ . n :> V1:::O ~ (T1 z....- :If ....- o c: ~ Z Z Z - Z -- '" 0::::: <n 0 VI co e: -~ ~, -I fTl _,-: -< Vl::C'~ . ", ~ N -........ (/') . . '-' iJ l> ... ", ", -I - l> ..." --0 --0 0 ~ , c: ' fT1 l> r- X ..." Z 0 :;u fTl fTl ...... n ' V'l v> fT1 fT1 0 :;u 0 :;u V'l )> -1-1< V'l ...... -u..."..... ~ 0 l>...,,-I Ol>fTlo<n -i :;u -I V'l V'l -I - :;u :;u c: ~ ;;0 Z rT1 ~ ::c .......__1 C -f-t:C. _ r- fT1 --0 --0 0 , n 0 0 --< l> ;0 ::0 :J: :J: Z -I M 3:. :z - ...-. Z 00 OC: -Il> nZ -" o V'lZZl>O:;U :;U-l-fTlVl ~ -t --. r- Z fT1 - - " -f (i) fTl ~Vlv>r-O s::n ol> C-f-lO;o- ('T'1 o..."r- V'l n :;u ;;0 2Ii. fT1 V'l :z ..." fT1 r- :z l> -I e: c: m -I -I r- ::E .... c> , Z c:nnOfT1:Z l>0l>0~ o :;U-l-l 0 r-O-l:;u~ -i l>e:C-X-I 'OfTl;><:Z ...... ~ ,:;U:;UV'l1> --<-:;u. 0 '" '-' rr1 rr1 .. (/'I OJ z ....... U'l ~ n )> l>(i")ZO~ .. )> 0 I I zn ....,.., G"lfT1p; _ Z 0;><:...,,0::11 r- nfT1rr1 -I" rr1"V1~:::O ~ V'l :;u r- r- - n --< -I l> -a fT1 cor- ~nV1rn-t -Icncn fT1' rr1O--';:ofT1 fTl'-"''-'" ",fT1 OZfTl -0 za . Vl~_o o-~o S::" . -I:zfT1 coo --0 :;U-l'" VlOO ,-I c:",s::l> -I l>X nS::l>-I __ ofT1 -I~Z~ co fTl -o:z~ ", 0-< O:;UfTl- . 0 Zl>:;UZ _ ~. _ --0 :;u '" .~_ Z -I "'--1 XVI xr-oV'l _ _ --0 fTl r- - --< --< , 1> r- J> n l>V'l VI _ -I l> s:: co X V'l < -I n l> xofT1 ~ M x- ~C_~ C . _(,;'1 -~o- .::._ r- ;;c: r-V'l VI I CZ r- 0- Z II> V'l s::~ cog~> ~ e <.J'I _ G"I fTl ... 1> V'l _ '-I-N N ~- Z'" _ .- f'T1 ....... z -......... ;0 ,_. m \11'['1/' ' ~ -~ ".~ ........ '(., 11 ,.') \"\,01 c: ~ ,.. A (. I J. '.'11," r -0 n"""T"ll 0 N _, Z ~ . ", \ "', '" \, Z ~ 0 ~ -I C ~o ~,- .'..' ", 0' :;Uo iiS .....::. ~ '::El> S::o- __ n --0 :;u 01 ,I >m ,<l>fT1 -J_ ~ 1 ;'li.id SIIJOUi r;::. fTlo20 o :;u -IfT1>..." l> fT1 n 1-(..r.I ,,' ,"-;'~ . Z me> . '.1'." ~ ;;0 OQ_ ,,; ,,_J ~ 11 ~.;-:'~ - Z ::0 0 - . ~ ~-;:..; .-. a ~ 3 Z . . "-- ,.,~., > I t1I ' I 0 I 0 --. m I -n I G> I ' X r..-.':'~''-:~~'~'",t~'>-''''' ",." ,~_ ~ \..... / QI'13414'conl-3'1341425.dgn DATE PLOTTED I D3-0CT-1991 I _ CADD D I -R I > mOO m ." G> :J: ~ i I :tJ < m ' < ' ~ - I W I o ' ~ ~~ 1> - 2' a" -4 I - J nen ~. ~ . V1 I o ' ! \ - I o :tJ > ~ I N --------------------------------------------------------------------- -----, ~ > ' I ~ ' ~ ~ ' . :tJ ' ~ ~ :.-.. .-.-.-.-.-.- I'\) m I ' o ..... '"' ' 1 o ' > -o~: ~ ' 1> ~:tJ \lON' ~ ' 'N ' ~ ' COfT1 'en m ' 01> : 1> ~ o I ~n 1 IN , ~I ,r-' , " I -4::e I):>n I o I -<> l:;or- _> ' "-< ,~;:Q I -I I - I '-J 1 m I I c:: . ' I :z:: . r-------------------------------------------------------------------------------------------, CJ ~ ,. '- , ' ~-------------------------------------------------------------------------------------------, , ' , ' : 0 0' CO , ~ ' I , I N -I : _I # # : 00 fg W fR 0 ,.....- V1~ ,:;:: < -rI' ~~ Q)Q) ,0 U I"" -- I < C1i I "2 NN I)> 00 N o -u: o<n fT1fT1 ,~- ~ is r-: ;;OfT1 1>1> 1'-6" fT1 .b I nn ,! ' ~ ):> : -J:ll.-<:r:::r: r--- -o:t - ::z: : ~ g :E :E I' lTYPl ~ I 0 1>1> I'" I ~ -<- ' ' ~ . ! ~ I I - I z I ' ~.._-------------------------------------------------------------------------------- --------~ ; :;::V1V1- ~ 0 ' I > OfT1-N ..... I ' ~ c:n~. -< N : : j; :;::N 3~0< ::::! 00 : ,j :. 0 7H 1>~ _OZfT1' 7" I < Z . zz z' ; m -::::r::: c:i> (,/')-{ Ip 4-- o 00 l>--tl I I r-- ~t;O<...n I 1 > Elj I fT11> ~ o~~~: 00 i ~ N fT1""" - I ~ ~~c~: I I l>O~~ I ~ I ~;of"T'1V"! i ... I I t'..) ~ Jb ~_____,-----------------------------------------------__________________________________L___j I . I ~ 0>>000 . I' >l~ffl:tJm I ~~~~i~ ,~: ~~~ ~ ! I I 00 0 ' ." ! "" 31:;1< ! I VI n, , ~ I I ~ 'I ~ ~ !! NORTH I Ii! + ! ~ ,I ~ ~ I' ~ . I I ' I 3 I'! I I . I I , ~ ' I I' , I 2'-3" I . ' 2'-3H -: I. .. 3" 23'-6" 3" , '" ..._ I , ~ 1'-311 &'-0" 1'-0" 7'-0" 1'-3" , :tJ i-+--' . Z CO;:Q:E;:QZ I 5> 0fT1-fT10 . .....-~-..... 1 .....z~ZfT1 Z 0""'" ....,..,.. ' l ~ :;::0,",0 I ~V1;:Q 8 ,^ V10 n ' ~ r--fT1fT1 - I z ...-.J 1>Z1> W ~ OJ~n- t ? )> :E-~3 fT1Z 0"""" .,., ~ -<n--l ,4. 0V1V1 fT1Z x~"" .,., , -i _Z:1EfT1 fT1::::O ::::0:::0 ~ fT1l>N I fT1---t ...z C ' > Z .........1>;0 Nen ....."" " ~..... · -tOO .....00 Nen ~ 10 ..... Z ~o-<- -0 1> ~ enfT1 ZI~ 1>fT1" -0 .00 c: I :;;j r- 0 --I 0 - r- <n <n - x .....' . - V1 --I 0 · "" ;:Q , w m V1 fT1 fT1 ;:Q 00 - r- > .";:Q c:: N ~ \lO fT"l1 r- r- 00 - ..... :E 0 fT"l I _ .....x ~en V10"'" > . en ~ $lOa ~--I ~ c: Z -< 1> ..... ;e; - ~ 00 0 <n;:Q V; ~ .,., 0 0' 0 <n NO"" X ..... n ' z~ ... \..0- om 0 .......;0 :t: fT11 ZCD N- c: I mz 0;:Q~ , . en Z;:Q V1;:Q ~ 1> " 0V1 . - ~" r- ! :t;.- C) .,J::lo.(,J..I I C l> ::!::V1 -1' O~;- l...O<.n....l> < ! G> 0 ;;0 0"" ~ --I 0 V'l ,,- ~ fT1 r- 01 ~ I 0 0 I Z fT1 ' 2! ;:Q> ~fT1 "r- ~'- ~ <nV1.... -fT1 ;:Q ." moO n..... G')fT1 0 fT1 0 ' fT1 'r- .... m ~~~~;;o ;:Q fT1 I NfT1N ~ =!l Z ~1> - N..... ..... en Z "'""";- n 00 -< en ' G> ,^ 0 r- 00:><: ~ " ., I .. VI ::c Vl ~ - -- I > C 0 ~~ -< ' ~ ~H_ _. -'--"---'-- ,-- .., .. ~~r-~_ \ ::::! . / i i --( : ~ )> - - ~ -- -- - - - - -- - - - -. -- .. - -- - -- - -- - -.. _. ' _ ~ Z ~ \ J /V / ! ,- ! I \ 1/ : !" ~ / I I I ;2 ,^ . . I , I I, I l .. )> Vol - I " .' ~ , ::; ~ ( i IY~:: \" co I' '-C' ""AP~,~. It : / / ' r : > ~c'EF I . ~ I '" _L- 2: :. I I ~ N . -:0 ..., o . - I 'I., ~." Nj -- -- J, I : : : "': . I :It '" ~ ~ '\ __J_____ . _ :- --oo-- --.:---------...~ --1- - '"' /1 ~ - - ~ )t I'~ I I -.. ' , r- I G) C) 4 r-, II : I ~ II _ - '" I. C) rn :t: I Gn lY <..H 1I ., ';'1 I . I ,Z - :. I ., /' fTl m " I "l---J I Z . I . 0 --i I CO.,., I 'A )\ / , , · . fT1-""/ " o . r-r-" ~ y - ,__--y&_._._._._. .-.r.- _. =- ~r- : GRTG SPA~: -.-1-.--.-....... i - - .1-.1-.- ----,--- _ :En .b --I : :3 :~ :'<: y' . 5'-WIG" -- ~1> __ ~ N I z:: I .- ~ .-4 :II In.. ~ (".0.1 r- -;o fT1 ~ )> Q) -------~----- -. I- ------ ____...___oo_____JO -"- ......, 11>:;:: /' - - - __~ -:21' . . I - ;Q ,... ..c;.. "" I ., I I l> JTI - ~ I'l - - I I 0"- I co - ...... - -- - - - _., I IJ'~ fT10:Z ' :3 ~ V1" . ,.' ,.,. I : - 'J\;.~~ , , <.,., ~ fT1 -< ('T'1 : 1 ~ I N fT1 ~......... 00 1> Q,) n .... , . I ' c::n-i fT1- -i _ ~ 's'l' 1> . --00 >-4 N I ' I ~p( , ..... 0 ;3: 0 ~ q < . --...:;.. I C::~ ;0 ::z: J., 3'-0':' i J' V1Q l V1 · I r I fT1fT1 rr'I r I' " ,.,,~ ~ '(i) r= _. _' _ _,_ - - - - - - - - - ", - / I fT1 ~Pt '"' rT1 --, - ~_........- . ' ----- --.. ;:Q ('T'1' I, I 'K I~ / " ~ r-- I · co..,,' ' _ I , I fT1- . ,/ , I . . ~ ' I r-r- GRTG SPAN' ./ I O'l I ' ,- _ --y& _ . _ . _ _ _ _ _)- _ . :- . - 1-. - L.. ~ r- _ I I- . -I. - .- . - , ("N 0 : n"': , ...., . VJ " I ~ I ."" ~ I I. Z ' ... ~ . " n ,.F I I ,"" ~ \. I __< _ .~ ' ~ 0 [/ if::----- ---- -----' I R8' ~ . 1/ ' - t - ". '0" I : #, 1 J "" I, /' 1 '~sta ."" ~ : / ~ 5 q 'I ~""""''''I ! SlOP,/ t ., E1> " ~ / ~en "fT1 I J v['"o I I ......... ..... - r-1> N <n /' -V1 en;:Q ------- ,--- D- \ " 0 z~ ~ r ............-- -.. --t /' - ~ Vl ... t: <n " ' II V1 I ,_..~_.-.--- - -.-./-.- ,I- ( ,... .- 6-0 _ 0" V1 - , ... ~ . N N I, . ~_--_..--- - ;; ----1- ~ --~ <a lTYPl o I' I Z '1M t ~ ; q 3 / .111 I. llt .......t .!ll~\iH: \ · H · ;:Q I / ~lRf ~ \"" ".. ~ I 1/.'" I \, \. " \. ,,~ ~ ~.. ' I \ \ P" "l P ~ ~ ~ / \ \ \ \ \ "'\ :i I \ \ \ \\ '\ ~ -: r-~ 1> · o 0 :;::~.,., :E- 0;)"" 1>1>""''''' ~- '"' <n- -<n~ '"' ~fT1 ~ ~ c- ~ > l> N fT1 ....... z: -t -< :::0 -1:---;:: -.. l> 00 ("T1l> 00 u;)i -t X <:) -t , co I:::: r- r- n -0 -0 -<N"" Q) -I:r:: ~ :It Q) -< --I C -< o r- ~ r- 0 ,..... ~ ~ " - en fT1 en fT1 - " ;:Q z" NORTH _ c:: _ :;:: ~ 01>::EfT1 X - X N > 0 ....."n ",- n ~r-~o"";: \lO ~\lO ~ ~ ~ + r--> _ , <:) ,M<n 0 - (T'I - ..... fT1""'" "" :z ..... I ;:QfT1;:Q" .,.,00 ~.,.,o V1 ~en _ N_ ~M[T1 ("T1("11 n OrTlf"T1 :::0 :t '-';0 :r:: ~ ~ o X 1> ~<n 1> 1> 1> ;:Q _ ~ ~"V1:z~;:Q :;::V1 :;::V1 <n Z 1> -... VJ 1> 1> ~ <n <ri fT1 r-c: M r- <n ~ VJ -I 0"' r-zar- - rrI :x ;Jt r-V1::eM:::: 0;0 ...... .,., -z fT1" fT1 - c: 0 en ~ r- Z 11: r- ~ ~ ~ :::: #6(a8 EF _ ~ U'l N Pl V!,'tQ1 '/ 11-1 \;;i~nl · (TYP FOR EXTERIOR WAlLSl (..!o.I \ j \! '.1 . J' If'; - N ~ ~ en .,.' f$ U1':' I~ L11:'] lid SILJOL6 - --I_ I ' ,"," .;, l ~ Vol ~ I! "J' ~ ~ r.. j "".. "- ~ ~ Ie,"! 00 o ~ ~ z - )> m' 0 0 m ~ G> :J: . , , " ,/ ""--- - '" -- ----- Q"13414'conl-3'1341421.dgn DATE PLOTTED' 03-0CT-1997 CADO 0 I-R I :I> ell 0 0 m ~ Q J: i ~ i i I I , 18'-4" ' . ~ ~ ~ N::o )>~ I .. --tit N -ill: 1> --t:::: I 0'"1 0'"1 ", 0'"1 .", ~ '=' ", 0'"1 I - N ;;0 VI x~ ", x.:>. ' <.J:) ;- ~ - ::::: o;lO ;; Sl" V'l,' I i . .". . ......, ~) rrl 0"'. 1 V'l 00 " 0 ""N ~ , "0 0 'I _ 0 VI 0-< 0 ~ ;;o'~, ;;0' 0 I I ~, l> / (Tl )> g /' _,,);;0 ~ ~ ~ ~ p ~ ~ r - 0 0 _ .. _ _ '_ _ .. _ .. _ .. _ .. _ _ . _ __ _ .. _ __ _ .. _ .. _ __ _ __ _ .. _ . ~ _ .. _ .. i ~~ "_ ~ ~ ~ ~ ~ ~ 1 r----.J---------._--------------------------.--.-------___________t___, i;. i X:- QI _ _ ........V 1+ I I . N CO - 'N- ...- 00 I - I I > 0",;':: '" . I ' 'I · C::XfT'"t <1 ... . I ~ -1-12: ~ / I : ~-- ,-----. ~ nfT1~.</ 4 .___. ._J I 1 < ~;;oO -- .--------.-------------.------ / (I ' , , ' 1"'_ 'l\ -.- ..., I I r-:> m ZOZ" <J '" I,,) , . , ' o ~~V>._ , ~ p po.,- p po i i : i ~ :> ~3!~ I I N I I ::g z~~ ~ /' ---------- ..T7---..-- ---------------- ---~ I:;'::N ': I ~ :0 fT1 ....... . I l)>-t:-. I " I Z :::: fT1 I < ....,." I I I I t::t: Z I m :<0 I ! ) I c:"0-< , .... I' O~ -<, I o :c I I j I I I --- 1 ~;:o I I I I r- -U I 7" I I - I 7" (T1n I I I I I I 4. I I fT1:t> . , o ;jz : - : 6'-0" TRAVEL: : 0 Q) : - 1--: :. ~ - )> _<I) I fT1 I I'" \) 1 t I 1 : s.. i ~ ri j J ______';i i ~-----------------------------------------------.---------------------~ i p - I _ .. q ~ LJi :: / : ~-_________________._._..______.___________________.....______.______.,: I -<-:: , I I , -< t I I I I I#:# I I -00'" <;T I 1 I I Vl ~ 1 I I :& : 6'-0" TRA~'El : : : ~ Q) Q) --Q-':- --,-----':" , ~ V'l '<It.. I 1 ....J 1 I , N N I I , I fT1 ' ~, I /' . nil > "1 V 1____1 I I fT1 ~ 'I ::u r- n I I I 1 ---, I N I W.:D M I r I 1 0 I 00 l>);> I I fT1 m .. -i , I' - r- n n , 1'-6" ;,:: < --. ' -0 I -<_ ::t: ::t: I 0 ili 0 " / ~ . I ' ,'--<" ~ < 00 N o ~ :z ..-............. ..--..-. : -0: ,,-< :::: lTYPl, co 6i - ~ z · --. - -- I ' . , I'"z --< ~ I I ,I 1 (.0 II <' I I t r- I N ~O-bo - ~ 11,,0;;'11 I _____ 1 I ~tj'") co --t '00 ::r: ~ i" ):> '<It.. ,I : . I.J-t- I ~ 0 0 I -0 ON I ~ ;,----------------.-..=====. ' ::z 1:.:>.--< -< " l> ~ (_ _1IiIIIIIr..~._.._.. I I I _rT1 . Z -.I N JI ~ I r----..--..---- /- ...., '........ I 1 . I CO . fT1 -. ~' I I - , " , I' 0 I ' , --... ~ 11 / I I <I t r- - 1;j II. 'l\')l I 10 -< 0 ' **,,_ II I 1 I ' i <:f ~ f=:: :: ::~;< ~ ;;: 2'-0" L-..---....---~------__________________________.___.______..______ ..____...._~ i I o - ~ N N : fT1 11m 1~" I I : 1 ;g N ...-J' n 0 1'-- fT1.- - -, I. :::0 1 I I: > l O. I I I 1 I I I 1 - I ~ Z CO I tCn N.r.-"'I I)> I Ill> Z ........ r' --- ( no! t 00 I---~ 4'.0": TRAV~ i ~ E~ f-----------------------------.---------------.------------:.... :;,--.---~ I ~~ ~ ~ ,.,. .,.,. 0 b .... I 1 --t I' j )- U) CO t: I I I I I -< N I > n j ""'0 Q) Q) t I I I I I 3:N \) 00 I ;;0 , ""0 - - r- I I I I I <1 I J>.,t:... - <:>::0 j "'0:0 NN fT1 I: . I I : :z::::: 1 c: 1 (i") I 1 I I .,- :x: ':z 1 ~ OJ --I } t : -:: I I :': 00 I 0 ' o 0 0 \ I I I I: I ~ ,- 1 ' --4 -0 I '-_......._ ~._ _____..1 I' CO[Tl m)> I I , :~______' __________::::: ' . l 0 l> I 1 : > --. ------L---.---.-.--------.L-------_________.. ------- ----- -----------------.--" i -<g , I } . <"_____4.____J. " , \ -.;:" , ::;::IE I : O T . - ~- - . - - - . - - , . I - - --< l> < I ^! I ..... · ~--< I < ~ ~ -t - 1 I \ m ..'" .. I' o <', 1 . \ / - :.-. ----.----- i 1 ' - . - '<It.. I' ... I ~ · - , ! i ~ ______.__________________._____________________,_____.J! ;. I m 1 _ . ) I ' ~ ' ~ . ~ : ~ 1 I I 0>>000 r----.. ... I. I), , >~-"J:;gm I - ,.. , ' . , iil -"m:l>!2 VI '- P,... ./ . # '**' # G')-.I ~;;o- .._.._..____.._..~_.____o._ ~~~~ ~. I ! : ~ ~ ~ ~~ < V>~~ I ~~a a 0: I : 00 00 00 "'x < ::t:530 i '00 -:.: ~ j fj)ZC I , I I I..N ~ n n <II . I ,,<:n ,/ ;;OCO-i I ~ . I I :;:0 ::::: ~ fT1(T1- '<:I . I I"j l> ",Z' VI oo::t:l> 6'-6" 2'-8" ~ : ~ ~ ~ Z 0'" .- ~ ~ ~ '. -I . NORTH J ' - COo;lO- ~ <:n l>0, + 111 I CJ m :::0 I 11; N-:::Ol> -c I -' m -t~o N oor-)>o J IN ::IE.... Z ..., V> V> - 0 ' _ t: M :=: 0 r-f"'1 ~ ", < 01;;0 '" ", X"'::t: Zv> ~ n :z ..., . 0'"1 0'"1 0 ' - l> "'Sl" ~ N N Z "--::..-< ri ", - 0 - n '~~::t: . . l> :::, V'l 0 Z o 0 ~V>_ "'V>oo 3" CLR #7@6 FF . V> -< ~ 1 #9(\112 NF. - i . ! #6@8 EF ~ (TYP FOR EXTERIOR WALLSI- z --i m ;g fTlZ # # ~", --.j Z 0'"1 <.J:) -<x N > NO'"I Q) Q) --<-< · ::l -0 0'"1 - ";;0 (5 3" CLR #9(\112 NF ~~ N .:>.l> 8 ~. 0':>' - # Z ~ ,^ ", #6@6 FF :~ rt i3 ~<:n n o v, r- l> - N VI G') Z Z , ... - G") J"T1 ~ -i)> l>~n # # ~ '* ,~ Cf jj ~ ,.... r-l>C- I..J:} -.I en l> :t _ i z :~~)~ )~ ~ ~ 25 ::; \ ~ ~ ) --i - ;;O~-< 0 _ c: -< ~ (/J · O-l::1:...:Z i m c:o 1 0 " 1 Z -< a" ~ ~ - "I 8 ' ~I / / / /\ ~ ....-\ \ I ~ \ // "l 2' Z .. "; ~ . ~ /"\ " _1 . P (j) - , " p po ~;: \ '" p .. / y" I :I> C ' '. =-- · ." " / ~\ / P . r!' ~ ~, 1--------- - ...__u.,._ -- -- ___.._,-ri-...., '"";, · - v v · X "'- 1- -,;;-.--- ,L__ ;;;___ ,__..__,~_. _ , 'I-~_ _ \,........ ~~ ~ ~ f ir ~ __.-_..~- __', ~ \ ~;~~; -. I I ( --- -,. ._- - "_'-,, ..0,_- -----,.~ - Z NN - . - - , '" ... . - ----....-- V1 m -i I 0 .' '. ( . I . ' .. OJ ~ 0 0,' r::.:.:. 4 t I 0<:) =II: "", -~. - O"t I' ~ ,^ -4 -0 ,'.. I -I ... ~ r- .,., ['\ I 0 i VI .. I - r- , .. I \J 0 ~ -r- ':. I . ~ JT1 , .. I _ :t Zo I j ~ <I), .. -0 -I <n-.l I rT1~ I ' Z : \ < <> l>N : G")-.I 1 <l)CJ1 "Cj)-.t ** I i Q I \ n -0 -I :t I ,1>N >~ ...... l>1'..J -J I ! . I I [Tl I --t ill --t lit '-I::t: Q) I .- ;::: I )> I 1'- Q) X [Tl fT1 'rr1 CT'l: ~, z . - _ . - ~, x -----.-.---.-.-.-~--.-x--'~. ' _0_--0- -.---.-. J o - '_0_' .---.-.-.-.-.-- Z ,,- - - ~ ~ <:> -t : fT1 ~ "re; : ~ ~ ,/_" U't.,., ~ O"t 8 ~ (.N 0 :!: \ < 0 I ;0 , ;0 _ I "N ( -4;0 C;:cJ -"0 :z ,,"'" it: al l> ''''/ " , l> ' 1/-0";;0' ~",,-o 1'-0" 6" ;;0 . n;;o " Z "', 'i~;;o ~;,:: V> ~ l> ",~- l> V > > I" II " .,., Q) " -< 0 jT\, '''; ;,:: V> ' ~ @ ~ gj - - - ;,:: V> ;,:: V>: G> '4" '0 ' ~ fTI oJ - fT1r- I l> ~-1 f'T1, rT\r- I m ,'~ ", 0 - _ - _ \~~ , ~ ,~ " - ~ Z f'1 4. I"""'-' _ -.. *I: 0' ;0 _ <:n 0 0 m # ,*, , 00 '-- -0 zoo --.j ", I ~ -i ",,,, z VI U1 U) co', ,,' ~"-I I --t it: '0) I l>-< --i ~ ~ ~ Q) "" \ .,,' Ii : -.-. ~ <:nL / 1 '\-::;! /" /' / ~ 6" -. ----~--.--.- r;; n N N --.---- - --- 6'-0" TRAVEL ~ : z g ,/ - ~K";>\ _' .. -i · ,- , 4 I "i-- I _ I ~n t-4 I> ....-: V'l d _ 1 I - __ ~ 0 ~ \ /" d fT1;;o ., I q ,-< "".:Z ',------: ("")'r <' ,-< " '" I '. ,----, I I I - \ , /, V Y , ~ , ' - o _ . <,I/"--to,-.o -<> ' --. < ..-O_o_~__ fl '" Jo.__.+o.._ .- ..---- ..---.- 1 N ::JIIO - r'T'I' ':", · - '-- , --. \ 'j ,,, '/' I r7' , ' 0 ~ " I UJ . ___ . _ .e. " r ~ --.-. I 0 . _0- 0___ I ~_ ON I -................. ....... < : : ~ ",0 · -.I N ,. '..... . . ,:z . - .....~y:."'(~... . " i' r: - 3'-0" · ", >Iii....... , " ./ ._ ~ a 1 "..l> , ~ - I 'Q) r _, -._. ..! I -. -: -...._ - n' I' /.' ~'....' t - - -.- 2:- 1 I I" I ~~ I _ t I fT1 ....___..__ ..___ _ . 1 It, U> ~.-< " 1 .-- 1_' 11" ". : ': ~ r- ~'",GRTG SPAN ' r-... A /\ r ~~ GRTG SPAN ~ i - - ~' , --; rr\- 1>0." I fTt m fT1 I I <1l __ .... ,'......,.. or-", --, I \) I <::> CO - J.' I' , ..}':::IIiC ~I ~ - -.. - - ~~ .. -. - rA-. 0 ~::JII 0;':: ~ : 0'"1 0'"1 0'"1 LJ I = c..N :', CO::l '4' : n, ", \ " <> )> c: M INN N : N > ", ~ r- . :it::=. 0 I)> Vol ;;0 -<Bi : P P ;- 6'-0" TRAVEL' 4 = '" I ',0' .)l . R - : ~' ~ "! ~ n- , 00 N. --l, I j ~~ ' " ~ n' \\j '-.I 0 , m ".,o.~ : 0 C) C) I I.""':: C) ',oJ ....~_ -, .. - - \.P ZZ f I 'Z .......- 111: ~ -iV> '\ · " ..-,: ~.- ---r-.-. ',n, t ~ - .-~ \ :::::0 J"T1 ^'"' t - I,.. ::::0 ~- I I '.. - " \. ,----- . 4 I ' - -:;0 I I , I '", "'" 2:'" I ,~ 'I' , '0'"1 \ I "'z ~: .,' :, : '., lor' , " q " ~ / ,1- .. , : ....................., ....] II ~?. ........... S r ,/:-:- I .. " ~ I ~'_- . ~ I ---._ ___ ' n I < __ ~ ....-.... ___ G") - I I ..........;0 ::::0-...----- - - Z ___'-.___ - ........ --t --t' I ~ V...Ll ~ ) I -_ <T> ~. )-. -' - - - - - - -. G') - - -' - - - ' - 0.......'-. .J., -, -.,fl-. - ~ Q) L.J ~ r ' '- ~\ --'- V),. illJIl, --..--- .- V>.__._._____', ' " - 6 " - ..---. --- ----- " 1- , N N - fTl I'" - l> l>' .- ><" I 1 :Z' "" Z '=' 1 <$ ~ ~ - ______~__m_....__._._ --- __.u~.____ ~ -..~..------ .. '~mf ....... ,~.............~.~ ~, It.. .:........ 11, ~, .1\ - ~ ;;0 \ ~ ""z -" '" '\ '" -.", · \ \ - " ,;'!\ -r- ., " , " .~" " · "''' I ~~ ~ ~I> __ -.-t - - '" - p - -" ~ ;;; ; ., :' ~ / \ \ \ \ \ \ ~ - ~~ ~ " G')- ~V'l'" ", ~- ", I \y I \ ", -< - l> 00 l> .:>., ,-<~ r- ei V1 ;;:0 ,- -I ll: --t ll: -<"" -i-< - '/; r- ", ", <:n 0'"1 ,,,' 0'"1 "'Z 0" # # G')- l>l>-<" -::IE- ;,::..." - ;;0 n 3 ~. x X N VI ~ " .:>. ", ;;0 0'"1 <.J:) l> 00 Z -< --< ;;0 -<~ ", > N <-- l> > o c: l> _ .' n Sl" o;lO 00 -;;0 V'l N 0'"1 ~ -<" Q) Q) -<' n "" --<"', " ,co zn , 0 - 0'"1.. . -0 CO l> _ ",::t:::IE" ' 0'"1, 0,;0 V>-< z"oo"o 0" 0 o;J;;o::IE;;oZ -.10 1 _, 0'"1 N X 0l>::IE'" N ;,:: c: _ c: n;;o · ;;0.:3 0 G') 0 0'" - fTl~ 00 - N, l> Sl" ;;0 , ::t: 0 .,., ::::: 0 " <-- -i " n NORTH :;:0 l> l> - -I---1-~ 0- -... (.110 - r-f""T1(;") 0""'" . - I r--l> ", ;,:: V> ;,:: V> ,+ ~ -< Z ::t: Z - 00 0 V> " 00 - l> X l> .:>.~' '=' - 0 ;;oV'l;;o 00':>' 1 G') ;,::V> ~"V>:z ~;;O ~ 0'"1 n", v>n n - Ov> G') ",r- l>>:J:G') -< '''''' - fT1 ,.- _ fT1 rr1 ~ rT1 fT1 C r- :z a r- tj'") a"' ~ <.J:) l>Zl> G')",;;O ~ ,~::IE'" . ~. ~~n- " -2 V'l ::t:Z N 0'"1 ", 0 a :3E- --t 00:::: Z 2'-ou 11'-6" 14'-0" =-~~jj ~ a 0 ::J:ol>_ ", --<S6 1'-2/1 8'-0" 1'-0' 7'-0" 1'-2' ~x~ -- . . - l>-< - z",n . ~~~6 2" 18'-4R 2" - N ;;oOl> · - O;;on-< - -"'::t: l> \.P"""". (..oJ -c o~ n o 0- " '-0" c: :J:V>::IE::JII .:>. , ol>"'l> r- ~2:r-1 Z lA V> v>0 r- o 0 _ . V1 1.-/':0 ' > V'l NN '\,,'," j",I:-""'nl _ '. ,'t".1 \' . - I ", \I"~' "', ,('1.... VI m ,', ""', .:>. ' . N--.j~ 0'"1 F$ ......../>0 I~ L~ ;~ lid S I IJO L6 , -.I I J ",_ ~ ~ 1 OJ! "j ,# ,") II (,..0.,1 J ".....,- Ii ~ uJ 00 ;g 0- o 11'1 3 Z :< > . ell 0 0 m ~ g J: ..~ .1 Q"134T4'con'-3"34T428.dgn DATE PLOTTED I 03-0CT-I~~T ~ CD I 0 10m I -n I G> I J: CADD D'-R' > I ! ! , -00 :::0 3'-6" I <0 ~ ~ nz ~ I ::0 r-Q < . j ~ z --. :r> I' - 4" I' -I" I' -I" I : ... ,. ~ co N _ ~ . .{. _I. -. 1 VI ,..~ I . . o -0 --0 ,"", ~:::OfT1 fT1 , , I z < ~, -:;;:>:: , ,C o:r>' --. I I n ..,,::::: 0 -0 >V"l-4::O> ' Ch 8" x =E --. '&. :r> 0 fT1 :J: fT1 0 <.f: /'.- ' , I r- )> - z 0 fT1 0 I - '. N z~ fT1 fT1Vl fT1 ' ~ SLAB x ~ ~ F:- : ~ ., ^I[ , :::0 ~ ~ 6::' I 1 I 1 :::0 :::0 fT1< , n I :r>- Vlco roo1 N g ~ ' ~ v ~ / a ~ ~:: ~ .. ~! l!....!.J -I - - '1 - - .1 e- ' - - - - - -, ^ ON Z.4 ~Vl ,:::0 00 I '- 'fT1 fT1 CVl CO I '!!:, --'0 :::0 :r> '!!::::o 1 :r> I o '-- V ~ < :::oVl _:r> X :D Vl Vl" ~ ~ Vl Vl 0--' z- I > ...., ~ ~ n ~ :::ofT1 C' 1 -0 < :r> '" :r> ,., :r>fT1 '!!: 0 ::2 ' C") - , C") '... -, :r> VI <1' , fT1 ~ ~ fT1 ~ ' ....,z I -< I- .. -., .. -., r1 00 ~ '" ~ --.x Vl 0 ~ ~ C> /. :'\ _ C> ~,.' ': 0;; ;;'j~ I ;; , -0 · Z q: 0 ~ z 'J - ....,Z :::0' n ::0 11 ~ QtIl c=l> _ 0< -:: ~ /I > ~C; n;:;i fT1'!!:=En-o Vl:lE, rf')- ....._ v- ,~ - ., -1 X--Qr- -n1j> N...... '" m dN C")~ -N CD < '" :::oZ _0 -oZ--'Z 0'0'. (\- ~ o U'l I """ I U'l I ~ fT1 0 :r> :J:z"'" fT100:r> - · 4 0 4 ~ --. :r> Z '!!: Z fT1 fT120' fT1 fT1 0 0 > N N ..,. . N N fT1Z 4:r> Vl'!!:Nn :::00:::0 0 _ roo1 I -0 -J 00 ~ 5"2" -J OO'~ . g ~ -co I --.x :r> fT1:::o :r> _ _ _ _ . .,1-_____ ___ -0 I; _ .., c.-, 0fT1:-';::: ---':::0 :D '" - - 0 Z :::0 Z 0'" --. ~ , 0 C Vl l!....!.J I o ^ .d ::0 r-- :!: :to (.I't :z -4 j < Vl fT1:r> :r>fT1 X -o~ 0 ~ ' m V ,(/'I' ZZOn --Vl I --. o --I t/l(,l\ n-4-o0 -4-0 -0 -< ........ C> ::c l>z:'" -<[TI _ \J ... o 5 :;:! :r> 5~ 53 xgJ, -o;:g I fT1 q - ....... --. --. 0 Vl fT1 :r> - -y . ....... --. fT1=E ~ -l Vl-o- co ~=ec Vl.-u :r> oz.--. [ ---- Vl '!!: m C:::OZ 0 --'-Vl non fT1 . . _ :r> -OOVl z ~--'fT1:r> c: :J: ___. 0 X . "" ~.::~ 0 -o:J:<...::;:; en ~ I ~ i o :::00, co :r>coo -,- 1 -1 fT1 r-::o r- 1> _ .....I- fT1 ,nz Oc<:n:r> ""--. / ~ - - --------!- i zZ:::o?" :r>- r- ,I' -0 fT1 :::OZVl )> I ~ FT---- =e~C:::o 0<:nfT1 . \ I~ :r> 0 --. c:r> 0 - - -J' - - - - - - . Vl 'f,g z:::o, 0 ... / I. ~ N ~ 6 ~g~ fT1 ..., '-' '- co - --. (,0) ~ _ --';0 I;; --;-:- ----.. :"' ;.. .-.-. __L ~ ~E ~ i7i )> - ~ ;. '!!:." S ~ -i Z - rei '.... g--' ~ ~ ~ ~o ~~_ ~ · 8'~. ~ ~ w ~ - ------ -- - W li:o~ _ . ~_" :::O.boo < <0 c:::oz < U'l fT1.boo 0 ;0 - 0 n n -oOVl n QI '!!: QI Z ~ . '!!:--. Z -0<--' _ 0 _ 0 0" - , ,0 o-:r> , N < N -i "r'T1 - --I :::ocr-- -.. ~ OJ o :r> Vl Z Z --. fT1 , Z co:::o rT1 _ "" --. :r> Vl n fT1'" ::II! fT1 ,fT1 ,~ --. _ 0 --. ." :D fT1Q1 :::0 :::0,...., oc~ :::0 fT1:r>....... ''"' -<...., --. , > , zz:::O l "" ...... -O~ ,:r> ~ ~ 0- 0 -0 -0 fT1 )> ~:r>n , z ~N coo~c :r>:::o .-- -0 O:J: n fT1--' Z, , 0, =e - :r> <0 ^ fT1 r- :r> fT1 :::0 0 :r><1' '!!:--. , --. :::0:> VI ~ E ~ ~ 0 '... v UNIFORML Y SPACED RUNGS (3 A _.. fT1 := ~ A ~ :r> ~ I' -0" OC MAX :;1 , z < x ~ ~ ~ <:n m ~ ~ oil: oil: :::0 :r> o VI ~ :r> --0- Vl- -:r> ;:;i Q) Q) 0 --. --::-;:::: -<-::-;:::: --. --. - \ ~ - - fT1 -::-;:::: ~-o..., 0.... ~--. iy N N ... -ofT1 - -O:r> L ~ -0 ........., co --. VlO _0 :J: ~ 0 0 c- -0- ~ V./ --. -0 '. "" -0> fT1:r> :::0 m,/ -oVl :r> O ~ 0 - Vl Vl /. :::0--1 , - n fT1 --.0 _ o :r> ~ ( z > ~ C") t--'" ~ V . ~ -l .. -i ~ ~.. I.. \ m ~ -:: t--'" . . ~Vl I . \\1 g~>~~~g ;:;; ~ 1; · ~, , ~t }-- - ,- \' - . - --: - . / "- ill ::Do> /I "" Z ,.. ../ \' o ]0; ~ ~ -:: N 0 4 00 \. , f-' - - - - - -r - <<m ii!i . U'l I ~. .... '.... ~ ~ ITlmO 0 04 "" V V ~ .... '" ,.. ~ VI I I 00 . N N v ,> . h,!(\""_,,. -JOO" .. .., ,~I ~ ~ .~ _., I <II ~I oIl:' \> I ~ l I I ' @ I ~~;= ~ I. "I ~--::. ~ ~~, ~~ ~ ~ 18" I 1'-1" I I/-I"..J' -<~ -0 ~ ~ N,.... '~.. -0 -0 n '. ..., .. fT1, ~ ~I I ;;0 ;;0 N N N r- oil: --. VlCO I (t) '~~ I I ,':r>~::; I ~'I I I I ..t.. ~ c. t;,H -tZ -f ., I oil: oil: oil: """ Q) co -0::: I 20' J"T'lfT1 . --.:r> 0 00 ~ VI - -0--. n I :r>Vl :::0 ~ N oo,fl- X --.--. n--. '!!: ! t>I i" in:J: ~ '!!: --. ~ 0 "" " ~ 0 on '" r..:'i. x 0 ^ 0 ,_ fT1-o c - I' 1- -f 9 -u x l> n I :z .......... l> fT1 ?" V 0;><: I --'-0 :::0 Z .. Vl 0 0 J"T'l 0 I 0""""" c ... I'T1 ':::0 I Z -0 ':::0 I ~:r> -.. -4 ~ a-'l <::> _ I - zoo 3/-6"':::0 ' --. ~' :::0 ~. I o:r> --. . =e ' :r> , , Vl , ~ Vl ..... <It 2'.0. 10" ~ .. m ~ n'!!: co'!!: Vl:r>, ~ > r-- :::00 --4);> 0 -l fT1 Z :r> C 0 --. 0 fT1 <5 :r>- nz fT1:r>0 Z :::o'!!: "" --. nfT1 :::0 > :r>C fT1- :::O::J::::O > r- Z'!!: --.Z:r>fT1_ . n <:n ;:::0:::0 , o fT1 VlC Vl o W n~-oz --.z z -t ,:r>,o ~a<:n ~ ' )> :r> --. :r> --. --. Vl r- :::OfT1--.fT1 ~ -l Z -t/l".. -0 > ~ 0 ~ ~'r- ;<5~ (jj m --.G'\ / 2 -< Vl:> m :J:Z ~ 00 , ,,0 ~~ 1/-6" ~ / ~ ~ 'oj ~ 0 ~- -eo . , j '.J ~ 00 - - ~ Z :::0 fT1 .- -. -J" -\) - - - - - '-':1> We Vl....... ,-.-.-.-,-.-.-,..:_,__'o._.__P, ..,_..,.;.~. ~ _ ~ L I I/~ ~ .- ~ m .- .. "-1>-- .~ - .- -- ---.- ''::;-:'::;-- ::' . ---- f--_.- 1/:: .-.-- '-'---'1- J: . r--i -J., <1' 7 7 ~ -t r::' )> ~. · o )> ~ 4, - ~, - c! Z ~ r- < > .... ,- - - - - -... - - - - ,fl- fil -t I~ fT1 / 'i"" " ~ ~ , [!J m , ~ ~ W d~ I (' ~ g ~ . N _ fT1 ~ 00 :::0 :I> :tIo N N :r>-o Z LN I I ,< o oil: :tIo ,n = V1 VI l>~ ~ fT1 :::0- a> Z Vl aZ > CfT1 - G> Q) z:::o m 0 ~ ..., ~ ;v ;- 13 UNIFORML Y SPACED RUNGS (il A l 5 f:; 8~ ~~ ~ 1'-0" OC MAX -'{ (/'I C") ~ fT1 ::;:; 0 .. --. ~n n fT1 :::oVl (/'IfT1 0 - -- )> rrI-f V1:::O -0 , --. 'Vl --. :r> ,~ fT1 I^ fT1- z:r> 0 o v, . Z OZ ~ =eo ' --.0 ~ .-- ,fT1 fT1 ~ n 0 _Vl 0:::0 :::0 :::0- )> '!!:Vl fT1 :r> fT10 0 ~(/'I o~ = fT1=e ....... --. --.--. Z ;><:> .. .. ~ ,!!:fT1:J:fT1 ~ _ n- ---" fT1 - l> I'TT ';jo .. ::S~ ;0 ~':!.:: ~ :r> fT1~ '!!:fT1 Vl:r> ~ ' I "n :::0. I C X rr\--' n (j) n '!!:-o . fT1 --. I 0 0 0 J"T'l ';)8 ~ ~l; ~ 8 >, ~~.. ~ I ~ --. :iii -'>I' , ^ Vl :r> Z . ' 1""- . 0)> ~ ""'- r- ............ :::x: :::0 Vl ~o l-..! I ~ r :I> ~ Z Z (/'I " ' 'V.... ~ ,.A. , ~ --. (/'I .......:J: ,v \;>, .f' n J"T'l ~ ~~ ~ '\), I ~ ~ , ~ ::J: ~ fT1 ~Q Z I . '\) I :::0 0 J"T'la :r> ' I . - ., ~~ ;:g fT1 fT1 I 6" i SEE NOTE 2 \--- I 8"_ fT1 ,...., , , ----. . ' .., -( ')- , fT1--. --. I ' I + Vl Zo 0 <1'<1' Vl" - 0" ~ "" LN ..... , ~ --. VI:r> co 0 - C I U'l :.u C:-4 fT1 . . -Oct) . -0--. 0 0 -00 , 0 c: -O:r> ~ 0 0 ~::: I 0 ~ ~g ?g fT1 =e --'0 Vlrf')- --. --. :r> ,...., '!!: C c: Vl, n VI Vl ::g--. ;0 --. :r> 0 I< --. --. 0 ~ ~ 00 Z Vl (/'I :::0 ,~. 0 ~ __ ~ fT1 --. 00:::0 :::0 -0 " ~ - c:J::J: . '" I _~ ~ 0 0 o~ " zz ,0 --. - - VI . 0 - Z ~ . o .. Z ~ (.11 n C>fT13:..t-. '" -4 r- :ZX-I - :::0 0 -oZ:-';::: -7-, C Vl VI N n c:: :it l;;.d-rl :;: --. :::0 Z '!!: C J"T'l <:nn~O ~ >~fT1- fT1 Q) <:noo:r> o fT1 fT1O:~x fT1 Z z~ I"" 4" I 21/z" /1'14" ~ 0 --. . -11. _ . +---'-"- ;::: lTYP) Vl ~ 5 ~ ~----'__/ . /-.---------l{.-- 0--0 ~ ~ / "",_ r- ........ .... - - fT1 0 p : ' ,';) .. Z (/~ 1\';) - N- )> .>' -- N I < . :r> OON, t,N- --. 00 ,p ." , C -0 ' ';) ~-o-o ~- , '^ . 0- , Vl-o ~ --.fT1 ~ ~ ~ v- c" , co V . x ~ ' :I> U'l- - N N \'il;tJI '.I. i I:) '.,',''tD! x <3 ~ C - r- fT1 \flt-". ::t ::t> LN m ',",,! ""I -J -0 :::0 ~ "'?" N -J Z <1'- X 0 _ ~ F$ 00 ~ ~ L'l::) lid SI1^IQ/6 0 ~ Q :r> rr1 v_... (/) _ I r- -0 r- -J - , j "', _', , oo:r> , { ~'_ . G-'~ OJ > '- LN" . J I ,,~ --. 00- J"T'l ::!! 0- , 0:( 3 Z , " '. ' > 'I CD I 0 I 0 .. m I -n .1 G> I :c , O.'1341.'conl-3'1341.29.dgn OATE PLOTTED . 03-0CT- 1997 " )> CD 0 0 m ." G) :r CADD D'-RI - ~ , ~ V1 ~ '-'" N - Z . . . . . . 0 O~~N~O~O~~~O~~~~O~O~ ~ ~ O~~O~~ ~~-~O'~ZZO~M ~ ZO~Z M~~~MZ'~O~Z-~~ .. il>1 ~~OMO~~~~C~~ M Z~O~~ _~~ -~ ~~~M~~O~ ~~~ < o ~~~M~-M ~~~~~OM~- ~ Vi M~O_M~X-O~~O~_~M, ~O <5 ~~. ~n -0 O~~< ~ n ~~ Z~Z~ZOO~O~~< ~OZO Z O~ -~M~~O~~~-'M~'Z~~ (/) ZOZ--z -. n-< l>l>f..I') -~ ~ ~Z. ~-~ ~-<Z~O~ ZM . ~ ~ ~. 'MO~~ ~~~ 0, ~~ OO~XOO~~~C -0 _~~~.. nZn~~~n~r 0 A8URDEEN CT 00 CM~-~~O ~~O~O~~~ OJ ~~ ZZZ~O . ~~~~_C,-~~ , Ol> Z~ O~_'~~~'~o O-,OZX ~~ 4_ O-ZOOO. I ~O ~ 2~l> 000 ,Z ~O <Z~ ~~ ~ on~~ ~, ;>< . ~ - 'Z ~M' ~M ~~~O~O M~O' Om ~ ~m ~O~ 0 ~~Zn ,~ ox 0 (/);:0 ~ ~ ~ ~~~z<~~o~c~~ Jl 0 ZO~. ~~~;:2~0- ~ZM~~~ Z I :II ~ - mO o~ x ~-M ~nno~< ~ 000 )> _n _~~m~mmx~~_~_- ~ . Ol> ~ ~~ ~O OZ~~OO~~ ~~~OZ ~ Z X~ ~< ~ C ZOO~OZ Z 0 ~~ -~ -~~ZZO~~~~M~ ~ (7) ,~ Z~ o~z~~~x~<oo~~n M ._ ~ 2l>0 mx~o-~ n_n )> n ~ ~n 10m~ n >~. 0 "ll Z~ f..I')X . -x ~r4m~z O~ "ll 00 ~~ ~~-~~~ ~~oo~o~ rn ~ ~m ~ -_~~ ~ ~ Z~ a~X~~~M~~~~M~Z < ro -- ~_Zm ~zc~n. n N m MO ~z d>l>~~. ~_o~~__m 0 ~ ~ ~~~_~ Cn'Z~~ ~ n ~ ~ 0-0- O~-X o~ ~, ~ )> ~~ ~~ OJo~~ ZO~~<O~- ~ZZ~ ~~ ~- ~ "ll -- - ~mo 1> -0 X~l>>~ <;I),~-< -- ~ ~ ~ j o~ ~~ O. Z~, ~Z~. o~ZX ~~ << ~X ~ Z ZZ ~~O' Xoo -0 t,..-J;o::o- ~~ X~ ~ 0 ~~ O~ ~o~Z~ ~~~~~~~~ ::c O~~ ~ :.>- , < ~ MM~ ~ =eM :.>- m ~~ 0 m-c~m. _~m f../')OO on x Z 0 ~O ~~ <~no O~nM' ~ -< ~o ~ 0 ~::o m-~ ~ mZ ~z - ~-~ ~ ~ ' ~ Z ~ V1, ~.~. ~ 0 ,OZ M 0 ~l> -l> ~OO~l> m ;0 ~~~z - ~Z~ ~ . - )> ~O O~ . Z 0 n~~oz~~ ........ Z~~ ~ -4 ,n ~O O~ ~~ ~~~~~O~N - ~ - OJ 0 ~ ~~ ~ V1 ~Oo'> 0 m ~ Zo ~~~C oZ_~~O~N ~ ~~ ~~~~- - oo~~~nOO '=' M~ Z ~ ~ ~ ~ Z,Z ~~~~ )> o 8' c~~~ ~:'>-O~MO~O Z ~ zn n~M~~ ~oo. ~o-~ ~ Z n -Oz 0 rn o ~4 _O~zn z_~~~xz~ o ~~ O<z~o ~~~ ~~~~ ;U Z c=e Z~n~~ ~ooz ~ ~ ~ n- 0 m~O ZZr4nm~m 0 ~ ~~ ~O:Jc~~ M~~~~~~~ )> C 0 ~-<~vn Ol,zz_ _ '=' o zo X~-~~ :.>-n~.. ~zxu:> w :II ~ 0 m~'n zoZ m -~ n :I! m - NZ ~--~ o~ ~~~(7)N -I < o O~ . ~~- ~~o xX ~ QI" 13414'eonl-3' 134T430. dgr"l DATE PLOTTED I 03 OCT-1997 I 0 , r m I " I G) I I III I. 0 CADD DI-R')> ,. I, "" ~r i" 'N" ("') " -.. I., I CO 0 ~ ...--- ! gj ~ , I.." r 2 ' ii'" >-l>- i ;;0 " ": , R ~ ,. l> ~ :Xl ' 0 I' , ,,'.., N J: 0 ~ (I) .' !::II! . 1 I "''''', ':"'" 0 x 0 ~ :Xl ..... ' . , L'''''''' Z f Y > -l>- J: ~:' ' , , '" ".., '" -' -l>- _, C 0 n CX) : : .., ..'..\. !.u...... 7< 0 0 1 I" '.... I ',' ..".",,' o~ 0 ("') I 'I I -, ::::0 .. -i o X C 20 ' ... I , ,---........ ~ 0 :D z-l>- r- , "! G> Z m oeo 0,,, I' ,! fT1 I ... ;; ;0 ::it m . ,t...)" I I ! .... 10 > l " , ...... , 'I <5 z:Xl" I' , '......~, ! .., , " , I II 0 00 ' Z G>, "......,} " _ + , (/J ~ 1 i' II . , "i I" ,", " I .! . .. I " , ,..-.,{"{.. ',"" ","" ',..'.....,...,...' '.'"..,'.... "\. ". . ' ;;0 ., ,.-'- I, "",'... ... ','" r-, I 0 ] I ,-'- . ...... II "II , .:IE -< 'f', I ' " ':.. I O : I . , , 'j . I I '. ___ -<I ".'..'1'.." ",....,'..,..' '..,.. I ' '. , , 0\. ..,",..,................, " . I ' ~'j:' : "......"." ..,", :: 'I,...", :".,,!,,,,,,.,..,,..'.-"',...\,..',,'..,,,,,.., Vl ' ....,,! o ,"I I, I" '.. 0 I ....,::r. ~ 1" , '" 0, i , I 'I , , _ I ~ \ ' "","",' . I Z , I '....'r.. I " I, ,I ' , I < ", 'j Yi -"-'" ..m ,,"'.., ......-.. i " I" I'~ 'v 0 .. ',.., " ", , I .. ..' " " , I ' . .....,. I ! . , ...,'.. "" I' , I ' I )> ,.;~ f , ......" j. cor- ~ ,-- Jf', ~" .... "",'" Vl " I' I -<_ ~ -- , ,i -- 'I ,~ : I "'.,.","1:..,, -l>- ~ ~~ I ' ' "VI G"l - .--" .~ ~---- ~', ". .,~ " fT1> I VI:J: , o ...-", " 0, r-> I Z" ~ , < " 0, 0 Z ~ ~ m f' ' ~, ' , ',- I , I - VI fT1 I I \ ,n fT1 I > o ~~; 'I '" Z Vl fT1, ,'. ,fT1:::::;1 I :E~ ,....,...., ; " I, ri 0 0 ::u I I" -u "'..,..~ " , , ' ;;0 . ,0 0 j \. I ::u !2 ...,..' , ",' 'J\' 'I , - . 'I I " n ., ,- ~; ," ,[' fT1 - ,. ..", ,< . ~ , fT1, _ ,. 'VI -t -r--'N' , ' I Z '. I I -0, ; r" '" , U1 I m , ~ , <n , , -< ,', .. ' ,. I _ ... I I ; 1 l' ~, 0 I 0- ~' /' 1-: :~. .' "~I::::c ~ t' ; . " f r z ~! , " T" >~ ' , ' , 'VI, ' , " :. > -< I, r -< "f Vl I, ". ,,' ,,1_ I. ' " 0 fT1 , 'fT1 \ 0, ",,' f _ ' . " I '''<-:!:'' .. ":." - I f.' V' . " - , > -u ':....'..' - , ';,' I' i . no I I l> - ~,",.' ~ ,. I \': + ' ,...' , , 'I fT1;o" VI'.... , ' " . I I ' '.', " .. , , , ,.. '_~"M'..~_'~_~_~-"-'-" , ,z >" ~,.. I, .' "I. I ," , , -<;;0" Z ,..- " , , , """, N" . " .' ", , , I -< -< " 3 ...... "',' V'1 I 1 , , j , ..~~__~.... :D ,...,.... I I t Ion t t rn o..,,~ ~ -- . ,'" _. ......;...'.... .....: (I ~ (,)m -',' I 0 I 0"'- "'_ ,..,.. ..,""'" I , < ~,:"", ' , fT1 z' - "'-::--.' "', .. - . ' ".,,,,,, , .'..,........,"'.. N " V5 ''1''': ' 0 n '" ,:z ' , .. -- ~ " .' _ . _ -.. / ' ':; I' ' . . 1 ~~" r-rt.. - ' , ", . , ' I " . '"'' V'~ I'" .. ......,..,. ' , . o , " I , fT1 fT1 'I -....,...... ~ ' " , . :...' "'<'"v,.."'" ,.......' , '-..., ,'. . I' ," , z) , '8'. 8 .- &' -< I , "'"" 04"'[, ~ -""" .'.'" , ' ....,.., , "...."..1....' I..'." ", l' ' (J) 10+00 " --- - --r--4--T- OfT1' 1-rI ,'v, Ro '''"''', ..', ,. ~ .' r:..... " . I ~ . ;'. z - - :'", , .-'V' , " , ......"', 4 ''''~:",<,'' ", " .. .. .... ", , ", ,,), I > ... , , '.L CO" 10 ' " ~, 'V. 0 ,"--^'*"-",,,,,,,,_ ..,.., ..' ,.. ..,.. 1 " . ''', " , -u , , :J: > , " '. ____..... 'I '.. ..,....,....'..' 1 '.'" .1' , > , , ,'::II!;;o " '. , ^>+'......., 1 rf' ',.,....-- , ,. -< :;:l;J I........ ' .-'",*, ' ~. 1 , 1-"- .' " \ 1 -', l:z '. " ~ " . i \ 't",~ ,__.., , ~ I I \. _ f'T1 I '. .~':..., I .,.,...... I ' . : '. ,. _ ___ . - , I -. . '"., I -<;;0' \-4 , ''''ii . . \, " '~1 'n: I ! ' -<" r-rt ..;, '. ,,"., fT1CD- fT1,"- " ~~.., ,>.' ... ."-1 ...... '. . ............ . ~ ", I , I -', :::0," :.. ' , . ~ G"l;;O:!: I '-- ',,, ,~t, ' " , ^' \ ".. . , :J: <- fT1 ::u -u " ." . ~ , , o :-.. ~ I' Vl :'. ...J " ,"" ..,.... """ . " ",'. ::II! > -0 : n " '''' fT1: :0 'Wo:.. I I 0' I' rT"'I 10 ". .t>l ". -< ~ 0 ........ ~ ' I:: . . .~... --t : 1 ,,". " . "" ., .'.~ I ' .. _ ,,' '.. _' )> I' -, I I .'.... "'... , , , ' "7<" ;0 > , ," , , ~."", '.. " ...., ,. I : '; ". " ---4 0 :.::0 ):> -< ' :;,' :t ',,::. - i , I 'I I "..".... "" '. .. , _ 0 ~ I ""',. ~ ','" 0 ' ~ ....' . - -..- ..'. V" ' I :'. II~ I,....... :~. . ::: " '. ., . .~ --t n 1> c- n , : ; U j : 0: I I , . I' " - 1- . ...." " . -;;0 0 > 0 -"- "1 I .,.. , )> N i..' , :z . ,~ ';;0 . , - ::u 00 n:z I , ", "", ".,"'".. J I (J1 : , I I J I .. :"" ',0 ~ <:> :z V1 lT1 n ,; .. l I " '." : 'I.... I t - I I .2E i l> Vl z:::o :,: I . . :IJ, > -1-', I ~ ' , I Nil .'...., 0 __ ~-<fT1 I, ' '.... A 0 C!, C ...,,, '...:..., I . " i' ' " \ _ z -<': I . C'", I , < G"l, I ' .. ,.', ':E!.., \ n N G> -< fT1 I' , ,'i:, m , " '. fT1' ',,'" i' " " " .. ,,' . r- + ,,~, 0 , " ,.::"", 0, ::u I I " " '.. " , i 0 ...... , , ','" ~, I' , , ,~ Vl , 'i I 1'1 I, ..,:. I _;. ...,. ; 1.~... _'~ > fJ. 0 .C," \ ".-----'c---- ~,~!, " '-'-"' : ,,,,c' ~ :/j , I ~'I' I, . 0 I ..", ," .'..,,',.. :Xi' Q, I V"'' \Sf" n : ' : ~ ! _:..... r ., .. \\<i' :" \:. , o 0 30' , 'I" , ',.. .', , " . '...,... , ,."..J < Vl -.. .,.. - 00 j ~ I !. /1:' ."... ,_ e'l '. l ~': ,..J'." :'. 10;. ;-..... . ''''.." m V'l 4--.. .1........- . :: I . ~::'~r"'" I l ::~. : ........ o ", "" ",.. _. '..' I ,::II! C. ',j' , I . , . .' " ,,',,1' '" . ;;',.(: ..~} _" , ._' ~ .', ' . z I ..,,~..,,' ,i\ -< In gj " I -'M_~..ll''''''''~ , , . _, ' I" ' .." ". . ,.,.., _...._ - ",' '..' G"l t' ....' __ ,C'!J VI;;;; " ;: ' , .i.. ___.' ...' , ii, ,/ ,," /.:l"':-> , ,_' ," ~ ~ , ~.:::::. ....' , : ;;8 z : I SUNSET:!:' . ' ..L "'/"/5+0' 0 .. : ' .,,- ~i;',"'~-"",'"" ."""", : -tm .4 "i....-"""" I -< ~, ' ;; I ' I' ",."':.., -:-' -" ,~~.. I -n '-"" :' I .....' : ,:.,. " ~ -- "0;;0 0 , I STREET,,', ""', ....,,'" I :..,..'...., ",," ' e:::; '- , ~ o. , " , ......' . .", ,,,," . 00 .......... "r I -. ", '..,. ..... '...."", r" ,. ...__ !2)>)>offi:om if' ,:>, : -I -~ n -+- \:'", , . I ,'," ....'" ",..'1" : !.,..' ': : '. ~ ~ ~ 0 )> ~ ~ ' G=i N:::": > , _~,,;.LL1""'"-- ,"", '....,..'.. ..,..'.." ..........',' ". m :Xi :ll ~ Q;;o: '...... z VI 'I ~", '....., ", ..", ; ..,..,....' " ...." ," I " ,;"" i' ,i I ,. 00;><: , 'N + <n _ " , " ....... ",'...... ........ ,..,..' I " ' <<~ "... ~ IOU) Z ',' !!', ~" ......." . :"" , ..'..,.... ,..,.., i ..' ," ..",,"',,; '......", , , mma 0 :,~ ~ --------- -,;;------" c:~ N <n (' 'I !!I," "'- ......." , ' 1', ..........' '..,..'..' I '"..,.....,''1'".. ,.,M'--i" 00 "", ~ v~ --'.'~:::::'b.o " , '~:i' ',......~...,_ ,/: ..:..,......, "'..,..;'..' ..',..,...., _: !!, '.-... ;, .'{... ";0'0 B~ r.....,.,,,, C, <rl --- ",. , '."',,' """ ......_,~,..,.. , _r"" ",....' ,...., ,..,...' , , ii .~ "',f..:,' >c I ~>'- ,', ,~"", I ", ,....~- ~ .;,'/'..,.., ...." ..',.... I' I'" ,.'L"", zz '()t ,- ; ~ I I _'- f: I , " _.~ . . ,......... .' . ... ..;. . .." ...~ ,., . ,.' ", . i;;: .~~', , ~ , C> ..., '.. J ,...., "....-, .' ..""" ~' .... .... '... , " ~. ~ , ".:I . ..,~.,., , , 0 ,n.." , I ,', , "o' :.., .." ," ....' ", , " ". "'. .;;o:!: > ' "' ""r ~lil ~ ;,A " 45" , ,I I' "./ '.<,.....,..,' ....,.."': I ; . ",,1/" ,; "~ __ ' .. . , ..,"j.,.' I " I ' ,.."...., ' ....' I . ,,__ , ..,,' ..(:"':" ,:r " : VI ~, J -~; H ". - - - - - - - - - -. - - ,:~,- - " >1> 1 ' I . , ...' :,.."....... "''', .. , ,.. > '> ____~ , .. i I ~...." ,- -.. -,-, - - - . .. \. . ,..,.. ,," "'I ' " \, r I--> I ~ .! I 'I,''' ," I I:' '" ' ' , . -' "";:...,, ' ;...... ..' <:, " " " '," ,,;i>_ 0 "J I ,'..) : I ,'i': ..., 'i: i :;'...:. / :: -r;:::: /:, :, ''', _ _ [ I I.~....;.. , . I - -.- - - - - - - - - - - - I : I \ ' I:'" ' " M '. - . - - - - - - - - - .. - . '\, " ,., - .. r - -.. . - - - - " ....' "..' , .... - I :. ~ ..... I "', ! ,..:t" ,,,ll '~..", ".,.:.,.",..!...L2.5,tQ.Q z> ~ !:' I, .', ': ': ..: .~. 'I" loll '. I ,,"', , ...., , "" - "" I...,. I 0 --<I .: t : I' 1 $ ": 1 ..:.......': i I I \ "' I : '! ~. . ~ : : t I ~ I ~,~ I _ ',' <.t1-J ':; 1 I I i! j .. C.,) ----- - . '. .. : '.11 .~. .._.........,..~ .J - - - .., - f- - - - - '. - - - - ;... - - - " ~ - . -;; n ':' . I : ' I, '. ; , ,', ,..,......,..........'......, ! J...-: r".. ..'10..... ,---,"'" : ,; , I " , _ " '......... ; v." r --, I . , :;. 'I ......::; '. .... I '~ ,,' I , . l _z ' ,., 'I' :' " _ ': , '. ~ I' "~ ri .."""''''!,, " I ' := ,',' ~ ' .' ", ....', , - ;;0 ,.","": , !!' ,I 0 7 ... , CI . " ,....",,," ....' - .... ..., , I . I z r ,.. ~"", :J: I I I,' ! :E ! ' :'~', ." .........., ::t: 'G"l,- ,","~' ; ::II!", " , i I " .. ','.."... ".... /~':J:, :\lI! I z ""......" 5+00 . -< , I ' ' .' n , . .. - .. .. ?'::II! -< fT1 ',I''', '. ,,;0 ........ / ,"', ' , -< ' ' ...,,> -- ' -,.' " "fT1 j''' ,...' ...... ), " - I .......,,,,, \. !,. .' ,. fT1, ".._, ", 1 - , . .......'.. fT1 . -- ! : " ! ;;?'I;: , i Vl '::II!' "" \ >'" , , 0> n ::::c ' , t ',- fT1 ,M ;P'" ,,",..,'..', . Vl ' ,i , . n ' ' - > ~, "', ',> VI ! " '... <;:r' -<, I ",. 0 , I ~ r- -<.\ ... - -, , - VI -< ',.."j' CD!" " . . C l--.w__ m "., 'J ,-< CD ,... , 0 I I! 1 ;;0 , ,,"" " " .. j I" CO 0 C 1 . . --I : ('....\ . '. :D _.' , "0 . C', ! Z '," : ' '~,...vf S; > ,"'''''' "''''r, ' I - C i Z I ,/' , 0, I " \. , , ',. g ~ ~ ,'",.~ ,L' :: ~ ,~ i 'I'"..,.,','" ::u ~ n'" ~ " '; ; :j: ", .._,_" : z 0 ..."., _ n . ... 0 0 f ' " '" ! I )> "')' ~- 0 " 1 - Z I . . .~~) ... -<V) ',." ',k, n" Z I ..." - n' .,' Iyr-..~ijl..,..'..''', . (j) ~ c:: .'... ,0 , in, ___ ',"I I -. 1 ',' I" ("j o , :z _ '.' I . _. \ ." '. Oz.., ~ ... l I ......-.' :.,d , I 'z.;:. , " z..-l , ^ '..' ", '" " , :J: (j) -, '" , ,,'. " -: . VI ,;, ' ::II! ~)> m ,,", ',,' z 2i ' 1 -< -t Z -~ '" <n N', , )> --',.j I...... l' I _I ~ r V) ,." " , ~ i (j) m -4 "-,,.' /5+00-1-:~ : J.. VI .... -< .... -< >:J: '" ...".'. ,. , CD :Z::ll! m - ~/ 'I 0 0-< ~ 0 :z/.f" " , C _ ~~ I I z VI .., ~ 0 ~..... 'gj, , 0 ~ n !:Jl Z -rI eo', I n =~ J.-'V ., 'N ' 0 0-< (j) ~ gj :~ ' ___L .....' ~ 3;j ..... )> C I"..." ,',... ", , ~ Z r "...... '" l (i")- ;!! r 1-4 ,,x I z :c _ I. <..oJ ' "., =l ~ <> ';<7' " I ~ )> l:z I, · . -t , ' 'I I - 'i Z _I- """, . rM - .t:..... (, . ~ ,': T ~ (j) " . )> '.. ' I I " : . i I ; I )> " I z :' i I ... I;) ,I , (II ~ ... ::: ! S; ,i>, I ~ ~':t~,,_ ~ ..., 1fT1 '-+- ''',', v,o ;;0 , , " --'< fT1 _ _ '-....! " "^ .." ~o '- 'I '.' I -101 , '. , ~n '".. . - . . ~ I ~ 'I " ,,' o I .' I I Vl . I ...io ..: - ::II!n ':-TVI" .,,~, -- ~- .......... tll. ,.- --I l:z I "" .' r- ....~.. "", .....'.. :\lI!O ,,':, Vi ,~'- n" : : ~ ' I "...)" :;:0- I" I I ~:' fT1 0 " " I Vl ,. m~ I .. . ;;;JIlC l>> I I " I I I _ ...(: z~ -I-: : '-,- : ..!.. 130+00 r;:---:;7 -1-4 I I NVl I l' I>.,."; ..., -< 1 I , '" ;;0. . . I,. _I)" !: U) n -{ I (' ~o I .. I IN:). ~ ... I I .." " -I> ", I _ ,.- ~ I 1 I !. " 'I' (' Ul 1 1 . ~ : I ",.. JT1 . V1 ! ,.. , , - i · I Vl ,- fT"I I I ~ N. 0 \. :;:0 I 1- '-bo ".:' 0> , 0 I .. , - . ~. - IVl . VI " it .0 c ~ ..-i...... :. ::z . . I i" G"lz ',.. (' 'w I > ..., '~ I' :f I '8" \( " : n -.1- --i ,,\. 1> : 1.1'" J( ,VI I', 1- .~ Z I <n I' .'.. O : "VI!' 'I~ ~) , fT1 > I ", Z" ! I nrt1 I U1 : ~..., VI-< , fT1:::::;1 I 8 ,,)' ~~ : ~,- ~.. ,.' fT1" -< ~ ' -A - ~ ~ : :; i r;~t;f;~:'; -< I"""", ." I ~ i <., (:>{'J ;' -0 I ';. ,..... '.. r 1 <', ."" i > CD ;' ;"..' :', :z r- (I) ..')" "y . ': VI > -l>- :I: ';.- I', ," :'--:, Q~ 0 z , _. ;', !" ',-', ~ X ".. ~ 0 ___________ . ..---" ,: ';' -l>-, 0 ' ,.., oeo ~ , , :t ~ · "~ ________ (~:'f':",:i fT1;;o .. "0 I :::E I ;"'; ! '. I ".... . ':..( I :'" '~ I V'l ' - . 0 I q , I , ::,""""""",,,.,,,,:..,,,,,,,,,, ,,,,,,.,,,,,,, .....""",.. "".'"..".",,, ."" ,'''' I" ",. ,."",'.,.."....".. ("') . a 1 ~ 8 ~ z ' \'O:[!I 'I, "I:" ';i'.'01 ' )> I II> _' J i' -'. J;\ ... >-l>-.....(I)... '!\\-l' 11,_,. - n 00 .J1'::a '.1". '. '; . , <..oJm 7<0.. :I::aO .. I ;;$ ~ ~ ~ .~; ? ~ c E; i . Lip:] Hd S IlJO L6 o ;;0 0 ~ I ~., .. ' "I "' - :1;00 -0 ______ I ';1 'J' !I':;J :z I '._, ., tI ~ Z I , . 0 ~ I I ." I Q I z I I 0 I 0 .A. m > III iii. ~ ". l a."3474'conl-3'1341431 d , g~ DATE PLOTTED 0 D3-0CT-1991 CADD DI-RI:I> I III I ~ 0 I 0 ", m I ~ I Q I ~ :II f'0 - Z m . . 0 " < ~~~o~n ~ ~ ' . O~~~O~ ~ ~ o~~ O~ _"",no~ X .. ~om ........,.,,::.,l> m _ n;om fT1 ::0 Z fT1..,., 3: OJ -0 n "" -a-xc c l>r-}> """'::::OV1 V>]><T\nnr- 3: 0]>::0 ~fT1-o I fT1 r- u> ]> r- "" n fT1 r- ;C fT1 i r- 003:<-< --< ""'fT1..,., r-p('} r fT1]>']>]> ::0 ~c::>c: -~ ' n z: --4 --t --0 r'1 r- r- z: ." -40 -imr- Z r- r- -- V>fT10]> 0 -< zo ~ OJV>fT1::O 0::C: " 0]> ]>oIl ~m ~ -4 , n]>fT1]>]>o ::E ~ _ ""r-oz--< _ ~ 0 o ~ ~.~ ~r~omo 0 ^"~ 0." z . " ,: - ~ ~ ~"' " '" ~ > _ ,,,. n rOo~-n ~ ' . " ,.'" r- CT1 ]> ::0 ]> "" --< ~ '/fJ;~ z '" >= nor ~ ,,~'>""> / 0.,0. ~ ~" '. 0 I"T1 ~ j; Vi ~~. ;::: -0::::: ~$'~:'~ ""~'~~~' , .. Vl -i v' --<CT1-Z""'r- _ 0 ,e, lo" '" :I> ' 0 l> - CT1 '0 r- ::0 -0]> .",~( j-'" . ~ . ~ r~m~ m r '". ' . ~ ~~ r ~ 0 -~ ~m~;' ' , . " ~_ m _ . ~~~~ ~ 0 ~ " o ~". r m ~ m ~ r C ~ ' . < ~ OJ fT1 ::0 -0 '::0 -< ::0 ::0 r- --< fT1 ' I m '" ~~ - m -0 ~ z ~. " 0 0 -~ r> ~ o~~o - n , ," o ]> ,^ ::OCT1r- CT1 O::c: r) fT1 _ r- LH"" fT1 .. 0 m ../" ~ " I ~ iE:<'n:;Jn 0 :;:: / z J: v~ 0 g Z~~;::?O :> 0 ~ 3 ~ o - -~~~q ~ ~ m < z z _ ]>. fT1 1 ~ V 0 0--<0 F --< Vl""'VI', - C--tV1, m f'T1 om ;o~t . ~,,86~ ~ S ~m "" ~ o no Zn ~ - ~~ ,{. ,~ _ ~ ~o ~ ~""'b~~ ~ ~;)~ \~~;. ~~" m' ' ,>~ N -0 ~ ~ mn " ~ ~",~<\,o 00 r- ::0 <.0 r- ]> ~ J........ . " N~"'.1 _ r- V'l ]> 0 f'0 OJ ..,., " ~ . .,.eb' I '- ()Q ::0 - fT1 ~ P Vl Vl"'" .."" 0 - 0 0;:;:1' 00 fT1]> _ . ~OJ3:fT1c::> '0]> fT1a r:::::; , VlfT1~::O. Z~ 1/2 II-OIIJ ~ z ...... fT1 -0 X - --< ..,., 0 0 "'\ PE 0 ~ 00 ::0 ~n3:::C:- z'" MIN --<::0 ]>c:]>z V> m~" ~<~zm ' < ~ _ ~ _r -fT1 OJ fT1--<0~-< ' ~ fT1 fT1N ' t.l ::0 r- ~ o~ · I _ ~z. '0 mom Vl ~ 6" "IN F R ~ r =< S - M 0 PIPE 24" AND LESS IN DIA ~ ;; .~ ~ 9" MIN fOR PIPE 27" AND LARGER . ~ 0 . ' ~ ' fT1 ' _ VI N - Z . . 0 - "'~-~ " ' fT1 fT1 Z > VI 6" "I N - rrl",V1Z.. M,_ o ~~~: nYPI II ::0 0,.."r-Z :I> n]>c::> ~ Vol ~---1 t.N f'0 - Z ~::c: Z ""~0 . ., Vl ~ -0 0 > o~~ o nz"; ~ . ~~o- zz~ ~ ~ ~c ~Om ~ ~ < ~ ----.N----'---- ,,>~z oo~ ~ ~ m", n~~ > -.o~ ~ _ _ . -- ----------------. _x_=< zc x .. z.. " . r --r n _ < .'-" N' Z - ~ ..~~ . _ o~ rn '" ~-- onn ~ 0- -~~ A ~ ~ ~~VI ~ -i ::0 / j;~~~ o~= ~ ;:;:1~ :=j;~ < --I --I~ ~ l> n --< r- V>fT1Z ~~ m ~ ~ r ~ m~~o -~n ~ N Z~ o zo .. ~ 0 ~- ~ m_ ~.. -- o O~r '" r ~ _NOn <<~ m \ zn > ~ 0 ~ 0 ,I ~ ~ I" ~"" '" m" "'...... ~ITIAL BACKFILL ~ ": ~ ;:: ~~fT1 -:: l> ~ 3'-0" MIN 2'-0. ,- ]>~o;::: ~;:::::c: r (SEE NOTE 3) l ",,\\ <3 . ~ ~ _ , ~ ~ m r n ~ ~,. z ~ .,; C'"z "" I '" VARIES . ~~~ g~o '" ~' ~~- V> m ~ _~ '" '0 ~ ,~~ ~~m ": "'. o . n08 _ 0 / " c' 0> ]>]>0 ::c: I, ..- I Vl 0 0 ~ I '\ Z co r- 0 x ::0 --< ~/, /XC"', /, - I _ Z n r- --< ~,-< ., /' o ~ ~ n __~_+____ ~nm ~~' ~ Y'''> ~ op~ ' "; -- ----------- ~ zg~~ 6"~ '" n "",:\ ~~"~"" · I m ~~z" Z '" ~ ~~~ 0 ~ ~ '" ,-.., ::c:V>~ \_ 0 rT't 131 ..~<fT100V>0fT1 r- ~~/ I' I ~V>'" 0'0 '" ]>- V'l-O ^P' " ~_ _ ~ n~~~ .o~ ~ ", ' !2:1>:I>OOO ..,.,::E V'l ~ -i ~ 0 fT1::C: O"'fT1]> c:0 ::0 ,0, .. um ..- ." - ~ ~, ' ~ H m >. 0 n ~ ,~ )> '!i 00' <;J ~ ~ ~ m ,/:. I mp~', .,~z q ~~" ~ ~'i\m ~ '" ~ 1/ V> ' Om_. . ~ r - n~~~ x 0 ~ . m ' ~ ~ 0 0 <3 ~ 0 ~ ---I ~ ~ ~ ~~~ fT1 0 / ' fT1 5<1' "'l; " - ----- ---- ,---------.- r> ~ 6~?m:;;;'" 0 ~ ." i " ~i~IO~~~ ~ i0 ~ 'r <:; =~p;;: ol;~ ~ ~,,'J " ' "'~! ~G'>.,.,:>:I ~_ N 8 00--0]>--< ~oa fT1 1 ~ - A - I l~, ~~. ~ ... ~ "'<it:"! ~,,~ g ~ 6;<1" ,t~,-c' ~ ' , M , ~ ~ ~ ~ ~ ~ ~ ~ ~ m '" .,.-, ~ i M.' ~.. r ~ ~ .'" . .. ," < ~ - ~~ ,<,' I j 0' ~~gj]> ~~fT1 ~ ~ ~-o ~o~t, ' ~""" , ,~~~~ ..~r.. ~m '" ", I . o=<"'~ ;<~'" ;;; :>;; k>:0;?>" 0 0 ..,., ...........~~~ : . ~ ~..~ r ~ 0 ~ n ' m _ ~ m r" _ ~ ,c ~~~ . on z ~ fT1]>OZ <.0]>]> . 0]> " -0 --< X / ' ~ ::0 Vl r- Q 00 Z Z ~ --< 6 ~ m - I' -0" J ~ I _ ~ --<]> . c: Z ~ :~ -0 ::0 OJ _ I , , '" 3:3:-<z V'lr- 00 "IN fT1 r- I ':lei{ , ::; 3: 0 ()Q ]> ~ I~ :: fT1 MIN I 'iJ J~;::,1 fT1 0 ~.. -0 ::0 Z 0 " 2.. ::o""x ]> fT1 ::0' I ~ ~ .,4. ~ <.0 --< ..,., Vl ]> ]> ooc:- Z ]> Z V>c::> -o --<z ~ . zOi' ~ I' V'l fT1 ~,- , m 0 ~. . ~' 1 o ~ I. -'~ ~D ! . 0 '^ o - z ~ ,~~, ' ~ -, ~~>'~~ ' c )> "' > c I ~ 16l'!' ~ Z -L'\~~l Z r - ,~. f'0 - Z ..... ....'" . . 0 ~ m '" --<;;;::]>""'3:0 3: --< Z -< O>Vl::O]>]>]> fT1 OJ"'" V> --< --< 0 --<::0 X VI ]> 0 fT1 m om~Nmm _ .. n~~' Z 5' 0" fT1 ::0 fT1 ::0"'" 3: "" ~ 0 . - _. ~;; ~ z;; ~ :;;; ,AREfULL Y PLACED BAC" IL ~ e\ 'G "" ffi 0 fT1r-<.O 3: r-r- r-3:m' ~ ~ ~,. ":" ~ ~ ISEE NOTE 2'" r "" . Z nZ ~~~ e\ z~ o '^ - - -.... ~o ~~r Z -:z:~ 1 , VI ~-~~ n .. :I> C OJV>fT1]>""'o::C: ,,' 0::; :II ]>::C:r-r- fT1 ~ ~ o n ~~" ~ 0 ~ 0 ~ ;><r-n ::0 ~ =l ~ ..,.,r---<]>oco 0 ~"" ~~ ~ ! m ~ - z ~ ~ ~ '.. ~ o )> r- OJ OJ 0 n::C: ." ., ~ rm~ Ox H.~~'& ./ _ c Z ~ nnm~ " ~ Y'." ~-.., , jl! . IS '" ~ l' 5' " ,. 'il" ~ '" F'-' '-~ '~~'" : ~ rn ~ ~m-~-r - n ,'.' '- " . '^ ' ~ ~ ~ ~or~~ ~ ~ ,'" ,- \: VI n ~ c O! ~ r S' ~ m r ' ,-; , . ~)> ~ ~~~m~~" {. . . ~ ~ m r m ~ 0 ~ I" c '" "// I Z r . ~~ Or ~ - .. o ~ ~..z ~ m ~ . ,_ ozmo _ Z , ~, :I> 'n ~ ::ofT1 VlfT1 0 Q -"1 \1 ,.." z m ~ m / ' 0" V1 0 ~~ .r~ n ~ z 1 (J,I I ]>c: ]>~O ,0 :l: - fT1 ~OJr-::Oz ~ ::0 ' ~ i/ -- N g z~~nm ~ ~ " m- ~ <n z z:=;;\<;JC; '" ~,,- - I' Q 0 (i') --< ::0 --< ~ VI --0' ~. \ ~ o"'~;!~ g ~ ~';;"~' ~ I m ]>fT1---1]> < --< 0fT1 '. ' Z OOOZ~ -0 ~ P " ~ 0 r - ~O . ..,.,..,.,00~fT1 c: Oz ~fT1 ' ' ~" ~OV'lN 0 VI 00" I' := ::0 ()Q. · - f'0 ::; 2 'V /// /? ...........~ _ ..n V;:OiEgg" ~ii'i ~NO~ ~ J ~~ ~ ~ OJ X 0 VI]> · 0 ]> ::0 I' 0" .- --< Vl fT1 ~ ]> fT1 Vi ---I --< Z fT1 - r--< -ox~zx ~fT1 fT1r---<0 Vl ~o ~o]>;::n~ ~fT1 ~g~::E ~ MIN ..,., ~ ]>V> 0 ::0 n, ..,., < 0 3: < Rl r- ,.." --< ::0 fT1 ~~ ~~,..,,]>~ ::0"" m 0 fT1 fT1 ~ --< fT1 c: fT1 fT1 fT1 -0 ,..,,~ o~~'--<o Vl x:z:o ~ "" ]> ~ ::; fT1 fT1 n n --0 ~::o 0 ]>::c:..,., fT1 ~o ~. ~ < r- :z: ~ . ]> ::E ]> --<---I --<~---1 ,..,,-< m--< :>:I. 0::C: <D n fT1~ -00 --<::E 0]> ~ ~n~ ~~ ~ ~o~ :21'1 ~ o~c ~ . .. ~~~" s~z -~ ~ ~-zc ~~n z~ ~ Oo~ ~n~ -m ~~ M ~~ Zn _ >" n ~ ~ C;' ~- c: 0 zz ..,., ZV1=S:OO - V1 CO- n ]> --0 fT1 <.A fT1 ]> 0 ::c: ;:: ]> 0 6" fT1 n ]> fT1no ~ ""--< ~ ~ ~- ::o~z BEDDiNG Z ;:::~ 8~0 SEE NOTE 3 ~ r-v> c: 3: c: -fT1]> ..,., ::0]>--<" - ------1 3: 0 mom I ~ ~t.N f'0 _ Z ;;;::::c:::o I . . .. 0 _ rrt_ -l :z Zl> I Vl-oV'V>V>3:0 fT1 V> ~ r- ,L '/7 . "'~~~o~o ~ ~ .,,~, o ,..o~~-~~.. ~'% <nr-1fTl-o -i -i r- I V>::::~r-::o]> -< -< r- · ~ ,/ //\ \),,-11 -_0 -0 -0 l> <" W mm-oZ~~ ~ m ~ ' , fT1 n fT1fT1 r-- ~ ~ ^' ~ ~ !- o ~ <.0 '0 --< 0 f'0 - 0 O>r~ ,'<-:;: , o ~. n~~z z =,.. ... ' ~ ~ ..,., fT1~ ~ Z nOJoo --<]> --< ' ~ ~m~'!io~z ~/ --<0 ]>c: 0 -0 . _ ~ _ 5~)g n" ~ ~ ~ ~ " -"~ f'0 --< Z zz~;:;:1::03:0 0 ' "'..' > " ~ n r 0 - -.. =' ,. ' , ~ ~ '" OJzr- ~, . . ~ r ~ ~~- ~- 0 ., - Z VI 0 O::C:Zbc::>3:Vl ()Q 0]> ~ ' ~ Z 0 fT1::OfT1 OC:-< C:::c: a ., o rT't -0 z--<]>~3:;;;:: v>;:;:1]>"'" , ,., --< 0 ::c: Z OJ ::E <.0 c: 0 Vl -i 0 fT1r-fT1--<000 V'l ::Oz 3: c: ~ " o l> ::0 ""'0 r-.""'r- 0 ()Q ~O Z Z ]> -00 V> ::0 -::c: '0 " I 1-041 .--. Z l> < fT1 :I: u:> V1 fTl ~ l> a m....- ~ ~ --< fT1 Vl]> ]> V'l I <.0 ::E ~]> c:: --< 0 0 0 I .' , ~ fT1 ::0 c: "" V'l ~ Z ~ ...... '" -. 0 . Z ~o..,,--<zO"'_ ()Q ~o 3: 'J Vol " (/O_n- :z:: ~:z n ::c: Z~r-~::c:j;fT1 3: 0 8 'jJ , :l Vl ~ Ozr-fT1. x - r- 3: 1 t.N I Z ""'::ON ]>~u> -0 -I >fT1 _ VJ ~ V> 0 0 ~ Z ~ V'l ~ ~ ~ ' " . V> X o _.- a a ]> ~ R ~ 3: '0 3: ()Q ()Q ()Q ~ (~" , " . ' ::0 ~ r- ., fT1r- V> . ' . fT1< r- r- O~::E VI ~ ~,." 0]> ]> Vl O::lEz. ~ ~ c:r-3: ,I . C:--< __ := ~ g~~ "" ~ zo- " .. 0-- 0;;;:: -o::o~::o '~<.O r- "., noO <:>:10 OJ --<fT1 ~ 0 0 OVlO fT1 fT1Z Z 0 ~Vl-<"'" 9 ~ ::E c: 3:,.."r- ::? ::0 0 _ N _ r ~ "'" m - - ~ - ~ r ~ h .. ~ ) r- Vl ~~::o ::0 ::0]>-< '" "'- ~ ~ . fT1]>v> 3: ;;;:: fT1 n OJ ~ ;:: r- Z I- _ Oz Vl r- r- V> ;c --< -0 fT1 << /;l ~ r- fT1 ]> N--<---1 .. ~"., fT1r-O Z t.N _ --< 0 ;;;:: 0 0 Z '0 ]> 0 ,"N N ]>z 0 0 fT1 --< n~ ,,,,",,, 0 / ..,., Vl fT1 0 Vl ::0 ::0 V> OJ fT1 Z I Z ' ~_ F Y'~~ <.0 - 800" ,/ ~ r- oor- V'l 0 0 I I Z . . '" 0 - ' o 0 V> ()Q Z , ':I> V'l-I-NN 'fir, n 0 , Vol::;; fT1 \"ul.1/i'I"I"nl r-p , ,I ',,= '" '" ~ ",- . "i'''' ~n~(I--------I. !'is _ ~ Vl <T\- fT10fT10 [1/ :c. I'd 0 3: fT1 ..' '- 5'" 5/ IJO L6 S -0 fT1 IB- "~ "- ---I ~_ ::o~~::o ' fT1 l'" . fT1 --< Z Vl I::::: o L. .' "!' 3:~~~ .- Vol . l t U 0,/ M 0 3: 0 ,-0 ~_ .., zzc~ r ;!Z () ~ --<3: ,,~9 z ~ , . " . ,. ',,' :I> I I '. , III I . 0 0 -. m I ~ I . I . Q ~ Q"'3414'eonl-3"341432.dgn DATE PLOTTED' 03-0CT-1991 CAOO D I -R' > I III I 0 I 0 .. .. m I -n I G> I J: ' ~ r :1J m ~ < W , 0' Z I, ~ ~ Z;;::X U'1 "'" VI VI ~ I'.> VI VI "'" VI VI VI ~ -J>. C~- I :lIE :lIE I'.> u:> :II! :::E a> ::IE :::E ::IE -J>. :;;: ;;::~VI U1 N N ~ I (..N LN 1 l..N ~ ...l;::o. _ t C:OO-t - -J>. ~ _ -J>. U'1 I'.> -.I 0 _ ~ _~_ __ - ;Ur-Z -- ~'" A~ :z o VI ::E 3: :1J ;;:: :lIE ~ ~ ~ -J>. ~ ~ -J>. ~ ~ -J>. -J>. ~ ~ ~ ~ O~ ~ Z cS I I I I I' I I I I I I I 1 -:::I: 0 ::z: :t q ~ q q q q q q q q ~ q q l>~ ~ 0 , ~~.-- > Z · ~ 0 . ~ fT1 jl ;U n VI.... "'Z ~ _ 0 ... ~ ~,^ o r-l Z - ",,-. < :z---O:Z 0 n I\) gj VlVI~:Z::EVlVI:Z:Z ZVlVI:Z :ZVlVl:Z VlVI2:Z :ZVl~ :Z:::EVI~ :Z:::EVI:z VI~2 ::EVl~2 :ZVlVl~ :ZVlVl:Z :Z:IIEVlVl2 ::EVl~ ~;:;~ :z --.- :::E ::E~~~ :IIE:Ii~~ :::E:::E~~ =E~~::E =E::E =E ~ :::E ~ _ :::E ~ :Ii:::E~~::IE ~ ~ ~~" ~ ....... ~ ~ ~ ~ ~ - ~ ". ~ C; 2 --00 ~ 2 '" c:: :1J o VI VI :z' < NN-N CONOON OONOON NCONOO NOONOO --- OONOON N-I'..)- -00-00 -~--oo l..Nl..Nl..N ~ f11 ~ fT1 m -0000000000000000 ~NOO..::.. ::eN::::N l:::N:::.N o;oeOO .A ::::..r:. :t..::.. :t~ :::: NNN l/:;- l:::- -rv-o CO :tOO :::: OO(,.NOOOO :::: l..Nl..Nv..I rl"'1~ o 0 :::: :::: 1:1: :::: -= _ -= 11:: ::::::::: :::::::: :::: :::::: :::: :::: -0 "":::::::: ::::: :t :::: ::::::::::::: :::: :::::::::::::::::::::::::: :::: :::::::::::::::::("T1:::::::::: > . X ~X---oX -oX~X -0 ~ ---0 ~ ---0 ~ -0 ~~-o~X -o~ :z ~.. fT1fT1rl"'1f'T1-ofT1-o~ ~(.N-of"T1 XVJ:::O<..N :::Ot-NXt..N ;I:lr"rr1 rr1;ornx rT"1:::Of"T1X f"T1\Jf"T1 ::ofT1Xrl"'1 r"T1""'Omf"T1 m:;:or-r11""T1 ><X:::OX(..I1 f"T1::OX 0 o ---oxxxx ;UX;UX Xa>;UX Vla>Oa> Oa>Vla> ~iiiiii XOXVl XOXVI X;UX OXVlX X;UXX XOXX VlVIOVl-< XOVl -<::: rT't - > ;UVlVlVlVlOVlOVl VI .0Vl ~ '-0 . ---0'-< _ -<~ Vl---OVl-< Vl-oVl-< VlOVl ---oVl~Vl VlOVlVl VI---oVlVl ~-<---o-< VI---O-< ~2 ." -I O-t-i-l-i-o-t-o-t-t -0-4 .. * -t*-t -4*--1 -4""""0-4*-4 -t-t"V-t-t-t*-t-t ;:.Ie -t _ m ---0 ~* ~ ~ ~ ~ * N X X X X X VI VI VI VI VI is -< -< -< -< -< Q""'IlT'CT'IcT'lcr't cTIcT1cT1cn O'"tO"lcn<1' cT'lcTI<T"lO'" O'"'IO"'cTICT1 0"'I<T"l0"' <T'l<:Tl<T"l<T'l cncnO"'lQ""l <T"lCf"la"! O"'IO"'ICT'IcTI <T"l0"'c:n<T"l cnt;T'tcTIcTI cTIa"'1O"'cTIcT1 cncna"'l ~Nt...NNN c......It.Nt.r.Ic...."..I O""lCT'lc:n<n 0""'CT'I0""llJ'l O"'\<T'CTlcT'l a"'IcT'lcT'l cnO"'lcnlJ'l cn\TIcn\TI -.,j-.J-.,j -..J-.J-J-J -.J-.J-.J-J -...l-J-J-.I 0000000000 000000 Z U1V1NOOU'l 0""'10"'10"'0'"" NNNN C-NN-N l.Nc.,...I~<....N ~;.n:n -.Jl..J:)-J\...O OO\"'oOO,.J) --- N-N- -..IOO--JCO 00'-'>00'-'> O-OON N-- < . . . . . . . . . . . . . . . . . . . . . . . . .. .................. - - - . - - - N...t-..t:a.t.NN U1U"lOOV1 N--- ~c.,...Ic...Oc.,...I -JNNN -J-.I-.J ooO...&:loo-J ...t-NNV..t v..,Il.NN NcT'lC-N-J c...O~oocn OON-..lt..J.J ~CT''':''VJU1 -c...Oc...O pcT'lt.NOON OOU:>O 0":"'::"":' '::"-JV'1U1 U'1c...OU11...O V1V..tU'l ooo~ -OOOOt.N (,.NC>u:> V1U1v",cn -'::"ONOO NQU1N U'l--"'Or...D-t:::o. -.lO-t:::o. 1+ 1+ 1+ 1+ 1+ 1+ 1+ t+ 1+ 1+ 1+ 1+ I.. 1+ 1+ 1+ 1+ 1+ 1+ 1+ 1+ 1+ 1+ 1+ t+ 1+ I..... 1+ 1+ 1+ I..... I..... t..... 1+ J+ J+ r+ 1+ 1+ 1+ 1+ 1+ 1+ 1+ to) :1J m < NNN ~ I I I <:> '****'** ~ Z ~ U'1a>-.I (,0 X ---0---0---0 , - _~ --- /N./ VI..,.,~ ---0---0---0 ~" ~ o:z ~~~ ---0 -OVlO , ox - --1<-1 I ^' ~,-- Z --I '::"":"cT'l (y -0 -<fT1;o;o -.' +- "'~;;2 NOOa> _ ~ ~ ---o;U~- I ' ' " " , - Z~ . . . - -<2 ./.' - , . VI J::- <n ~~~, . J -un'" ',. 'J' . fT1 Z ~ I" -:c: -, ~_ fT1 r- Z:t> --1--1 _~ \JfT1 _ '_ _ - - , I'.> - 2 ~ Or- 00 ~ ~o VI -I -'. ~. _ '. ' - O .. 0 --t ._~ I _ ~ - Z ,/ ~r- - n -< . - " . .:D _ -4 0 <.on 0"''''...0 --1- I l> ~ ~ z ~ ~ ~ 8 ~VI ~ ~ 0 a> --< I' , .. to r- \J ~ ~ - r < --I P1 -- :it::: ""01 fT11--t "';;J ~ -fl z ~ n o..,.,~ v;~ .. ! ~ ~~ ;;:: N - " . - .. n ~ 4 ~ 4 C'" .. )> 0 l>C- -tom N :z _ I ..... U'l<Tt -...l Z ):> ~ "';;J o;;;! I . ~ n .... r-Z O)~O~r-X - Zo ,. 'L.' 0 Z 4~4'-- .. > fT1..",. ~~~~~v; // ',' '**...~ 2'-1 .... l ~4~' ::g .. ""' aR1~ . ~ // VI VI ,. U'1a> ~ fT1' , - :1J Z rr1 O. fT1 ..,., '" - / ~ rr1 , ---0 -0 ---O"T1 1 m ~ -I ~,. 0 r- c _ .. -I ___ I ~ ~ ~ rr1 .-ro (<' I o - xZ;U -<- --..-- ,., <::>, O _fT1~ n ~ ~ I'.> · -J>. -J>. a> , \J ;.' ,. VI;U;U OVlr- ~ 0 ;;::. ;;::00 I. 1'.>00 a> 0 -I "'1 l> :z: --I -< Zm' -~ z:z l> I Z ... I ~ ::: ::: , :1J <nr-~ fT1;u2 V/ % 'j -<~ 0;0 , ' I ~ -I VI r- rr1 rr1_ 0 / //~ '/ . ):>: 0 0 _, c3 I ., gj 0 g Rl;U ~ Z Z 0 ---0 '/':.\ "'" I , ~ I a> u> Z ~ ( 0 , ~ r ~;;:: ~ VI;;:: V' S~ r - - - I I'.> VJ ;;:: ---0 I ~ .. ~ _ '** q a;: -I __ " I rr1 :x:o- ~--t ,-0 I _-. \, N>< N I I ............,.... ~ ....... ,~ ~ X ~~~ ~~~ ~~ hp · rin ~ I VlO-::. ". ~~ Ol -$~ 0 fT1 ~ 4 I ~:x; -t 1-4 c..n --I fT1 0 r- fT1 l J j - - - - Z r- :z 0 -I Z;:;::" I t=>- c..n - N fT1 ::0 ;:j '<J , '<J (..N m VI ~---o or----o 0 ~v I - . ~;;:: -. ' "co -I '/ ~ ~ 4 - I,' j, ~ 4 ~ I'.> -I r----o fT1~;u // ---02 r-~' .' ./ .. .. f-,., " .. '" 0> > 000 _ z a::i ~ 0 =E Q , ~ i~/ V. ;:; ~ z P'):> ~) 4..~. . I ~ ~ ~ ~ > ~ ~ J: ;II m ~. <n ~ ~ ~ ~ ;U I. _ / .." .. ii1:J5:J5m>Yl Z ~ Or-O /'/ L~'" ~ ^ ~ 4 ~ 4~ oo~~~ <n ~~~ zr-8 <n VA -- B 0 __:. ~\, "")' '.., . ~ ,,~ ' ~~o 0 3: ---o~;u VI;U ;U VI - '\_ . ,'j""',, 00 ):> ~~~ ~~o 0 -< - 2" ~_ .' , , ' _' ,'" " _ .' - " " ~..,'" 0---0 ~ c c _ _ , . , , . .' "'" " . :z r- < r- ~ - X .... " ., o I'~ his:..... :J: ~ 0 ~ ~ / ,'" n ,-" " ", ' , ' ", , ' -, ',. ~ "'~" zl<::; 'Z 0 0::::: ---0 -< ! ~ - ~ ---0 1 I . .' ' .' -, .' " t. ,;-; ... ~,. ;U ~ -, _ , , . ,. ... ""'v , ~ ~ 0 :z - VI ~ ~ ---0 ---0 0 ~ ;;:: n ,. , .' , , .. ~: i ~ o~ ---ooZ ~ ::;; -r. VI~ r-""'~-O> /' '" ' .. I .-. 3:fT1 <:) rT1 V'1)> ""Z,--t ./ p I I I VI 0 V';ufT1 -:l I ,I ..,.,~ OVlV; 0 '1 r- Or-~~<-VI '-Y, --t -< --1-----, -I - r- r- 0-1 ~ ;;:: oo~ ~ ~~ -0 05 ~ * c;uz . ;uo""'z---o UII Z. -IM_ - -0 -t - :c r--"" _ :c _ o fT1 "\ ~ I U'1 VI-o;U-~ I --I ~ ~ o~-I-< .., . <:Ii I::: C -<-0 --I - I _ ~ ~- Z I Z ~ <n /" I ~ ~ ' ;;::VlOVl"'" 0 ,-' n l>::J:Zrrl- ~ ' rr1 Z)> m~ I 1 I I -0 ~---oo . I -< O-:::I!O fTI I 1 0 '" ::;;~<n~8 ~ , I : );U ""'~2 coo,-",-n I I I Z 0"'" r-;u "'" I I ' -r-U'1 -i ~ ..,., fT1 _, I ---O~-J>. m --I O'n--l I I I I <--I .. ~ ~ :>:l<{'~ Y / 0 ,I I n",x' > U'1 -', /'\J ;u"'" " "'/. ~ SI''l (J) -1 .~ ~ , '\ ? )> ~ "" ~ ~ \ ", -t "0 "0 N . I 1 \ > Z ~~ I \' I , Z _ ..~ ~ "" -i . , " ' (J) m , " ' - , Z I ,\, m -< - u:> ,~ "~" ' , Z ' I aU I I \ , G> 0 ..,.,..,., ""';U"'" I ,I, ,. , ~ 0 ~ -,- Z3:~ q ", I \ ' "l m " ',r-o /1_ ;;:: , I I I . , ;II r-:II! VI..,.,,,, \ ' ~<1 r- ::c: r- I I ! I , ".! '--'m-c -....-........ / ~~ ~ ' ~~~ : I! :'-~ '. \ . . " -. .JJ 0 'E;- I" \ \ o - J ,..,., fT1::1iO , " , , :x: . I ' 1 '- .... , I '\ =l .....J , , , m --. ' I , , "-.. "-.. "-.. , ' " " ---0 o )> '~. ' I " '- ;u ~ -I I I I I , ~ \ ~ -:1J Z I, I'-----.. I I' \, m -I J r 11 \ ~ \ t..N ;, "'" I'.> -z I I VI VI;;:: I' I '- \, q ,.. (j) ... 0 " ~ ~:x: VI 0 I ," - > ~ I ~ fT1,** n ,\ ' Z n---o -;u ---o;U ~ I I -J>. ~ rr1 '1 ~ ' . , Z V1;:QZOr-('T1V1 I Z Zv... r- 1 , , Z I 0 ~~ c;;:: .. I I ---0 0 0 I ~ ):>-1 " \ , G> '-"< ~~ <nO I,;U ~ ~_.. I" ' , .. N-:::O-4 < " 0 n1 rT1 J--ot I' \ , > On"'l>f"T1 I , 0fT1fT1 Z I, ---0 _ "'" :z, 0:: I " is ' :Z' ---0 r- <::I ~ VI Ul I , , " 0 I " \ , co ~~ X n ~ 2 ' . , '!: <::I - O~ ~V' ~ rr1 r........ q fT1 q I ' \ ' _ > :IIE~;U~~-< r- n ^-- , '" - Z <n;U~ ~ ):>" ' , > ;;::~~z"",..-I _I I ' \ , C) tJ.J:t>:zr-OO ~ ~,' ' , m '-"Z <::I O' VJ , ---0;;2 ~O ~z z Z , , I ~ '\, ~ <~ '**'V X ~ , I ' '** '- ' n -J>.;UVl~ ~ ' =E ,\' ,. ,-,,0 ~ VJ n . , r-- I < '** '-" I ~ I I I -J>. '\' --I_-v.l"'::" X I . ,LN , 2~.<::IO"'" I'.>(J.J VI I I I ' , '- _ =En fT1 fT1. I N ~ I ' \ , __ :;:0"" - , I , \ , --I r- ." o. v.I I, \' r---< z~ oOVl 0 1 I , , \ , o o~ ;U =E~ . I '~ ," ,.~ ~~ C c;i~ , I ; , \ '- n ;u 0 Z -<;:g I , , , '\ ' ;:0- fT1.." -;:0 , I " fT10 ,0 ..,....,,~ I , fT1=E CVI O~;;:: 00 '" , \ ' " - -- ;U~:> . 1 I ' 7<_ ;U;;::;;:: ~2 I , · --J>. " -0 M- OX 0, I ZN ' \ , z- or- V1..,.,0 '=J It (~' . I n :t " --1-4 .)> r- r- ;0 I I;:OX ' \ ' m-< ;:0 <>:err1 <:> ......... I , rnU"1 " :;Q. -u -u ~ >- -::-. , . tD n ~ ~ ~~ , ~' I VI . , \ ' (Tl- o::co VI ~ . I I I (T1 , \ ' ---00 ~ o~ 0 " I I I ,;U~ , \ ' --1=1 0 fT1,--t :::: .. 11 n fT1 , ' ~~ ~ ~ ~~ ~I'.. Y ,... ",I 1 I: R iii ," '- :t> rT\ ,-- f L.' Z ' , , VI - fT1 ~ I I ,'l ,I ~ ~ '\' ~ r- Z 2 I I I I"' I ;U "'" ' , ::IE 0, -, ~ 0 ,\ fT1 , I r 1 - - -.....,- - - T -i n . ,\ ' ;u ------f ..........N' I " I I , . '- , '" ' \ , - I , I 1"1'- ' , , : I I I ~......... \ \ , I I I I ", ' " '- , 1 . I ......... " I (' I'., ' '\ ' '-.... , I' " <- I ',', " ~ , I I', '- \ , ~ ~ I I I......... , . , r- N I I , " , \ , r- . , , I :,.- , , \ ' n - I .A. . ....... " 0 z -- - , . ~ X "1 ~ ~ i "'. '- '. '-, ~ n I .......' \ , fT1 I ',,- ' ;;:: ~', ,\ , - <> 1 .......' \ \ ~ VlV'1 -J>. :;Q " ,\ '- / rTI fT1~ N , / J r- ~.. ,.::; , ,\~, 7'---.. ~ x ~ ....... ,,'. l> Zt...N - ...... ~ z 00 2 ~ " ........ _ rrl --I::: -f ::E ....... \' ........ o ~ ~ n , " \ c r-::O ...::.. ......... , VI N~ n '-" "" . ,/ ~ ~ n ~ ---0 I ~ ~ 6 ,,\ ,/ ~ r-;U ~ \", \ L CI , '....... \ -4 , _\ - , " ~ , \', ", - , " --. '/' ." , '-., o /' ' \., , ~ / ,,', ~ -< \" ~ )> " \. I ;=: t---"-'~ !:":! V' _ , ,~ 0- -0 '-. '.-.( -- , - N- ~oo ~ ' -- ~~ ~ ""'- ~ ~~ ..,., ~ ** ;;:: c ~ ~ -J>._ r- ~ ~ r- v", I C) ~ 8 ~ - ::;; . , > U'1-_NN ,.. ~ ..,., <.N m 'I" n' " :>:l -J>. ill, I' !, I I'. \""01 ~ , ... -. 1> .- -.. . I ,\ .;, ~,! 1'i \ ~.. '-'"" -- ...... - \" ._" . . .. .. ~ N -J>. VI ," , . !" ' 6 " /' ,', ~ rr1 -.I - ... - '1 :'1 lid S I 1JO LG 1-1 ~ o _"'" ", ~ . ~ m ~ ... 00- :'.~ {I ~ ,1 <7,'j' , ~ 0 ~.., ". la<~" o < 3 z ,_- . . > I III I 0 I 0 .. m I -n I G> I :r: , r 'I., . :. "~:>f"'/- r ..' "-~_. - '-~-- ~-- -. . Q. '-13474'CONI-3'-134743:J. OON DATE PLOTTED. 03-0CT-1997 + i" CADD 0 I - A I l> I ro I n I 0 nl I .." I 0 I I ~, ;:0 nl < -N - Z . - - .. 0 ~ (fJ -< ;:; 33x:l ~x:l ~ no nn ~r.n" 0r.nr.n"'DfT10fT1 Z om m~' 0:::0:::00 -<. :::O~fT1CZX:::OX ... (./) \J r- .. za C3 -trT1.. -Nn1--tO- --l . Z -U r.n -U 0 fT1 fT1 fT1 C r.n , fT1 nj5 ~~ fT1 :::I:D -<,r.n z. -U:::O-U-<fT1Z 00 mD n fTln D -< -< ,fTl,~r.no , Z"':::OZ -< 0-< 'DD D,D CZr.n Z- :Do - n1 Z- -tQznC")C') --t fTlr ro 0 (/)0 nz ~n(/)o coo Z -< ::z::r aD Z"'e->fT1 ~fTl fTlii! ~ 0 0fT1 Z-<"'ZO:::O,- ~ Z- IS) 3' Z :::O(/) ~OfTl:::ODON - ~~ - r.nnn . n1, (/) o:::on o>c' (/), r.n-< ~." ~ii! ~z co, ~ -=-1 Z -< fTl ~~ o::z::~ z~ o -UZD '" ~ - ~ Z ;:0 >c :::oe-> -unr.n ' ~ D 0 fTlfTl >c ,,~ 1> r-- -(J') 0 co c :::O:lJ ZU) a:: 0 Z Z :::0 r.n 0 -yJ'- ~o ~ Z ~ ---.---J D fTl D r.n z ne-> e->'" :::OfTl >c '1 ~ < 0 - r:::on :S;::Z:: D (/) 0 -< -< co ~....-< ~ o;?- 0 -< ~ -< 3::::0 ~ fTl I--":; , >oo()c -<~ Cle-> ~"D ~~</ ~ ~~ 10"0<': DO Dii! l> 00 Z 0 ~ ~ ~ ~ y;j{f, I J -< Z :::0 0 -0 ::0 :.:0 0(5 oc f'11 tTl f'11 " ~ ~m ,')i ~</ ~</ ",</ ~</ ~ ~if "'age t '> r Cl D ~WN _ Z ~ fT1 Z ,>-' 0 ::-~':)~= 'Pre ~ ~ ~ ~ ~ ~ ~ \ ~RIi ' r- r.n . .. . 0 N N ~ . ~ o~n~~&oo~" ~" ~" ~" \.<1V" o~ "1" ~,- (/)-3:::Or.n ~ '-J ~ . nn >c 3: 3: __ -3:DD ~r.n ." N 00 "-lODo'" ';:- mZDrr1rT1 U'). .::.. Or-:Do Do Do" .. -n1(f)O 2m ......... CI ~::; (">..:<:::.OoOc;<::> ~ ~ ~ ,,-' It I 'i:>1J m--tzom _ --tD~ ~ ZD --t :z Z. I ..m c- -t Z o o'Vc~ 00=" " " " v,/ ' L. fT1::Z::C _ n(/) fTl ::z:: :::I: ~IS) '-<:::oC e-> ~ l> Z 0 Cf'~OR! O"v -~ -~ -~ ~ .r,,, \ ~u;~v'c"t' -L Jl' Cfl Cl 0 ~ (/) 0 ~ ~ Cl N ::0 (/):::0 0 O. . IS) fTl r.n :::0'" r.n ""tI Q~ 0 'I ~ 'I f'- I' ~ '..) 000'" '-- I<C>>', ""'U::o r ::0 -0 '--' ...::ao. 1--01 I"T1 -U r r- . CJ 0 --4 0::0 :J: " T\o CJ 000 0(" " " / ~ ~ ,--ogo a' 000 ~ t1 fT1 D fT1 fT1 fT1 5<< ~ D D -< CO::O fTl fTl _ _ :::0 C _ C D ::0 \) <;:, O'""j<:::.t;> IV t> 'yo '\ ro,.::;:.,a....~ oo(j' nr ~n o..;~ '- -3: f11 0 3:3: 3:.:I>""-Z: --13: c;) D ~O;?f)= ~ ~ ~ ,tvd~ (:r~Qv( )gaQ'='o~ _ nfTl- . ClZ 2m 0 (f) :.: D- DO:]Je> m::o < \o';;;()(C' d ~ ~ ~ 000 .~,) t><1 ""'''02''''' --i ..,., -I D XZ XMn1 D fT1 )f".O .....<1 l)r1 1)<1 t>( " ~~Oricr \~U,,,,,,,o, _r-<-I_ ..........z fTl:::o (.I)f11 1--01 m r- __ 1-4 o:u a o ~\'60=...<1 r1 '\ ,,<1nCrH""' ,COn,)-> nOrT1(,/')n n ~::o .z -0 r :reI _ rn o("rlC'" ~ ~ <1 t ," DO::O D ~ ~ 0) e-> r.n C--<Z ^V --r v -<::0 D-< "". 3:zoe-> , o CJ~2iO ///?/////',.Y'//l---: LL,///////' y~////// j //)~// OJ>b5o 5\:::0 / ~fT1 r.n ';' Z -: ffj,; ~f/;, ;'r:------ n_~ ::,;;Hj rUHHH--nn-\I-H ~-j~ ::. ffj ~ ;;~8; ~ ': 8" /t~~~ ~~'S:~~~~.\ ~0 --. co ~ 1%, \ \ " V / '- ~<1 --. ~ , Z fT1 IS) <Sl D r. J>. v / I , I 1 'I 1/ ,:---: '-- J> D n -< -< >c .. ~. /v \ , ::Z::(/)fT1fTlD 1- 1--1 :I> ~ "/: I 1 1-_- I Z < _ < i'" - 1-00-04 -111::0. r " _ r a -< ~, : ~ I 1 I 1 fT1 ;> ~ r x:l ~ ~ ~ ' P 1 . J IS) J L J o /,\ Z I I 1::0 :e: m- 3: ~..)_ ,...,. r:::O '/:/jV' fTl I 1 I ~~.J fTl -<OCl D 25..... 1 " D~ :::0 I ':------ 1-' -, ('"") :::0 Z- -< ~~ r ~' :::o~ 1 r.n :::0 fT1 wOO e->D u~' I " wOO 3:fT13:rn ::0 w ~ W I fTl ~ '/-;~~ I I I WID D D n ~ () I 8 > > ~ < W :::0 f2 Or,' " :-----.- N z, -< -< D D < < // ...... --- - cr, I t - t ::c (J") r r , ?"// (/) - 0, I r-- 0.00-< . - m o.,Oc,<< ' LUH_J Ln_ - U_UU HHn U - r m / :ov o 0 fTl 0 n r :;;.- " z C < D 00 a:1 'D ' ,;' (fJ I C!'r{; oCJ 0 //, x:l S3 ~ z::o 8 I." _" ~/ ~ Cf'QoO 3: 0 ~ 0)"-< I, ~ / ~:< oC{P~<tb ~. ~ a .~~ _ 4, " - 8 ~ )"0 &J'OoiJ30 1 1'-0' 6' ~f-\' ~ ~ '-fl ~C;;r.n "., '0~~,-0:~"''''~0 ,l"-"'''''\: D Z ,CJ2ioooCJg';;'Oo -- -- ~ fTl r- >c 5 ~ j; ,,'- ,,""""'- '\. '\.,," ~""'''''''''''''''''' ["., '" '" '\ Z ~ ~ '0., .-, . ~ D 00 .' I C Z ":;::-()o~o-,C (/)D ~Z "N (/) - - >c D ~ I "":;J;l- Z -< n::o'. _::z::o XT( O~ I :::0 ~ -< "" D Z co fTl I'T'1 C fTl , I , o \J 0 c::> OC; CJ --f nl . JT1 I I -4 a . D ::0 C..f) _ po ......... r- i ~offk~~go ~S3 C;;" ,,~~ S3 .,," 0" (/) ~ ~ j5 ~~p 8' I, I '1~ 2'-6' MIN OfTl ~ oW'cfo6bt fTl~ ~ ~ ~~ j5 j;~ ;ilz ~ D 3::5 ~~o; -~ ~ ~~b. '. :2 CJ]';?'?oCJoo. ~~ n1 ~~ 0 -<(/) zU; "U a ~ ~ . ~r.n z .~" ~ l> '<-" ~ n1 ~ ~ 3 x Z ~ -< S3 ~ ::z:: ~ r Z Z 0 ~'- (/) d Z x:l fTl " " / /';(/ /';(/ /x// ,> ~ Z ~ ~ Z ~ fTl e-> ." ....... r.n e-> n n fTl:::O :::0 n " r,/ (/) e-> e-> D;;Q ~ 0 fTl 00 >c 0-< ;:0 /.0." ~ 0"" (/)D r >C zz fTl n-<~ .c. 0 y. 0 0 n1 n1 nn :::0 rDO ~ /':/ fTl ~ rTl ::0:::0:::0 D-<Z O . fTl fTl :::0 fTl - --f~ -0 Z fTlrn -< l> -< " " ~ < " nl , o - , ~ , ~ , . nl , , ~ l> ~ 2 ~ ~ :'~, -<::g"nll><Il nlJJJJQc..... OOfilZO ~~8ao ~ r U1 ~~~~ ~ 'T1~'T1 ~ -~- I i . 1~t)I~~~ nn ...: " (/)-1 ,. ~ or J> < ::z::o ~ . Z D -< n 0" ..0 n(/) fTl >C ...., ;#) :::O(/) :::0 r Z(/) fTlO Z (/)0 -nn ' n1 -u ~ fTl ZfTl 0 :::I:~ -<a' j I N -ICOg :::0 Z ~~ -<" -< o~ c::Y" ~~o; F=Y"' .. fTl fTl, fTl -< fTl C ~ ~ :::0 ~- :::O::Z:: (/) zn ~:::o(/) " DO ~ _ -< fTl ~.-<Z ZO -<~ / -<co / - 90 co Z n1 e-> " ::z:: 0 fTl /_ z:::08 e-> 0 aD ~Z!J (/) 0)"-< en :::0, 0 -l -:::00 ., ~" ::0 m~ . r _~ ~ _~ ~C;;(/) ~2 ~ "'D I-< d~ Z(/)r ~,\- . <J> a '/ :5~ C') o::z:: ~;\\5 ,,~'-~~":~'-~ ~~~~/ ~~ < h' ~ ~~ ~ ~(% t%y; ~~ (/)~ . I 'l'" ~,^ e-> 0 ::z:: Z n o. 'l'-~' D~' , >C :::I: Z ~ ~ ~.,.,r _ 1,- z-< ZD ::0 or IJ> N OOD ' "JIS) ~ :-- ::z::o 8f= Oc: tJ.I -<r . Z :::0 (/) .'"" - , .'- 0 (/) '/ (/) ..... ~(/). , .'- CJ 3: rco r.n C') (/) ~ CJ Z 0 D , - z:. , ~, r-rJ D ~ fTl / 5 :::I: 5 fTl rr1 -<, " , --. Z " _ ~>C JJ fTl nn ''- J> ::z:: r~ - Z z --1:::0 0 ' , :-- n x 1/ ,Z ~ l> n' '," 1-4 r: .AI:. ~ -< ~ fTl ~~ I en , ,'- r m 0 c... 2~ I~"- ~~ _ ..... -u :::0:::0 , ()" , .'- ~ c: DD ~ .......-.. o r -< lT1fTl I .,.,,,> -' %! D Z z~ z 0 -<-< 0' ~ 3: ,..... ~ '{? :::0 fTl fTl' ~ < < , ~:::.,: I"'" ('"") -< fT1 ~ ffi ~ "'n (j) ('"") (/) /f " D \ "_' wOO b ~ .....' .,.. 0 --l w 00 rn , W I ~ :::0 0 ~ ~ =- Z I >C, , U1 ~, Z -< ~ U'l D W W fTl " ;\ I 0 V'l -< I-- r;; :::0 <".. \ i\ 1 ." -u V/ -< Z N 3: 0 750 ---.:; 1 -< ~ ~ V / ~ l> rD' ,..' ::z:: :z Z r -, fTl ~ -< ::z:: ' t/) m 0' _ ~(,.. I r Z -< :;;'., , ^ _ __ _ ____~___ '-- ,:!i ') i'l nl n 1'-' ,,-,-,,,,--,,,-,,,,,,-,,,-,\",-,,""""" ~'\SS:S G:: '/ ~ V/ \\ '\ B.r - V/ 1 ffl Z D fT1 II Z V/ ~- LJ~-- .. 8'1-L!~ z z ~ ~ . ~~ ~ tJf1-= ... qq, ~ -I D ~ D -< >C 7 // / /'/ / _ ~ D Z ~ ~ ~~ ~ ~ ~S3 ~ :./ / / L nl Z (/) fTl D fTlZ D , _ n I fTl -< z~ Z ~ -< -, >C (/) (/) " 0 c (j) ~ -< .-< ~x ~ r ~ fTl ~ fTle-> .,., ~ . ~ ~~ r CJ , "0 0 n1 r fTl . l> 2. Z , ..... B . to . , l> is - " I .. ~ '~ Z l> ~ ~ "'" - ~ ~C VARIES '. r-< r-< no o ':::00 >C~ . fTlC C~ n Z \ ~ DZ ~;g ::0- C) . :::00 n1C"> fTlO -< -<~ 0-< fTl >C , - ,fTl fT1 ::z:: (/) rT1 ~D r -< (/)0 .- W c: -t ~n 0 :::0 0 ~~,.. " >C ~ ffi - _ fTl-< 0 , J:J ~. ~ N _ Z J\ . m....... . . . 0 V (j') ~~ . .,., fT10 (/)n ~ _ ~ OD ,oz:::o.~r(/) v',v~o::;: Z ;;Q :::0 -< 0 0 D - {//L//L/.' :i:i< 0 fTl" fTl (/) ^" ,,-, <S-' \./ D (/) e->::o 0 (/) '/~ -:)00< ::0 n1 fT1 -('"') -- OOIJ 0 >C Z ZO .,.,00 A~ oo~ -i--/--,~~ n1 rT1 C>Z v 00<::1> to '!VO~V -i ~ :::0 Z 3: n ~ ' ~~ 'OOo()OOc, n1 ~ ~ ~ ~ ~ /~~,>-~r. ~" ,foo~; oJ g;\~og~ a n1 - z-< xn ~'.~' <1,OO\:f'O<':OI ""0"'.,0;, .... I o 5~ 0:::0 ~ , '~ ~ , or'\o~ ?o(),s" IYJ J :ir~f:;:;~ ~ ~~,~{~~ ~~ ~ i' ^,-,-,~o~t iZ I P , 3 n1m fT1 " " 'If " " , V CJ ~ B5 (/) b b ~ { ~if ~~ ~~ ,~" ~.. rr1 5 -3:. ~"," --I r 0 O~ 2n1 ' ..~ ~~ ~,t J> fTl B5~ aD ~ C -n 1-4 0 0 -<(/) (/)::z:: r :::0 ,,::Z::fTl-< ~ DO CCfl //Cif ~' '7 ,;J~,~VtLL",,;J ..., 3::Z ::0 - ",v '- -- . oVoo< ':--'00 I S ~ , ~ ff i ~ ~~ ~: ~~<~.. ~ " ~' ~~~~'-\~~oo~ < 3: en n fTl D' D ~</ ~<1 ~" ~ "" ' D -< cor :::orn , ~ ' \ "" _ (f) 0 -t r "" , ~ 0 fTl < (/) ::z:: co ~~ ~.. \ \ } o Z fTlfT1~. ~ ' ~, r 3: o~ , ,<1 /-ow-.. fTl D c-< D , ~ Z -<D Z I o ::r: r::o 0 ~ ,- ."n - fTl 0 fTl-< _\ ~ rc -< , -<." - .. CO(/) 3::::O(/) c-< D fTl ,n :::0 ~ 0 ~ D C ~ (/) ~ "iT! 0 l'~ -<D Z ZN ::Z::fTl r::: r.n~>c 3: ~~t1 -<" ::Z::o olT1 >ca ~. -< "fTl 'OfTl D fTl:::O 1 3: ,." (/) ::; 0 Z . r.n 3: fTl D ~.,., o D (/)~ ~ D CO 3: Z ~ ~fTl >c-< :::0 DD ::z:: r fTlD DfTl o (/)Z 0 r:::o(/) rfTl . rnx r r o fTl , fTl - - IS) . _ IS) - - _ N. 1-- D w- -< ." C ~- f= Z <Il (/) o n ~ . l> U1-_NN _r fTl w nl \i'101 '; 'I',' ',W('I ~ 'II. 'i'..1 1') ", \u W '-J is 0). "\iT' , : '" N W~ffi '-J. L II :'/ lid S I LJO LG _W a., '1 .. CO - 'J' I:" o! . . ,<I:. .. ;4 e~~-j :0 n ~ ~ IS) nl 3: Z , I ; t ro I nO..... t .~ .'--- . qt,13474'conl-3'1347401.dgn DATE PLOTTED IOS-FE6-IS9S m"T1 . 0 ::r CD 0 0 CADD D'-RI > . ~ '*-~'\f'~i1r-:l ltr~' lip t$J':r, ) : 'Jrr1 - 1'" 'I I" '] ,," , , i ;f: I I; ..... '! . ~ r . ~ ~ , ~ I . ?"'l:. ~... ,,'t_i.l \ . . !..-tw"...~>~,. .- . , " 'I: , ~., '" " ~." ....~3 ~ ^ ~ ~ ) J ,m '\: ~ 1. '" ,,,,,,",,",,,,0<', .~; ,,, ~ ,....,,",,',~""',,!" """"" ,,; eJ! R ,,,,,",,,,,,,,,,,,,,,,,,,, "............. ,--~ :D MORMON TREK BOULEV A D ;"'''"',",=-~,''"'""'',,=r.,','',',, ,',"'-,"'J,,' ' ',"",= ~,.,,;;.~" ="i"'':7,' m . , ,.~ ,. ,"", , (' , ',-<') ~ .,-,,\f---"':(~-:"f'-~('.""''''''''''r''~ ,'.- ..,~~j(.~j ~ " \'r~M.{,;\"~, AriV.',..t4t." , , . !}O , ' 'J ~ ,'f,', ','~,'" ,',~i, TIl'1W;:'11;:;:;~, . :,f"W" ;,~, " 'l '.,,",) IoN k., ~",^""~"'-'-,......>.,' : . ~~""{. l 1'"-" /" '".. .. ~. ......$ , -U :IE ,,; . I , " L '" ('j;j l> - ~" ......1, , ,', ,(", t:. ~ ~ ~~ .~13.-';'(, l' .('S~ "I"",;:", ~,. 'Lj o .. >f..-( ~ . 'l, ',~"" ',,',~ :e ,,' ,"~"f' , ' \:, lLi)" \'" , , ''J'' " :~( r"> n ...; j,' ~ ~ ~......., 'y U -# ;0': ;t'r-' , [""T1,' ~ ~ ',' - O fTl, I ~ ~ ,,"A,,-~ ~ 7<' ,--i ",li!:" 1." '. < ...,. :D ' 4' :lIf~rr'!..l ~ 7< EO ' ',' f' .- .. '~' '"':":f':'""'" z - CO '~ 1". , ~ .""" ::::e , , .~.t '~., :t=-- r1 '. ( ': -7 -< .c._\://\:\., , '- " I' .., ': )> -, ,. {}.' ,/.," '1) U'l ~ 1" , , , (' >. ' , " , OJ ""0 l> .J,.....<' , , l' '..... #' fT1 :II -u:Z: 11".. ,,~_~~_ ' :z: o l> f"T1 _~w.t'~~FJ*' , r" ' , , "",,~,' ~ ~ ~ ~~IJ"'~r'1"'"'''' Fr;;;'''IlJ 'i ~ .1" ,..., ,~ ~P, , .. - ~ o ~\" ,,~r,:,.;r.:::;:r;; ...A';~ J-d, " 'TI\,G DRIVE #!" ," ~ "I # \.. f. ,. _ \ C ,; V' t/'l >:t.~ , ..._ ,,~~_ _ _ ,. ."..-.-...__...."~~..., ~ )> " " "1'1"" r.=H,-c-'l r~'''''''''''--''- ;;0 ""0 ,," , _.,t(...J.~.t>>n]'b~~'" ~'jJi~tt~-"'" f""T1 ~ ,,~ "t:' \,.\ -," ~,) "~...r~''';,' ''--'f'!) ~ o ' , . , / -'I '". ~",~'''';..' ~,.. ~ , #>", , "fij(" ,...~',' ',' ,1, "/).'I~~ ,S1" o " , $ " t.: olV' '-IV , , , ','.. $ \ ,,; , , , ..../ ",,,,, .. ' Z ..' /, . - .~ , o ..,i :' \ .... i . ".-", >If' '. , ~ ..,.,..... \ ~,' ./,/ :, ~'c:~'.' 8~' ~:'f,.;'\'{'("""\. \.~", rn,l '\" '-~#' fl ~, ~ . : ~. ,- "f ,~ j....... z " ,,;1' ", " --'...\.", ~ ,',," -- o : . -':. ,., I." \. , ""J' ..".,", 'I'" '~ ..,,'~ , 'I . , ; } " , l.Il ' 'I' /: ~ " -, .... t"U ::s: ' . J'" ,', ..;.~.J <> ;L .!' /.' '"", , ,. /J' '....... ,:, '",~','" It ,i' :. . ' , ,., :I>>- " I ',' , i-' g . ).1.- ','" \ : . , ,~ ,...,. :-.. . ,\., "..- " , loI\ ,".:,~-- ,<' " r: ( i- < 0 : ,~ ....,.......;".. ~'. Ui ~ " ~~J ,',:1 \, " " <5 :::. i ( ",' , ....J< '(" \ z ;0 ~ ,:. . ....)''' \. ,.'" (1):1>>- )" '"',, , , ,. ,l,__" r- ....,,' -,tI':..X'- 'm, " ,.: ;"~~, , 1, :il~ , ." \, ~n~ rTl 'i.) ,: .,' [] """1' 0 ,: /If' " '/ u 0 , , V " ' ;;0 '. 1_ /, ,'~ ~ m o ," . r- ,D..../,.., , :D ~ ~ , fe,,",,, t, . )>'" ~'It)' ",' ~, ..,,_.,~ ~ 'It)' I (. ~'! ' ~, " '''il', i : / (f':;:;80U;fi/l ,'/ I / .. /1..... ...... J ""..," -";:0 :0 ~ 00;., VI . ,~, ii 'y/,,/ (, V ". < V '" o ~ ~ ~ ~ ~ h '1) fTl ~ ~ ~ ">) ~ ..! ~" - 'y o '" DANE ROAD -~--;~~ ~~ ~ m o ...... ,~ ~ > 0 ,..' 11 .... ...... ..' rt m ;:! ,# ~ ...- .... :1 , ... IIflt :i' ... ;; o > )110 0 ~ 0 ,\\\\\\IU1ll1JlllfI/r., ' IIflt ... fj >~~::!: m ....', ,,', ' "J, () -0 ......."'1J"O"' ~ ~~,~ UCeNS~ ~"'A ..... " ,,:-' - - m 0:11 0:0 9 <: G) ~~ ..... ......... () ~ d) ,',' - I ~<z *..... .'.0'" <<mZm it ... ... '!> ' , ,;' \ rnrnobo ! ~. \1>0\ b , 1/)' oo~ ~_I ~ ."''' F' , k-. fO::l: i"'s-"', , >- - . (/) = ,,~/ , ~rf ;5 ~ I r",,: V> ;5 /", , , ~ ~i.Sir$i~ 17 \ ~ ~ ~ . i5 i ,//, , -I : f..<........z; ~ \ (J) I~i ~ ,.,.Y" \ , ~~ -""'rr ~ .... ....~.J;. ~ ^ ..<,/'" , -< ~ ~. . .... * W" .....)4 ~ '\ ~ .... ...."'" ~ .-."'..r.r...;.....>. ' , --0 :::IE ~ ~"" .....~? #' ...f '., '~-':""'i ' \ - - ?~, li3HII<:) ,,-<-< ""'",L ,,,,",,.. , , Z ! I r "'III/f/JlflllllU\l~\\\\\\\'\ ~':"~1:lo"'~ ' , 0 -< I ....."""-%10 ' , Z ; ~ I ~ ~~Iil- i '% ~ u b 0 ... ... - ~ SO g ~~ i~Oi;\1 ,', , ,0 g is'i Xi;;l13 ~ .." 1 , ~~ oI~~!il -~<;I~ ' , ~ ~ iJ ~:'li~~~ i $ 0 , , ~ ~ i ~~ l;; i! I ~ ~: " .. :0 ;a I fi!: ~~J~ 't r ~ , , J:j Ii! ,.,>ill , 0 ~ i;t !?iOi ~ i , , ]:I ~ UI ~;;~ ~ ii' ])I 'll!~ ~ , , i i ~ i i'i a ~ ~ - "IIi '. .. .., ~~ I ~ I~ 'I :z:- -, , I ,.... >> --II f " , ~ .. '" ~~ ,., ~ g~ ~ ".... , ." mil" ~ " ., i' n "IIi::lii' , :D II >'l ~ fTl , , $ lI! 1 ~ ~l' ~ -un n' , .... ~ ,l'l' ~ -1;;0;;0', I _ ill,! OfTl fTl , , o ;;0 fTl fTl , , ~ ~' ~ , , ~ ' , , o (j) " " o .-I ' , ~ ~ " " 0 ~ ~ ' .... Z ' , > ' , ~ ,-... ,', UI m .....;':0., ,,' z -< "~, "\,0 '\\\ ' I m ',\ I, \ ~ I ~ 0 ," " ~ 1ft ' I m 0 jf" (, m ~: , IIflt , - ;\ - , ~ z :S i,'~ .-'l..".'..............._......;.:r~"":I""a~.."t~.__'riFT'"Jj...._". " ~ Q ,!"'::::... I I ,.t> ,- ' (j) '..,.. ("") i! ;'" ' )> > C t--I ;j ~,I' IIflt I n :1 . . - ~ :z' ~ .\ . IIflt IIfltl --4 ::!: ,- >-4 \1" '-< _ .-I \1 .. , .... --. -i \',. , s:: ~ ..... -< ;i 'I' ' c:: ..... ,11' ,I I I I Z C Z \:! ' ,- :D 3:: Ii .. , n m l> :,' ~,. ,- . ' , -u " j -rI ti, ~ f: ~ .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .' ~ r" VI v .. ~' I> \;~jj' : 00 ~ () I '.. . I -..I _ ~S · ~ ,I ' · 0 > J~ ~ · ;;0 ~.. " ;;0 -I ~ 'I ~ ... .,.rr.. c:: j 'i ' · :z: :0 . ~ ../ ,; .~ .,.:e , z ",.~,":l I (l: .. ~ .> 1i~""'. I lil r""'....-..,.!. -I ~ \ ::~ : ~ ~~ JI(I i -< m _ "IIin ' ~~~~~ j . ~ ..... ,-I :~"'. m m ~-< . <:> .... ' "IIi<:> .. · n .." ..;; . " I (T) ;;0- ~ · fTl <:> . ~- . f'T1::1ii"",' ::0 --;7C- >---- "..- - --- I . # - '\.~::- - ~ - -_..-. ~3 ~'),.~..~:~. ,...,)~"~ "'-0'" ...-.....--...,,-.,., <"1-< · ~ ~ ;0. I ':. .' "J -CI ~ > n I,J'__ ... ,., f'T1 - ~ ..... ....P" -00 /'~/...., , -I "IIi (' ~ .,..... ~ "",,\ ),'" ~ ~ ~ '- o U1 ' "0;;">" ~!-:. N ::0 .:~.. l'~'~::- U'l t.,", ..", ---.r.-:-, f'T1 .,. __e. K'~------------"'-------- 2 . ~ r M ~ ......... I ;;0 ~d'" I ~""'. /-_....~ · " 1 .0, ,",,"'_....:, ,..,~.:::::: )> . ,-.. . ,"""-' . . I I . I .... I 1II , -.--. .. .. .. , ~ !J'<-", · .... ,j, , I' ---~--....-I ----.---.......---- I '.. .... " .1.fiI'lr , - 'J' N ~ ~'tzl~' ~1<... I~~" " N VolVolVolVolVolNNNNNNNNNN----.---- - -u>co.....enU'l,J>.l.NN- Ul t .'. " 4)!.i I. r '11' , . -:::.. ~ N - 0 \..0 co -..t <THJ1 -:::.. (.,...I N - 0 \..0 00 -.... O""l U'1 -:::.. (,.,0..1 N - a ' <:;) . ,,'" 'I.e' , , c:: I (" ( 'It " 'I, i ' :,J ::J . N , ~ ' ,itl ' '.' ! r . . - - ' . . . "1 _. , ,'i, " - ~ - fTl;;O ;;0 - fTll> l> -100 - - - - - :z: :z: :z: :z: :z: z: :z: :z: :z: :z: :z: :z: :z: :z: fTl 0 fTl I .. J.f~-4.: i l~~'" ' I' .;-- I Vl Z Vl '0 )> 1'> -0 Vl Vl V1 ~ c: c: u-. =- r- G""') G') -t -I ---t -I -t -i,~ -t ~ ~ ~ -1 -I -4 z: < ffi .~ n~nO~~~-4~_tc:~~n~~zx~~~~~rTl~~~mmm~rTlmrTl <;;;I n -u. . ...., " 'l; fTl 0 fTl - " " 0 n ::I: ::I: fTl :z: <:> '"" ~ ;:0 ;;0 ;;0 ;;0 ;;0 ;;0 ;;0 ;;0 ;;0 ;;0 ;;0 ;;0 ;;0 ;;0 ;;0 ;;0 AJ'e:::> ~. .. ~ ' .1 r-rr-Z--ZU1U'l<:..t1-1 r_~~>nnnnnnnnnnnnnn);>' ~ < ;;0 I . ,..' ~ ' ~ fTl ~ 0 n n - - - c:: ;;0 ;;0 ,U'l ' -< -< fTl fTl fTl fTl fTl fTl fTl fTl fTl fTl fTl fTl fTl fTl , U'l =- "., ~ " .. i./.. -,,3 l>:> Vl -0 -0 -0 ::0 - - :> n -0 -0 -0 -0 -0 --0 -0 -0 -0 -0 -0 --0 -0 -0 Z -;0 : ,.."",,>.'-l.'~':..--""v ~""l"-"';"l'" 1 Z 0 Z 0 n n -i ~ ::I: ::::c > < < Z -0;::0 - - -t -t --4 -I -t --t ---t --t -t --1 -t --t --t --l r m m z4-'" I ~., fTl fTl fTl fTl 0 0 ;;0 0 0 0 , fTl fTl fTl l> f'T1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 fTl fTl o V1 I;;. ~ ~ 0 -I 0 -I :z: :z: c:: :z: :z: :z: ;;0 ;;0 0 ;;0 fTl ~ , ;;0 ;;0 ;;0 ;;0 ;;0 ;;0 ;;0 ;;0 ;;0 ;;0 ;;0 ;;0 ;;0 ;;0 0 -I :c . ~. IIflt c:);> c: J> -I -I n Z Vl Ul c:: ~ ~);> :t=-- m" -fT1 " . IIflt Vl_Vl-;o;::O-iVlVlU"to--Vl -I--l<./')VlVlV'lVlV'l<./')V'lVlVlV1VlV1VlZ :Z:f'T1 I . , 'OOC::-I-I-I-IOO ~nfTlfTlfTlfTlfTlfTlf'T1fTlfTlfTlfTlfTlfTlfTlmfTl<;;;l< - 0-1 . ~ <;;;IU'lnU'l,,;;o;;o;;o;;ofTlfTlfTl,~o;;o;;o:e:e::lii:e:e:e:e:e:e:e:e:e:e:eU'l- fTl. . f'T1 0 fTlC::C::C::U'l ~-IC::l>l>mfTlfTlfTlfTlmfTlfTlfTlfTlfTlmfTlfTl n X. · -I :z: -U-U nnn OO-lf'T1;;o,,;;o;;o;;o;;o;;o;:O;;o;;o;;o;;o;;o;;o;;o;;ol>- 0 :z: , , 0 -I -I -I l> ;;0 ;;0 fTl ;;0 -I :z: :z: --.-. _' , -,.':L - fTl l> l> fTl c:: c:: c:: :z: - - ;;0 ~ U'l U'l -U -U -U -U -U -U -U -U -U -U -U -U -U -U <;;;I - ,...., n .'>, , - - - ""{I"; r- n Z Z -I ::::0 :::0 :::0 0 < < l>> r- r- ('T1 (T1 r- r- r- r- r- r- I r- r- r- r- I I r- --l ]:> _'';''''",."" ,. U'l -I U'l U'll> f'T1 fTl f'T1 fTl fTl, l>::Iii :e l> ~ l> l> l> l> l> l> l> l> l> l> ~ l>:z: -< """'" :z: I~ . - - 0 U'lU'l-lfTlfTl:z::Z::z::z::Z:z:z::z::z::z:z:z::z:Zo~ ~ _ .......... 0 I III I 1(T11r- mm::::O::O . -i~ ....... -t ...... ........" ...' Z V\ -t:t>:>:::e;o :;t>);>P':t>:;t>l>l>)>pl>l>l>l>l>ml>:z -< ... . ~" ~ < .'_ .. V'l U'l -0 Ul --0 P --t -I fTl );> --0 -0 Z :z z z :z Z :z: :z :z :z :z :z :z: :z: Vl -0 ~ . "'~'. _.... , 0 XX r-mr-_fTlfTl :::o,r-r-cooooooooooooo y, ~ , ~_ m mm );>~l>r-;O:::O V1 );>l> l> ~ " ".... " _ 0 · -I fTl ...., :z: -I :z: U'l l> l> U'l :z: z -U -U -U -U -U -U -U -U -U -U '1J -U -U -U :z: --0 ;", ~-._"'..... <::E . :;po -t --t V1- V1 r- r- I fTl :::0;0::::0;0;0;0::0;0::0;0::0;0:::0::0 0 ....... ,,',ii"'" ....." fTll> . - 0 ::Iii l> l> 00000000000000 :z m ~ ;.;...: ;j.'S:''''''~'''" , ::::0 _~. tJ..,I r- N-)>:2: VlV1 -O~:Z:Z""~""""""""""","""""""~""""''''' ~ r-"'I .. Z . l<."".,,~,;;.~..,.:~ -..^....v"" 1 ,~_.- V1 Zt.l1 rT1fT1 1:::000-------_______ '--' . 0 ,,<) ,....'...." ............- .._.,....~_.- --- , 0 =E;:lI >lI1 Ir-r-r-r-r-r-r-Ir-Ilrr- l> m jjJ I'" 'h" '. \\ ,,-' fTl f'T1 :z: '1J -U fTl fTl fTl fTl fTl fTl fTl ...., fTl fTl fTl fTl fTl fTl :e X ,. ! In" 't t.... 1.:- ...,. . Vl :::0 ::0 I ::0:::0 - "...~S$...,;.l;..#JJ:;:}.:(...O " fTl VlV1 l> oat I I I I I I I I I I I I I ~ a a ,"",;14 J' -, 0 ~ :z:-U"" ~, () ;d Q) , ',<-, (~ -I -U -U 0 ~ - - U'l U'l U'l U'l U'l U'l U'l U'l U'l U'l U'l U'l (/\ (/\ ~ I "\ I"" 1 - r-I );>1r-.:::x:X.:::Z::::Z:X.:::Z:.:::x:::c.:::x:.:::x:X::I:X::J:- . , I ~ ~:J .~ '" 0 l> ~ -U :z: f'T1 m fTl fTl fTl fTl f'T1 fTl fTl fTl fTl fTl fTl fTl fTl fTl a :0 _ \ /" '- '. :z: :z: :z:;;o fTl fTl fTl fTl fTl ...., m fTl fTl fTl fTl fTl fTl fTl $, /. v I <.I"l <:>.t> I I -I -t --t --t --t -t -1 -4 --4 -; -I ~ -I -t ~ f"\ ' · l> l> " Z ..,>) 'I, ~ ZZ -OVlVl-----""OOO-.l<T\U'\-:::..t..-.lN- 'r:..,". _?..-------- 00 r- :J:x~LHN-a - N - ~~ '- --0 Z rT1-orT1fTl ~ ' c:: l> -U -U ;;0 fTl fTl - n s:: -U ;;0 ;;0 0 -I -I (f) ~ ~o 00 " ~ ~!"':!...::::. ...."., _N- ~. ~ -- r- ...." V1 "",,[T1 I' JT1 c:: 00 fTlfTl ~ ,0 U'l:Z: ~ r- ~ -t-o I I Z (J) (,/1 < l>l> Vl<..l1 o g U'l "-> N ~ ~~ ~~ '>1:\\01').118 '11.\01 - ~ fTl -I 0 fTl fTl \JI"l1 · '1" v.I en :::0 Z ~--t IlC."'] , l'.JI'-' ,J>. l> ;$ - ~ 5 en ;::: N - 6'1 :5 I-iV II a3385 :z: f'T1 ..... (] 3 ~1I.d Vol co :11 0- l1'I 3 z - ;C .)> CD 0 I 0 ... rn " ,., ::!: (j. i3474'cor~I-3'1347402.dg~ CATE PLOTTED . 03~OCT-19'37 . + CADD 01 - R I l> I CD I " 0 - I m I ." I Gl i I I , ~, , , :D m ~ < 1ii (5 z (f) I , ! , ~ I , , EJ ~~ H- , V1 D &. I -'~ , il CJ i D 0 ~ -,.,-, r-l x , 0 . q e ',/,0 0 I ' co C5" ,~ I~ .D I , ~ x - ~ L..2J "" ,', I'T1 , N N , " >< , ~ "" ~' ~c n n, 'Tl V1 n ......... )> I , u CJ ;::: '-" -4 -4 n --; < 'Tl 'Tl ,,-, "J V U'l ~i ;;0 z~ J> X 'Tl :r: 0 n< 0 - n< ;;0 C ;;0 >- - r- X C 0 0 0- --; - z ;;0 z n z Z r- P. Z P. ::u I'"' - "" ---i z r- n V1 n C - "" ,~ - - c> ,.,., Z -4 'Tl < n n v' 0", 1'"', I , V1 -- ::r: -4 ;~ o:J 'Tl 0 ::u 'Tl ......... , ,.,., -4 r' V V1 n --; -4 :;lJ '~ ---r-r~ ::u --4 C:J - n< 0 'Tl 0 - ::r: 00 - :;lJ :z: r---.J--< Z :r: 'Tl ....., P. r- oo 0 ::u n --< - z GJ n< c> 0 '::> v u --< '-', - c - u z: :;lJ C n -~ 0 ::E - Z -4 '-', -, 0 n 'v' x; p. - 0 :.g I - n ~ 0", ;::: - - Z 'Tl x; ,:;'I V1 n >- - >- r- ;::: ',-, I -4 0 'Tl G"> ,,-, OJ , - ::r: -4 -4 Xl Xl co :z: :0- "" z: r, Xl Z '- rT1 < ' Z ::E - - - ;::: x. m T'1 - ~ n< 'Tl '-', v' Z p. >- ::r: ::E G,) '0 C -4 0 "" - ~ri~ V1 n< r- - ,,-, 'Tl r- :z: 0 ,,-, ::r: - -4 r- - --; I'T1 en r- G"> Xl ::r: (;') ::r: :;lJ -4 '" z: 0 CT'1 - "'= :r: ::r: :z: c> - '- r- l> -, (;') 0 z :z: -4 ;::: rT'1 p. c- p. v' ::r: p. z 5 i ~ ::r: -- u --< -4 0 r---.J - CJ 0 V1 r- < ' - r- ,..-, - r- ::E m i 0 r,-, o:J Z 0"1 - _OW__~_ :z: N 0 C ;;0 f'T1 X ;:: 'Tl CO o ' I n< :;lJ - )> I -< m ~ I , i I , , , W :D m , I - C> ~ z I IJ r- - - - C> I 1> Z n ;;0 z :z: u V V U'l i , 0 - :;lJ ::r: :r: )> , I -, - z: V -4 CJ 0 1> I'T1 'U I f'T1 n< n< 'Tl p. 'U :;u XJ en XJ XJ X U en en 0 -4 P. 0 f'T1 ,.,., :D i p. n XJ u ;::: V1 J> 0 r- f'T1 C f'T1 n 'Tl - < CJ 0 - I V n 0 CJ - m V1 -4 -4 :;lJ - :z: V1 I'T1 0 f'T1 0 - l> -~ 5:: V1 0 ::E XJ 0 c> -4 0 P. 0 - GJ 'Tl f'T1 C )> Z 1> :z: - r- rT1 XJ - XJ r- 'U V [0 n V1 ::r: :z: 'U r- - 0 0 o:J Xl I - r- - 0 r- o:J 0 0 J: Q '. ~ <./I zrT1 OrT1 m .- rT1 U'1 o _ "," '/ ~:Z-"""'CT" co ~v 2!t. - 00 ~ ",' - ~ "'" -,:) LN rT1 Z " 9-m-'", 0 ~ -~"""~,,,-qN~~ _ 'i~ ~~_ mo , 0 -. _ _ ~ < . 0 _ 0 ~,. 0 N 0 ~ 0'" '"0 '" '" '" ~L ( " \ ~O n~ . ~O"-",' ,,0;; '0=00- __'. . '''''0''0'". '" C) _ji, ~8 n P~:;j ~ ,;" \ -~oo~ "" __ " "''' '0"' -" '" 10'" C) 2! n , .J ~ ~ ?"_ '" ~ '" ":;J 'k. '" ": N N ____, /_ ,,_ ql > '" N n - , ~ ~ z I ' _ ~_ ~ . 0- ~ N n 'V' -<l N ~. +, ". _ _. , '" - --, ~~ ,-- ,~. 0 ~ ''',- _. ~~ , _ _,' CADDD'-RI 0 0 C) COZ ',__k ;:;;0"0 ',__-- ~~" i'\"'~ ~__<""'. "'~_I c, "/ -c:"" ;;0 . -t "", ) ~ ~"'\ \ CD ~ _, 1_-- \ ," ~~ - C) ~ __ _ r I ~ 0 __ ~, I ,'--' ::.~<' N O~~ , 0 ~, ~ Z I .' _', · ," 0 Z Z CO, ", , . ~ 0 . " _ _ " " X . 0 ~Z ", r: ,'~ __ ,;;.~\ ['___ " . ~ -, , .. ~ ,'~ - .' ~ , , , ~ - - . - !;1 ~ ('; 0' l" , C __ ,--"-,[[ I., \ I '--- · f'" ""._ ,,\ . ,__, . .' . . , , "" , " . ". \ \ ,. . . '" "',. .< . . .-.- -- '-'- '" ',,,, , ; ',/ \ n.....''''- '~\ \ : ,. ~ , , '/ . " " ,~ '. ~ ~ ", . m " ~ .' ___ . ~. / '\ rT1 _ ,....._' r'\ / < -p . " \ ~ , \ ' . ~-'- . , \ \ ' . , ~ " " ~. , \ '\:z: '\ Z " '. '0 'r' · '\ \ '- -- "', oj " v . -- , ~', " - '''' '\ " ~ ,v ,"" ,__, ' " . ',' , ' ." I '1 ,,'.. '. H" '1f"0 . '.~ \ __ \ '. "" , " .. ' \ \ '" " -.', 'J \; '~...... 'I .. ", - . , , ". , , , '. . -- --,.-.........;..... ... J " . '- - . '. '. O , .._ "-"1 '. . , .~. , '. . '. "'--~~~ '. , . > - '- . , . , . . ;,~ ~~'. "" ". Z , "'-..___l>~~ "'. " "- " , . - ~. . ---- " , +n. _ . , 0_ . ,., . , . _ > 0 ~ . . '~ . , , ' ~r . " . ., ' '. oc. " . . . ~ . . , o ~ . ." ....... < " . m . .. ,. ~ ~ . " . ' 0 ~'" ~ , ~ 0 · 00' <- > ~., -- .~"'- ~.!! ' .... ".' '., . ". ,~, @ , .. .. .. '-'~~. . .~~ "'''- o '.. ,,__ "','.,, " . __ __ . ~ -.. " -- . o . . " o , > . - ~ . m . ~ . - --0 . . ~ . o . ~ " . " '. .. . . . 'C) . . "'-" r---~ _. . . ,. "" I . ". , '. - .,. , IOWA RIVER !B 2 : , '.. '.. ' -~ tt "", · " - oc . " . '.. ~ ~~. c. " .' " m~. __ _ ~ '.' ~ · { '"4.. ~ . Q . en , ""-d-' o l. fT1 .' 't:. <./I . ,) . ", ---< , ;;u . " _."-~. "~ - '---. ' > . - ." " z . " - . , . . ~ . O' , :D C"> '" :> 0 " o '.. . ~ . ," . " -~ - '- ~.,~~. .,:: ? ~ . "', ~~q;;-".~" '" '. ~ 0 .... ".":. ~>>i';';".~,."\;< . , < . . , m , . o . n . o . :z: ~ " a . , . C ',...... "~', n ". ~ .', '~, . ~ · 0 .'" ~. - . ~ . ~ . .., . r " ." 2 . ~ - . O>>2gg v: " n >Hm>a . ~ iil:o:oo~'~ " . ~ I 0 mZm ~ . __ < ~ 0 LO ~ ", ~ 1301 ~ - · 0 h · h ~. , . __ ,~ · f'frf'b_ n ~.;." . ~ ..'" i F~~~~ir~ ~ ,. ' " ! I(ll(l~';~ 'l::; ~ ; ,. ~. · n~.. ". ~_ '" .., . · <x '. ,.... ~ ~ m N_ ~ '" ' , ~O. '~~,~n. __~ "'1';'00 ~ ' ~~. , 00 ~~ ~~ ~ '~o ~ '" ! I rrr _'" . 0 mz iJ\.. ~'" . ~~ zg ~~~ '" . .. '~'" · -0 ~ . ~. .. . " N ~, _ -x . on~ ~ _. ~ ' '" -0. <5z z~ . z~_ ~ qo:~ ~ · - . · ~ 0, ~ -t Q 0 . . < ~,.. .., ' · . ~ - -m . _ ~ ~_ . "" · ~N ~~'r~ ~--. 9 '. '" 00 --~ ." ~ N n o~ ~. _ ~ _ ~ o 0 ~ " ~ m _. 0 . ~ ~. ~ ~ < Z . . . . ~ ~ Z .~. ~ ~ 0: 0 . M.ArC LN'-"', -t fT1 co.. _ "t/ H LINE Sr , ' .... <:> , ~. ':ti A "'0.;' 'j" 0::;;- '" ~~ OR CONTINuAl/ON SE. . r l:; 00 E OWG , fT1 . ;;Uo -t <./I- . > Olx Z ~ -N m m~, . " . . . Z ~" / > ~.- g :';;;J / "... \, __ .\-.:.>. \\, \..// I' ,,_,"', Z .. '_. <' ' :> , , , 1 " '. ~ (f) . A' , . \' ',_': __ ~ -j '" '... , . )> . -, " . \ ;= Z I \ ". \ n ~ ,. 0 > · Z ~ ,- /'--~-" '.. \ "" ~ · m / " , .~ - -< , " ~ Z _"'. , ~ ......, -.. /', \" \ n "" m . ~ " Z 0 ,,,_. / \', <3' ......,..,.. '". o " '_" '" . · ". '\ .' "'\2'" ~ ", rn 0 , " , , ", .m . , '., . · Z , , ". 1 , , . ~ '^ \ '\ .'; "~ ' ~"'" '""-'" ' W '.. _ , > C .., \ \ , , , . "I /_, "., ';'" ~ """ · - l> , '. 'I .. - '., "Y ~ __'" l o · V1 I '. , , '" ".. .. · · ~ I 'I'. ,.. , 'W ,'. " , ~ ~ ~", . ',. '" m )> I I · __ '" _P.",,,, "'" ~ Z V1 : I I ' : i , 'I ;0.,. \ J"", "( .... """ ' 'i · _ 'I I I , )' , ) \ \ I\,j\ '-.,'~, \, "-... ,. ~ -0 / I , ", ~.,~ "'-. · '^ '" , , '-" , i 1 ... ~ r W '. ". ',,~ > " --. ,,V' . !. " ',.' . "" ".' , .- Z I, , \ ., , '" , ~ L-. " , .. ~. .' "-"'<'. ' - . , " " '. $ V1 I I ( I I / co '-_'" '''~ ~ 'j "..\/~~,. ~ . . " > , , . , , ..". , ~ ~ I J 1'1 I II v.~ ' I 'I ' " ., < n " 1 ' , h" ,. -i "I "" " · Z ,," I" r , I ", > C "' 1\ 1 A-!.. , ',j",." .. g :u 'j . '1', 11,,,,, r ' " __ ~ ,.:) !,"/ "I \ ~ G>.o- . '1..,.:. I I / :;:0 ~"" j1_! i J' .'.,<, , \ l> ' h,_>, 'I i \ " . _ o ' .,_.. '" ,_, j I ", , , -n _ . I ............ ' ", " - '. '. , " - -- ~ '~.... ..,'.. '", - ~ j ,-, '.. ", r ~ G> /. "",'. "" , :; '; '~.,>' '. '...., -" ", I -0 . '." ~ - ~ -0 ," "., ", ....' -'-' .... , n " . <',><> ", ",. / I - - r- ". '. I '.,. ...., .", I - , """ .. , . ~o l> · '., '''" ...." , '" 1 m ~ "" , " ..-.:., , ",." . ~ > Z ".. 1 [ ~ ....,.... ".', " '. '"", '. . , , _ / Z 1 _0 ", "'.. . .....'-." ,,-" '~"." _ 'I <;;> / ' ". " .. , z- "''''. "" ", '" ='- ' '.. ..'...., . . ". '.,~ ~- " , '" . -~ ,- -.. "', . "?t!J" , -'-, P' - ,,_ ',__.. "', ", , ~ · i'l:" ....,. .. ".", ' , -; ,I' . . '::0 , ''''.. ...' ... '. . . . ..... ". "', ". , , ~~ " "'" ',,'. ~.,."..." ,,'" -', ">~:~',,: - .-..: ' '. ...... ~': .:.- -~>~ ~:'" . .': ':.<< ,,':5=: . .... _::,,:>.:=:=",,~: -"----, "'''. ~ '" , '. c... "':~~:'~\~'iS;G 't i" .......'v ,,':<_::>: . :." ,,-".. ", , ~- ~ '" Z 0 i'i_ > V1 m~ r ~ ~ -n .. - 0;; -; '" --= - "- ' ~ N-o ~ "", "" VI ';; 0 11.00 ';l z.~ ".00' ~ ~ / '. 7 -- ~ ~ ~ > - I. z "~ o -i ~ 3 "n I C ~. ~ ,,~~ ' :il :u '.. . .. ~ ~ '" +00 m ~ C ~ o ~ ~~ ~, m~~ ~ ~ ." c~ -x ~ n I :Z::Z:rT1. ~ ~ ~~ ~ o~o 0 ~ ~ ~ C-. ~ ~ '" """- ;;0" I cJ:) rT1'VI<n . - ,~x o_~ '" :u 0 ~ ~_o~ '" ;::: VMO"AllO VI.WI z , _ Iii:. . z: '1l~3IJ ,\,11:) - G> , J 6 ~ :6 WV II 93.:1 S6 .' ~ lJ:r1I:1 i z OJ . _ 5 Ii r- I 0 · l> " ~m Z , ~ . ,.. ...... ~ '"""~<./I · 7 . ~ . .. - , 0 8 0 o :0 m - :< ClI - > . ~"1'414'eonl-"'341404.dgn DATE PLOTTED' 09-FEB-1998 JIL IJl I 0 I 0 .... m I " I G) I :I: CADD Ol-RI:> I . . . IT'> , IT'> , IT'>' 'O"I! 10"1' 0"1. 0"1' . .,,"',' \. \ ': '", ...... ~ ~ ...,. ...,. ...,. I I I ' .... (/) m Z o - N ,LN. ~ Ul 0"1 \ ...... ~ m X - o 0 0 0 0 0 0 ...... V" fT1 Vl ~ . ,~#. . --' ---i . . . . .' . ',' .. ..\.... 9. 6 ~ - ~ , . ' !' "" '; , '." . ... .. . ., ' . . · ....;.. \' (" ;--> ~;-~ M ~ ~ '-'" J> .', .' , · '. ' . .,', ........ , ~ ""fT1Vl(/)"Z-; '-'" ~ ~ . , ", .' .... ~,. (<' 0:<:: -; n _ 0.. : ~ ' ~ ' ., . . ',' '. ' : . ..... '..~ ~~~~~~ 6~.. <; ~ , . . ' ." ,V" -;7<l>~::r:, "'-U . ~ : ' :.. · ..' : · ' .' ... . ..',.......... ,'.. , · .' ..'.' , ,. ." .' ....., ". 'f>' .>; ~ ~ ~ ~ ~ ~ ....... ---..j; \' (J> '_ .. ....,. MAlcH L Nt; )IA 4+bO.,.IFOR..CgN N ATlON Sf.I~ ~WG3. ., ' .' ".. . " \ - ~ ~~;g~~< ~~ << .A. ,.. . , .. "; ;(~,. . . .', . · · ,. . .. ' . ' \, \" \ ~ ~ g ~ ~ fT1 I 0 U1 -; "'T'" . . . ' · . ' \.-<\ -ul>-;l> fT1 ,[<:1--< . :'Ci) cp. i'. ,~ 0 :;0 n 0 0 :<:: ~ U1 "t Cf'\ n " , " .,' rrl' . 0"2 , · , ' . ' . . \. - //?' o8;ofT1~< rT1 n~ ",-", o~" Ul.' .. .'. ,.'. '., '. 6!,'_o<::> ..,.... .' '. .... '... ..,. '\ ,\" .----' ca S_ ~o~ CI ~- e oQ q~;:: ,:t. . . ' .' ,.,." . _ , ~~ ..,... ' , , .' . . '1 .'--- U' ~ g Z 0 ~ 0 -l ~ P , '-' ' ......... 't: '~.J('...-, 00 fT1<Z ....... fT1l> o C) . . ~'~. ? '1 \ r a -e. · C6fT1(/) C> o~ ' :Xl " --.J ',:;;-"\ V" (/l::r::Z U1 }> . '. I, I ....... ...-' ~ p,p -;l>- ~ . . ,c{~ · '--- , ,....." zO' 0 U1Z Z . STA5J-43 ' . - 'r---, \ " ,~-< o-u, l> Z - fT10 , , . - - - - - ~ - - - - _. - -_. - - - _ --: - - - .,.' - - ~ - ~ - - , 5! .' "\ 1 ' Vl fT1 CI fT1 lL-J " :;0 " , , ,0" ....... ' . ',\ J"! n co,....." 'oQ -;:<:: . ' , ,~ l> O"fT1 " Cf'\ -J> ~ .. . f.UtM.-!_ ---.-::;.x-T . '..... -.........~.. ................ \ \ ;, .. (<" Z 0;::000 rT1~' ~ 0 10, jl ./".- '. ,ZI "'fT1Z-U:<:: c?" 0 ;;.. U1 q!Z O ' . " ~, "" -::r: = n "L-JV1 ,,.. . . , . -; 4~ \ 0 N Cf'\ ~ 'c;"\ 0 -; L-J - ..., , . ' < ,'. ' ~o ~ N - 0 VI ~ 0;:: oQ , e:: .' ....' . . .' " 'i' i ' . fTI ". " '. ~ ..... \ 'T A ~ -l 0 --4 n cr -0 -; l> 0'-----, . }> 0"1 ,. . i , ,. ".,,;'., . . .' ,.. Ri ,m:. . ': ,. . " .::'. '... . · r:E,....' · ,. ". ..' i '. I- ~ \\ N ~ ~ s:' - r ~ ~ ~ ~ I ~ ~ 6 · : ' ..'.. .. , '.,. :, :1'. ~iC!. " .,' : ' '. ....' , ET,.' · .. ". . ....;.; : i ''-.~?'' ~ ~ : 8 ~:: ~ ~ 0/ o 0' " .' "'~, . " . . . 0 . .', , ~Cf'\ ,d 0 ....... ~ ' , :' ' ['. ':' 2N,. , " . · , ' " " , , ., i' .... .. :: I ~~': : ~;ti ~ ~ ," , . '.1. .;,.. · . - : · , .; ,:.. !.. .'.,.. ...',. .. ....1 i . , ! 0 1.' : ~ ~ N G"l( ~ 'ACJ~"'" ;;1 ". ".. '..' ........ ..... ..., '.,' ... ..... ..'. . I I', : . I ~~ \.~CJ~ ",,'..'..,...... , . · · ' .", · · i' . · ..' I "\ t,' 0 -; \ \.i\\~\ ~ ',' ~e> :' .. ' .. I' ". ; " , ".', .:,. I... '.. 1 "r; :' fT1 j\.\\ 11'> ~()" \. \ '.' ~X1 " ..". '. . , · \, <;. 'j I .. ~ -.J .,. .........'.....'.." .' . : · '" . .. · ", ,.. [. '.;. · '.. '.,' '.... ,1\;,. , " \\ ~~ 6, .. ...' .... 'i" ,"! :1" .:, · ,j, · ".;, '..'.. · .'. '.' ,,'...... I~ I,;. : ~ ~ ; , W 0.:, ,'.. :, . j;' .;:! ,Ii,.' '" ,i ": ". I..' " .' . I, .. \ Ii '\ V\- " .' \ ' . '.. '. , ' ~ V\~ , , " , . , . . " ,.' ' . . ' . . i ' '. '; I ~ " Ii' ~ ~ 1 . :' .. [ . i:, '.",': . :: 1. ..' I , ., 1 ' ".' i. · , .'. i ..: ,~ i \ \! \! l ~~~ " . !:.: " '. ., ..!.., ,.; '[ .. 'Q .... ..'.'". .. ", : ~ .,: . . \. \1 ~ \. , ' .. ' , ' ' ,-: 'i /:;0 "." , l I,/') .' . .' (/'l n 'n ~ ; '.. . ,. [ , I . ...' .,.,.' · ~ ' , . ' " .. '! C6 >~ j ~ , ',t \,. _ .:x> 00 ' [i I .. I,' . i .!. ,. .'. .. . ~ ...: .:. ' . ' · ~ . '.' ' .'..' · !. '. ,/ : g ~. . ~ " '> 11\ \" 6 ';',."1.. ..;....,: .J',';:,:' 'g ..,.. ... i" " i'" ", ~ ,~~I .,>. o <:'> C) . -b OJ .. ,"',' I ,'. ! ' ." '.., ' 1 . a ':.' " ,', '. ,>r . 0 -; -; n '-" m fz:./,. 1:1 ,;,; :D l>>o .....=. m ; t .. : '.: ': _ ""..: Z rn U'1 :I: ::0 :::0 _ I ~ 'j_ ~ <:'> ' ~ g . ; ,! " ' , : ~ .. . , ,- .;,.,. '.. i '... !', ': '< " e; q Vi .:: ~ ~ ~ ~..,." i ,'//i Z l~ ,. 'i: .' . 'I' .'.,' ,..i. ii' 'Z " i'" . ,',. 'I."'" ",: i, i: / m, ,::r: ~--Jr3/;' I' " ; '2 ~, ..'" .,' ....;. ~,.': :. fTI '. · , .. '. · ' " " "(.::;;, ,//" ~ g ~ ~ 8 ::3 2 ~ " /' " \, ~ ~ "~;:.,'. · I'. " 'I'. ,I. ..'?, ' [":y( ,.....) .:: .. ,"'I ['[,',:: :. "I" , ,'i,;, ~ . -;'Ci fT1:::: ;;,;-->F, ';.1 ," ; 1:31 .. -0 J., ,', .' ' I: . '? . ".. ' 'j"1 '!" ,I ' ~ I.Vl -; 0 00 Cf'\~' 1 I · I~ f ~ fT1' · ,', .,-..,. ," "'.,. . ' ,~ ,-< Z ~ N · 'I ' o : ~ . ' . ' " ' , , ' , '~ . . , . ' , , " :, '.' .' . " " -< ,'~ -om i . I i /1'\< ' . ~ N' . · ' " . " . . ,I' , . . ' : '.' I. . ' ' , ,", :, \ ,',:' i ! " I " ',';- '3 ' ,.' :;0 - ~ .. i "I' I .i'~', "';" , , " ' ,.,' , 1" · , "." . . ' . .- n '" , I'~ o " ' ' '. :, ' :', ,I": . ',., ' , " , , , , ' '. ' , , . , l> ~ Z I I' , , }> U) .'. i'" Ii,... .' .. :,.'.. . I:;, 'j.'.. , ." : · · . · ..' , . ; : j , ~. 11:,,/ . 0 ";,~ , ' , . . ' s ,~o " ,',I ',/ .' ,\ I) t 6 :.: :.. : I '.,' .:', ::"', ,.:,.. 1 '. ", .:",' I::. ... . , ) ',.-l! ' a . .,:.' ,'~ ~~ ,/ ,(I ,,' ,.} o 0 '.,';; .. . . , .. ,. ,: ]" I . ,". ' ' . . :., ,. i ! ,.. "1:": 'l' , ' J " "-"' r ~o I I ' . <> ~ :;, , !'. .' .. :: ' :, , :! ' '; 'I. ..' I' .', ' ' · .' '.i' - .- , --:: ' , '. , '. ' ~:2,' '/' ! " ',.,:i : · · : . ,'. . ' :' " . ;',', .'.,.'., " , ' ": : /' ..---- I - '" '-., , ,f i ' ' - , ' fT1 I 1 , "I ~ ~ · · .: ;:' .:. ,[ I.:.,:. : ii, I' .: I ' ... .;.;:: · · i:' · · : I : · ..' ;;.. ';', :, './ /" -:./ I'; '" 0'" F ;S ~',.c:"'- fI fT1 Z '@ ~ ' . ......,' '// / .'.' j. ;;1~ 'T ,'. ], " . .', !!'j.,' ,"', · '. i' 'I":i :,.:: ....'.' :.. '.:'" · " ~'.----~--':.//", '''10\ 0 ~'I-" I ~~;:;; ~ ,,' './ 1 ,'.. I'~'-..i, 00 , '. " ' '. . i " I'" " ." , '. . · I : .' " -.. -- ,- T 0 No' - , -l "" /I Vl I /, , I . .' .' : ' :.' . 'i ; 1.':' .: : ::::'. :.' '. -'-. ' : '. -..I ~ _ __ . · . ," :,' , ' ", . ,':' , ..' " " ,. "',:: · " " ' , ' :; .' , , , . k , " '-., '" , ~ ..,', ' Cf'\ '::] en __.- _ -- -_ " I" / I ' , '.',l 0:>,. 9 o~ 0 j , : .. '.' · l". . ii' , "."'" " ,:': i''':'1 : " I "', ' i' ." '" ,. ' I i t.L~. ' ;' , '-'" w.~ .- - -. '-, _ ---......... _-' - ,..'./" ! i.l "):JI~ m ", ."" ':, .' : ",. .,.', : 'I ",' . .: , , ' , ,'<OPrtiVl~.....:~_ '--;--" fr::rl ,,'..f/ /' ,<) :is '" .... '" " .' ' . · .. .' , ' " , , i .' ~ -;, ..., ...... ~ ,. I ' ."" nt 0 ~ ~ _ . j:' .'., . : ' ' . ' , ' ,..' ',. '.; , i : :. ,,',' : ' . , . . , ". . '.', i . r, I <.11 0'- ---(- r " ~ ~ J> '" ' . I : !-:' ~~a~~ 0 :.: .,.1 . .1,...:,....,i .i " '. ',:..; ..,...: I! :i..:.. .,:..' : \, S>~?l("" ~ 1\ .I,' /. : ",(, 00 L + .'.. .,.. '';;,'::i i..,",l' ,.. ," ;'.:. ::,:1',; "i:::' '." [.;,. i;: ....,.:'0;:: : J~! ,~6' W' t'" ,',', '!\~ 1 I \:.f; , Q1Elne\..~ ~ ',' '. ',:' :::,'.'.. ,. " :,.', .:, " ,i.: i..: ':"'j' ," ...' ':'.' ",': ,,""'):>; , I "')~" ~"(' rW ", ,'.. I ... " J' .ii' , ~I'- ~~ '-" "',',,.. , ,.' :' , ",'. ,. , '.," , , ',' . . ~ - "', '~'. .. '.. 'I ' '..' ~ '!Cl!lO"""" ",. ... ,',','.', .,".,..'" ", " .... ,'...... '" ' ~-,., ""~\ ',-, I ' , :.. :. ": . ;.:';:.:.::'.::':"; .:......; ..::.:.... --. .. ~ I .'.. Ii"': : ~ :..c -< :' I .,.' '.,' " .' ,.. ,. " :: ' ' , " ,'., ". . . , ' ' . , ' . , : . ': ,.,': ~ , 1 ' '"' , '_1 ..' . ' " /'1 ' , 7,' rTl ; . . j ':'. . . . : . : .: ::'. :. ~::' l' l . : ; . : : : ; '.;,. : I : j ::.; . .' :: . . : .: "I .,.,' .... , . ~ ~ ", : : . '" .,..., '. ,.' .' I . . /\ ; ;c gr : , ': "i ' , " , " "" ,'.', ' . ". '" "'. ,..," , . j:" ".' '. ,..,., '." < ,< " ,... n .. ..' p.:r r ." ' /' ~, .I ,\ " .l' : ~ r !. 1: i. ;. i:::::' ": j": · j:';,! ',.' T !: I. Ii:;. ,.:. Ii..' ..' i.,:' ...:.... i,,;;, Z r i '~'~'"<':;'''';''' fl ! (' ";>;;.) ,'" """"., '~:".. ,<, "*; ,/1 \ ,,' } ", :' Y , ":1" 'i":"j' ,;;,.. . ,"'1".1' . :. ..,!i:'" "'i"": :,::.". ".'[i,' i.' ii';L. '" \<::9<~'Lb40- ,f::'" '"",::, "",'.'.....'." . -r'"'7\ '. I ""I \'\ ,'" I ,0" : ':: : ' '.:',:::.::,. : ,::',:,' . j..,. ::: j;';:: ;:,:'::.: ::":'.1 i:;;,: i' ;.' i':: ~ ~F,- ':~.. ..,1. :64Cb ..,:,:,::,::.:,,:',;,.:,:..'..c '::2-.':',:'."" ',~''',' , I - r.- " \ \ \ .: ,: /j :Y : :.'. '::. 'i:",i'. ".,i.: i ...':i:.. · ',.i.. :1::::'i: ili"", ,','::":,, i:i':i "i""L "..........,'.<,..)'.".";:.~A~ ' ....,.. ',':i":~:',,,;";,,\,, ,\; ,{ : \ \(,....) , .iJ ~ i!j! ;j'j :',t.:.! 1:,....; ~":'i ':. '!:':l :;:l::::j 11',:".. ;j' '..:" .': ',: ';'.'N~.~V'>~<s~';/'" I,:"".",:,'~,../..,.-','-:.':.",...,',., ' i \\ \~:' ~ i'if O !'., .' i , . ,.'.,. · '1~' ;" ' : ,i., ':""- ' · ,', '::' ~' , " . ~ ",.' '", '.. / ",,', ' , .', ..... --.,-"'- ":'- .f- -:,. 1 '-1-"_ ~ " ' \ \ '!' ,I , '. " ' , ' '-11' ., , ': ", , J.' ' , '<:> '."" ' , , , ", / ..'. . . '--"",...-' -", ... .. , " ' '. .:t: .:. ; i:; ': ': ' STN 1J+31J' "V:',::,' '_ ". dl.~'Tr~ ,::,,1 ~,...~.J~~C' :-ft"..., ~\' ;',';0 ..,...., , . ", _...._.-1.-.-. .';".-,i. -~,,-., r: .....:'.: \ . ~,' '. ., \ \ \, ,,'. >! j' :. ',:' .,:' '1.'L1~~._,_!";..., ;-,...;.~....-r.L-.-:-~., ~""._---'" '-S:l-"'--~. '-"',:!"rl :!i,: ,1;L.... -~ --,'-' ': ., ; 1,: ,,; ,", , \\'" ",j'{i ,; .,."", . n, ., ,,' . .:-..::: ~ ' ,i, i' : ":. . i' , ~, ' " :' dr' - c' ,), .. . '.. " . ,J., , i i .i: I;;. ii:.::':i~f;~T.A.;..I.\.i4j~;,L+i-, -i..l.-,-,., .,:'::JlIJIlJ'..~:... :,:i. '~'\ (' , , "'l,,'/ ,;,: ,>' ,--"-, ,," ~ I II :::f.zP.'i , 1:;' :'i: T:: ;: .:'.'[: : ',!"r.'- .: '.,;'. Y.'.'.' :':.:<il~'~.,". ,...'~ ,\' ,\. ,',..,. .:-.----:---:..-.';::...-'i',' ~fT1Z.. II,..!!.!;": , .. '.', ,... .. .. " ,. ,.' . J' . c> . .. - ' - ,.- -, ,U'l' ! I ' ..,' I - ' . ' ", . ' , ' " : . , . , ,'., ' , '. :, · ' - ~ ,~ - .. ..' -- - -- -- ..... l' 0 - < U'l : , ' ' Z :': ';, . . ..::': ." -....: : '.: : .' :' I..':"" .. .. ---4 .' MI''''- . _ ~ . : _'...... : I ... :.:'-,. :::. . . . m: .' : r"'!". ..: _. _ ..' . ..- '" - 1..1:>. ;;: · ' , .. ,.' I.:, ..' , .. " ,," i:.. . , " · '" ~, ':"':' <5 ".. ,-- - - ,... k.... --- -- : -" ,a.. -- , \ ", "~ ~ :' <..Q ~ ,-",' 'I I ,.- ': j ii ,', : : '" .. ,. , . ' .' ':, ~. ' , , ' . , "", '. .,. I' ~ - ,: ' ' ,. "" , .. ,< . ' - -- -- - -- -, -"- .'" ,) ), ~... .- . -l ~ i "'" ',.. :D , . . :..,., ", 1".)" '" , .' ,......i,.. .'! .,. ,'~ 0;:: .",' ' "'. ~ "".. ,__ .,- " -",,,- - .. ".. __ ___ --- m Z ::0 :<::, .. . - 00 U'l' "..' / <, z - : .: . I ': .. j : ..: ~. :' : . . . . : ; , 'f1 "! I : : : : : !': t .. ~ : . j . . j i ,,/ . ...... ~ . ....... """. -" . __ "......l; I - :e: . ".... .: I'" :: ""j.. ~ N+ :,", i';.,;T:';'!'l .,'" "ii:~:: :::.. ,~;g:,'. .';. ..:.~.- :t',:::. ,:.i,~--.;-:-_'--;:.--.oo~z--<' .'-.------- 'LL~~O;::VI" ,,.-(",,'..' ~~~j ~II,-' i!i,!//' a ' :. ,j, :.,. ~ : .; . 1': : ...n: . .' ~ -- ........ ... ,! ___ I' . '" ..'...,... . I '-.I ~ fT'1 --i '~,. .. '""" . f 00' , : .:~ . ~ 0.::: ;,'i ... ':.:: :.;'; :: .ii.:.""'! : :::1:. !~~:ji" .:;. , " :,:;;,:,' :'.'.1, ':jl,:"'.J>""'~i' ~~ -~ -, .', '.. " -l,~';7?,.' ',. ',:', '0:$:'" ;" \\ .. ,.'//'{;: ,... C) ,... ,. i . ',' '." ""'" . ': ' " '" ' ::O;ill i' . " '"" ' ','.. . ' ' , , ' ::C ""--- :;0 9 - --J V) -; , ~t;H!jCf'\ -, .. 'm' ,', " ' , I . " . ;:,' ' .'..".." ;:.. . ' ., . ",. . ,., ~ . ' ! i ' :,' '" " ' . ." ,.' - - ~ , - ", ~ ~ .,~ " \:' "":,' O .. .. ", . .... ..", '" . , , ,,-, , ' ' ,,' " ,^ m ~ , -l U'l - , .' _. ,',. ," " ' , :' ::'.. . .' ..:.:..: :::.' ::. '.:: : " . .: .:. "::'.:': I" :. .:......' .. -'. (..1.1 . . ----... . '.' .'. ::: ~ 0 (j) , " " . :, ' i:,'", I ' " . , ',.. " , ' .,,;i.,, .'" .. , ['.' ,.:...1 ' [ " " ,:;0" -.." ~ -,l \J'1. - '.",'. , ,.3 , l ~ '. 'i ,', ' z ~ · ' " .. : :'.,'" ': ,..."" : I . , , :.....' " ' ....... " .:' , .. ,'.' . " :'.., . . : <:;I ,., '. "!i'" ," --J '" = " , ",' c; m ' :. ,//, : " (~ " i ';:" ./ <4 ~ . , , ... "'. " ',' '." " '"'' ",' ' ,'''''''., ",.... ' ,,; ....,. ,', <2iE i" .....- ' 1> - 00. + . /I' ,'...' -- ,..' "i i ~)> ;::::; .;.;..' ::: .l:: ilj.::;:,:..,:: :. ;.l:,,,' .':': Iii... ;') ,,:. . .;::'~\u'93'~g;~~ /,' ,':'" ~:/" .i ..,I ,!ii.:, ~ Z ':., .:'. ,i'", :. ':;1."., '.:;"!' · i",' .: :." : ,I : " ,':,"::'1' · '".:', ":i!:,,' ,..,,',' "~.' ( ,..' 'c .:...". , '", . 'I,! iff" ~.- .,. , , .. " " ;, ":" j" ...., ,,:.. '.' " .: " , '-'.. "', I / if~' ~ . :,' :.:"" " " " ' '.' , , , ' ,., , .. , ""," .,.".'""" , .. z, , ' --.,,',', ' ',,' :' <4 .' . ' ,.' ...., " , '"...., .' · ..", " , , ~. , , ", 4 ","" ,./ = m ' '. ,....",,:' l' I : .. '. j :,'; : i":.,,,; 1 ., ,:;". · "" i I!" .;, " ", .~, ", ' , ..', ., c., ' ,';' ,'; i II! '/1;' '" -< .: i ", . : . . ", ' i . . ' : '. ' ", I ,', '.. , "', ",,: " . " .,. ., '... - ", 't ' " , ' " : , :' /' . " ! " : , . , , .. '" "',,,. , . " , .. , ' " ,. .. ,', ' ,. .. , ~ . i.... '" , ' /'! ' ,. m , , .. '. ",' . " " , . ,. . , i, ' ' , , , ' . ' . , " '. ,,' . , " , ,', '.,' , , I', " ,. i / .. ," ~ 0 ~ ;::: ..! i;: i:,:. "', .1".",': ;:';1 :'.",';i.. , !!'! :. :,.::';;:, i. ;:.,.. 'ilt,'!!'" ." ,"".'^ ",' , '.} " ;: " ' /1'/ lVi', ~ + "', '.. ,i'",'" '. .' """ .... ."..' .,...,.' "..'..."""..','."., '. , ' .' ", ";,'i' I 11l;D 0 C) ;::. ii., i.i'.i:: :1". ;' '[l;",. '1. .' ::;,.. ;.. '.,' .;;...:.. .i ;'. '. .:;:.:: ",' :'~<^<-i""" ~"<,yj,."~'..',.,....".~"r ;'" ./ II! ii/:'i'.'/ Z 0 .., '" j" ..,." I"': :' " ": .. .'.. ..., .', .' . , " · ' " . . , II' ," ~ (j) : j , ' " ,':. :",.,::,.,;:,,:. .,:..,..'.' i :: j" ; , ' :: I' ,". i':' i" ( , . . .;", , . , ' . : I . i j!,il . , I' · ... :..,'. ' , :'.";:; :;."]' ," ;..'. ;. ":' :'.' .. 1 .:. ':,:' ,.":': " . ' :::' ,'" ",., ,; I ',"i'i'l,'//': ,. C ' .'.' ",,' , , ' ' , , ' ,.. ".'. .. ..' ' , ". ' f---' ' '., " ,.,,' I ,;, :D · ' · ' ." ' , '" : ' " ,,' . I ' g ~ Ii' ;:: '.." ::',', ;,1.1 ;1:.' ::.;i.'.i . '. :::.... I;: ',.!1': I' N -IZ ...~',~_~.".,.-!1,' ", ,,"'! \, '.- ~)> : · 'J.. :..': ,.';!:": ' .j' ."".": ' , i ' ; , · i : · :. :..., . I' : : ' ; : :' .. '.:';, I j:.;"" . . ~ C-1 · · ~~. " , · ", 'i ' · i" ,., ".':' , ,;; ';;;', '.' ' · '.' · .",': , " '. m m 0;:: co 0 0 ~ - :. -0 .: :: .' ...... :. . .:. : :.::::: '. . .:.'. . .: . r~~fT1-"'" :D Z '. ri=18 ,:; 'I '.: ' ,..:': .,. ,'. '.' " . ...,,'. . " .. ' , ,.,. ~fT1-:;o..(/)m .m ~ . ' '1. ~: " .' i:' " ':' . ' :'. . , 'i ." ': . ' :" : ,: .,: " , ' . ' : J> < Z :;0 J> -0 ~ , . - -, , , .: ' , " ' . . I ."" .. , ". .,'.. ' ',' " Z - -; - ~ 0 Vl ' ii (j) _: rr as: i i ..:,,', ","', i ,', i ' , ' " ': .' ~ · · . ' . : ' ,; ,,:.,' ., ," i ,..: ;,'" ',i.. , . . ' ~ :::; J> fT1 ;:;::; Vl ~ :.:t> .:.' '.:' .: .::.::: ::::.::...: :.. t.: :;!i ,:.t.: ,,:: ::: ::..... ...: :.. _-:::0:::0>-1" ~ ~ '. ::;. +<i i. "'. I . · '. :'; i : j' ' ::,':':" .. i' P, ; . . i . i . ; i !!,,: .. i '.....';, ......... """; i ~ 0 Z U1 -, ~ ~ 6 '.1"" ';i;:':'I"::,"; .';y' . .'d. :i:i~ii:: :;';' ijl i.i;:;.:: 1:",,'i' .i:j:'i' ~z~z~a~ Ii' 0 :,'~ 'T'. ': :".,: 1 ." .' I :,'.' · , .: :. 1'1' ..; j . i . :. ;..,. i. ; . . . .: " . i ' , ' , . ': :,.,', 'j , ,^ ~ V1 V1" n '.;- I .. ... ...- ,.. ....... t. 'l..' ..f. ... .. .....: :..... .. .;. ......~-< f"'"1~ > ~ : ; 1 ~; :. 1,: 1 i ! : j: j!; j : ! ; . i ~ f ~ ~ ~ j . .: :; ;! ~ i ! ~ : ; ! ; J :; ~ ~ ~ .; ~ . ~: ~ i : : , . ~ ~ ~ ~ . : . . . ~ :: ~; ~ ~ : . 6 - -c - :ti x ~ Oz . i.., .:,,:;,i :';'" ':. ;!", .., ., .,Qo!j i'''''''' '. : ,":,'",' '" ': -o'<"fT1no " 'i'" :1.';'...; '. .': ;,:"",: . i.' i"~ ,: ,'j'" i'" ," :;': ," " .. "." . fT1l>fT1-l>l>z ~ ... " ,......... ""',' .".... '.: :;0 ZO;::<Vl , ~ :j': " .i;'::. :....; : . ;.',' ; IU~l ;',:i;' ,... , :.:;.; i: . '., d-;~~.~" >> :"i :", ..'i::'" "'l'" ..:: :..' ..mo: ',":'." i:.,:' ::: .'.. " , .,' ,,' ... O)OJ> ~80 G) , ,. '.,.."". , ' 'I ., : ' '.' -'--.I i' '". ' " " '. ' ., " " fT1-oo:;O m '. ',.., ' "'1" "'" ... ...'''''; , ". fT1 Z" ~ .: : .'. "':' ,: ",' . ." .1 ,"", j." '. ',: :i,' ,,: '" ,...: ;i""" ~J> n'(/) m '. ' " .:' .,...' , .....,.. .... .., ,. J>VlG"lO;:: J>" ~ ' ,1 : .i' . :::' ,: i i' :: . ::i,:.: .. :,:: :" i!! i.; :,',"'" ,:::.' :' ':'.'..... I ~~m~~~~ MATCH LINE STA 12+80 - FOR CONTINUATION SEE THIS DWG - .';; .. .." "" · ,'.. '..,.. """, ,'. ,'. . ' ',' z-;o_~ -, . . ;.:' : .. '.'.: I:..: . .., . .,. ... .... O~oc-'-:t> .- - . . . ~ .;. :.;.. I.. ; . i . ' , .' .....,:. .. ..... . y . . ' .. Ii...." ;. ;i I :. .::.....' ~ fT1 J> ~:= ' / /' I i, , :" j r:; \ :; . ... 1/ I': } ,I I '., I . In ~n 0 ','i' '1 . i:: ' [' ':1'.',[:' I'.,., '.. :: ;1'1; ':::"1' ':!" ..:;:, .'!' T', 'I ~~t;~So~ /' /' ' i,"~'~' i i,ltv' \,"" f ',," L ~ - 0 . '. I. ' . " , ' , ',i " ,:', " : ' , " i ". , ., :' .. '" '" -; -; -; 0 tri 0 / / , .".:. '"" I/. ',' I' ',',' ..... '-; ,-; ". "., ',.,'.", ,,,'''',, '1 ., ". ",' , , ' mo -oz~c // ' .~' ',"',,1 ' " ::0 r- -< ; . .' . :.:. : :'. ::: : i i : ! : . : : : . . :: ; : . i: : :. , : : :: ::: '_ - _ _ ~ .. __ _.. -. .,.. ~ -., t.-.~. ~ ... - -. -. .....: l .... · '.. , · , " ,1", ,,' ..,.. " , "i '.."..,-- ,,_,,_._l --<c ..-_~_'"_ , ", > . ,'..' Q - .---Q........- ..--- ",j ':" 'i'::;: . ::': ,:: .','.'." .. "", l'ti"j', '::"::'. :'j"',; ~', "l':"i':" :;OZ'~OVl~;r-. . .. ,'" I" I" I I !/., \'i: .,,?i ... .... ' ... ,... ....'.. '.. ..,..'.'. , ,. ,'" , ' , I . . , 1 , " ,'. "I'" " ,. , , , ,. V1 ~ ". /' ,-ciI, , ," ,., , " i ' -; ....." ~ ; 1: :! i; :!::;: 1 ; j::' ~ !: "!..:. 1 ;:.. j ;::: ! ~ . :';.. .::......: .: '.; '5:. (,/\. '.' .. '::f"I " t. I .. f I l.".': :" . ".:.f. '- Q- "I: '::: .i:Y:i. :.'ii...: ';;.,..: i :::.. i.': Iii .1...' I. 'i 1,..i .:.:'::' X":! ~~~ ,".,., ' . '; · ~~. I' I ~), 1 I "If.~:.... '.(, ' ~ ~ ~ .' [; .,. .:. .' ::' :: .. '. .'j :' ':' .,' I' .. I::':: , ,i.'. ':: · .. ..' :. . ..,; .. j, ; · : ' - ~ ~ g ~ ~, ," " .. " d',';, : 'I ' .' ~ : ';", I I <;'=' ;:::" ( ".., ,.., \; '\ ' ~ J> . . ',.' , ':."," ' ," ,." , . ; , ' , < z:::r: , " ,', , =ii Ii I.. '- ' ,',' 1;>" :- · . .. , . I . , ' : " " , .' ',', Vl .", ., =" ii' , . n ',; ., ,'" , ' " :'. .' , , '" , ' , . ., ' .::r: J> 0 J> 0 ' · ".." , -1' , ' , I", ~ ' '" ". 0;:: z- " ",' , '. :.' ,.' · .1.' , .'.": .'.[ ., ,.'::' " ',. -; ..~:;O~' '... ,: 't. "'-"j 'I '-'l,I:I:, .~",) II .' '.' ;,~~), . "::; -; -; .' ,. . ' , ' ,., , " . " G"l J> ~, ". vi',,' ,.. r-;.. [, ", , ' f{/ ' Vl fT1--< ,'.'" ':. :.,:'.'. " ". '," " :;0-; -;fT1 -;" ." '''''N'''' I I ..' 'l'-" , . _ '. ., ' ,,' ',., '."..,' ", ' ' ' . " , " ' ' ',' 0 m '... '. 1 ,..' 'I' 1"- , "I ",', ", ' :;0 .' .. ' . ' . . " . " '. ' ' .' '. . , , ' ' , l> fT1 0 ,,,' " ' ", .,,' ~ ~_ 0"1 '. .' :,:.,j '.': i: ::;i.,.:'" ,'.. ,:., :.! 1 ,: I.... '..', ~o:;o" "f>:i"/N0Ii r.".'f \ l-;\ltin, , , '... " , , ~~ 6 .::1.... ....' '.' 1,1: ::i"',', ,::, ':". ,;:'. ... i ",'i::';,,'1 0" b'W ~",,', 'P'~! ~"" '}" i i=~~ ,\\ )i' .. ~ J> ," , " 'i ' , , ..,., " ' "i ' , ,.", . ." , ^ I '.' " ~ - · 'D Vl ~ Vl "..' ~,.. ,C..' ?i5 0 :.' :':.:::;:':;':,",':.. i"': ii,: :; :':':, · .: ' . !i: ':,;; : : · :'. S "'..' .....' '. E I ~! :, I I 0 ~.. ":', >:" i:-~ ~ j · , '. ,:";, .,",. '. ... i' ,i 1 ~ . i j : i , i :: ", :;: ., ... :'",;:,'.". j -0," ..' ,;.-: : . I :> I ;; I I ~ l<i~" ':'\!.. ~ .,:! ,.,. i;:":, . ::', j, i i . i ;, ; j. : i il':; ':!: Ii i i i ; j:...' j ';," ii' " ,,' i' .! i:..... ~ ",...",..".." '.... ','. ' ;", , ,'< 'I ",~' ..... '..'J.... I \'; i:. ~, . : " : I ., ' 'j" i .' :' '."..: ' ", . . ' ., . ",.,...: ' ,,' ,", " ,- ')'( 0 I, 1 '. I I' " " " \ '. ." ,. . "', I" ., ....",.. , , ,... .,. .cc, ' :" < '. ~ ': , " . "," ' " ." ,.... '.' ". .. " .:..'.," ".' ..'.' : : '"...' '" r'. ~' '" I'"~ ,-: " I I ,^",..,.... "-5 .. , .., '. ,',' ,'"", :, ",'.",." ".' · : . ',' ", . : '. i' I ',.' v'Vl Q ,,' . " ',. , , "'..." , ] , , , ' " , : ..' , ' . , ." \ . m Vl . ~' . : Ii.: I: :; :' ...: J 1 : l ' . ' ; :':: . ': : 'I. T' . : . .i.' ! I !,.J;. .. : : i :!,:' ::. ' } "":. ' ..;'.,..:" ' >: .' i ,: , 't{' " , I I 'S~:;o. - -,,' 9 o:::i !:" :' ;. :': .' i",,~ :' ,;ii: i..;'::,:: · ,,: .':! ,:;1 i :.... 'ii.' " ':", :";" ,~:i, ':,('j "'5+00' I, ~< : ',(, o . ,. , '..., : I' " " ' " '. · i': · .' , :' '..' .. ,.., r" Li ",.-,' I ,/ ,Qj/il ' .. ' : ;,:;,:, '.' ' . : ':"'" i'i.:;'. ',: .. '.,' "..'" ;,;', ,)..1,' "j( 1'1' / i'V/ " .:! ";' :"" :"';:"",: ~ ., .:,' , '," .". · ~' [ .:,',.' :,' ' '. i'" , " " ,',~ ~r;;~:: · II',) , ' ,', :-,' ..,(2) " ":'" " '. ,'i:'", · ': ",' , , , . , " . " , ;;::111 ',' ! IT '.' 1:'\ I ..' . / / .. . ' .. ' :$ ; ; :. ,.:' · j ;;':: :'.:,. : · · : · : ~ ; j ::!. · ' ii..:.': " :;'. : I: '...' 1 · .. i <: ""\". rn~E: ~ ~W' :!J V) i ' . "');' / I .' '. "" ,.:;;/""," . .. '. ' .... " ,.. ~;' ..' , ... " !i' ' ." , .", . r,Vlo,.J. '" I' VI- , · . "'''; .. · , : . · : ; . :: .' : . , 1 .. 1-+... ._i . ! . : . . ' . " ".,:.. ' .. ..:".,. c: rt, ~ @ d ~ 2i " ..... ',."""", "'... II ,> I ,',,!" "'. I I' .,.' " '.'- ~~ ' y [, : '. , .,. IIMATCHll ~E' STA li+~(.;~: fOR CO' TlNUAJIOti ','~ E8 bWG. 5 " ..' ,.: j : .~ ~~r z~ ~ ~"':'-~4{ln:.:." ,...u '\f~::gN t:'.. ...' , I ~..! / '~~. '....,' -~'.. · .' i" ,,'~fJI , ,,,.,-.JI '. "".... . ',' ., r.-V1~!KH' M --- 0 ....'._____' f '.'" '- 1/ ' -1::0 . i': : . .....,:; ': :: --.::.t . tI: vi ... r:-, 1 -- r:'- ....~ . ~'. r~ . - ~ ~ .,. I.': " " .', . " . '. ; · , ' I ': , :l: ,'.,.,' I .' -; :::;; '. ~..... . 'L II ," " ;-1 r 1. 0", i >1\' "':, I y "'}.I I I ::--.:.' , ~\ " (TI " N'" ",' ' '. , ' .. , ,.. . " _ Z !': '^ N " , I 1 . ,,' , , .. , 0 V1 - " - ': : ' , . " , '" "" " , '. " , .. mG"l' c..,r'~ -1 ,'I, "'", 1 'I [..".,',';;00. . ' . ,-' - d ~ :',,:i ' 'i ;;' ,I:i ' : .,: '. '. i.: .1,.,..".: '.'.:. ". V1.l-;Hd4,' J I l-J I ' ;f'_, ',., '. '7'!J. ,.... ,:') ~~""" , :;0 0 '. .... i . ..': I.';:: "'1'; .,: ,j'. .:,"'.'. .' :.;...','::'!, ~:= ~~~: [- I - I ,i . h--..,j' "'! I f ',1 .;",: 1..:;0;:;' " ' Vl 0 " · , . ' , ',." " .' .' i"" · . , I" , · --< n- k H ~ . - i' I , ,:h "- '\. ~ I I ' , '. r/, fT1 , ~, · 11,: i ,:' :': ' Ii' ! ' " '. 1 ';':' ,,', : : ' . · ,~~ E ~ : Sj. j ,! --~ __ ~ f' 0/: ~'; I ~ i I 0 ," I tl ~ ~ > .' . . ,.' . ,. .' . v:'k"i"; ~ II ' ~-)t." I I -7< ~ ' ,,' 1,. :. .!. '.1, .....,. ..;, ... " ~:;:~~~6' . ~:-ll!'-..J /~ ,,:\ ,ri 1 ! ~ () ~," C Z ." ,.. . .'... '. ,. , . ,. ..., . '.li ,'... : ....j' ..' ", '. ~~Ei:i~~8 v --, ,,/ r;t/'~ llti I I'!,) ~ ' " '. . ' . : ': . . . <::> C p; ? :;0 n . "-/ ',.,'Ii" .' 'M " ' I co :;0 ~ ~ ' o .. , .. , " .,' ' . , i ' , ',,: " " , . " ~ ~ ~ ~:-; · -r.......'...w~ """ ,/ N, "::, ~ 1\ I I S ~ ~ ~~ " , ' " " .:'. -" fT1 ~ ...... . . 0-' ~ " .. I, , , 0 f1'1 \ / - ~ .' ' , " , . , ',,- ~ - a ,- . -. - '. " , ,~~ - " ,', /' _ .' . ....: 1(": ~ r::... . . .' _< -""oJ , , ". , ' , , .. , ,,""'" "" " , ...;.. ~ ,.,.1, :;0 : ' ' . ' , "!. !., i ' ! ' !. ',," '" :' .! '" :,"! :' 1 ' '. '.'. ','. .' ,::::; 0 ~ p; Zi ' ,I I/', ,,':" ~ I ' I , - m ~ "'" ~ . :.:'.. ..:. ;:: i . · . .; :,. '. :"" .., :..i i,': ".' : .' ..' . ,-< )~M<? _ ,-I J I I-~ "..:,.,;~..; i i I ~~ m , , .! ;.'. .: ..'.. ".. '" · : ",.", .. .:;': .,! 'i';I' :!:"...,.. .. ,,'. .8--!i.,>.J: J- i 1-, '[,i;J" I. ' : i! w ~, "', m ,.." ,',' '.,.. ...,', [' . ", " . :,', :<::~>~m I i -- 'I ,l . ,i+, I { -; ~ . .. ',', ' , , " .' , , ~ _ ~ , , ' Ii' ,.., : . . .. .. :.. \,01 ......., _ . . " , --4' .1 · ,"I, .' '. '. .,',.., . .." . .1. '.:": ~~r'1'~Vl' ,I Ii ! i 'I,. 'I" I '{!J' ',' 0 '. I'." ":" : " ,',' .":' "., , " ,': ' " ',' -:::: z~:;:: · I I ':;. , :" " .. :;0 , "," ',.,. . ,'" i, . . 'i" . , . .. .' " " ,': " ''Ci S. z: ~ t J -- " .J.!., 1 ~" Z - ..>.','. I ,'.,. ,: '.'. 11.1" I,: .,. 'ii!: : .1.1': " ':'~[1dIJ. ;=:. [J - LcJ, 1>/( r'JHi" J I, .;. '. $, Iii! .j .. .' .' · "1 .. ,. 1 '-,.,; ...:'1:.[.:' . i'.. : '!:i ,~~i~~ i ;6 -! r-l' __ lhl;.. Ii hr-,~""~/ ..\ .. I, " , 1 ' 1" , '." i" . 'I"':' .,.' i!"..', '~-<!~~. ~~ MATCH LINE STA 11+60 - FOR CONTINUATION SEE DWG 5 5 ~ ;. ...' ..' . .. ,. .,;..,.'... I.'.., . ..'...... .'. I~ !3! ~ ~ _ ~ ~ ' .. ,.',. ,.' .:..,. , · , '.' ,.1' jl I' .. '1' !""., I', . '.' I"'~",' Vlg~ · I~j, \1MOI'qll?;JIAOI ~ ! ,. , .' , 'i I ,', 'I' ", "I' , · I" [ I o~. qq ~B3 'J ,,_IJ ~-lJ> ."'" '" . "." "" ". '1i':;O ; i'$ ~ Vl " <:';', ;.:: . , . .: ", ;.:: .. ,! . : '. ,.: :. I"" ,':., ';, . .' 1 .' ~ d : : 6 ~ :6 WV II 83386 Z :" '..' 1 II '.' · '" , ':' ,." " '" .. .... i:' Ii: I. Z 1 o "'" ""," "" . ," , , ; ". ., ':' ; I:'. ~a 8 T;:I ;;:.,1., ,:.:..1..,:.:- :::i!'l:'. :::.:::; ,'::t.; , '.,:; :.-.~, · ' (]3~".d . i 0"1 l 0"1 0"1' O"I! 0"1. 0"1 0"1 . ' " :Xl :: 0 - N LN ~. Ul' 0"1, ' -~ .' 0' Oi 0 0,0' 0: 0' .. . 1:. !! ! i i i : - :> I IJl I 0 I 0'" m I " I G> I x . . ql'13414'eonl-3'1341405.dgn DATE PLOTTED I 09-FEB-1998 C ADO D I -R ,:l> I CD I 0 I 0 ~ Ir m I -n I G> , J: - ~ .. <TI' <TI -, <TI', I<TI -. I<TI' <TI <TI . o - N I~ I~ ~ <TI o 0 0 10 0 0 0 . . .' ..' . . . I.,. . . ,.'... .C, -,------- '" '. .. .,.. , .. " ' . iR .. , .' ., . , ~ '.. I' .. .' ,I , (5 '.' ..., ,I ,... ,,'. . I .' :. ,',,' .... .:.,' " ' .' . ...', ,.' : ~-;! " ~ ' , , .. MA1CHL NE STA 1 +:0 . "'OR C ITlNUA lON ;EE-lJW(i 4' . .'..' i, I I :-- j I -.J , J MATCH LINE STA 17+6 .<I..'." .' '..' · ...' .[V. - . ---, --.- ...' '. ; L~~-7! / l;ji j :, J:.' ,J!' O;',fOR CONTINUATION SEE .. - , . . . . ] I '. ., ~, , I, VI - fT1 s:: ~ ' '1 r{;, DWG 4 ' ~.' I, -~ I i -'i ' ..... l. , " IT! C) r c> C) i ;, ! ~ ,\ _' 'IT! .~_, ;"-t ,r-' __)1 fT1:j!::. IC- t I I II : ,II: , . '"''"'A .....,. ~ I r t,I) ~:z I , J" ~ .. .. ..'. '. .. .. . ~ . ,'.. ',', .. .. .., " I . I I.' .. · '. ...... ~-j_l. ~[7-._j ,'/ oozO ~=~ · (il .-J-". I ! i - 0'" .' .,..' ,c' --c,"; ,c . :.' '. ....... .'.'., ',' '[-.t-__ -J:,.- _~/ g-e;.--i.n.~rv'C r ' o o' ~ ' IV' - - - ~,":.~\":''''-''"___ ~ ";;~;;o : ,';j~-I :1 f,::!1 ~ I . CD ' '-'l-. '-f l'o" ,l_", ~' - ~, · · I. :.l. J y' ~ -:-~ ----,- r'~,~ : =:::::: i ,f, "" I · I I \ I " " ") _ ! '-'-1" L_ o. 'I.' <: ': _' Z . " ..J I ,--J {' I' /'\ A. if:r. 'I: ~I '. I : Iii r6sQ,. ....,~ ,. · '.' 1..1 '... "1 ... ,. .' ',' . . " i I r 1-.. ,.}! I.J / \).-'1.P '[''nil I' ': \..-r--, ~~ ~ " ' . . ',..' .'.. . I ,--'-- -.-'~ '. ',.".., I: :! ' ,I Z_J // '/ c> p :1 1,1" "I /'l' s:: c " ': : 'I,', r! '1 r \. /)- N 3 ;~'!- N . /' l' f""T1 po :II " ' I I" ,i, ~/ 0'< f'C), ^. I ,/ ( ;0;><: 0.. . . '.," : I __ ': '-~ ! I '.' \ /' '; '<:! ' ';' ;--;:;:; < . ,.r ~ /, "1" I, ,I ' I ~ , m . . . .. ., t '----.; L ,. L..-.,_J I I V " " ~ I r: ,I' I S' 2: -u o _. . .. .. . . .. , . -, -_J__ !! ,,, \ J~' I eLl' ~ a> :l> ~ : .. . I ".' , . "..'.... ,. .. ,,' ., ,,'" ". . . . , , . ,: . '. . ., ,'".: .., ,:, ".", ------...:.:::::::::.:.::-. ---~ " , \;. I ,G'l: I, ,~ I' ~~'G ~ ~H::; ~ ~ ] o' '.' .'...... .... ,':. .1. :. ....: "~"T '~~,' ", . ' ....," -~-',"_"';,.~~~_., I:)'-l>. ..: 1;= [......J m~, r::, ~ 0 · .".. !. , .,' . I Ii' '. : ' <' ---... -::--~\..-. I~t I I '2 ' ~ ~ ' , m . . " , " '. , " ..~ 1.1 , 1. ' Ie>) ! -u 0 .. ' o .' 1,,-, " · .j i ., ' i::::.'. '. '1--1..'.. ~,~:' ," ri ,I~; / ~;;o ,'" o ,",' STA 19+43 ." .. ,r~_},. , ,'.,. ' n~ / " - ~ . .,.'.. " ,.,..,..... ' ~-.1...,,1""" K .. ....... ... 37 "",','," X \ '-, / i ~ tc : ~e> ... . .. " ." .. . ~ ~ ' : ..'. -- ..... .. ~/ . 1/1 / i ,<>'" ~ ~ ' i ~~ N w.l. I I '. .. . ::r:; '.. : ... ",.,," ',f 7' ".. I I I ____~~~ · ~< 0 ." ~ g ... .' .... . " · . . I . '. .' · . f. 9 .' .'.,'. ~ 0 ... ' · .. · .,' ",' ' 11'":,: . I: I Ii" '" : ;~ ~ ,I." E' "...'.,.' .......' -~~ 'IT T, . .,.. , ~~, 'I '" . ' "I' '--.........'" fT1ZOl~ rrtz~~" :M*~ t,'rr / '2 " ~ '. : ,,;z 0 's <n . " -l>o.:,'. ~ " .. 64Q-...",,-~_. NU"lS:: ,:, ,'d:~~' i II 0+00' '\.'.. I · iR~!~'" i ';~. ' . , 1"[ , , .. ,~ ,:::, I ." ',~"', ".:, ~~$~~~~~., ~~!!i:l: i C...,,' '-- "..: < ~ . ~ --0 , ['., . ,'. ,. , 1..:. . ' .. -J 00 '-'" 0 -J U"l" , ," · N5~ I!'" ,. ~." " (j) " r'>1, ','" , '" 0 .' , , · u> 00 -J 00 ~ ~ '-"', , - II ,. .. (5 - · . . - ,..;: , , : ' ,: ... ",'..: '" " ..:. .',. .' '. , .. " ;--' ;" a ~ ;--' a t 4 " " '.,' \ , " ' , ~ ~ ..,. ... · :. I .,[ , i' ,[ll.~ .'. ~~, T - ,'. .,[ ... 1':1.. ~640 '~WO~ "=0:;: i. ~;Wf / ~D .'/~) f ;. ",. ., . .: i : ~,. if", :: ',' ! [ .' i .['.'. '1" ! "'-z,., '~ft!:i Il i' ~<." ,'.'," ..'.'...',...,.,.,.,.,.,.,. .. .,,</\ ~ : ", N ..': l' '." '. c'., " : . i., . ,I. 1 .' ., 1 ",' ~'J--..lLjj'I' II' ' 1'\$ , , , - +' ...: . ,. .. . . . . , · . : '. ~ .' .9" ' '. I ':. . .', . . '. '., . ~---........._ , ,r\ 4 ,~,<,. " ! I, ...', .~ : 0.:. ., .'. : "Ii"!' "..'~.' '~~," ':' i,. ".~-'.' ,':' '1:: ,I', ",,", .." "'\..""""",",\ Y '. ~~~'Ci \ I \ ,'\.: ,ij" /~ ,~... o : '., ,', " ---<[ '. , 1" . :. ,,",{'-'2 6 .. I . 0..... ;j !'.! " ',' ,'-",.' '\ ' " ',.I ,,' '... jl 1M . , ' , " , <1' . , ,'. "..,' . ',' : , I - 4 I .e ~ J1. ' ;:.. I \ , '"\)^ \ .. ' ... ,*-,'" . ,j.. .. > .... ' , "" ,;0, ' , ,'. .. . ,', , ", ,GI) 't; '-', ','. ~,' . . , . .' , . I,;..., ~." - ~ '~J/N -,",.1 I _I __ _ ~ -'-"*"'.. ...... · .. ,:.' '. ,I ,...,.,. ..:.rE '..:. ..~.. ....:L__L,l..;_llA-' "~I .....) .. .,' ~ti ,=',..~..~_~".,~..::..:':::-:'..:...: ,~,;';__,' .-' ,'--1,--",_._ ..../ :,' ~ f " , ., I . ,'.: I ' . j i "', i,. Ob '1.. '1'. ~:. ,-, '-.- 'r.,;, " :' 1.1.'. i '~ .. . '. .'" '\":, ..,1$-:-::...-.. ....... ," , "."!, " '.", _-' i';;.....;..... -:": ;; .-' -" ~- - '_ :, - '.. ',- ..:: ,: "i "0 'I' , . J' . ,. .. , , " I ,..., ~ - - . ," , "," ",', - .. ~ VI '- - - r ~ 'I'" .',',', " ..', , '" "I~',I ",,,"-. .-~ '," .",-,...:-,- "<,,, ~ ---- --.--- ,"- - , ' , ". ," .' ,,'.' -<~ ~; 1'-' --jrj , ,.' .. -- ,'.... ,-- -~ .- "", -" . ,~ ' '- . 0 ,,"'.' " " ' ' "',' " , J_ --"", ~, ,,' .- -- \lC - -- ,,1" , .... .. ' . ,', '- -- , ' < : . i:. : .' :.... ': : .' :: : ;. r.r1 ' . _ - -.,... ~ .", .~:,,;;.-'~- '4t.. __ A - . '. ,'. , ' ,', ,-- - - J. m ",:" ..' 'C'r"'21'8~ ".:' I;", :.,.::..-, ,. .' 'zl ',', .' --- .../:{,:'..','..,;.",..C\)C10Nt.\)~}---. '~""'#,_:,,*,,,' '.. ,.' ,~, '~" -.-,-- o .' . oJ M: T", .. . .. . . n . , ':::E ... - ~.J \ - ..~... .' . ,\,::;~~:.,., . . ", N . ,i '; , .1 ,,' ,,[ :-4 --.,." ~ ~ ~~--."-:T-"-." f~,,~ ~'" .....~~~-- :. +k':i-----<i4', ~ ""'-i'-'~-.u 0 ~ ~ ..... ..:;...... C~~ --::~.-:'", ',"I' .",( , . \"''^', I ,..,'..,... ~:r'---, C' -( -, . ..,,\, '.\'f>.., ""." ...., ..: .. . '.,.. ..",': > ) N '," " ,. ". , "",..: , . ". . I' ... :, ,.--; " :. K ': '.." , , · 1 .lj.I) , , _ __ __ ----: " __,.','.,," , . (..,' ,..,'," '.. ,'; , .1. . .~.."'> ." . .. , '" II' +' ,i,,',. ,," ,,' I" " ",' '" .. :,~. _- '! ,":, '...' ''''''',:' "', ~ ,...,. ,..... ' .'" jH.. 0'" :'", . .., '.:.....' "':'. ': _' :' j ::>:I... ',' ."" .'1' ,......--- :.",' \,',' ',' r \"~',-'" .... ..........', .,...., '" '1lIO ., .'.' L ' ., i ',' , ...." ',' , " ' ...... , ' , ...." fT1 ...." ..... , ' ;<,! 0' "1' ',',' .pr'SrA2Z~;I' ,'.' :" ','.',. ~ ,":, 'i .'. ", . "".{""""':"'''''''''' . .,.' ,',,' 'C/"", , ,. I 2:::::~:':::::j::,.,""'" ''''::-.., ,,"Ii', : ".... ~ :: ';. . . .. .........-:..-.-_~~ 'f-t.._>-1""~ .;- i""i........-......., .....,...---.-,;.....i ~._ . I' :. .:.. . ..;,1.,,:,; . :.:::::, " ~ . " '" 'N<...11>,~>. '. . . "'.. .~.~' .. o .',j".."'" 'ih-',. ,:' ',:.: 'i~ " H.""" -: ",:' :":l :, '.', ~,''/-''''''''::':2..:::i:::..''?'''''..'''~' " ~ IT!2:~ :::;u>;::Q~,r;::~,: "'j,.., "\,':.' "..,'. ... , ,:1. ,..,.' I.' .. 'I' 'I.'" " ". ' ,."':,,..= ' <.0'-"'1 . ,,',..': , '. '.... t", ':. ',' ':: -: :, . .' '. I., ':::' ,,' " ;;--: " .' : ", , , " : .-'"" ."..... ": ,,----'=:,,:,: r;;:, ,,' ~"",'" ' '~",;'. '.... ....'1-,: ' - tv " " '"., ,'.' _ " ' ' .,,' ,<......,""'.'" . , ..' "",,,~.~~ __, :)" \ NU"l 0"';;>( """',.::'i::,:<, "'.'. .... o ...... : . ,: .: . . :: '. .: ~'. . .':':.: .' .. '. ~-~-'!'r"'.I.... _" .._.. - .... ~.-':":'::,':: . -I..J);..;...(' ." ". . 1 ~ . 6 . . )>0 ,;. 'j ,'. ......:. '."''1'. I'. , · .,:::.. " I:.'; T~ :..,1 :.,,:.:.' :'...,' .."~~'-"~--..." ,', <:.' . \ ~~:.~~g,.." J,',..,.,,,':' ';:,",.. .:...... ;;:~ '... ,', [" 1,'. .';1"'.' ....,','!/:. I:',., ..:......W1".' :'.,i l>i, .,.:. ..'.". ':""., 7 ':-'.. .. ',..~1 ~.: '..;' ,- ,.' ..,..',. U"loq,.~;:;;'U"l:A,..""" ..-'..." '.' '. ',;' '..." " co "1' " ' · '."":.', N I. .... ,..", ., Cl:I., ..:' .. · , .' ,. , ' ' ", J-. , ,....... .......,::::,': <n~. ..' N 'V' ' ..' . "6" 1'," ,'" :i ;,: ,1 ~.:;.: :::: ":i j I:, ~: l:., i~~;'::,:::.1 :'1 a',,:!, :':,':::: :;'::'. .,,'. ..-!: 1 .";':' ":.:.::'/::: :....,:::_:.>:::-~.,~.. ,.,~. ..~., , "'="~....at' '::.:~..: . ,........ .:>""" 0> > 00 "" " . '.. ' '-" I' ,., '" ' ,.', , . , . " 0:> "', ",",,' L '.. .,.. " o. ',,' ," , ",. >))~~- ., 1'[lj'., ..". ',': '~ ", ..~,. -:":~"" ,,'., ., '. r'" >~ '<." : '''''::7,\..:-:;::;:.:::::''..:,<lOUI-'.. ~. ~.~~:,'.."....." ,.... ... ' , , " ' " 1" . , " ',- I.' , '.', ' ," , ,',' , , . " , . , ~. ," . .. .. ..,::..':::',..' ~, .. ~ '.... ", .. , ' -l <.0 ,', ' , "". ." " ,.' , , ' , ;0 c> . ' .. ,,:::..' :'...:: ..' - .. ". ' " . , - ,,::;:.' :'; ',' . ':. ..i :;:1 ;.i: :;' ; 1 .:' ~ .,'. '. " ~ - \ ...... .:,,..... ::. ;.,..--.....~. :::..:.:,.' moo ~ ~ N ' . " ,', '.' ",.:, ,. ' ' I. " " '" ."", " ",' . ''', ' , . ;0 C", .J 1 .'.." m'. ' / '-'-:", ~.,',::-- mZ " .. .," ,',., "",,' ", ,'" :",. '1 ",. .'. ' , ::", ',' -z ,"',' '" y [.....' .. .'" ___' ..', ,,---'-. '...., -~~, ril ril 0 ~~ ~ ': ~'.1 '.. ,: ' . ' . . j , .. ......[" .. j'.;, j ',.' '.., I. . . . j : · :.. :. :. :.:'. ..1, '. g ~ /.' . "\j,' '1-" ~ " ~.' J..// /"0, " ' . ,~:{ Eo EO ~ ~ 0 :" ~'j :' '.: " .s TA 23.f-1 I": , . y: j.'..' T:T. T.T T': i::: ::::!: : :! .': .. .".. , - ~ ,I ~;: ~ =:: ," ~ . ,," ~j /'. ,'~ 'f~~<'!,..,." . 10 ",,, 0 ,: . ' . . ' .' ..' , ,I :.' " '.": 1 . 1 · · ,.. , . ,." . .., ~ fT1 / . ~ , , ^ ", .. - .....:, --- I, , :f. ~ ' I<" <-><- " ,. " i' '.', '.'; ,',:, ' ,.' · ", .'. .'.'..., ..' :.,." .".' ." , .' -<;0 ,~-~~. ;--, .....".... ,', ,/;" ',,,-. ',.. y..... ~ .., , ' " ':" ',.,' , ' i ' , : ,.' .!,. ; , : " .':" " '.' , : ' ',', ":.,':' " " j -u ,,/ . ~ -J ~ ~" . __.... .... , ,..- , '.. -:::,,::' -.. i '::-.. "" rr .., , , " ",...' , ,...,.. '. .' , ' ,,' "",., ..... - ~ --..0> '.., ,....--,... , ~, . '".. ';,;;,:" . ~ " ., ... ,',: ' , .. i ,'" " . Ij:' . ' " ...::...., ,', . , ' : ':: :'''', _ . N \ - .. -- .. "".- ' ~ -< :z: :z: .... . .. , . . I" . . . " ... , ." , . . .. . U'1 \.D ". . - .' - . . . '.., . :: T". ':. .' " :::: . ,.i::.:' .', i.' :i.' '. I:: :::':::::. ,-' . ........:; ,." ." . I 7< 7' .,,' " " ,,'. , '.'! i '::'. ,I:. ' ".' . "" ' , . ,':',,' ':,",' ',,1 -- "--'- ~ __ ..",',IJ),N;;:,N . r,_-_ " " ~r' ", ,-,,":: ,,;:Q :: :, ::' ::,.] , i;':.:;' j :',:', .:: ,: ;:,,:.: i:i.' ':. :. ..:-, ..-' ..:,:.:...l...l.oo~ ~" ",' -- ,-_....-. .........- " ~ r ". :: J '.:;,,' .,.,,'.: 1....1.' ,.:... :UI'-:...l'...: ..! ..'i. .':1'-:: ;::1,., \".';--'I-~""'" ""i'.~"":" ~ .~~~',II;n P':::-'~~ ,..' ,,\ j :, .:: .,'.;.. .,:..:. ": '.';: "I:':.' if';':.; .."!I.' ".,1':TI. .....'jj' .1' I,.' ,:,';::: ...'.," .... .0:>' '\Un I' ".,,' \' . , " .: 1 .: ::;'. ,':" i. ..,'".:;.'" ':1 : · .. · .: ': j · "I" " ,',:. · ',: i ' "' .,,',.,:, ',,', , ;..,'..".. ,..,..' . " ... .......' .. rn , , · , ,'." , " ~ .!:~. ':,..~ ... .., ... .,i.. . ,. .,;, ,.:...1",. . J.... ......~ Z.. t " ~ : .' :' '. : :.' i:' :; : ': .'::: ::: ! : i' !::,', . . ' . . ;. : : j . : : : : . : . : . : \~\ J \" '" ,,' ". . '. . 0" . ' . . ' ' ,. " ,.. t """, .." .... ",' ,.., i' : ". :. ...... ..",. ',' " " ..' , \ I · ~ .: j :':~.:' ,....... .:: i : :: :' : : : !':. ". ",":',:' .' i ',' \ ~ .' ". ,....... I' . " ", ,. , ' N" ",' ,'.: ' , ' " 1"" , ' " ,'. ' ' , " ,-," ' , ' , - , . " "', . ':,. VI"'."" i:'.' ,,', ; , , ' .' , " , " ;'.. :;, , ' · :. , '.:...', ' ,".. , ,', ,,' , .- N ..'. '1' J " '. ., :. '1 '" '. ., ' I · ,..:.: ," " '." .',. 'i.": ,,,' ",. ',<-....t,,,,.,,,t:.,,,j----,..., .,.\..1'.., \, '.. .. '8 ':t i;... ,:;::: q' .:j .!'.::. \' ;. :::.,.. .,' .., ;:::i;':. ,';:.:.;; ii::;: (-'.", . ,.'. .,~;.f'" .~~ '\\\i. ..' ~~ 0'1'; ',' : ...,'. ..,." ,"":':, .' '.': ~.':'."i 'I'.' .":T ".' ..;. , ':i, 1. !~""".. '.,' '"' ,', ;/... .. '-''', .. ;;j i " '. ' ',' .., .." ..., ,'.'..., ..." ~' . . ~~ J '" , . ' " ',' ',.. ' , ' ,', " , '." " .' , ' " . ,', , " ~ ," 'I ' .'" ' c:: O ' " " ,..,.. , ' .. ,'," , . . ' , ' . , .' '. : . ; , . :...: : :.: : . : :, :. . :'. . .':..:.':' : 1 : '..;:: .: . .' '.;" '. I" ~ ' : ,. c-> , , ',' "" . ". . .., " ",' ,.. ,': , ,I"".. , 1, '.' . , " ",,' ~ ," . I '" '" "n. , . ;. : . .':: . : . .. : . ,.:.. : . . . :;. : i j: .: i' : ':': , , ' . . . ~;.. .' ~. ' . '. .' . -'r' ...,. ". I --. :'i . '," ':, ....': "ji.:. "...1 ~i.',.j, Y,;:' .,:,,;',:. :i" ;'i' ':i:'" 1 ".\' .,' ,>,,,'''',,:"\~ ~, · ''',:' ," "":" ,'0 '.; ; ',;, ,,::., : '. ' : . :: " ; : : " ': '." ! ;1- .: :: , ,'.:, ' ,:,".,:' :' ,',.': ,j.': ., , " ,'" . .J.....' :\ " . , " ""', \ ',: 1., .:z: . '.. ",., .:,:,'..., ,'-(.... ",' , "..., ....', \ .... ..... ' , I. j .:'"" j · :.,:",,: i, j, .' . i, ,j ,. , I',. NJ ,,,.,.,,1 .:",,;i! .,.,,,.,: : T).' \\ ~.,,/"' "" ,,' ,,<',, .'i ., .. .". . I ~ ". ':,:0:: . ... "',: .'.,:. .;j;'.::: 'I::::.'. .:. ". ji. ":'N'- :". ~':'T'., 'I" · ':. :.,' , ", "",;-, '1.'\~ /', ,,' ~-.." ~"n' n'"",.~../ \'\.J, !,,~ ,I 'i" "j .' , .. , .. ,. ' 'i ' , ", · " ' , ' .1' ' ': :,' 1"\ ." ' , ' ,,' ' I" - ,.-< .., " " , ..... , "".' ' , ,..'.... , .", IT! _ ' , ^ _ : : :. .: ~' . ; . 1:'! j:: I ':,;' :::: ....:::: . : : : . :. . .' : : ; . '", . .:.., .' ." ", r+t ~ ,.' I"'" . Z .', '. : ".' .. ',".,.. ,'.',.j...,.' .:"',' ,"<1 ,.[, ,',: ,." ,,:, ".-<',...' · "'" 6." > ," '..' , -"l ,'.." '. j' , ,',.. ,,' ' ," , " "~'"'' ",' ,.. , .' .~"'.. .. , ,_ \' ~~""" .. ~ m '.... .. , ".. ,.. ' .. ',. '...' . _.' . '.." ~~ .. , . . " '.' . ' . .' .,.,' ." " , :",;':"'" ' , ': ,""".',," " . ,,' , " " ., - ' ~ fT1 ~ :D N" "':' .... ',,' " ',"... ,:," .," :,. · ,.:. .:, "g , . ,;'. "', ",. '" "". ,~ " , " ".,;\ , ' ~~ .-<.." Z ' ",. ." ' " ',"" , , ,." " " ',' ,', '".",,', , , .,,', , ' \~'-' > ' " , .' ,'" , , , , , , , , . ". . '"". ' , ' . . ", "'. fT1' .... ~ ~ ,..~g". i'....,j :..:!.. :j,:'.T', T "i". ,.,j Ij", ,1<:'1;' · ," 'T ..'j..... : I',::. ~\"'( ........,"', : -\,." > ~ > i',"J1'" '''::.'' 1, :" : ...,'., " ..:: '.". . ,iH', '",,',", ' .. j' , ',:. ,', '.. ,'.' ' ....,-u .- 0.. ~,..,.... .. ,,' '. ,.,"'..;,...." ,.',' "",' ,..' ,". I 0 , ',' _ "."':' '. 'li'" ",' ,,'.,,:.,'. 1>0, ,,' , ',"'" ': : " . "i, ;;0 ; 'G"l" , . ... ';' . . . , " .. . . ';: ' . : . . . . . , . , .. '. . . . ... 8'^ · , , ,.. ,'.,: .,' :', 1,. :".,'" i ,::' ..:- "~j , · .',,,,,' :! ' ".' " ~ '" " "" -~"i'\ '------, ... V.I ., ,'," .'.:,:' ',', ,; :' '., '." ::' ,.: ,'.,., ,', '.: ,.. ., , .'" 'j.' , ___ \ c Z -1 :' . " ,. , , . , , · 'l " , II'.' .. .." .. , ' , i ' ",' , . '. , , " . -. ~'(-:'; ---~ · .. ~. , .., ... ;" , " ",. " ' , ..,'. ~ ~ '" Ul ' , .;< ". '" ," . ' , I' ' , ' ,..,'. " ' , , ,", ,. " , ,,1 \', 00 " ~ . : . " -'0,' ',: .",: i'..",:'" :., . I",: ..' ' . '. ,I ",".. ' · j: ". ,".', "". ~", :, ':,.., " .., . . : > ' " ~)> . ii', 1f1: .;'1 j, .. :' : ...' ..;".... : '., J,.. .: I,. ..,'..; .......:: li · . · ' . ' ,'~\,,' "<\~'::\)'i" ~ \, r= ~ ~ Z .. '11: N j' 'ii ': j"" ,. .,...' ':::::,..','.. :,. :'M-:: 'T ,. ': : · · 'II..": I: ,.. '..,. i.:, '"',, '".,'\:." '. ~ ~ \ VI , " .... -- · :, .. ... , .: '... .. ' 1 'I · : ,. ..., :" 1 '\, , " ,,\\,',' ~, , ' . :.:. :::. :. : '.:: ':: : .. .. . ; : . . ,: .. I . 1 : . . '. ~ ': ",' .... ...... . . . .. <.0 m . ' '. .. ' , .: ' '" . ' ','.", ",. 'A " " . " ',', ;;0 \ ,........' "';"1 ,,'..,,:.' ";\ ",'. " ,". " ' ':,' . ."" '" ,;::'" · "', " ,'" ~. " < ",,',,' :'~:,," n ".. Z -< 1 .":' ' , .. " , ." ,,' ,:," , ' ' "".."",.. (" ' ' ~ ,< .. " '" '..,., f" fT1' ' , " - ' ... ..... ." m .: ' .::. " .:;," " '," ":"';, ':,' "! ,':: ' ,::,' "j,!" ",::i: :.:" , · ,,'~..' '. ", "'. .. " ",:,,:~'i\ -U . ,.."",..,.., '.. ' N :". '" :, " .,' ",;.'.." " .,,' I '" I' , , ' , " , , , , " '!', "', , "'" . '. " ' , ' ,..,.'. . .." ~ \ . . .... .. ... ! 1 .. ~. 1 1 !':::' '7 .. "'::.": .'. l . . 1: :' '. .: ~ : i fT1:.: ' : : . . ::.: . :: : ... ., '. '., .... . ".'.".':).' . ~ 0 cr ..' .:.: ....,1.:, 'j; .,'.: :1..:,:'.:' ';... '.: j.,'j~, .....' "I', ... ,[ ...,': i'j!,.. i".~,~,~" "'..'. .,. \\\\~:. '... ~ \ . ,,(..,"" ""'''' ~ ... H1 0 0: ,i'. 'i:"..,J .': :'1': i:'.".:: I: ," .: .':,' .....'TT:;T;~ T::'. ,I'.:: ,..,..,. \ ", ',.,.... ~ ',,"",,', ",'.X.. .,'~ " , ',' ~ Z 0 ': '.' , , " "I '."'. ':', <n I. , l' " . , ., I' ",. ,,", ~ ~ ~' ," ;',\,L- \ , ' ~ I': .'. ::'i .." ..:' , ",: :'. j, :'l ".1' .:" ;0 ; .' ' ,.' , · ':;, ':' .,,' '~'. ", ,"..'",' \' (:?..... \~ ': ,'":,:,,st;,,:-":', ' , .."." . (f) . ' , , " ., :, .' ~ " ,',' " , \, ", <' " ",\.., \ '..,.' , , . .. , .. , . " , , ..,.. " , , ' . ,." , ." " ' ,.,'" '. ': '::' , "', : j " ': :' "':""." , , ' , , ",', ' ',' , ,,' """ :," > C " '". ,"': ' . ,I ," . ,..". ".,:' . :' ,2:" ' , .,' , . " , ',." ! " ,,' ~ 6),:". r '(:,"}); '\: ' ".' I :D . , .'",,'., ,. ' " ,., , " , , I. ,. ~. , " ,".'" ' " "/" " . '\..' \ ' ,..." · g ~'i .,.. :": .! '.,1 :' I::;';' "'I .i:,,'[ ;:1.,1:;,:.'.: ..::;';1-:':, ~., ":--'--,,'<< <"," "'" ~~..\ > '\ ,"',:-' ~ \ mo)> I!,. :.., '.'.:1.' .... ':'. ..T':;',. ... " ;1 :.j I:":"~"":'.' .:"!.T' ."."',' ... "':' · ,: ", ~', <1'"" ." ,~~",.."",\ ,.....' " ' \ " · ..,.' ..,.,' ".' ,'. ' , ,.'.., " ," ': 1'..'.1' . " '"--,... ." · 'c' ' , .... ,. \ ": :', . ' I : , :"', ' ." ,'. " ' :. ' , ,', ".. '. " "". ' . , , ", ,"/ ,', .... ", '.. ,-J' \ ~, --- I c Z ' ' ,'" ' , . " ' ' "..'.' I.'... ';. ... --' ., ' ' : ' ,!! '.",' '.' ' , ", "< , ',~" ',', " .', - :u :: :: : : '. :.: . ();) j.. : :: ::""'l1lI """'oI! . . : 1 ;. " ' . '. , ~ . - ,'. 'j C ~..... ':-.. , ,",. !" -----' i, :::'l .i.', "" :;. · ':i :c" .: ::- ;'. '.' .~~.' 'i.'.::l:"!'! 'j' ", " . ".:' ',', <0 ,..:,.,.,..' ...x...': \ "" ", \.,,' J', -, ...." ,.,,' ....,:. I,.. '.'.' i.J) ',.. !'....... ." ".' ..", , ' ,CA:,,>:' ..........- , . ,.,.. ...' . . . . .. . . I '" :,." I . . . , , : . .:.'. , . . : . ", -Y. ...... . . .;r . . ::.,.:: : , : :. :. '.::.:::: . . , ....:. . ,. :. '. :. . - ,. , ., :, ,: ,"" ' - ,. ' .... '.' " , .. ;'il'^ N' . ", ,.. ....,.. ,. '" .. " .." . " ,'. ..' . ~ I ".. "'.; ;, '".. '-'" N " ','./ .'" ;\, \ . fT1 Z s:: l:: >- VI ; ; : : :: : ::;. : : i . : ! : :' ! j : : : i j j. ::: ;: j: l' ":. ::: 1; !:: . ~ ! . , : :' .' .,::!: i::::::: .. ;z::," ~, . , I,; '. \,,::,~" (/~ \ . ~ ::J:' . Z + " ':". " ..:::' , ',:':"..'.','.":.. ':[q'--;:: .,..:.... VI~VI~;o'^ ~"'.' ,,"', , ' 'i. ".'..",,, . -~.,.. ,'..' "Z. ... . ,..:.:... .::,.. ,...,.... t" It I .., ..,.. .. , ","" '-II ..... '.. . , ... ~ 0 '::rfi"i' ::;".1': ".',..'" :':';':]" "~':' ",..,--s., ,i:I.::!' ';..( : : ','.:.. .1. ',',. ~>fT1>fT1~~ ~ ',' ...,' .:""., ,'. -..' ",:( ,..,..'.., ~~ ,. -J~I ' ,'..'t' . ",., " .., ,. '.' ~, "... '..,.~" '" , ,v, ~ ' , ] ..."", ~..... ~ ~ VI;;o ... . . , " ,,' " ~ ' U"l --.. ~, / " .. ",...., ,....... ,.. '-' , ....... , ' " ." .. , .... : ~ '" . ' ,," ", ,~, : . "::. . . . :. :'.. : : .:: .:.:::.:: i ~ : '. : .: .' , : : . : : ' ;: ; :. ;. . '. . - " . , '. . .. 0,., ','" ,,' .,' ." j " '" "t, " .,. '. '. ,;;0 " ,,"" I'" ", fT1fT1 ~~..... - ,,",,', ',' ',,' '1 ,..." OOUl...... , .:' , '. . i : ".:; . : : .: . ' ::: . . : . I' j . P :: i .:'::!" i :.' " :;:J;J Z -0 -0 .,...., ,. .' .' . ~ I -"'0 . ." : > ::. ,", " ..",;",'.' ''''.' ,::..' " ..,,' i , , ". 0 " '.' ,",,, .. ,. "0 0 fT1 0 C) .. ,',", " " ,,",', \";" U"l I' ~'. I ,', ',', " "", " ,,',' . '" ,',=,,'. ,., ,I ,', '~'" ,., ,.. , ,,", ,~~~ , . V'~ " '::':\"\":'", ,''', ' ,~, ,,(, Z ".'. . ""..", ""'" "",v#" ,"'" '" '.,. "'. "" "" ", " ' ""'VI ~~ ~ > ," , . '" . U"l " .. o ' , .: j. " : : ;:' : ::": :" , , .' ,,' . .,.':'..':,",' , ' ,'. ." i::', , j :: j "... c:: ~ z > fT1> .,..' , '", ~" ' ' .. \' '..' · ~ 0 ,: "i, If-', " . ,,',' "',,., "~ . ". '" ',. '.'" "., fT1. .....oz ' \, '\, I; ',": .. '. ,^ ,,/, ".. , . , ' , ,,' . ' '-" , " " ' " . , ;0 -U 0 .D '\' , ,: ' - ..' , , . . . ~ . . ,i ',;. ; i : '" ; ,II. I ilso ,. , ' '.. e " · i .. ,.;, · N,' PI:; d:! ;;; j! j y;ti, ;: .., '" - l1 ;; ~ .", "", '" . . . . " 1 ~4i,r, " : ~ '- -,,< ~ i;t ~ :': I T ~ '.: I:' : 1 j",::. ",.'1 ::['11:, TI.,:') .:.:. :,:', " i :1.':' ,~1,:;, ~Ci ~ ~@~R ,'" "', '\'\, ,:( \W'~\>< , ";. ,", .,.."..--..~..",J:i"::: ~,:~:3?<~", ~ 'I~ '::' ,':: ..,',:, "'.: ',. ,;:;,....:' .;. ..1:"::."" ~o""'~ ~>~-o . ..~-..::""" ., "~'.'~ ','~\" \ ?>%.,.,:' 050J~ """}":"":"""<:' ~"":.,.::, ~: Z " .:. ' ., ,,', I .'" . '" '.' , " , ' .' I': .' GI) or-..."'" , ,).J,' " \'~ ' . ..' 1':.:...... """,-'" ," " , ' .... ' ". . ' , . : ,,' ":," , . , ..' .' , '. ,. , fT1 U"l'- ,.- ..' , ' , ,',... - (; .~... ". . /' ':' ::' ". . :. . . '.; ....' .: ;. ,. ,. . O~~ .,., rn '" "'" . .-,,".'" :'?;.... -::-". :.. .,..... N ," ';, j 1 ,'. ' ' , ," ' . : ' " , ,.: :' ' ." ' , :: :,' ,,'.. ;;0;0 VI 0 0 .. ~ , " , .......,,,' ",',: co :,.;$ ~ :. . : : 1 ': i.;. i .....' 1 ': II . ... . i .: ..' I,. .':.:::..:..,.'.'. ;:;: ~ 53 :u ...., > ,,~ .. ~ '~" ~\, ' Ii '~: . ,i~'::~45i ,/( /17: '. "j .,',)" :'; -- -:: ~ i': z:': '..,. I:' .:: ,... ..., " : j. . .: ': I!: ,.:: ,. 1- ,T' , " '. .." I' '.', ' ..': I: Ji. ,IT! g ; d ~ ~ ~.. ~ 2.. ~'< " " , ''', , ''':z''S ~"....' . ).,~ '?--' - ~ no' G"l, ..., . , . ' " I : ... ' " , . · ,,', > ~ ~ ~ ~ Z , \' . -'.. - -' ,- _ ~ " ~ " " ' '.' ',"" .' ." ,. . " " " ' ", ;0" ~ "~ ,', , " . .. -" '-,- ,--. ,--' . -- ,----- . Ir' ::: : .. : . . '::.: . . :::, ' :.,. ; .:: . - ("T1 -,. ..' ::~~. .'I ..::.......... .---.. =~-< ',":-H'.' ,., ".ti:r' '" .,1[" ,ii,. " Hi ..:.._J: ;~.,;,;';l", "'-':';" -, "".l'~i-H-"'~'. ..",'" ,'fT1fT1 NSs:: ~ ' '''''" ''';:''.-- -::}--,:Jr: , I I~' _ "' : I J ~ + r f + ...--t +-t--' -:- -~-"t-~~~ -- -r"," : ' . ': " ': ,:.. ,. .'..: ,{J'l 'e, , " . .~.....~. - -- ~ . ~ :.. .... : o .', '... ..'. ..',,,, ,." ii" II"""" :"', ':,' ,',,' "'. "0:> ~ -.-~ ~ · ", "'...'\ -- ,',..-'" ' , ~o ' ' , , , ' ",' , . , " ,'.' ' . " .' ., " . , " , " '. ' '. .. · ' , , ' " .' -< 0 """ ~ ..... .. ' ",' ....--- ~ ,: ~ .. ' ',,' '. ' , ,"" , I. . ' ," '. _'.'...... _. _ ' " , " '" > 0 _ ~ ' ' '. \ '\ . . I . -<; :' . . j :. ': '.; :.' .: '. ..... r- .." .c; <:> '" . I" ,.... . g ~ i Ji: N ' , I .' ..' ..:.: .: ..:: i : ;. .: ":.. .:: · 1",'.'.'- " , ' ~,ll., .'...... i z ~ ~ ~ ~ ...., .. ~ " ~ '.., " '", , '_._ ... "..' .. ~~ ,., .' '.:1 '..'. ..1'. ' 1":"" ,. , , ,'. ,','. '..'::' ,-. TTI-:i " <~! "',' · .:i" ~'" fT1;O:c~ '" ," . n~' ',',,'" \ ,', ....,...,......',..:.y:,.."..-\ "" > ' :'" ' , ' ',: :' . , :-' '1' , ' m, ". , ,. ,<: VI fT1 C 0 '\' ',. ' , ..,..' .... - , .. i--- \." " " . ' , ,. ,,' ',':u, , , " ~ --< Z 0 ' :z: I ' " "I'''' ....... " \ , . ,", ' " " , ,": ." . , " , " : , ., ,,' . ' ~ :c 0 ' , ^ ' " . .... , _ n ..:; . ... , : . : ',..' . ~ ~ ~ ~ ~ .. ;.....$ _ _ (Jl. . : . 0 fT1 1> n " .." <:> ...... I " ,..'~ : . ,. 2:~ ,', ',' '.".,;: "';, i ' ':.."." . ',. ' T · " . ~ <5:: ' "" C 0:>:C...., ~,'<, " ~ ---\ ", , --l..... '.' ~ -i " . ' . ' ," ,,' , '. "" :; " ','..,' N fT1' : :, ,.' > VI ~ 0:> ~ ~ ~ C . , \ '. q.-., ...' fT1-< N"'" , , ,',' ",!- ' . ' : " " '.:. : :. .,..., :' . , , , .- 0 VI> R'l 0 0 n . " " " . .....- .. ~~ ~ .:;~ ,I" , :.1 j' j.:; 1 i, ::. .', I,' .,....i: . 1'-:1" --r:"l.i:~. " ,: 1 ... '~~ :cg~;: ~~ ',~'\ ~ ~,,', ;:~~. '.i"r" \ - ~~ 0+ .". .::. ',':". .:..: ; '::::. -: :r'" ::-:.. J' : .':~: "'. .': I.':;: ~r=:C~ "., :z:' " ~.'\\ , ~ ,,' :::;~'fj ,~: ~ 0> ,,' " , ., '.. :.. , ". '. ..' ' '" > ~ fT1. 'I' ,", U"lcn" . ;;0 0 'j" ' ":.' '",'.. ",":' " , '" " ,., , , . ' " . " ,: . ~ VI;-- x" .- . ',\', ',';"', -J ~ '7 !"L - . , . ',' ... ., . .", '" ,. , I" " ' ,.' , .:','. fT1 ~ no:> ", . - \' '-,' ~" --t' , ^ . ::..' , " ,: ',,": " , , , ' " "",, , ' ':: ' . ' " ""',' ~ > > ~ ' S::" .." 0 --,I' '":,,..... _ - ...,. .::. .::: .. ::.:: "::.', : .;;.' ::." :.' .:,:.. .' .: _. I'" 1 _' ,.'\ .... . ~ 'j. '1 ::, \. ' ; , , .: .. i : . ' : 'i "::'.': i .' i ,! ' ,I.: i . ' . : ': '.,. : .' ,;..". . ,:' i ,.': ' .:' .. ~ z :z: <: ~ .. -J -< ..... '\. ~'i " P '-'" ' " " :i". , '. .::, 'i --, " .. ,!. ' ...."., , ' ,"" " ' , " , i ' , ." 1"'" ,. fT1 GI) 0 > ~ ' 00 '. Vl' .' '\ '<9,,~ - VI ~ . ,,', - . ..:: '::: .,. ;" I:. :.:::::':' .' ':: ::.. '.: :. : :': .:. ...,. --I~ - ~ I' ' . : --....... ...: 'l' .,. . . . .. .,. " .' .',.. :: . . . OV'l ,., , ' (..loo..I. ;0 : ': .!, : '. T . , '. .:.. :.: 1 . , ; '. :' i . '., i : :;: . :.. :: 1. . ' · J ,.." ',:: '~ ~ 53 ~ ':.i z ~ ~ fT1 z:;~ \, \0- \ ~~ ....L ,; '-.. - · .: :," :...,' : ',' I. .'. ..',. :.', ' ..".. .1"'0::'1 .. " .. .:. .,:., 1. z;. VI --<" ~ I ~ \ ''--'0\' ~, '", "x,i"~:..:j."'.,:,',"""":',""'"'''' . ',' , " ' . ' , 't · ." ' , '" ' " .' , ',' , > n c:: ~ fT1 ~. N U"l , , .. " ..."" . i .; '," , " ' ,',':':..':'. .: ',". : ' . , , ' ,'. , .' " GI) fT1 VI> ~ ' :::; ~" \ ' , ," ......, , :. . '", ":, . " i' .': ' ' , ' · , " .. " :':: " ' : , ..:', . ,,'. ',: fT1 fT1 fT1',' U"l ~' :' , , " '" ~\ !:C!~' , .' .:: .. .' . : .': : """"':"'. . :: . : :'.: t -." ,. ~ I .. ... i,., ,,' I '. :1, i '.. '" :: :'~. ...;.'. '. '. ':, ' . ,;: .: 1 ~ ~ ~ C)l~ \ '" ' '" ~ '~, fT1Vl (J:I ,. " , ". '...,,': " -< 0 -J. '\ ..., "'. 0 0.. ::: ...i ,,' ,; · 1 :I,.I',:v..' .. .... .'1 'ii .', . :.', · 2;;0 ._:.------" =-h' 30+00.~"'\'" ' :,', "~ .." '.. ~, '. I .. .,' .':1, · Ill." ... . :.' :'1') ::. TiT''-:T. .' ,.' '. ::.' , r _--------------- Ul~,,:\,,)' , "~',I' .' 1, '" 0, · .,: ' ':",':. ,,1: ',. ,':", . ". , ,I ":"1." oz---- . Il' ""'%'\.~ . · " i j . ' .' 1/ . · i l' _ I""'" '~' , .;:~ , ." ',. : '..I. '.;.':, ' ." , '. , " " , , '; " . , . '. : ' ' " " ' '"., .' . , ., , . \ , , ,,' , : I: : .. .., ;:, 1:- '..: ' ", ~ ': ,:,': · ' I ! · i, '.. ,,' I . 'v- '\, ..' ; : . . ~ , .. ____ '../ \ 2" Sy-----' '- ,(, "x:: '"" ," '., <$ ':,':', '. "rA 3 +44 " , " '. '.. J..' j. ~-c . :.. ' p ,,- '- '" , ' ' ..': .'. ..."., ~~,-+.~- 'T,,~,!-,---.j "::::7 .,~,,~ ~ ~~ - - ~ '~-h-- n, ',.,...:.'1: ,-",' ~ ~\ .; ,"~ . "" VI~ ..'. ..;. :' 'I: · f!+1: Sf.AT~~ \LJ-.,-'-c'--jJt- ..__..J.LU_' .L~ .'>- '~-' '\.~ .,' f"~ CfT1 OCH-CZ ~ .' . .-. , . >,", ," "'-,~,..~" :c~ ' ': " ' "I'.""." ":.' ... 'i,", ", ' . .....x z~::r:;o 8 \ . . --'- 7~' , , J.. ," fT1 , " " " : ' , . , , , ,~- r rr1 .... . Cl. " " , " ~~ ;;!: 'J I ':'[:, ' .,': .. :'1 :. ::::,. "!:.' ,.. ,,' ,.' ,': S.~;;;'~~~'l':1 \ 1='" .-: . -' r--,( __'__-_._-_:....--...--'! r' ~. n , . ' , ., " -, I' ,. " "'. j ..... - ti .... - ., .. ,/') I.- - - - - - - - - - ).., C ,-",,,, (J:I ::'",' .' ,," '.. " 'T.'. " ,.' , ", '" ". : -Zr"q:Vl', 1"\. -.- ---.----- - M ;0 _ ~ - 'Jr-~'...;::;.' :1:.':, .:,'.#::. .: · ...... " ... \~~". ' ~~r+'c1b~' ~~ ,\ .__..---._._.:::------:::::::~'..~-..i,;m:":'-,,,w,,;,~g""~ :' '" ~~ ;;0 ~ j:I.l-~:. .:'."I! "i :.':-~., I ': ; i' li. . ~T ., ~='~Sil:i. g :_:::::--,,---.---- ':.:~..,..;",.~,:,,;i"",,'.::'/,,',,:.:.. a...;g'\' Cl,"i"'''''''.',Ll ~~ ~ 0 : ;-- ~,il..: I'" ' .,.' ,~a; , '1;: " · ", ~-jrj 1\ ' -<~ .:-<~~ : 3, ,,"'" ~. :;~ ~\,i,.",---J'=- (: ~o ----.."..','" ~~ ~!":' , : i ,'. , '. ::r:; r.-' Z ~ VllO) M - l,.-:"" .. L) ,,' ~ ...., 1" n fT1 .~. -H, .. ,. , . " , ' . ' .,' , ' ' , ' c:::' "0 -:::: M .:0 :z: ,,'-. . '. N _.. ' ~ ;;0 . ! t ~ ' :'" .. :-..' , , ' · I:, I ": , : " :' : lO) VI ' . · ..... Ci ~ ;;0 P; . , ' ~ .: <.N r- . '- ;E .:'~:.I',ll,:' 'j .:.111,:.,.:'.' ~f ,. ~;~gn~ ~ U>fT1Z-o;- ~..------,~._.~ '"'.......'" >D,-,: ~ , : .. . '1 :', .. .. · . · ,i,. ,,' , , ;. i:.'., ' , ': ... , ";T " ,': ~ ~ to;:i ~ ~ 8 [ ~ I,," " ~ ~ ~;; I r -- - ] I ....'..'., ~ ". ' " ,... " " " i" ,i.....'., ~s~~~~ \::::\..__......U"l~~; L_ I I !' " , o , , ': .: ',' 0 I' ' , - fT]x..... r ..J''-">-'----'-....::.-l l--------~ .... -U I; . , : . ,.,1:." '.7T1, ' "'" :" ' '.;c n~a'l 0 j ~~p<..N r-':] r-'----.----I - - ~ ~ ...'.. ",',...' J . j i'. I: 1 .1" . i :: ~. : jj i :' :..,' .. : . IT : '::; ~ ~ ~ . : i ~ ~ ~ ~ L. Jf II! I ~ ~ :.;' :' ,...' : :..'Ji:: ..1: i.' 1'0), ",,11'., ..'.". ,11'.. . . ~g;-,4, ~~:' j a ! _..J i.." '" O I',,'" .' I' ,~ ,.. '. ' ' · ' ~ pox i J, ,... " ,"" '-" '..., I ~.;;o r'-_.I' ::.j,: ;, ..' .'::'::'" · ,.';: ~ ' ,j .',::':: ,,~~fT1l>!~ l-.___ j ~~.-,---- -':: :;.Ii, "'.,.,i ::i;' ,~',,1 T;! i , i,1 :1. I:: :..~~~~!l ~ L. .. . ".] ..... --c-1l= ~-'---~-~r.:._~~,-- ,.. ...., 'I '. · .. ' i. :,'. ' , : "',' {i" ., . .~nl'.,' I .': . ':' . :.' :, . ~ a~ "1' .;j, ~ --- .. .. " .' .'." t;' I,.." . [, ' fT1 ~ "". <::c $ . , · : 1 :.,.' ".'.. ' :....' , " m ' -:3 g~ z :' ", .' , " · j , 'I . x @~"..., , ~- (J:I :. ' : ,.' " ,: ..: ' " , : , ': : Vi~... VI ' . ~ 5 g (J:I..' ..'..." .., '. L.L.. .,1. I ....., I~ :c......~ -:-: \',UI:3Vf.\O\ ~ ~ 8 ., "j:'.. . :. MAfCH UNEI STA. 33..t '~fOR. co T~NUATIONI1' ~WG 6 -I ., j.,' '." I .'~ ~~~.I ~~ V~~3lJ ,~,~\8 ' ... ~ ~ t;; . ' ' , . " , · ;: , : i:, ':.. , " ." .' I "!. '.. , , ' P ~ :. i 6h :6 \-IV ,'a33 86 II> ".. 'I' ",. ' i' ." . " " I ' ~H' ., :z: ' .'" , ' , · . : ., , , : , .' , : : . ' ; . .'. : ", " . , ' -...... ' ' ~ ; '1,;I'i:",. .,.'j::i: :j':;.' .1,: .i.,:;: .;,': '.. ;.:',:, ,.' :~~.',l (J3~l\:1 ' " o ., ' 'I' · : . · ' 'I . <TI <TI: <TI <TI' <TI <TI <TI ' :D :, 0' _: N ~,~ ~ <TI : _ m 'j ,0' 0 0: j'lO' 0' 0 0 j, ' < ,,' ,,' " , ", ", , .... I'~'. I,' o. I 0 .. m I -n I G> I J: <\"'3474' eonl-3'1' _47406 CAOO D .dgn I-Rl > DATE PLOTTEO . . ,0"'" . CD -I~~S - I . ~ ' I 0 o '" . . . 0 - '" I. ' . .' . . . " 0 N I"" I. O. . iR .' ' ' ',. 0 I~ I~ '" ...' . ~ . ' .... ,0 tn '" . m . .' .. ,0 '" ~ ." '. '.' .... . 0 ' .... . . ..... . ." . ' ". . ....... ... .' . . . '. ' ., .'. . ..' G> .. . '. . .'. . ' . . . .. ~ ' . , . .'., .' .... , . . " . ~ .' .: . . . . . . .. . ..,,' .... .' . . 1 :5 . ..",. · · ". MATCH L ~, '. .'" ". ..' · · .. ,. . . I ST' lJ' 0 .... .. .- z . .. · . .JOR CO TI . _ _ .. NU,TION IE O'G 5~" " · ' · , > ' .. . .J' " .' ',' ~ '. .' . . 'e" . .' '! .. " . " o ' , ' '. · ' ;' · ( , '., ' . ~ ....'. . . . . 0 . .. . · . · . ,_.' ' ' > ",,' . .... j -t L .' if. I:' .' .' '" . · < 0 ...... ' · , ' .,.... ' ~ 0 ,..' · ., .':,'. · .... · 'j ..' i: '.' ' · · ..' · . ~ ." ..i . . . : ..... I' '.' w- 1".:! i " . i i .'. :' c: 8 m . . .~ ffi . [ I' . .' .. '" . :,..' , ',' . '.' . · '" Bi ~ ~. . " . .' . . . . . . . '. ~ ~I? 1 e~ '. ..j ..' ..'........:. ::1 ., "..' . · .,':". '. .,. ': '-t. "i;:;;'" ~ ~~ ~ _ U'\..,.. , ' ... '. -".. . . . . . .' ~ . a ~ ~ , - > ~ ~ - g (JJ ~;g,. , ,. , , ' ': ~ ' . .' " '... '. '. . . ~"11j" :' 'G~:2 ~ -'> . 't! '..<, ' , .' . i .';' . '",.' · ..' '. · / · , :.",.0;,' "~\l z l- · .,1l ~ 8' I' ..' ". ,. .' .'PO' ,'. . .1' .. · .. ..'. .'.' , ,,' /~~~~,/ ~~lj ~ ~./ < " .... . . . Ii' .. ., ~ , ' 'i" .' .' .' . z ' < ~ .' I"' . .. : '. . . ,!':" "n;' _""'.'."T'~~""-:-'" ..:: 'G~ ~,// .' ~ ~.../" / ~ [. '. ::" I,: '.. ' ' d' ~ ..' ":. ': i', ' ,... ..' ," ' ~: .. ..'. .' ~ z ",' .' . T/ . ~~ Vi .. ' .: · ~ '. N..l ' .' .' '. ", .. .... . ~ ~ /,,' ,.' . '-i- ~ :.' I' i, ,. ..' .: '. '" '..;j,. !,.' '. .' . 1. ." ~~'.. r' · · ,.. 'I'- .." -<; .'" ~'C ~... /' ~ - . j " .' . . '" . . . . ..' -., . .' ~,,,,' / % . ; ~ i 1 :. i I:: PI ST) Ud, '~ -'-' . ' '~"'I : .' i. ' ~~ . i. : / . . ' 19 ' /' · \\ 1// >;::: "'~ . ~~ g." Ii.,.' . ,U~J;i'!~~,L~>;' lllJ1' '" " .~.~ i:i" <,,~,/'/ /.;,';,,~ ." /,' ,./" ;:-12 i ...:oIL1 :.,' " , :." T 'TC .+. ,:c. ,L .:.... ".'''') .' . i :._._.:,' ,__",,' ... .."g;. ~ ' "",~..., "V ,'A" ........ .' . IT .. ."; .~ ' . vcr' · ,., .' -- --__'C'- ;.L'.. -- ~8n't> ,.::, .,,""',....~ ~ "',' > ~ ,,~!,:::.,' ,.' , . ,.,' !," .;" :'.' . ~~.' _'___ ..",1--'",\ , "-\00 -'~~N'<"--Y' ,,'.... ~" ';; 1, 'tl . ",' ' , ' ' . . "\. . .' .,,'" .." . - ,'~ . '- " \ ,. 0 co ' n 8> I~ I .. .' ....,.,...... · i . ., . .' .. · · " "l~" . - ' " :;j ~ e:./ .' ..' .. ;;1 ~ ',~ ~ ~ .. .' "... . ,'" I' '.': i ' i i . [. i., ~~. .j,,' ':' i i : .. I' ' ". :":'.' . '. . ~E' ' ' .L ';' .'.' /' ' z eJ · ~ . o "'_' ,..' ".... 1 ". .. "::;N', : " ...': .';' .'. I' . .: · · .,.....;..-...'.L 1,,( ~/... ~~ '% ~ ~ ~ . .~ . ":! I::' Ii. i-:'1 '.T i \ItfR'" '" >:,J:,: I,: [.'1 .' i I: . :.' " '"I' ,.1: I'" ;.' 1iQ;",7 .."'-:----.~ ,/ - ..,\..,~..,"'o.., ii~.' .""'0. , . + ,.~ .. . . ,. :J: . .." ' . ~ " . . '. .. ' . " '. ; (J' .. /,.. . ~ - .... 'to ~ 0'" ..,' , .. ..' .... . · .. . . . . · · · .. .. ,'7 .: . g;" . ~ z . ... " :lI~ 0 i'~ I"~ ':,...., i.f' :.... .~. ..J'h- .' ., · i" ",:: .-"-. ... '.. - 7\.-....,/..:.. ~. .... ..../,. ~ o~ ,~..,l I, .. i"~ ' ": ,'~' }"". ; .:' ,........:""l. .l_~.~'-U' .'" . ,,' I' .C ~~<:.. --::='"' ,--, ..~1i'6 .' ' ~ > 0 T .. .. . ~. ,,' ..' · .. ! · ,.." ,;> i ...' ,,~. ~ ' ..' ..... ' i. "- ~ ~ ' '.< :' .. ' . .. . .'0, .' . . . . ..'" \ .: . ~. ., .,.,' . .,,:. '.. .," - &5<>- ~ . . "."..". ~_ ' , .. ......, S- OIl' T' . .,' i'.: ,:,,;p .." :,. ,. ,\ I ," i'~!. ..1"'. '~'. .,' i.,'..' ~Q- ~ ;::,-',-- ,.'C .......ox' I" " .' MO" "j '. 0>> :~ . " l" ",'.' 5\. .....' ",,'" ,,', ...' ... '''!j ,"" ..,~:;r.,'~ ' . CR'NIlICR"~ " \, ../ 7 ~)~~~!~ ",:! .:.' ,.:.:,': '.' .~:' ,.,...: ., ~., :. "i', . ~:I . ..'..~ . :....:,..."i:1 . g;,. -~ --" ..-' =...T GW"', j"O:!O~ ,,":' . .. " ,.:'. ~'.' "j" "'. ,,,N.'''' ,. .'. 0-+:-' ':1'. ',' ".',.' .[,. ':- c:: '**~ Ul 1 ,-' --' ,. ~::c )t .," ' , " ,,' ""...' · "" . ., ". ~'_.. .. ~..' " - > ' " -- ~ m "" ,., .' . ,. .' . ..' .,' .' ,,"" .' . . · · · '" .. .. ...... ~ . .... .. . - ~.. . - ~ ~ EJOlo oa ,) :.' yl ""i,' .,}0..' .'...1", ,.,_,'[ .. ,':T.,,~ .n',::. ' Ii 'if:;::-..,?G-" ,H '" l.: . .... ,~ . .. . .'~ ."" ~ii ,21 h ""~ + .... i,i, .,::', '; :'1'" , ..." . ,,-, .,-:," .1":' ..,'~ '"..., .... ,.~_u,",." .. 9 . ...... ." "'''' . ~I C ." 0 .. " . ' .... . ..' ..' .......... · - · .1 ...-- ~.. ~ ," . = 0 .,'.,i .,:,'.':': ,.t, '. '. ::':' I ",'i ' . f?"" '" '! ,::'" ,,,. .. . - --",'c"-",. '-' :;. .~.., "",,--, . at: : _. ,. .. .., . I . , . . ..' '. ~.. ,Fl' : . ,,: . 'l! . .... . . .. n' -- u = , - OOM .' z - , ..., . ..' .... ..0"+'1 Ii j_":" ," ,. '..' 'j' .' :'. '" ...., .., ,,, '" .....t- z,,";'" -. - .' ..-"....--",."... ~ .,,' . ': ..,,,.': ! J.!.i-"'.tyr-;'.~-~~:-;....: ". ,,' ",'..', ,; "./' ,.,,' , '::0'" .", · ' ", 1- " ~.. ~~~..' ," ~ . . .... .' .. .. ..' . . .' . .. .' . .' .... . ..n~ n ~ i ,...",;;." .."" . ,,' .,.,.,. ,.:TI,T ,,'C.' ..,~.": ....-".;...'~~~:_ "'i'_: 'T' . ' .':"'" '" ...:: gw-I-'"'''''' ..' .... .' ,..... .......... \ s ,~~'" i','" "".." ("..,,' . ."'" u....., ..1'-'-~W,. , .. ,iT"" R ... 0 ~ .. .-."...\---..." ,z ....,.2." .:,.... ....'" ,:....,Y . lJ,":'''' ...,'0:' '.' T~~-T-'~' :', .W' -'T": .:,,'cc"ow .., ", .- Z OH ,. ._._._...I-......'..._._...,~ .i nZ," '.' i1'" ',j ".. ";::"](;1'1' ill'i'.' ',' " ""N'K' ,~T--~ '*' ' ",--,.m.m """"'.'"""",,, ~ - .. ..:/ ..~ . . " ' (JJ j i~" l' : . ' . . . ., ,.,,,::., "...., , . C . , '~.1...,.,.'" .,...'... .:. ", ., " .. :Ji" ,~__~ ~;<> - -..- ~.. , -.... - ... " !Oil' . -.,'. - ,- - -- \ "" "'~.., .' ,." ." , .. .' .'l' . . ._~'. .... . " '..... ...., .... -"'- . a _ '. 1i' + :iVl~,.j I:, ..: ,:' ,"." .".';1 .~"" 1"'~~' ''11",'. .' :1':,': :. " . .'ni:.,:'.---... __ --_:,~~+ -_.,+.,~... .......... ..,' ...." d'C..--" .......,..\ 0.'- .....,.,' ,.'~" <n.ll' ,.. ,;;o<n' ,1",., , ",' .,' ...... ," ~..c>.,. .., - .....,. ' '< : '. . . . . . . . I . , , .. '" . . ~. . ., . l I . , . l . " . . ., .. . ' .' .... ,,, " .. ~ -.. .' ",." ..... " ' 0" ~ .,"'" '.' ~. .' ~ro><" . ..' ...... '.. .- . 0"' . ,... ..-..... -..,.....' ,.:;-',. ,.,...'. ,! :" ' .;""" ,RJ 'J.I: IIV'.-;",.'..,'" ;.":~., ",":' i,,"...,C--.,~.A'.."......,.":' .-. .,' ..'*1;,./' ", IV:~..,.... ' . "^" .~..."....._,.._,.._=' : '~ ., . ., .. . . .' . . .. . ~. . . ~~~' . , ." .. .. ,,'" . ..",' , ....., '. _ '. 0- ...- W" . ' 'r, . ." , ;,. " . ',', ' " _" ' " ';:(J. PQ' ' 'j" ' , ' '~ . . .' .. . . . . ,.' ..' +.. · 't, , ..... C'>~"'"'''' " , , ' ." ., . .. . '.' . . ",.,..... " .' ~. ., ,..,.... . . , . ,. ,. . . . " .. " ...' ~,' ' . ,..0. '" '.'. i' . ... . . .' . ." ..... ...... ' ... ",,;,:, .,": "',', " <"1 II '" .."... ."...... .......,., ~ .?o' " .' ".. .... -.... ' ......' . I :;.-;.~;:: ,I:' ,',UP~'.?8' . ,'....[ ,.':ii ",,",<0,,1,.. i,'; [. ':"; · ';;:':'I~<-""';;';"" :,....n..";,,......t;k " g;,9r'j 'i;,..".. ..... :.".-,,,-.\ ",...... ....+...._.... .', ,.;;"" '.' ,. ." ..' __.'. ....o'>c:i"...' .., " '" ".'''. ... .......; . ,.., ",: :l:UT. ." .:1 .'-;-'~:,T "-['1 ~o' .L.j~"r' I. ,i,~' V';" . ,;:.' ,I ....:~..,.~~An- "0),:~?-:,~~~I"~';":" ,'0-\\ I"'" , .' ,,/./ : -4 ., ," 1...' ".,..,,:'" 1 " '~;' .......:...... . ...: ,"" _I.:" , ,. ",'~ . :-c..-,. ~ ~ ~~~.. b.C.''''-''''"'''''; '.,... ,~" ,., m ',~~: .,:." . ,.,.' ...".;,' ,': eJ'l' :' ~~-:- ", " "..,..' "" .....,. ..~- ,...<:1",elb' "",""""'.' ',.1 ,'. . ..,.f " .. C . m .' I..' '.' ..~. . ..... .. . .'" - = .. I ""m . ' . ' . ~ . , ,~* ' .... ., ' , , ' i ,i :"', " T~i! . , ,i ',', i ,IT"" i;'-!--'I-~~-f~~'" !' ...... ....<~~/'v,,:._'i:: ,.~;'.., \ \ . '. " "........ . ~ ~:. p~,:.:, ,j." ::' '. I' i. :':'j': .,: ,: · o~~\1 i':~::! j;.i".,~' i':,:.:j.f ,:i: :,:,!<-P'~"'I" ."" '" -.. .:...~,tt:~i:: ~8~~~)"'.~"" \,\;' 6~' \- ,""- ../.......:::::.._' > + L~ .' ... .. . . I' I' ' '. · .;"... .' . . .. ' .... '. . . ~.' .. ~ ., ".. \ .. .' r .' '..' .. . ,. .' ' ." . ." ... '. '.' ..' . ". ....~. ~ z i< ", .\.' , ..,' ' /.. I ~ 11 :511:1~~':i ,.::i:'II!::1 ;:j,I':1 :,,"ii !i" ,~': ~,:uxrN:,:;;n&. _1',1 I,::; j_'[ li:':"':.-"\ <-I... :." c, :~~'l~n....:,~~f(\\. ,~v" Y- o ~ ....... . '!' · ,[ .. .. ~ ." ...' .' ~. · · ..... ' , - . 1't .,' '" \ \ ~ ~)> ! . '. i. .'". ...... . . . i ., '.'" '.' ::.""": ,., . ,--,.., ';';.' ' · .. . , '5<>-.. '" " :--::. ,'. \ iC: 'v'" \.., > . , . . ..' .. . , '. ..' , . . , . . ~ , . . . . . ... .. '. ,. .' . ' ' ,.,'" . z m .: : . i ':,' , .,"::.;: . !i ,,: ,'" ..' . . , ; ,:l; I. . . : . .. , . , . : , · ., .! iT . ". ' . ..'. '. "" .~. .....' U \. · \ \ '. . . m -< :' ; '., .",,:' i ' : ' . : .' . . '.'. .::.,;, ~J> :: · : ' · ' : :," ;' · i'" :, 1 ,', .' " ' . ,'.... "..," ..., ~ ., , . ,. ' ,.." !' i " . " ..' . . .' . . . ..' . . :\. · ' . ,,~ ' ~ ' .' :: ,i !,,'. . i '. '. . . ., ",' :. · ' · .' l! ...,., , ..' · : , .: · . i':' I / I ' .... ..... '. \." ."..' \ '- . - " 0 ....,. . .' .... . . .. · . · :.' . · . , , .' · . . . . . . .. . " · ,,~ '," '" \ . :;: 0 _ ; ..,jt .: .,: ' : : '. BU STA' : 40+ A' ,I.': ..' \, :,' ; . , , ',' ." ~. :'" ..:. .',:"..:. .'1" ,,,'" 40+nn' , '.', .;,)).: '.' "'.\;, ' . + " A . ".. ,~ " . . "J' i" ' ." " ": 1- ':'; , . ' ;'. ' " · 1 ~ )JU ' ' ,,-,,,,, \, \ ' $ ~ 8 ::. '.1" :' . ~.1.',~'.l.~' ,-'h.;.f ,;~_,~~ !',::; , ::::,;' '::::', i I' '" "I I:. :+ "'. ... \.:..>> \\:-::,' \~,:\<~~:~ \ ~,''-- ',- ,r-" > w ..' .... · :: .i. ,.."..,.,., .,l,;C' .."..". " .... · .'. .... . ," ., ' ' , ,..' ". ......... "..' ~> ~ C ,:"" :. :.':: ..::, .-1: '..j...",: I"'C/;.--'1l'~' :~~~.. ,].,"',' j .,;",.[ i:' , ':Ji i '.... " " '.' '; '."..h""...'..:,', \,. . ;:1 .. ~ _ " ' . ' " ' ," ' .,. _ ,,;: ' ' , i' ' !. , ' j' (\ _ I ' ' " ", ,', ' " - ~ . .... . . . . .' .. . . . .' .. .. ,,' . .". .,' " Z / ii1 -i ',,':::; 'j' ...' :'!.'. ".... . ..". .. · . ''''++", .,/~ . ! ,', ' ,"",,"./ ... .....;;,.... "".,'''''' ,X', '.,. ~. / q .". . "" ", .' ," ", ,,:: ,,' II, ,'. ." " ,I.:..' "..",. . --t~i--{ ~ ;, ' .'" " ,,' . .... ."" ' I.. . .... .' .\"",' \,\' " ' _ y ."" .' m' ....... ....... .",.", . · ..... " " . _ ~ z j',~g:: .".,"..' ,,:.: ! :l.'ii'~~:.. ..., i"'.':: ,.!.! ,! :'~'.,:".l ; ,'fH1I: .,::fl." /' .." .,..... ,.:<"."~h'~',..\\\',\', .,/ -i rtl "","", j" ': ,i ,.' ' ' ' ' . 'I .' ,.",,' .' .' . . .' ." . .' , . ,." ' ' ,.... .. ' , ' ' "" . ' . ".' " . I ' " ",' . . . . . . . . . . .' . . ..' ..' . . . . ., .' . .... ;: (J) , p~" ....,. ... .Y": .", ,'.. <..' ..." :'m" " I'" .' .' . . . ,. "," >;, ",.."",<'''''. '..\'\'. "" ' ~ ",.~..,.....' ., .... ..' .... " ., ~..., .... . " . . ,'" \" '. " ~ . ~~. " . . ,,' ,,' . . . .' . . . . . .'" 0 '. .. " ,., · . ..'" ," ".' . . ~ ~ :..ce~:; I ',' i,:., .:' '" '.'. i'" ':" i'! :::,: ';,,,'. · ~,....;..' .i...'. ::' ..' " / .... ~\~ I'''' ,~\ '\'. ~~ '~" '.... \ ~\"\. \ ..", ., / ' /' . 0 -' ,....,..... ,. . . ., . .. ..... ..' ~.' . . · ." .. .' ...,' ,\ ' ' / .'< ,.' .. .." .,.... . ." '.' , ..' . . ~ ~ . ..... .. .". , ... .' . ' , , \' .. , : ' " ,,': .' ".,..' " . ,. ,,: ' ;: , . i, .; ,... . _ ." .. - c " · '. · ' " ,,, ", .' " " '. . ~.. ,,' ,...".. ,'i""':"'" .,..,.;;' :ii":::'. ::i:;. 'i;~:;; j' '::' ,',' :':'. ~iS \;;:;z~ '" " '. ... ';. ...,...,.,\"'1'":':' ", ;;;g z . . . .., ,. . ." .......... , ,. " ." i.' . . . . · . ~ ~,,~. ,. . .' ., ...... ", ' .' ~" i :Ii i"i '1,1'. .,."J:l1' ~~, . "\ ...;i>';':/\:: X"~"~ . <.;;" ': W: '.'1' . '::," 1\' . \" ',' : ,7 ' i.'.'; ':',' '1 .i"" 1".:'" .. '. \i" oi2~<;: r-- " . \. ...\"..'" ,.,\\,\it~,,~, '\\ \ \<, ~~ ..... ' : ' .' " i ,', ' ' " ' , ' . j '. ' '. ' .." ., <t>', · I'j"'" ,'. .' .' ~ so '" m .' ," ".' ,,'.... "'''\ ': '. \', ~", ~. .' . .' . .' ... .... .' .' . . . . . ' - - . . .' ........ ~, "" .' ." . . . .' ," . '. . . , , ' ' . . .. . ..'" .. i... . . ~ ~,"'" .,' ".' ". ", _ ~n + +;'. " . !,. ,.:'. :::;':.i i ':;;"'i "'i: .', . ,i,'.'j I.i'." T"'.L!;~.;.;:':;:.::,'. ".i .' / g~ ;; ~~, ''I'" ';\.\<"i) JL:";;::'-. ,,'. 1 ... r-- 0 "Im\' ,.,' ," ,,' :".., .. .,. ." .... .' Q... - .' ... ~ ~ ~.,' ..' .... .', --""". \\' ,.", _, .. . .... . .,. ..." "" ,..,., " , . " ,.. ~ '" ..' . . ..,." ~ '. ,......' ". ,., '..... ,K ...... ' ..' . :;-<_._ <::). ,: ,,:..: ;, ;'1.. ",,:;.j' :0:I,:! "i": .,..:'i :' ;,.r.-..=oe .,. ,"I :' j'" .,~;ii ~ ..... ,",'.' ".'" ...,..".... \,'\' A'''JJ.",t '* _ ,,' ,,"',' " "", i-" ;:' " . " .' " . _, > _. . . · · ~ Z n . .'. . ... . ...,. "....., .." .' -' · ~ .i'i' ",,' " , "", ,'.' :.:, .' ,':' j'" j"..'. .,:~';:;;l ".', , . I" ",n ,;;," '. '.' ".'.' i,..,\'l '",'.'.'. '\ 'f ~" n '.. ..' ,.,'..' . ,.' . .. . .." ...., .':' ..' ,.. '.' . · ~ .' ..... ,..",........ ...... . . ' ~.. ..' ....... ,. , . .. . . .0 ..... ..... ..~ ~ ..' ~"' .' ,. ,'. .'.' ......., I ", <3 ' 'j' '; ,:: ., I:". i .: ."" i ,:.,. ... . ,~." i ' I'.: .'. j ,:; , :' : n-. t:::' .':, " "..j. 1(\ ~ 'il' ,."" '. ".L' ." .;~' "\ \'.'.::;\ 'I :;l: . ..,. ,. : , ' .' " .. i . ,. .' i , '" . .. . ~ , ".. .'. '. "" 'I - .' i , · ~;; ,., ,,',. ", """ c' < ' . · _n '\'..'.! ,.,:: ,,;',:, :;..;..;;; .:,:;: '~ · :l;;',:' 'i .'. ' ,: ~:~ ,~. 'j:" "",> .. oZa \,'" ,;,"':\'~ :',~~!.",. ' z . ." · . · · · . · ..... .'" . . ." ~..,. , · ., . ,"" ...,,, . .....:::; ,,'. . :;', dTA"U'" " ", ,', '. '.:'1 . "....' ." '. i . .. , . ,.. . · · ;;1 ~ ,,'" ,'" .,,' \'. ,", ~ ,.. . ~~ . ...' , . . . ~ ..' ... ..,." ..' . ~ ," ,." . 'I' ..' '. ' . ",...1 I' ..' ....;41!~! ,,__' ." . .,. ",4,':"" "" .:i.;;' ~. ',I':'" ;':11" ....1; ..' . \." .'d'" A: ..~ ...i ",_ ..J:>. ,. , ' .' . . ," i" . _....,.. . . a; . ',' ,.' . .' . . . . · .,ji' . . , . .... · 0 .' · ' . -rt! ,'" .~ ~ . ;;l: -t L' : .... . . i"" .... .', r-I.,,,..,t-- ,'L .,:,", U.:..,.,':';" .,;.. . -- ,,,,__z___ ,......' . \.it'" ~,l\1k:..~,":. : g ,0.:: \. :.,' ! . :..' ., .'" ,.': .. .:: ..\i 1 :,\,.". ..._-",~ L'(fi~ .., T ... -'."" - .... '. I"'!.\~~~' ~,~_"Iw'" ~ .' :.' .:. .. ,',. .' . : . . : i 1 Ii'. a ~ ,. .'" · . . ' . . 'II. ~' M ~"'''' ,\1l1li, , . ~ ..! !i:i I:;":' T': ,.'. ',' ','.;::, .:. 1:," . . ." ..' " . .~.Il' ;':y 11".', f,;"l~'~" . . .' .'. ' , ' . '. . . ..... . . ..... . . .' . . . . . . ,. . . . . .... .... ' . - " .... ,",' '. _ +~.,i .;: I,::.::ij ,i.:",'!'i' H,:il i,i: ..'1 .lli.1 'i., ".,.] '::: .1, i,' ... ...'.r' 1 ; ;,,~~I., lil,~ ,..D~ . . ' '1';"" ," ,..:\' .';:!, .,'!' ,i! . ,,,.,' , ..,.:. ,', !' [ i' .., "iI,$~ II"' Hi~'" ,\'f': ' ~~~.;>.\' . ..... .' . . . . ' .' .." ." . , . ..,.... .' .' . . n" . ,. " .' ",!Ill . " <;1iJ . ::-Lco..:.I".,:. ',';',:' ;,1',::' ::','i! i i,,!::i :i!,.i., ',:.'" ....:. 'i" '> ... / ,,~'" 'w ,~;;....~t..~.i:.;.' .' . ..... .~:;. .... "..., . .' ,..:.' +L.i"'" ,,,':,,., ,i',' ",:' ,. e: ~; ~~ .~".'>t!, '" ....'It. v': ."... .' .... o . r--. .,' . ,., . " ,,: .' ,'. l' " . ....A "' -" -,.,. iI''''' , C). > ~ .' , . . .' . . . . . . . . . " .. :', ",,' - 0 ."iJ[ ...ilI ... ,-" " '" ...., p....' . ~ ~ i .' . . . . .. .' .' · · · ., z /" ~ .. .'~' . .,' --'''' . .', ;$ ,<~T';. : 1'1". ':. I .. I.;.. .! ,..l . '<'I i r,"'::' i ;:1,:.. ..' .":, " ~ ~ ~Ilfl ~t~~'.:~ I ; Ji:'~'" . \ '. .~:~,*'~.!J.l " l';.)' ' " ' .' ' ' " '! . . . j, .. ',. >. 'I "i' - ~. .' .' ... · . .11' ..' q , . "" l' Vl .. '.i" ;'1. Ii, 1'\:' . ,.,j ..", ".".,':. ' · ..ct . \Ill'" ,........... . ..,' . I}' . .',' <~"''''i.- - . . " . . . . . .' .' .' .. " . . . . . . . ,,,,,",," . ., g "",. ..... , ':~. " ". e; "; : .. ..' . . .,.. .' . ." . " . ..' · ' :; ,~'I:t '"~ lI' .,. '.' 'k" .... . ~.' , . :~ ':. ':, ..i.' , !. ,[;! " . ,:1 '.'," ,,111::.1 ..t' " . :I'.! I . iF '. / ~ '_ll~'4'.i>."':>>l, ~",'1iI~../,. .' Ii " . . ' :' . i I'" ! ,... ,.' ".n ..;., . ".,.' .. :.' .,.: .'" · mi;"~~i~~t!~ ~ ~I'* ,Jl.~' 5l5ml ~~' ~il'6~~ ,.. . ~ ' ' '- .' _ ~ .... .' . .' '" .. . '. ........ . ,. . ..' .' .." ,,,, ... ~. :I,' :f' Oil """ . ' · . - -.' . ~ 0'1+ ' .; II'. .": " ." j .::.',' ,'..', II : . ::,:::' .: ':' ., :. . . ;.' :'. '.i ,,' ,." ~.l'fltl ,~~ 'I~~II; 'ti '~, .1'" ."'~'~~ :. ~- ~I\'.~"'. \,,:',' .,' Vl ' " ' .' . .' . .' i . . , . .-' ""," ,. , .,;;-p. .. ,ll!l," . '.. ., · ,,, ~ 0 ........ . ,. .. ',." ..' . · '.' F ~ .' . .." ...":..,,,,'.'i: ,.,di' "Ii /~ '.~ .....".. ....: ~ ~ 0 l' 1:1' \' .' ," ,,,' I . .i[,,' '. : '!i:' . .' ,'I. 'l:l.I.~~~8il~;j1<l ' ." .. ~'i'~'~. .~I-?' jl.~,~,',i"'},J~' li~,~ , " ' . " : ." " .,' .' [' ,;, ,. I.. .' .:j'.' .' ,:-~ t<~~~ .:"~..>>1l"-' " ,~.' ",,'" "i' .' :;: '. ..:....... i : i ,.:, " ,... .' . .",z~:;;~ ~ u_!ii:iIJh',''ti~ <,.-1\ .~.)I' '. ~:.'JI" ,)t ; ." .. ,,',,". '1. .: ~Ii;' ':' "I '1\' i".' ,.' ,., ~'='e~l"[' ..'6~i"'-:~"tc,,,l):..-"tf~~ ~ '=' ' .... .'..,. ".,. ~ . .,' ; [' , ' . ,,' ..,' "'?' ~1;i /'IT. 'f,~ . . ,,",!!IlllI!l! ,....'0. ~~il'ttU1. "e~~.' f\l .l" {~ :. # ~ ," ...... , . .' .. . . ".,.' : ..." . _ ~ '" ill' , ;'.' · > ' . ....,......,. ~ ."JiIl" ~" .' ,," ! .....,... ...;. ...i "',....- .' i'. ". i'.: ..' ...:'. .~~ ~::\:l. .,.. ~.;j:::.1l,,~_': ~.,._'- J 0, . ...'.1' ....,.. f()jHON'iNlmo' .1" ..'. . ' ,I . . ' ._ ~s g::Jg -r ~ '. ~ .. / . ' :!Il,;"h' 'lI':~ ....1'. :f'l:.iJ" i.ft'" \.-<",~~\.~\)~\,'1.~')\.-<"'~ _ I: ,..:..:,1,:.' .::: I' [.,ONS, E'DWG.r: ,. ,". '. ,'. "';E ;~~l3 ~>o;, '" -~ . " ~JJiJIiJP:-R.t/!.~,1~1~~..~~'\s~~~'\~-<",'\~\.'\ i..: ,: ' ,:. : '. ",' . .' .'" '" ..' ..:" ........ ."< 'no;~ ~;;z",>,"n ~~... .' ."...,..:.,..:_".rl'i' .,," "s . ..' .' . .' . ., . . .., . " ''-~'" ~~" 0 ~ >~ "'-~ ,,,,...' .. :,1 : I j:: i :' I .1'.:'. "I:i . . ;. ..... ",.! '.. [. '. II '" .;,;;::~:;jo., ",'il;!~ ii~"; . I"g a 0':,.. " ...."'.. . '.",,:,'-''''';,>,:.# " ^ "." , ' ..1.... . . . ...... ,"" 1'" '. . .' , . 'liE;; ",."]1 ~~i'j~X~ ~- Z . ". ",~>...,,,..,,~ I I' . I .'.. ';., ",: "':" .:; , . ',' i'. '.' '. .~~>;;:'ii<" "~O':Cl~,,n w~ - " s'- ,.\,jlli' .' .' ,i . . . . .... ..; .,. ...... . .... .'''fir' - "'eJ~~""':;o ~ z .' \>' 5 ~ .' . : . . [" j i: .', i .', ..' .;,'." '[" .' .. .;, i :,.' D;",,,,~E · i";)i\l::<' ,,:.: ~~i9::< '" ~ ~ ... .'. '. ;1" .,. · " i "." i · i .., .' !..\',:~~,,' ~~~ ~g ,,:;:=v; . F$ ~ ~ ti I ",' .1 \" i i .. . .. ,.., , [ i J":': .','.. .' . .. ~ ~a~~T ':;~~ ~ti ~~~i z ' :"': . .' " . ,': ..\.. " ..... ' .' · ,.' .:: '~i<i-' ~ >\:l~ d ~ ~ ~ .,.,..",:!'. I:' :. ' ' ': ...:' ..' ',' " .'.. '. '. 2 ~~i:1' ~ ,,~Ii a> >;3,,01 "., . , .' ' : I' ' ,! ' [", · ' ..: .,. · U'\' i>i ,- 0 ;1J '=' ..,.. ~. i"'":''' .'''.' :.'." ". ' .... .... ...... .:;<-'~~ ~ ~1';;;1 ;!':l =,15~:2 _ Jl . ' ,:; .,.: ;i .I:!.' :[ ':,1'..;"1' .1:':'. " ! 1 , ': .[,1' .,. '." ,t:ii~~" ;;~;:: <1'il !",~i3z ~ . ",' . ." ... .' i , . . ." ' . ..,' -r ,. b 0 'I!! , ~ ~ z ?;) r- ..,.. ..,.. ~ , . ,0 ...... 1 " . , ; ,: .'.: i' " ' '" , ..,:' ' ' ~ ~ ~ '.: . "" ~ 0 '- 1> ::c '=' U'\ . _.. .. ...', . ,,' . .. . '='~~ 1>< 1>"" , .' '" . . .. " .,,' ." .' . ~_.. n z~~ > 'I! 0 '. c;' ~ i I~: '" · , . , . · ;;, ;,' .,. ;:; i,Y' ," :;]~~ ge; 8e; V~~'3'^1\~ VIAOI i . 10 ~ ~ I . ' , '.,~j.'.. '&. ",oll' '" ....>r . lJ,m . .. I O' tn '" . .' "" zz=,~" ~~ 6 , ' 0 '" . . ~ ~ z 0 ~ ~ ~ , '6 HI II 83 J tV. ,0 ~~~ ~ ~ nO o .' . ~ ~ · I .; . ~ ~ 0,:1"11:1 "t- o ~ . m I :n I G> I x -----------~- ---- -~-- --~ - ----- - -- --- .-. ~- ----- - --~.__._- ------ ------- --- ---- - - 6.,1:'474,<-,-,.,13,134T4BT.u';:jll BATe PLGTTeD 0::5 O(.T l~~"F ---.-------~-_. --- ~ ------...---- -- ---"--------,---. ,.- "- ----- ------~.-.--------~--~- ~ ---- I CADD D I -R I ~ CD 0 0 m I ." L Gl I I - __ I 5 en len en ,en en - -- - - a iN t.N ,<..n en a a a a a -------- -- ---- ------ ---- -----.----- -_.~ ---- -- --~------ :n m < ~ - (J) <5 z --..-. ,- - --.'" - - .-.- -- ..- -~--- (J) ~-- ---~ ~-~------- ------- ---~ ~-~- -------- --~-- o :n ~ MATCH LIN STA 46+71 BACK MATCH LINE STA 46+71 BACK z ~ STA 47+0 AHEAD STA 47+00 AHEAD --.l! FOR CONTI UATION SEE DWG 5 FOR CONTINUATJON SEE DWG 5 )> + -- --- --~-------- .... -.. 1l a / · :n a · I o /' RUNWAY 35 '" < . F\) ~ · j I' · ~ M J "U --~-~ ~ ~ · ~ ~ . I ON'" < ~ . 1 m ~ . o 00 . ~ . I o 00 · " ~ " ~ + . ma' I ......." I a .,.., ~ . t('J ::0 1 "'. ."" .",,_n J me 1 P'1 :z: . ,:E I . ,..' ' :z: )> . 1 ,-- 0-< -- -- · ;:;:1-0 I .' ::0 1 -0 I -I . · fT1 W ::IJ . -n, ~ I I ~ j ,/ V; ~ ..' · -, <5 U) ~ ,....' I ,~, z + 1 (J) a ' I a I , , ;,""'" '^ _._ __ _ I ~ ~ :.~.:'i- I "* '0'., ."", o ::E ::::E' ..;s.,.. :0 () , .' )> I = ..Y :n _. ::: STA 49+85:! .,;:g z ~ -.-,-.-.-.-.-. ...-.- ._-- ---.-. "~'" ~ + - ,I ;:, ~ c:> '. ~ a n I , ... 0 C> '. ;ii U; I !.- o ~. ~ .--~.--~ C : ~ -' )> () I ' . ~ -I I I ',. .. " ' ~ ~ ':':' .' .. ",..~< < "" I "" ., m <....0 r- 0'>' o co _, f .~ - s::: ~,' tJ1 ---- z. . J "~. o ~ , --i ". ...... _ VI I rr"1 ~ ',h" ~ + ~. ' m c:> ~ I n I' ; a I fTl., ., I -U" ~ o~~ooo -I ., ., )>""'O-03::Dm I I C) I.' ~ '. ~-o-om)>ro ~ f . m:n:nO<G; i--.J P , OO^<z ' .- <<mZm < · m mOo I j I'r 00 I . I .' . {)1 I .. .' &> of> 6 ' d'> d'>' "', 0 0 ~ J' . ~ 1 ~ o..D tJ1 I I" " ~ ~ N J;.'. '; ~ + J', ~. / ~ C) 1 : ~;~ ~'. ',' . a ' ," z 1~.. v: I' 1 __._----------------~--------- i ($ ':..r. .\.. 1 l ,: j . ' . ;. ~ I ,,, . /-..; > <..n ' t.N Ul ' + ro m a - ! ~' "* ~ a -II CJ , .' m () t.N ' .... ~ I o~ Z r- ~ I : ~ )> _'r ~ ~ :z:'" 6 fTl" - fTl V1 I ' ~ ~ ".", ."", ~S~ I:r~\ J> rr"1 :z x . ~ ~~t. o t'n .. :>>-1. ., '.:. o V.I U1 "'.. ',..., t.n:::o (j') I , :.' ': ~ Z --I -J fTl-(1""l, . ~)> <..n + ~n . , r ~ 0 L' ~ Z + 0 ~ , z a I ' ~ r a ,,, (J) m ." " _ 0, z -< :::0 t { m n t / ~ 0 0 V1 ~ co fTl :z: " ' .... ;' _ z ~ '-'I u:> - I Z --i :::: + o~cn I. ." m 0 -r(,Jl >---< .......... ~-DVi ,""T'V:=;:" m :Z:O"" :z: :z: a ~--..JCJ-I , ~--:::;:r: ~ Z nz.:::: C -l a 't.NLTlJ> , ..:''''--1 -/# ......, z ::OGi > f"T1 t.N1.,D1.,D' .C ,.,~ .G> r^ tT'l x --i :::0 U1-JooV1' :::Clt!'("'} V.I ~ f""T'i .......... () :::: u? ...,J::.. . , rr1 .,:.-...j -- ~ C l/") n.(:rl. . . 0 fTl . Ul + ' .:t: f'.,J :D,..... r'1nOl = V1 t.N :z -u CD":::"N- " "C'7JCD or....... :::OM . 00 -I".,N 00,' ",<;) ~ (J1 z V1 <::) z, ..'" 2" --; -I + "., :::0 CJ' ,....:z: 0... m :::0 rr1 '* ~ .,' fTl ;:c) , 0)> a ~co " , ,/ Q ,.'. ~ a n _ CJ , ,"..' n.~.., ,,'-I i,;' c Z ::IE .,..,..~- O"'"J........... .'~ :D (j'"").. ...." ".... .' 0 "'0) m .. -,." / o .. ,~' s:: <..n .............. .........."..............'.. ..,..,.... ..~.......... ..,...... " ...... ......N ..,' ..,...,..- ,"," .. '" ~~ .', , CD ~ en ," .... ~ 2; ... ....,.........,^" ..........,w"..... .'. ."w,...... ..' ..... ," ",..., ".. .. '..,,. ,...",.. / '" ' ~ a - ~ ,..:r" ,..::,:~:~...~,'~::~,::~:.T,;^ ,'-' ","",' '.:," .'~:,' ,."':, >"', .."~~: ':,: "'..~"..;,:'i,,:C:..,',' '." ", ' '0~Pj': ...-.\<:~'<' :En r- -I r- -< o :EO ." <..n Q_ --.l fT10 + fTl:E a '" :>> -n a :z: - -I -I fTl -< ~~ <D n ".,- ,,0 -I:E 0:>> :::0 Ul "., :E "., :::0 o Ul- ~ IZ tJJ N m---i . a . ---i "., fTl --1:::0 OJJ;>O> V'I nGJ---i n -<.....-:z:'- fTl 0:::0::::0 V1 m :::0 r- f"T1 :s:: l> fTl .. -u ~-u~ 0 -oO:Z: ~ :IC>::r::f'l .......... r...........(} o r"'T1:::arr1X z mZ::I: :::0 -I n GJ --i GJ '-' o J>f"T1 rrl:Z: V1 ::e -0.......... Vi ~ CJ Z-40GJ fTl z:::o:::o~ ::E m 0 -u .., z -I -U rr1 ::::O-UOrr1 ::I:........... :::0 . m:::ox > m\J ::O--iO ~ -J f"T1 -0 -I J> (}::::o I -<-0<: " oc.......... J> ::::0> ZZZ Z J>O~ r:;; U1::e:U1 --I -U fTl r- fTl > ~ l> 1'10 0 n-<J> :z >:::0 U1 C r o -l 5:: --l -U I r- -< > Z -::0 > ..... -U 0 ~ C) <o--i ..... :::0 n:S::fTl --I fTl-l.......... o >C::O mC> .." ~Vl""""" :::0 onZ .......... .......... --l > fTl 1> --i- r- 0 r- 0 -<.......... m :Z:::::O c U10CO ".,0 .:z::>> CJ s::::O.......... () f"T1J>......... ~ f"'-..J7' -I - G'J CJ 0 ." fTl :z: ........... ........... Vi ::0 :Z:. 2.- n :s::o> rrlr 1:> -:z~ Ul- r- :z- :z m f"Tl--lz:IG) .. o::r:GJ p- r- fTl 0 :z: ::::0:::0 COo -1- "., . N Z (J) . z $ o 0 ~ ~ ,~ ,~ VMOl'Ul8 \fIAGI LN m - V1 ...."1 I II" --.l ~ :>> ~ ~ !il:b '" ,",_. J ~ .... Ul '" :z: 61-) :6 WV 1\ 833 96 o -I 8 a3~11~ en en en en en en en :n a - N t.N ~ <..n en o~ a a a a a a a ... I ~ CD 0 0 m ." Gl .~ _. -=---. -~-. ----- --------- -------,._-- ____nO" .~_________ g.' 1:J1:1'e.el"'"t :!' 1]~7<!Og ~~ DATl: rLGTTCD r 03 OCT 1')')7 "~-----------~ ----------______ _____ CADD DI-R' )> CD 0 0 m -n G) ::J: ~ en en en en en en en CJ - N LN ~ U1 en CJ CJ CJ CJ CJ CJ CJ -- ---_. --- -., "~_.__. .. -"_.. --. - --- - - - ----- -- --~ - ----....... :D m < """'05 U1 ~ ~ 7 __ MATCH LINE STA 57+00 - FOR CONTINUATION SEE DWG 7 W I CJ / I I I, CJ / I : ' /' I" I 1 1 " r I ...., I I ....- I I I ~~~ .~__.._ .__ .__.__._ __._,_.____._ +__._+._.~ ____.~___.._~__ - I I ~ I I ._ o L.>J I .. . :0 D I i I:: . )> ~ I I ~ :!= ~ I I I Z U1 ~ I I I I 00 I I I )> + -.- ---. ,...--- ---".. -.. . " ,-.-. , .----,- I -0 1 -0 CJ I I , :D CJ " ~' i 1 m I I i J\) 0 'I . I ~ I' ~ )> " -U ~~.. "_< 0_' ~""""""_..' I I ~ I I o I ! I. ~ < I I .:. ~ I. . 1 I c..n I I I o c...o I I I ~ I s: I: m + ' ::r:: , CJ I "*' , ~ CJ : ~ I :, 1 VJ I I.' SlA59+48i : l I :' _ ......... _...---. ..... _ _ _......-i -< _ _ -.-- ... ~ _ _'~ ~_ ___ -.- _ + ~ -.- _ ___ 0- I --- --- ----~-- -- . --- -: :, ~ i I I I I, 1 w:n I ~ I \ m , :::; ~ :ZS::: 1 : W ~, < <5 CJ V1j I "I t5 +_.......--~.._,.,-'~ --,-,..-. ..-,<,.- ..".,..-.'-- ~;"-'-_. " , : I 60+1J0 1 CJ 0., I I 1 CJ ;UO 1 1> ... I I o 1 I 1 ,.."". 1 CD I o 1 I I <:: I I ': _ ._____~...__.~_._ ___._. .. _.. __~ .."_____-"" _._~. _'_'~_' _~'_M__~" __"_~__.~_' : j :-.., ., , I o I i I :D )> I 1 :!= ' I 1 Z I I en I I I )> + .--- --" --7---;--~-____;._.__:_- -" .--.- - -'.- ,~- - ------ n : : -0 CJ 0 1 I -0 :z :D CJ V1 1 I ... 0 ---; , [ i I,.. < ~ I . m ~ I. , o nil i ,<' ---; , . ~ '~~'~_"'+-'---+--T- ----r....-..-...,.-...,....-.,-- -~~<..,...<t, t~...-.......-f..... -t~...--;--~-r-.....~. ............ _....-.i_... f'~--:-"'+-+"'" ..;......._+_;_~.:.....~ ~ : en i .': -0 I -"" I 1 :D - o r I ......: I.: < ~ I Z I. m - 1 ---; I I ,..,'.. o ----i I 0) fTl (J""l cP I' '.~:. ~ V1 '?::> ~ V'l I U' I " O '\".I' I " .-.-.~ LJ' -, .... " , - ,., I,' )> . '"" . . . . ---i I ---0 : rri + -.----,---..--.- ----:------~-----------.-.-. -". --- -'-.---.;..--- ------- ----.-----'---:- =ci I 6 .:.~ i CJ - I :;0 I I"" , 0)>)>000 CJ ~. :'d-< " )>--~-m I I~, ~, v u~~ . . I 10' . -I""O"Um)>w ".N : " 'en m ~ ~ ~ ::E G5 ' , ' . , , " , ' 0 I I ' I '0:;, , , ~ ~ ~ z ~ ___ __~ _~ _0._<---'-.'--- .0._'.._ ~ . ,,' : ir',: ; /'; : -:T'1 I. , ' n f\ '" '" '" ' I " ' VI -f Pt-J>L tP I' ~ @ ." (i'") -n V' I . I :~ : ,,', VI --0- f"'..J I t I q: ~ zoz I I 1 ~ z ~~~ ."' ~ ~,q~ ~~~nr ~_-"-__.. ,_, ~' I :.,!' ,;' l' CJ I I. \ r- I I . ~. - CJ " ~ I I I: ';, : ~ I I . \"~ III I ", I I : ~ I "'J , I I" ---- I ~ I ~, I I '. I I I ~ ~. I : I I ,.,' 1 . en 1 I 1 -J::>. 1 s::: I > + -- I ::r:: I, 0> CJ I "*' . -,~ "<, 1 , =E I < ",,'" ',' - CJ n '/' , I, Z · ~" \ .. n:1 ' -"" I \,' " :D ' ~ ~I ,v Z I ' ~' ~ I I ~,', (5 --....,-:--.~.,... ":'-:--,_':"'~ - 1 '. .." Z -~~~ I I '.'.: ; ~.~:"'" "w;::'G56::~:::650 :,..i ' "" "~. :':',::::~:~::;::: " '"-,,, .. II "'w",' N.. ;'- (j) --. ,,'. I c)> en ' I I ~ Z ~ -- --~:, : I 65+00: , z CJ G').' I I --< r ;UO' .. W m CJ ". -' , " _ 0' 1 I I Z -< ""6; I " mol I I Z C I,' . ,"';: , ~ r en : I :i =< -i en I I m + 1 I 8)> CJ 1 I, C Z CJ I I I." :0 I' :' m .. - -i ' i 1 -0 (j) 1 1 ::;;: , I I Z 'I Z 'I Z I I , G> I 1 .,. , I I z 1 I o I I ' ~ en I I (Xl )> -.l I I I Z + I, )> " ~ CJ 1 I I ~ CJ I I m , I I" ~ I .,\': " I I ,1':- 1 .I~ '. I I 1;-' I I \ =En 1 I ',0 " r::; : ','.-1' ,.t. : r -< ': o 1 [ , , ::e: 0 I -., - ~ I ,; ,: ~', '"Tl en 1 C"-'::r:: ",C,' g _ 00 ' , 1 I c! ~: : >." ,..,,0 + I I :;OV1n ," ("Tl=E 1 m---i,-= 1 ::><". CJ 1 C<..n l CJ I nCD " ...........0 · I Vi <:::> ,': :z- I ~ co :z-r"l ';, " ---;---; , 1:Z0 I m-< :t:t: m:::O , ::0- 1 _ n ,. <D nil 0 ---; " m - . lJJ - " -00 rrl 0 , ' ---;=E I 1:Z', \ , oJ> I ,'\' :::0 I,. ":. , , U1 - , · I , \. ,.." , S T A b8 +8 3 ii' ( :::::e: -0 Q:l --+-+---'~--, -.--..... I \: \'. ,.." ~ -,.." " ",",' -00 I 't.. .. ;u U:>""o I \\' + - .___._. I ' CJ I (/ \ CJ Tl;U , '-.' - - I ~V, z~ , __ I ")(.', ~I I ~mz~ ~ ::r:: I V'l - ~ GJ~' I ONOl "J N-CJt.rl I --IN---i ~ ..... I ....LNC)):> - ~l> I u.:I...OCO cb . -O"'\N(j'I en. <S) ~ . CO.CO+ ~ ,'rrlNOOO I :z <S) VJ <5 -..I CJ CJ VI, I + ____ __ 1 U1- .... · ::r:::Z CJ OJ I ,..,,---; CJ I ,..",.." I ---; :;0 n ... en"'" I ~ ' o I :;0 -, , :;:; \. ::IE f'V-Z ... rr1 . . 0 ...... :;0 ---; , COl>Ol> Vi rr1 ... -0 --J -<-2. rrl Vi ...... r _ :::u r- fTl .. ... ):> + ---i~---i CJ ...... :z CJ MATCH LINE STA 71+ 0 - FOR CO T!NUATION EE DWG <j ~~~~ ~ ".. ". CJ ---; n , :z 0 pm ... CJ ::E.~-V1 C) ... z:::o:::o LI1 .,., ...... ::: Ll rrlO-o .,., ... :::0 ::::O~Orr1...... o . m:::ox J> ... .,., :::0 ---i n ::0 ... ........... "~~_ ~~_~ --l J> ~ ...... . -<-0< --r"> '" m :::0):> ., '" ):>0--1 - ...... --I~rr1 ~ ... mCJ CJ ...... ):>::::0 U1 ... --l :s:: ... 'It r--<J> :z ... o ---; ns::"'" 0 - ---- U1 l>C:::O ---i n --IU1........... ):> ----i):> :::0 or-"'" ~ :z: ::u 0 .. m c:::> C CJ:s:::::o --' < ::c f'1 ):>........... :::0 mo --I...........G1 m Z (j) :::0::::0 fTlZ:- 0 N o 0 ---i........... ::::o:Z , )> . ~ s:::o". _ r !J1;T'lO . -:z:---i LN m o~ __ z Z ~ 00 ~ C; Tl ~ ~ .. I~ I~ ~ ~ "Vi\\Ol'All8 \ilhOI '" -"" =E :.> - V'l TV) , 11" :z ',-~ DO Y1::L".,j,_,J o 40 - - 8 - - p;z 61]:5 WV \I 83386 en en en en en en en a 31 1-1 :D CJ - N LN -J::>. U1 en . I~ D~ CJ CJ CJ CJ CJ CJ CJ )> CD 0 0 m -n G) ::J: I ----- ..-- -------- -----------. --- - ~- - - -- - ---------- -- ----------- ------ ---.- -------- -- ---- "--- ..-.. ------- -- -~'-';::l -" - -- -- '-'~ '-''-, '.......' CADD 0 I -R I )> ro 0 0 m " G) r ~ <Tl . <Tl <Tl <Tl <Tl <Tl <Tl o - N VJ ~ U1 <Tl o 0 0 0 0 10 0 ---- ----~- ---- --~ - --- - --- :IJ rn < -(ij -.I ~ + MATCH - FOR CO T!NUATION EE DW MATCH LINE STA 71+00 - FOR CONTJ~UATION SEE DWG 8 W 0 , o / j I I I __~_~ ... . - __~ - _____ _~~_ - .___~_ .~~ ____ - _.__ - ____ __~ ~ _____ I I J o 1 :IJ , I > I .. ~ I Z -.I " I 1 N · I )> + ~_._._ ._. .. __ _. _, .__un n _ __ . __ _.__ , ~ 0 1 :IJ 0 . o I:" I < . i I " rn ,". '" 0 . ~ . )> ;)'. "'U ~~ - ..- ~.................. -- -..-.- "-<." ~--- ~~- .. --~-~--'- I ~ . .yo I o " I · < ' 1= rn . 0" Ii -.I I ,), o , .. I ~ 'I )> ~ I , '~ . ~ B --- --l--- -.-- -------- ---.---- ~ ~' ~ I )0">: ''I:'' , ". . ~ . // :. ' ------- ------- -- ------ --- -- , i t~ I: W ~ .; < 1 · (ij -.I 1 6 ~ ( z + -- -.--- ..- -------- " -- '-.-' - ~. --H , -- --- ::tJ ----, '. 'I: (JJ 0 - I, ','.. o - s:: I ." 0) I. ,~ I I :, " . i J ~_ .__~ __ _, .____ - I I :.\i o ." ~ :n i -: )> . ~. z -.I · U1 LTl · )> +-.-.- ~ I 75+00 : ~ 0 _ I . :IJ 0 :z: I "0 -l 1 J < m 1 rn ~ o n I I m J )> 'lJ I 'U c: 1 . ~ ::0 I o ~ 1 I < . ~ 1 ': l . , -.I I I <' o en . ' )> -; + .~~ . rn 0 ' · , o · O}>)>OOO : I :, )>~~I~m .. -;'U'Urn)>w I .': rn:IJ:IJO<6 .' OO^<Z , <<mZrn I '" mmO 0 I ~ 00 I { nft~~~ I U1 ...... \'c.-S>e- 6) ""T"J Ci)" I \ .... VI -0_ .~ ~ ZOz ' ~ ;;-;: Vi ~ I !' . ....: 5 ~ ~ 1.- .'} ...,:~ n ~ ~ -. " + ~ 0 I ", J: 0 I . z ' ~ I . ,"f;' I ; '. : ;; ,.,' ,\ . . '. I f.....:/:.: :"/:" : ;::. } \; -.I.:,' , 00 I!!':: , '" , , ::r:' .' + ~ 0> 0 I =e!, n . ,: Z 0 - r -; " I ---J : , m ;' JD : , Z f I )> : ~ . f i5 I , ; Z " )> I ..-;, " : r . ~: o ,^ 1 ' ',: o ~ , ~ 1ii ~ -.I I " ?)> l.O ~ Z + Z 0 -; r ,....,. I " W m ~ . - , Z - ,....,. ! \, ' , '--" I ..; ~ ,....,. ,"', ' c Z ~ " I :IJ 1 " ,~,I : m "_ : ~. - : 'U , ^ I : r-- '::' , I r VJ ~~ :, ~ I I~' Z , .~ I .}' ~~r~": \" ~ i~,:l o , s: 00 I j. Q) )> - , ~ + I ~. ..,....". : ... Gl a " , rn ,....,. \. ,.. s: ~ 1 ,,'., ".. m ~ .\ :: ,- Z --I ".. .... I =en I ..-: \ ~~ I", \ <:> ~. : ~ . ~ " =eo I' "[ 'T1 00 " . Q.......... N ~ ~ mO + m =e "" l> 0 I -n 0 I' ,\ ~.~ I ;\ '\ ,,.. .~, , ~ n ' ~_ VI "'0 CD I ~::e I . ", ol> ~ \ ;;0 0 1 , , VI LN .. "" m 'T1 1 ", =e c-. .' g ~ d'" '-J, I" " + ".. "., LTl m :z: '" I LTl .,'", <::> .," ...... ...t::o........... ~ <. ... .,.. 0 I'<J 0"> ,6", , , o . 06; - - 0 VI I - 6' ' '" .'., , '(}...., t.D -.,J rv ---i s::: :z. 0 "v . ~"'. "', ''\ [....\\~ E G ~ I~, "~ ,.' \\,}:'<?:::J\'.' .\\:, . '" J ", Z.LN <...D ---I \. : } c:; ~ ~., ..... ";" :-:'''', """"", :/ "y.....~, ...... <..,....~>. ~,~.. :"::: ... I 'w.._, "..,.", ~ 00 · <. o J \ . ~ ..' + i 'T1N A VI - I c:: ... " ~. ::c :z: 0 I -l . C)"v m -l 0 I c:: VI "" ~ ~~ ~~ ~ -l~ I fT1C . ^' n I CO""';::" -.J fT1 I (-} > .: /":;s:" \J 0-" :."' -I ':z:b \ ~ c..., o ':Z:~ ' , ~ ~ I ,(") fT1 "1- . -0 n \ ~ l.I1 ~::z -I :-J ~ ~'... ~:::: O:z: "'. ~ fT1 , If) ~ ~ '... C # / '" 00 " :::::;:2 ''> r-- U1 ' , -< - ..:& l> + ' "'0 :z: , - :z: c!:) o " ) '.;'f;:' ~ 0 OJ " ;j o 0 I'<J - :z:', ~ . . 0 , ~. ..... """U -l ... '-,. ..... ::::0 CIJ)>O):> ~ fT1 ~... ~ o -<-:z:r-- '" VI , ,S,.> ""Tl :::0 , rr1 .. ... "'" ........... - ~--o--1 0 ...... ~ r-- ::c 0 ::c m - , ::>) rT1 rrl :::0 i'1 X ::z ... "'>) --I (") GJ ... ... \. \:) o l>m, '.. ~ ::e:--O-Ln 0 ~ < C) ::z ::::0 ::::0 LI1 -., ~ rrlO \J"'~ r::::.- OO ;o-oOrrl ""Tl... 'V ~ . fT'1:::OX 5; ~~ ~, ;o-l("} ~ + VI -l l>S:: , ,......,. n -<-0< -., ...~ ~ ~ :::0> ... ,....,. - l>O-l - , ~ , -l-orr1 fT1 ... m r-- , .. rr1 '=' CJ ... l>::<J VI ' <::I: --I~ ... fT10 r-<):> ~... Z (J) :::0::0 0 --l:Z: ~ o 0 -I........... n:5:fT1 0 ~ )> . r....J )>c:~ -I ...~ - r . --lll1........... ... LN m ...........--1)> ::0 ... l.O ~ l> .' ~ ~ r-- 8 "'MO\',UI:) '\fh\O\ " A - ... VI /I /I mO c:: \! J\l"~1! \1:) 'V f\) - V1 0 ~::::o ......... \1/'1.:J l... i'\~.l ::z 00 rrl)>_:::O r'" ~ - ~z~ ~ &'1:5 \ol~ \I a3.HIG o S::0l> <Tl <Tl -:z: -l ~31' .J - VJ <Tl ~ Z O",;Ji :IJ,....,. -lG'> . ~ o rn ~ a 0 O::c ~ m )> woo rn ~ Gl I --- -- -- - - - -- -- -- . q"13474'conl-3'1347410.dgn DATE PLOTTED . 09-FEB-1998 . CADD DI-R I > lD 0 0 m -n G> :I: ~ en en en en en en N u.I ~ U1 en ....... C) C) C) C) C) C) :D m < 1- Ui 00 is en MATCH LINE STA 86+00 - FOR CONTINUATION SEE DWG '3 z + (j) ~ r- I C) , C) I , ... I ,- / I , ! I 0 J :D I > ! I ~ , z 00 I : ....... , q., }> + /(!J ------ --- ---- ---.. ---~ -~~_._- ---- - ---- ----- ~ --~ I CADD DI-RI )> CD. () 0 m 11 G) ---.-------~-- --h----~..-~-.I~. -.--~-~---- z o . ~ ~ ~ ~ I~ ~ N ~ ~ ~ I~ ~ : 0 0 0 0 '0 0 - - :0 m < ~ (jj o z - UJ - - o :0 ' )> , :;; z ~' ,0:>"" )> ------ -0 -0 :u o < '" m o )> "U -...........-.. ..............-- -0 :0 o < m ' o " o :I> ' ~ ~ ~ ',,0 ~ ~ ~ _ 0 o * / + - ~ ,....... - ~ ~ ~ ~, o - Rl''',' " ~ W :0 0 '0', '::, Vi' .G~ m .,., ... \J1 r'1 < \" ['T1 (jj Vl 0.<;::' , o - ... '" u ',",' :z z ['T1 ~ $:)J " 0 (J) 11 ~ "', .....,....f >.', 't 'Q) ~'l- "" ['T1. _ . ~ 0 -{~" ", ;-, "'" n :z c)'" ~ ",," " " ~ "'<,"" n'i'>~--' " _ r-- Go ---.J ,---.J Vl ~'-' , " ..''C) \. o C; -< l i:P. ~ \. ..'.. "" " . . ' . ".' ' N ,Vi -< ",>"'> '", ,.., '''''', \. ". ............ "., :... + - .-.-.- -.-'- ...~ " '"' ,." . " C) C)~,....... .~.... . ~ 0 ~'"- - - - c:'" , , ~ ' I - ;,RUSt, '. , ' y , -n - ;;:: ~ ['T1:z ~ -,', -if'O :;; " ", C~:r: N"':: -''"" "'C,S '", " Z -< - # ONO> "-.., ,.fONt', ' N C ";:0;; - - a (,I'l .... " C On' , ::0 Vi ir> 0'> ---.J N -< ....' ,,IT/L'[',,, """" ,;' r'l ---i I',.J ... - L>J l> .....->. ,"v,.. ...' VI <'. :> c;. N""-" '!It... .~. ""0 N >-J t.D -. -'. -u ....- nCO ": -JNI....T\- ~.. :0 WI <=> '::::'O"'l.o ~ .tloQ :J: z...,. .\....O~ , 20 ro~~+ . ri=i '. m::D f'l D - . ,". .. o _ ~: () Z; .... LN ' i ~ ; -----.-.-..--'--.-----;--i~-~'+~ \ 0 i. . m 0 r~' o .~. I I ... 25 d' .'- ..' .', I J ': .~. o > .~I I ' :I> 0" -j .. I '" , m '1' > , :, I i -' '. .~ . o :I> :I> 0 0 0 6:' .... ./ ,:' :I> -0 -0 :I: :0 m @. I ,'f i -j-o-om:l>Yl _ 0 I l ,,' m:O:OO::i:G) ,....... , . f ;- 00:>: Z ~ y < < m Z m ~j I .I mmO 0 + I ,..,f 00 ;, I r ,....... " -<.11 '--' 1 r ~' ./ @ 0 "I" ;' ~ /[ 1 \ ,/ iI ';' ~ i J,: ~8 t. Vl . (f:l > ==-:z: " ,. c ., r.':\1 . """'" if :';- .'. ~ ....... -t./1 < ~.< ! ~ / / j .~: ~ %~, /';: // / + (,' om,sol (;f f " Z ,....... ". " I I "," ~ ~ \. "'.---.....,.,........ ;".. ~ ~ '\ -~ : ' i ~ ' · 1 · /' /, ,p ... f Z ' ' " .../ ' " .. ..,....... ," m ~ - ..,..' .. ,"", ..",..' ',/ Z 0 / G) 0 I Z -J ~ I "i .. "" m 0 + '; " (,I'l' '- m :,:. .-"). fT1 :0 Z 0 ..... ['T1 ...." z 0 .. 1 I ,~ '"'" , .h, { J '""' / G) " ) ,0' V, ....,........,1 Q:Z ' I ~ . ) j;< ....': : ':. ' !,! /'/ ?(i~/~. .~'~-~:; -j )> 1 ',- " . '...,... .,r" ~ ' .........'.., c Z " I '" 1.... '" ","--" :0 1 """/ -,.. ..",,:,,"". : --I _ ": ,/ i ... ".. / "', ,/ ,<,,,..,",..,,..,,",....""'..:'~,..,>.... ,/.. ~,',';:";;,f'..'" r (f) C) "I" "1 '" 1 ,-;..'.... "........ ~. ,.,..' Z:r> 00 1 I ' '1/ ,.." - - ".".. ;;:: .. " ' z + ::t> I:::r: , .:"-"lj .... ";'" ~ z <=> 0 1 #. I .:.... /\. --<'.,- G> ~ 1 ::E ~ C : J \. ... ~ '. . ,. ,--,In' GJ. 1'\..... '\. :- :r> 1 N of --:-(",' \. . z LN .,. f.-.\ ~, o 1 I }--I n ,; I\.\, , ~ s:: '<C 1 f I f,oo~ J' ' \ '*' __ 1 ,; J.l z"::, \. ... . .I..{\ CD y , l> --I' '. . 2 1 I ~-:.::o~ J \. , d:' ~ ~ " : ',,:i~F1'" \~ \ m i " 0 ----4 I \. ~ ~ 1 . '~:::Od I \. ~ m ,. 1 / I --t:::lj I \. '. ~ Z I. > I \. d:' --I - 1 ~ I ~ I \. ~ o "', .. " ' ,<-!", I n I \. ~ ~ c..D 1 I M I\.\ ~ + 1 r 0 I \. ~ .~ r-\ ., · I 0 \. ~ =;on ~ I ..', -- 0 ' ,,' \ '; " .--1 < . 1 :LNmz:-o I ? \. \ ~ r- -< :. ;: 1 .'N . ~ I "" ~ o .' I; I '\ '. 1 Of".,) ~:. ~ ;:0;;0 "...-C)Vi I i. I. '\ \ .., 1 : lD.-.J L-J--I ~ Z \. ': () ""'l'- 1 ... Cl 0 )> ~ G1 \. ::, ::u _ >. 1 : U1 -.J N \. \ ["T10 ~J"lco- '. '\ '. r"T1::::E ::z ::~ 1 ~ ::cn-' C) l~ \. ?': l> n '.' 1 ; - DO co \ - ., ~ 1 .CDN-f::!,.+.. ~ '\\ ......... n . . ~ [Ti U) : U) / \ \.. 'i- ~ ~ _ ;;~ : 6' --J / ... ... \ :::0" - ,- <D n ,....... ,,' i \' ' ,,. ['T1- ~ ,;~' ~O + .", ' ~, ~ =;0 ct>' '" ; "0>- 6:I> 0,511' '" "\" ::0 0 "p I en , " "'~\ 1 " C ') ~ I ,: -<:",\.J =;0 ~ro' 0 ~ '-c' "" '" ",,,\ ;;I:J ['T1 ;::: I ; ->J <;)" -<['T1 ,,0', \ ::0 CJ "'. · 'j' ~10') . - :: :I ~ \. .~~.../ ' ~ '. I, ," , " ~\10 .. 1 \ \ ,,/" . , .. '\.'~ o .~: "'.' ~ ":. J ,. ~\\. ... ,. .~., , " "....... - ". " ",' ,I ' '",," , '" ....~ l " ", 1 " " = --.-,-, ,. I' ~10\>- + " ~ ~ ,....... , ")') ~ ' ~f0 o ", " \CJ ' , 1 ~ , "-:. I ; 0: . 1 , J ~:, : (/'l - . ':-. '~'" 1 ::t:2 /" ::' 1 < fT1 --I ~. . ["T1r"T1 .,. l 1 -<;;I:J 1 n 1 ~['T1 1 " -< o ;;I:J Vi ['T1 '=;0 ['T1 ;;I:J " '; ~ VJN ~ :z: . ..---1 ::r> ----o::::e: co::r>oJ> V1 O~ u 2 2..,,1> -<.........21" r"T1 C1> o CJ --I ::0 I" ["T1 :::0- . -::r:m --1-0--1 0-2 ~ -0 <_:::0 ::I:0::r:f"Tl - 2--1 :::0 ......... GJ rrl ::0 fT1 >< ::z GJ J> o CJ:r:V1 --I n GI - ..,., C::ec 0 l>'" n::z ......... )>:X>-O ::e:-o-Ul 0 0 1 1-<-0 Z:::::O::::OV1 ..,., 2l> fTl r mO-o (/In -0__ :::o-oOf'l .., --In :::::0 fT1 rr1::ox)>:::om -l>Vl . :::::O--leJ :::0 CVl <,- -<:I>;;:: nVi J> 0 --I -< -0 < --I --I ::z 0 :::0)>'" _--I fT1GJ l>O--l - 00 " ['T1 :z ~o::::o --l-om r- . CJ mJ>O fT10 0 ::::a r-z-o ::r>::o Vl -.. I" fTl fT1 --I :5:: <: l/) :::0 r- -< l>::z fTl . ~--I 0 --1..-.. l/l ..-v (}~m "-' V1 C> ......... 1> C::u --I n J> fT1 --I VI .......... 1> OV1 _--I:X>:::O Z(j) r orfTl o 0 rrl )> (/l ::z ::u 0 :I> .. ;;I:JO ['T10 C _ ::;; <::I: rrlC 0:5::::0- VJ mo --l fTl:t>-:::O ..::.. :::::0:::::0 co::::C --I..-GJ rr1 r;) =:; C; ~1irf'l1'^1I;) \f1;\0\ -< ~:z Z ;=' l'~\' "..., , ')" ;;:: 0 :I> :z '\1:!.::i1Jl\.L,J -:z:-< A, o ...L :z - 'V 8 i~6 ~v \lH3.H3S 8 ~ ~ ~ ~ ~ ~ ~ ~ aC) :0 N ~ ~ ~ ~ ~ 0:11\..J o ~ 0 0 0 0 0 0 ,:. ;JI :I> ro 0 0 m ~ G) :I: -- ----- --- --- . q"13474'eonl-3'1347412.dgn DATE PLOTTED' 09-FEB-1998 CADD D I-R' :I> III 0 0 m -n G> X ~ <Tt <Tt <Tt <Tt <Tt <Tt ~ U'l <Tt -..a 00 U) o 0 0 0 0 0 :Il m < - I' ~ + MATCH LI E sa 111+ 0 - FOR C NTINUATlON SEE DWG II MATCH LINE STA 111+00 : fOR CONTINUATION SEE DWG II __ I VI.-... QlU1 4! ft ~ VI--" , fil , /' I I I '-' N . # rrlO ~ h , 1/ o 0 ~ ' ;;om ' , ;j ""::0 't:::> I I I 0"\_ . 00 , . j I /.2:::1: /r: ]I I' "DClJ j;~ ~~ ~~ ,1't' rn ~;g' I, / ~ , I ;ll:VI · -- m ~ om . , , -0 GlQ I~ I .., ~" -CD ... . " _ -0 0, 00 U1 'I I s:: Z --., ~ "b" 0 I I .. 'fTl ~' 51A III 5 N -l>-," ~ ,( J I' =t U'l - - ,,/ <j Ii <:::> 1 I ,,(~ -l>- 1 + ~ J ~ ! Vl;j -..r , / //;>, ! ,I I' I g:G"> CE~t50:0 - . - .. . ., - .,.., ~ ! r/f f -?5 /Tl " I J:: 0 ,~, ,."z~ .' , : 0 l.(') ...o...t f ' --i --t . r') I ..1 I '> f',J ~ · I ::D Vl -< .. #! 1 ! -< , 't J.I s::>, iff": "\ -.I 8 ~ I I )> -0 -- ._~--~ _.... J :00 I l..,....,.../ ;?E I It ,-' 1a::li 1 -en --, Z . I C')) ," n I :E _ < oe - - J ,! os 'd \ ROW'" I I , ' - _ '- j -' U'l -.. '" z _ .. <tr # ~ II" I! I / !.... .... I I J. ,U"I ~ ..:::. . - VI ;; H ,- " 7'7JJffi--F. . ~ . I I ' I' # J!....J.;.. j f ....... N 0 ______._._,& J ,/ ,) I l' ,", ,:.....~ ' I > + '__ \" ~ fjJ I j " .~ " ROW I :g 0 ' " , ~ Z 'I: r ,~' , ~ I .' I" .j I \ ' , ~ " I :Il 0 " , :z - .' , ' I I , ,'. <t' I 0 'r. en 1.11 I : . ~ l ~ . /" I ;' \ \ ... -' Q) I < X \ I . '" '- I ... -... ~ ,.-... . m " ----------'----a-l\J---------- I ," !\ ~', -, '-." ,~" ~'.- I' . 0 en r ..' V:J '/! " 0',,'" I ' ' "" ::OC:" ' I /) I s-t' , ..",.. ", , ' " ' , :>> Vl -,! \ _ ' ' , .......' ,.... ~ '", , /' " , O:::J: \,~, ' ,,--.....-G-l:- ~1 \' "" ' ", ..' .." :.... , ': ,...... -0 . . .. f. 1 . I t ;;0-00 ' , .. ' -, ,'\ ~ ' ,..',' . . ....c; . . .' \ \:- ... _-. ,0 ~ . ..". . .." :Jl , , '" ' , "'., 1. \.' ..~....- - , I .... Vl - " o ' , , ' " -, _ _ _ ;....s:>OI,... I !' , , " ',,' < )(. \ . '" .... .,. .< . m ... . ..' : : ~ .\ J --. .., ~. . ..' .' o ,,' .",',"" ", '" , ~ ",....;,..,..,', '" '0 d I ,) ~~~..' . . ....~ = : . . '. . ':.'. :.' :.... .... ':.~' ';.:, , ~ :" ~ .' .. .' . g Ul", , ./' ";'" "" ...... --', m..... + CQ'" '" ' '," I J - , 1> o U1,'.', ',', , ' , o ' . "--'-'-"-(9- , '"", ,,' HIGHWAY I EAST, IS) , ~ ~, ' ~' ",,l... I ,I , "'", - " '.' " 1 ~ C ' ' .. -0 .." n / ' en .. '" , I ) Rl'" ;:;' R / " ~ ' - ", ~" \ " . , ----.:.. '" " , , .., 0< ........ , d, "', -z, , ' ----- ,"W" Yy(: J;> -=-d VI: . " G">' rrI ;;:: , ~" > n" n ..-~, " .... ' , _, ~. , , N " ... ' .. " 'N. N <Tl I ) , , : " rr1 " '. . _. - 1N . . . 0 l - t _ 0 .' . ..... . .' . . . .:tio- ..' .. <::). . .' . ,:......,.. - -0 ..' .. .... '" .... "t.Il ',.... ' .. 'l..1' " ' , , t"'" "', ~"" ~ " ~ ", , ' '.., " " ' ' ,- " ~~- ''', " , ' ",',', "" ' """:'5-<. ' 0 ~ " ! 00 .: '. (,I.") . . . .. tIl .' 1> . '. . ,:. . <...J.,I n . . .' . iJI ~ ~ . . _..-: U"'F. ,-<.J.I . . .. . N -Jrv -.. . . . . ~e9 _ I - . z: ':'. ~. ~ . :.' .' \ O"')NUl ' . ~.. - -< ..;::. G") . . .' '. . . --t....... . .' \ . N. , . CD - '.' . ---'." . CQ' . ' ~ . ... . .,.... . .' .' " . '-;-'-',-', ,,,'-;1- -.,.-.-.-.-.t.-.-.-,:-",-.-. ' _"_'_'_'~'_+,_HJG~!lfS,T_'-1' - VI <5 ,:'.., ":',:,' ,: > :,' " -'_. ._. ._.;....... :,';,', ___'.:.-___ ~__~,__+ \', LI " : '. -"- o " ' ' ' , "" -- .. T .."FO, -,------ ------ - -. ---- .. .. . . . ~_. .-- --........ :.: . . . ..... '. - -, --- ----- - ....----....--- - ~--- ' , 0 ' , ' ,.ft ,- J ~ " - - - - - - - - fO >- . :. ". . :. -, (tI1~ C<f"+~.'~'lf~"-'l! ",^"",'.. ~.,.". 7-- -.:.-'":'---- ---- , , , ," ': ',' " " -NV>I"",; +, .""0 ~ ",.~'l ~"il,:~<~1!t1:i!i4~'!'. :i'?1''''';k'''.'''K~'~~''''''m--'''''iiH{'i!l~''-''''~'f'.","' - . . :'. ". . . . '. --'CS"I>' _...... _ __-. _-=- . m::;c .<';'>:"+;' ~';~.::-fu~~.;.,'~.;' ".", 'F ..~. ~~ :"f ~ .~~:.-~'*'";;; .,~ ; " ',:, : ,', _ . _ ," ~ ; _ _ '_ _ _ ;....;..."t , ',' ::Ii \ ,,'1 ~- - -I- - - - - - - - - - _ _ _ _ _ _'~";'" ~ ,.z2;;"'jj!L~~"" ,ili~.fl1,,' ",-,;;iU' .~,,,,~~J&':~~4t:,,~:t'i!,,,,,,! . . . :'. '. : :. . . . .' . - - - - 1. .. . - ~ ~ 0"0 (# <'~-> ~~'-:.j~~~ ~ -~. ...., ~?,...c_~.~a~:;rl~"~~~ >'.w."'""'J<~ . , , , '" ' " ',' , '_ '_ -' '. . -- ..' ,':' , ' ", - '\ - - - - ... T - - -,., - ,.' - - "\ -. -;;0.'6',. , ' ,~~:t',;" ';:!<l~'''''''>''''l!iif,. ' ':~~'M' 'f~{l~!I'''''!''~~~-'''':V';;';I!,fr!jf.,-fi'':;';;.e~''! .,. T - - - - - - . . .,\ \ - - - _ _ . .,<l,,~,"<it .., ~z..{~*~,-::%~' 0 y '8c O}p"',,< . :~'1\\, - '-;:v~ 1< 'j..", rm:;1~~ "''>".... : ... .... .. 0-:-. - - - ~ . :'. ~.~ ..' . ~. G">O . _ ... ...i~<~,_~ #V'___. !t~ ~~ '~~"'::~ ~t...~~~.."o/;',.m.t~'l",;::'i:m ~ .. .. . .. . . '- .t:.:.:..~ _ . -;. '...." n_.,.\.. ~~::;-P"..{,.,. ,,"', ~,.._T >li':,m, y ~ .....~k. '.......~,.~. ",,'''~ I 0 ","" ' ":'" , ',- " ,',. ' '~'.-'" ' \ '1,,""",":Cf,CG"Jr!"'" ,':" o;.-'l;";;~", ,,~"~Jl -it~ ~~.~~~~; ~~~~~~:~J;tfl\'ll---'T----- , :Jl C'>, ,N' "------I..-T--~ ---.---h--- -~~~= -----'. -....'" ..J?!A.~""" !'.l'illl:.'"i >!' ,-', '9~1l,:tc'J;r""~J'If""~,,,l~ T I >- . : . . . . '.:: '.:. ..' ----, - '. ..:'~ 1;':.. . . -'t,.~..w""~"" "'ti'i' ..~. _l"I'I. ~ "",:f~~-:'-k..~ _1':i.~ -~ ----- ~ . . . . . . ..' , . . :::;IE: :. . .' + - - - - - . .,"~ .1 I ~~- \ .' / h:~....{!r~.wifu~... -::.;: "" '5;,* '-0 ,.i':~4:~~~;+~ ":~:~,.. i"*~i""'~'Y~.'~,~ '. -. .. . ': : .'. . . : . . . . . - - ..... - - -... _ _ : ~'_ ."- \ -. .' z ~"'-'" ~:: ~ ~ YW >0 ~: ,f~t j;r,"-~~%~"'" ii':~"t ~~': ....:" . I ~ -", '" ' '" '",',' :',:" """,", WILto~'" ,\ t,,: ";:-.j;----__,ll__' ;11t~ "! b~::;. ~""j;j~l1it~~ ,_-,,,BPi!it/ ' ',," I - ""./ ' ' , ' , ~ '" '\ ," ", ' 71 1n S 'il 1'!:~' ~,,,,,,:c~.,,~, ,~. .. ",..-"',, ' , , " , , " ," : , ' , , , ' , , :' " ' ': ,,' '" , y "'1tC.REEE ..' " ," ',,' 1 lie.. CI /I ' tJ"I.' \tH"Afbif",~ ,- "'~~" ~,.,:" d~"'iI"" .' ,'WiI' ;;J;J : 1 U'l .. , en-o-;..:o .. :' "',, ,:'";,, ,,' , ..': " , " KI.., o~".- .," , "0 ,'",ifr~~ v, ~""I'."}"" "'~'il*' tc>..t.",,, "1!"" <::>; > +, ,,' , ", , 'CIllIDT '. ~ ~ ~'" ~%: '...~ol!j'":~"','" lfri ,Of" .",0'1, ::Iii" 1 -0 0 ..,' ","'-0-00 -- - ,- - .~"" "", .. - . . '"~,, , ~:' ': , --- _v="l- . ~'.' '.' ' a "'.'!' li;~ """"~~$.It ""\Ji "" ~"'" ," -0 <n,fT1 mOl' , ":, ' , ' , ' , , ' , , , ' " ... , ~' ',pc' " " , -.... 1l.,' , '" "~~=~Jf~ . cM'ii!\ii\1"jIOf, '" ' " , :D 0 l(l'''- . . .' .. .. . .. . .... . \ .- ,,~~\i': ~~' ~ <1'<' ...~:- ,~!l:1t~$.'$.~ ~" . ~ :.' I, < " ~'-~ ," 'S"JA'II'5'~ a : ":,,' " :', ',.;r', ',,' i,:,::' '. <n '" -----';;>~ ,- -'-r' '-g>,., -'-------:..8N----- 4- ?i','i.:c.~~ !;.jll~~.~~iIt!.""~,.f~~",.l.tEl:~: : ,:f ," m .. . T. ~--p.~~-' . \ .I.~" k \-- ~~--~ ~_ "'~~.""~;;' ~Ji<" . .., , " ': , " ' " , " " " , t{ Dr ' -, ,-_.' , ' ;,' o .. .. '. .. . .::::.... '::' .l:a . .:'.:.:"0 - :.. .,.------..---------- ---~----- ----.---- --------.----- .....- ;.:: : : : . ':: ::. ... .... . .: ., . . . .: . :::: . :: .::;.. :' ., i -i' -~i'. . ~: .' ! f f ., i> ,.' :. ~; ;: ; > .. , ' z,.." I II "\ '1J1 "" , '0;;0 , " , ) ::. ..: . ':;:.' .".' . . .' .' :. '.' ::~_~:. . ;....: fTlZ~:t, .(~~ (,:,~'::" '~., . . 1 ':." ::o~ : ~ -;~ ~;;/ t , ' " " ' , , ;;;::;;::" ", ' ,N"" N \.'1J \'" ' , "'-, ",' . . . .' .. ; . : .' :'.': .: - . '. :. .- 0 #., . ',~.;:. . . N l>' .::.' ;:- < " , " , " ", " ' , l.t) I "T1 ,...... Vol N I ,I"-! l" '.. " '" I" 0 f:; < ' " ;' .. m '" " ,,:,'~, ,." 0<.1'1 - , 1\.,',,'" ,i - ' "";,, o ' , ' ' , " ' , ," " ,~ ' , " ' 0 ; U'll ,::><: I" , ' ,. ""':>>: ,', , _." .. ..: : . .:: .......... ::.: C)H '. -:: c::: '6~..!.."~ . l .~ :::. :;.'. . z;:::. '.:'):p'~i i~ ,.,. _ '.. .. ,"'..' :' , ,';: ;' ::" ,'" " ',..::oc:', "'" z...... 1'<.1'1< I' - '. '-'\ t' ,',.. '." , \1 ' ': 'G">:>> -'.----'-, ' ,';: ii ~ '- ' ',: " " ","'" ,~ ':' " . ,ft -. (, , .. ," ' I . ' , ":' , " ~ <Tt " " , ' " ' ' '" VI ' ':>> I 0'> ~. ., '. ' " , I " CO ., I'" ~ ~ + .'. '.:': . .'. '.: . : . : . o. .' . : ~ .' :: Z ' ~ - .' . I .~ ~~ .:. '.~ . '.~.~: ~ ~ I . ~ 1 E' I ,!..: ~.. :: m u> .-... ..,' , ' , ..' ", , " " .. '....,' , , ' , ' , , . · - ,[, \ ' " "..\' ;;0 I ,~-'-' " , , CD '-II" , ::' ", ,", ',: ,...., ,', , ' , ' , , ,'" : : : :.. ': I' n,' ' :{ :':'," , ' ~ ~ ' "", " " : ~ . . . . . . .' . .' ...?"--i.. . . . . -i I l _ . a; : :. ~., -0 i :::0 m ...-:., .. . ""-' .. '.. : .': :. .' ..' . '.::: . : .. :::0 - 1._:. ~ :. : I"Tl ' _:!::. I :- .,:. :: 0>>000 ' ,,", ' ' , ,,' ,," ,',"" ',,'" - I z: ~ ,',' <' ',' <~' - r' ,,', . . . '. . . . . . : . '. . . . . .' . . : . . : . ':. : . : . : . : _ . _ : ., . ~ I ' :" :. .~ --I .. yo ......... /". -: : :: 1: > -0 -0 ~:Jl m ' , " L.' ,'.. " '" , , ,.., - . . '.., ' . '.. ~ ~ ~ ~', -" ' " ~ .. .. _ ' , ' , , " .., " ~ , ' ' " , "'~ ' ~" " ~-o-om>CD .. , ......'"..'..,' ,", " ,,'" VI ~ 1'- I'" ~ c, - ;;J;J '--0' ~ ". """, ~ 0 - .. : . .. . . : \......I' . .. . : ::: ..... . .: :. - .; \.... ,;;:. ~ J>' --I ....: . o(':t m:Jl:Jl ~ ~ G> ' " ' , , , ' , " '0""'" , " , ,.. , " '" ' .. ;;:: ~ , .' ~ " "" z: ~:>> VI:>> ' . ' , ",' l' 00,.. . :' .' .;. . .' . . . . .' .': .,:.: ::':: _ ;,.... ",}:: n;:o::' : J' :: j :. <.:: < < m Z Z . . . . . . . . . .. . . .. . . . .. .. .' . . ' . l "'.....'. 0 , ;:0 ;0 ""'0 ;;-;:: fT1 . " . . ., mmO ~ .. ":.j :. . '::':. ...... E. :.' :: ::'.. j :::::: .:~: .', ~ ~ (. \ I.:: -=i':: ~.~:: L. c;-< .:J::_ X J:~ ':) ;:':.' if. o 0 ' , " ," -' ,," , ,," " , , , " '- ;;0 I' I " " , <A ~ ~ :Z -0 I' " ,-- "'..' _' ,:",,' " '" " -' , '," ,:", ",:"," " ' " ,;;','" \ 't': \ 'Y' ,,', I . ::>:" 0 ;;0 " ,; -:, 'f' ~_ , ..' , , ......" ..,...... , " ' " .. ',' 0 < . _ '-' ' r:= ' ~" .. . ...... ...' .. . . '.':' . :. . ,.,. . '.: . . . .' .. '..: : . '. . ., ".~ ~'. :" . , '. I . . : . . .' : : n E ~ ' '" ;3;"....",.. ,yo;, , , , ' " , .... , ..'.. .. '.. :z: I &-, -"", -, ! I r>'1 <./'I, , , ~ 7 " ' , ~ " ",,'., "'" ,',,' ,'~,' ",',' ': ':' ',' ,,: ,", :::"" Cl .. ", ' .;; e:> f"'" ~. l' ':', ,,' , ~ ." ' " ' ". ' , ' " " ' , " ,," , ,~' , '\ ' " " I ' ...... G> <./'I ' ., '.. .. - .. .. .... . ........' .... .. .' ....... Ii" ':\ " . . -~. - '. '. . I " ," '0 ' ..', .., ' ,..... , , ' , , ".. ..,' ".' ,,~..,-, . ~ ~ ,,'" ," !: ~z . ;::i: . ::::;:: : :::~1 :.: ::. :. . ~'. .j:;: ::.:: ; :::.' :'.: .: : ::: "l'~ . ,/0 J:: _.t.. .: . ;"_:. '.:< 0>: V1s::: l;-t <5 f'.. ;::~ ::l . Z'" _ " ", '; "" ,,', ..,' n ' '" , , '.. ' " ',",," ,"", I, ' I 'f ,,".. .. ......::0, .......,."" z: '....' '" '" f _ :.~.:;:~ ::~. :::. -:1::;..; :.~: ;0;: ":. .j ..::". i ~::.." ~: ::':' ;..: .:. ,':~:;' ___ .., -I'.. ..:::;~ ,':' ."" : :.\~"~ ::: _~.~ O;o!: V1, "~"'..'/ /i:';i.i;'\ ~ -. ' .... "^ , .." 0 ' ,.. ..,', ' ,..,.. , .. , .., ~ - - _ ""- -.- .. .. ,\ \ ' _:z: I " ~.. ' I ---, "': , ,"". " ' " ',: 'A , " , : . , :' " " ,: ',',,',', ' ' ' ':' _ _ .', -.. " ' ' :>> ~ >""., :>>' ~ I ' ' ~, t' i n . . . "." . . . . .. . .. . . ..... . "" . (,/1 G"") .- ... "-" ........ .' .. .. , ~ + " , ' , - ",':......... " , " ;: '," , " ':, ' , , , : 1 , " ,,:' ',' " " "', :,' ': \," ,', ' ' , -0 \,' ,g, -< fl.,: i '!, ~ .-... ,.. -< " 5 ' ",' " " " ",' , ,.' len' " , ,', :I:: , '~ ' , ", ' F '-J ... . . . . .. :. .: . ; : . :. .: :. . ...... '. : : : . . : .; : :.:.:;:' \ . ~~, :". : ':~ '" _....... "':: V1 k::: E ~:,; -' , ~ 0 ' , " ,,' , , " '" " ,""',' ,.' I <::> . , ,- ", " ' , I' VI , :::J: I ' ~" " , ~ i1~~;:::~ i:il;~iH ll;,:,::: :i;";'l~ ;", ;: !;i::'::: ,:':;:,;: ,ii, :': i:'j::;;: :}':i! i' ~Ln\' ..,..':~ \ ":,\, \,:~'..;i1.:"I '", " ....,.." .:: l ':, <./'I :~~\ ~ I ' \\\1 ;U' I ' , , ' , " " ' , , , , " ' ' , , , ' , , ' , , ' , ",...., '" '" ",' ,.... ::Ii... Ie',' \ "\ "VI I' .., ... , ' ' , ' " , ,',,',: , ;'" ' ,', ' , , ' , , ' " : ' :, ' _.;.." " ':" ; , , ' .. Un', ,',: "" '/" , t' - "- , ,'.... , 1\' Ii,; , , , .. .. , .. .... . .. ..', .. , " " .. z ~ ..", , I' I '\ "1 ' I' ' . ' " ' , ' : : . . : :: : :: ::::.: : ~:..:.. ~.: .'.:. . :'.:: : . .: '. V"): : : ~ ': .,:. :: . t . , I::! ~. . ~ .' '.~ '.\..; . ~:' f ~ ~ I '. .' ~ ..~.~ ;:' ~ : , ...., , ' , , ,,' , "".. Z~n <="tl I' 10 ' .. \, 'I I' " "",. ,"'" : ..:. :. .. .... . . '. :: . '. . :. :.:: '. . . . 0,:::: 0 0, > CO:Z:~. ~... \. '. . ....\. . :.' .' " . ':~' ::: . . . . . + . <n: .. '. . --t Vl:Z --t ;0 I I ... 1 ' . \ ' . . . ." l'1 . . . ~.~.. . . : , ;' ,", ' " , , ' ::: ' ":' ' ' : ' : , : ' , ~,:, i :' 1: 1 'l""1 0 z::><: - 1 '.. ",' :'" ~", ' \ f' ,> " ' , 0 ' , "f:' i : : ..' ....' , .. ' " '" 0. ..,.. ("T1 I' Vl r "\--,,, 't ' , ',,', :: :. .:.;. :::: ::' :;': :.': '. :: '.0: ::. ':: ~::: -t./l("") >'Z I I 0 I~ :'~':..'., ~':."'.~\ .. ,~.:' '. ~:.;;~~i;~ . . . :. . . . . . . . . . . . . .. z .. ." . m -i tI1 G"> I' 1_ . ~\ .... . 1 . f.... . ':" -' . - : ::.' ".:: :. ..' '. . 0: ":. fT1 -0 :-.., ,,::~~, \:~ ::..:.::: I - .. .... :. .... . '. . ... .' : .'::" ~::::I:' ~ IU:; . .:..~: 'it. .~ \ .+- .'- ----..---------------'/ . . ;:.! .. ~.. .. ' :::': i :", " '': ,:i':;', '>::',' ':;:.. :: ':':' ":::::' , 0 -'..' :' ~ ::::; ,,',':,d: :::':,','>~;.., \ ; ... ,;; , " 'i:; iii !'i' o ", 0""" ' , ' " , : , , , , " · -< ,',< ~ I, ",- " < \ ~ ' I ~" , .. , , " ' _ .-...,' , , " ' ' ,,:,,', :, ,,' ;"', "" 1 '1J , "~' f' ',}, j .' U1 / 1 ': , ' ,'" z '--". . . . . /:.: .: '.' · 1 - '~"" '. .,:::.. .. ." .' : ~ .. , " '", " ".,", . I' , ",! ,:', i a, I _', / n I ," ~m :. . . . . . . .. . . '. .'.: .. N,." Z:;lll'" . 1 ~.".: ~"'" ~.. ... . '0 ll: :.' . .... . . I ::::... -.'. -..- . . . . _ ' , , " , " '" ' , . NI :I:: " ",' \ -, \ ;II: VI ' 1 - ' ' .. , . __ . . .' . : : .' .... .:: . ::: I .. ';]:' .' ~. ~. .... _ CD _ : ..r;;..: :: ~ Z , ' ' , ' , , ' ' , " , " ",', " , : ,: ,', ",' , ';,': " · X' ~ "" ",>< : " A", I , "I 0 Z' ,I \1.1, 0 I ' : : > ' , ' ,,'" , " " " . . ",' I 0;11: , ,,\.. ' ", '\ ~ ......' I i '-4 " .. ' ~ , " : ' ,:, ," , ,', , " " , " ,,' ',~.....", ~. 1, ',' , , :' I', - , ;;0 :; , "" ::::! '''D CO ' , " " ' " '" "" " , , , · "". I ~,~ , ,," " , ' ..', . n ("T1 f " , ' " o . :: :. .. !. . :.. . . . .' . .::. . : . - i':::, I 8 ~ ~ ~ ~ -.. ~~ .' '. ~.;....'. '. :. I 01.\ AJ: : '/:;'~?5 .......! ',,; ~. ~ i i: . z , ' '1J 0 ,'" , " ' , " '" ' , , . 1 I -.. -.. N' ,,',',' " n, t 0, , '...... "", " , , I ~ j:::jj:,:::~::i::'; :,:i':':;:" '::: 'i, ~i,: :;,' " :j' -.: ;::;:::: ;',,<> ;;:,,;'::...., : : .. :,E~ \~, ':~'~",','" ~~'<', " :' ; ~.\\ 3:i fj<:":~,/"i~:~;\\\; o (J) " 0 , , ' , ' ' ", ' , ' ,," , , '" , ' .., , I I r _ ,-' ., ' ~ I \ 0, I" I , \ ' '--, .. :z -t _ "J>'; , , , , , " " ': , " ' ',: ' , , ;:' : :', : ' ' : ' , ',' ' '. I .,' , .':1 . ''-, ' ' '" ...,.' ", , \ ::0 Ii :', ','. i- ,( ,-i",~:: y CD (.(1....0.4. . . . . ... .... .' ...... .. . . . . . . .:l... ' ~..,:....::. '. .' c)> - U) -<. . ; : . : . : :. '. ..' : . . : . .:.:: '. j . :. . . . .. ::'. .. I \.;: l~' .' ~. .. . I .' /' :!:: [ r-.~.::' r .....' ,-p,,' , '" ' ,',' " ,,',', 5. J" ,". I.. ';; ,I '.. ,', ' - '<~: : '. .., .:...:.... : . . . - - - - - - . : ~ '.' I" .- '. . :: ::: : ...j Z +' , "', , , ", ,I' " ' -"'...... '", '" ., . . ... .'. _____ . 'r. .... . ........... . "I.' ::.,: .> , , , ,0, , '" " , , ' , , ~~ ' ' < .. ,r, I' - --" , 1<./'1 ".., .. Z 1"""""\. N.,)' : : . . . . .: ::0: .: . . . : : : . '. . '. '. . - _ - - ~ ... .:: ::.-. "'\ ". . : :. i': : ...j - '-II' ,,' , , ~' .. , .... ' '," \ ' . , " , ' Nmz:",..' , .' , . . . : . . : . . . ". .: .': . .: .. . ..' . : : . : . . '. =.: . . ",'_ ~ : l ....: 0 ~ ___ : -. - .. '. .: : UJ m 0, .... -.."" , ,n', ~ l'" I.., I ' , I,....., " ' , " _ : .' .. ;. : .. . .:' '. f"T!1 .: . ~;" . : . .... .' .:::' ': ." 0 ~ - :::: . { ;.~ :. .... '" ~ I' },' _: . N en ".~. ..'~ .: : :; ; ~!. : I z _ " ' "" .., .. "', " ,"',,' ",' , , C'!I;;o , ,'..' ' :>> 0 h, '.. ,".. ";' , " .. co '" 0 Vl"'. "tl ,"';': - .. : .. , , "" ' , " --", " , ' '" ," ~......::Ii N' VI "'~ , .<,', " ,<' I. I' - - Q =t, "I,~ '''''''''' " m .. ... ... ... . .. . ~. . .....,. ._- . .... "'-<l> ~""u::=, ,~, (:...~. "., .' <...J.,IO")""')>:....~ ( . .::.~ t:-': Z . . : ~ . : ~ ! : 1. :: . : ~ .; :' z' . . : : ,'.: . . . = 3:; ~ . : .' 1::: ":.:... ~ _::I: I ~ . \:. .t~ \ '. '. ". . ". :..... < ~ , '. .' : co U) <..H} . : : ~ ~ ~ ~;;. : I li) 0 .. , ' . '" '" % .,' .. ,_...., .. 'A .. , -, ......... ......." , . \. ~ "-', ' J" .. ,', . 00- ~ '6' ' " '" _ , ' , ' , , '" " ~'" "" I " " '" ' , , , \( "., i:' j' , ~ --:' .' ' ,:: , ,.. ; z ' , ~ ' ',", " " , , , ", ' , - \. , ,,-" ,," " , ~ "". - , ,,' .. m 0 ::.., ::<:",':::" ,~,..; ,:: ", ,...;\'1':: :,;<:,: ,',i'..;: .-,,.,:~.J..,'t. :'":,..' .w:~:',,/~', :: i:";':;.."", /. {:;'i':',:::'i'::":':~,:, ',,': o::;:~! :;, ,~;::ii;,l - z . . . . . . . 0,' . ~ 0 .. .. ." . .., '. . . . . . :" .. . . . . '-..... r...... :.~.;. .. .......~ -. --..I . . I.. Z , ,,", ;,' _, ,':' ,,','" '" "" '..:',:,','..','".. "..', : ::....,'.~.. ~""', ~,.., ,',,' ".~ " ,;.:;,; ji) , , ",' , _" , " " , , ' , " , ~ "" I' ,", ' Z 1 ' J ,,' "(J) ,', " :" "': ,,', ,: : '", ~ ,:, : ,:, ' :::':" : ,:"" ..'::" ,.., ':" :,,1, ".',',c .:.'~ 'X'," :,.", .'.,." ' "'" ~ ,.,:.., ,'~' J' \,~ ::' , > C' PI STA II +Bi- ' " " ~, , "" "'~ " " , , - "..... .. 0', '-"i: . I "I" " ' .3J - : .. : ___~__ ____.~_. '__ '_w . ." . : a:" .,: . . :~j ::..' ....... ~ -.... ..;.....~... ::. ~'... ~"-.....;,;". .~ .' ..~...:..: . .... . . .::. ~~~.: o _ N.. . ' ,.., ~' ' , , , F"" .-- r "-..-' \ ' " -_ ' -, 'f '1 .... ' ..,' .:I:. 0 .., ' " ..' , ' .." .. , - 0 -- - ~ ~ ..,' " ' - ' .'.. · " ..:: - -t ,"," ~ - I' - , . '<, , .' /20 00 " ", ...j , .. ' "" , ~z: ' ' " ' " ' m +.. ~ ~ .., ' , " , ' " " , , -" ^ \ ::Ii ::Ii \, I' '1J 0 \ " ,." '0--.., "', " ' " '; + " - .', ' .' ,,; , )> ~ _ , ' ,,' ',"', , ' , ~', _ _ \ ;;J;J Z ' '--.... . r ' I ,', .', ...., .', ,'., - ~ - ,.. , o .-..., m", 51" 120"'1 c; " , ",.., , ," '.. , ............. - - I' an' ,-,,," ,.' ,,', ' , .', f"~ -," " ' ....j '-II ,'"-00,, ,1"" '" ' ' "', , " ,'. ",,': VI;o' r-Q ,- J " ' ",' ,:" ..,' ',' ----<: \::' , ',: c Z 0 '" me:>' '," -,,~-_. -..;...---...... ,,- -, ~._, - '._..;....,. ~,,' ':: c: r-m I' "'" \. - ""I '," ----.... "I" '.', :'", : I :1) ...-':: ... .. ... ".: '. :.": ::..: -(""') , . ., .:::: ,.... --:--=;;'-: ......-:.::..... ...:.... ~~ ..' :::.! 1m - _' " '" ' '" , , " ' , , ,',' ""...... ~ '/ . "I", I - -,' I..',', ' .. -t .. ':. ".1.... ..' :::": :.... . ". . .' ..::: .:::. ~ --- I I ~ . . !," ..... ~.' .... ......: ",;:. .... ..~. '. ':.:1. .::; r;-G") ..' ..... .~._,_.. - .-_...........~.. .. ." . ,-<-. ;0 I I . . .0::.:- . .: " . . '" . "D ... l> :1:. ::i :::" ::"::':: ;:.' ::: '. ;.' :.:::. : ::.~:: .. .;. :':.. '.,"0". -< .~: / . :i' _ '. - ':~,,: .:.: .~ : :..i.' .... ....--.~ .' ..L:~...:..: L r (.JJ : ,'" --,-,. . ... . . . . ... . . .' ... .. f"!I'1.... . l. - __ . I I: . . ... "\;:, ~ :. :. .' . t"Y"I...,. ~. c. 'l,,~ .t.. -c. .> loof'---'--'.:::: ":'.. :..... :: :.: .:': . :::. . ::'::':: ':.:;.' ..r;;... .: I _-~~-" ,> J ..... .: :: ....~ ,,-'.oco...~ .... .1, ....- "I.:=':: ::;-?-~ Z Vl-<' , " " " ' " , , X1 "" " ,,_ - ~ , " ',""" ' ..' , :::J: ' ' , , ,,- ,,, ". - Z " ';'::' ","',' '" ,,:" ", ", ,::' ':,:' ,,", ",' C" '" -.....---;~... I ".. - --- (, J'" ?iU ~",..r()m', ',,:' ,,:',.' '-:;1] ;;:,j . " ____... .. ... . .. . . . . ......:....z.. . . ". ""VI __ ...,...r. . .. -. .......... _ ..' .' :-. .... .'. . Z ,.,' , :,' ,,' , " ,: ,"'" ,: ",.,..., ,'"",,: ,;:," ,'. ,~ ,~ '-. --" --, ',,, " , ",il..-~~ ' ,',' .,'ii',i'" I .... < ." .. QO.-~. '" ....... ... ... .... CXJ~ ~- . ,,~, lot... .'. <:nf...>.rl~ . -. ..... ..,. i _ ;';:;::::~:::::::, :>,::;~ ::,:~;,:::-: ::: ~:~~!i :!:;:,::: ::Y;~' ',i':[,i[ ,l)lii~ "'_'_~~~;~;_'~,--t'~' ",'" ',\';-:,"":~'~~~f','~ i~\\.,:' ~'i'E~~' , r....i~::,i,,/~~.'t,,:m'!i ~ N. . 1 .. . a . .' .c::: . . .. '. .. _ .. , .;;:0 .,. I. 'co .. . . . . ~. . . . . : .. ~ <5 --, ,;: ' : ::..' ,,', ": :',0::: ':;' , : ':'~: ::":>' '::;'::;.\, - ""~~\l\ ; \\ '" :;' ';."~ rt ";:,::<::,' ',:;~\:"~ ::"" r~:', ,<( ",,/'jil.- ': ~ 0 ..'" .. ,.. ~ " "', ~, " ~ \, ' \, I -- . " ," , . .. , ",..', m ' .... -. ' ,,',' ' , , ' " ,'" ,~: , , ',_ ' , ~ \" ' ," ' :- ," ",,',.... ," ,,: n',,::' :z .. ..~....... ......, ... ,,' -,..,', -- I" :>> 't ," I" ~ . ........ ..,., , , _ m' : , ' ; , , ; , , ' ,:,:' : ' " ", ' " < ' , ," , :>> z ", " ' ' '" , " :' ' -\ \ - , " " " !''''' " ; : ~ ........ ... . ..... . . ~ ~. . . ...-....: .. \. VI ,.-. , . :z \ .. . + ........ . .' ~ ..... -: \"J . . .: '.' "-""".'. . ". . : " ~', -< . ~" .' r...t r . ::' . :. i:. ::: : .: :. .. m .. "~ '" " " " -0 ,.. \ ,. '~ '. " - '.'., , " " : "'~z;;,' ,',; : ',: '-'2' ..' " ' ,; ,:, "en,.. ", ',': \" ~ :=' " -:,,"'\ ",J:;t _' '..,f' I.' ,:': '~~,','\ '\ .;:; :'fj j(",! ::::;! , , ' ' , , ' , " ,"" ./ " . . -.. " .' " " _(") " ,J> ", , ,<:>', ' , :,,', ' '" "',, .... '<'0. "~" ,\.', (. l:: ,,1 \. ",' I) " , :' I - " "U1......,: ' , ," " ..,,:' :', ' " ' ',' , ' " " '",. ' \ ',\ : '.,. ".. " ",' <: \ ,I ,,',' , .., :' >. ' <.('l-< .' ... .... ... \.?J' \ '. .. _ ?i....... .. :. I~::i _ ii;;;ii,= ~i::::,: ,'::::;; :::;"',; :,:: ,~: ~,,:.;..,~; ;~~;..--; ,.....+-i..,;~- ;;,~~:;~~ ~~,++~~ - \ ..%, \' ,,, ..',\.:"":,'--..-'.---- - ,-,-~-:,..',.---._..r :i(~:; \\,\ ,;~; \~: ')'~~\ "j:;:;:!i \ < \\<:", ... 0 . ' , , ' , , ,- _ ,,',' ,,' " "'," , , " ' , , , , , " , ' cf>. <1:- \ " ' ..' 1 ' '" r, ' " 'f ' ,\ . ' .' 3;5: ~ l];;],ji' ,,:;;l~, ;-':'-;:: ;",' :: :,:: Ql ',:'," " ,:: ':, ',':':":-:, ",- a '" ,..,. ">,, ".i. ..<: ;; ';' \ ;' ,(;,: f :::-: ',: ','" '<:'-" <:> . .. ' " " ~... "" ~' I" "\ "", ~::IE +..:: : .'. .. .... : .: . , ....k .' ": J." . ::". . "i. . . ; :1,.' .. .... . '. :><::> 0 ' " '-'" ' , ',' '\" (<" ~ '-~ I, I" ',', I;' I I' '-'" 1"""""\ . . . ~:'. . I :.. . :'.' \' !":. . ..... . ? ,. .: . : i- .\ .. . .. ":. . _(") '-II " " '..o " , ' " ' , , ...... ' , ' '" " " , ' .....' , " , c,;-, . ' I ' . " ,,' " , z- . . . '. . .' . " ~. \ . . '. .:'. I . ..' ~~ . '"""'"" --t ". . ", -~ I V\ "'. . ~ ' . . " ~ I' .( . . ~ '. fT1..... I . ~_-< ' , ' , : , ' " ,/ , ,." ~ ' , " It,.' - I ' , ", '~, : I '.' , ' ,; EI> ("""") . . .' . . . . '. '. I \ \., ".- ~: "~:.' ..t t...... ...:~ m- . . .. '. N " , 0"'0 . .1.,_,/: ..' .' 1 : ' ~. ...:..:..~ . ~ 0 ." . . \ \. ...:::E ;0 . l '. '} \ .) 6'i:' :' ~: ". :.: -I ::Ii .. " \ ' G'> <0 '\ \,' ", ' " "!" <:> :>> ' , : ' ' , ' , \' " '~'.." 1 ' .l,l' ',' ' '\ I I+" ' " '.', " " '~ N ,I [iiii! :i!::':nl:,:ip ,,', i:,,: >:,,: ,i,;. i,,"" ,,";" ,':.. ','}- \ ;', ..7 ",,:,,,j,,!;::' '\\\>J' "t)',\\ ! ,J\\r\\')<\ ' .::0 , .. ' " , ' , ' , , '" " ,," , ' , , , , , , , , , , , ,I "" ':t, ' , \ I I ,'^,', ~o...".. ..... . . .' :... '.. , _.... ......~. ,'. .' ..... I:' ...r.... .:........ + . . . , I. _ _ ..... .;.a I : oJ.. . . \. ... .) ~ , , " " ,,' , , <:<> ' ' " ,', ',' , ' ";' I' " - ~ - .. J. "'f. '81"~: ' , : " ' " ' ;, ' " r ' , '-i.- 0" , ' -', ,,' - - , 8, - -~..... C ,'--' ' , -:" ~ , " " " .... . . 'hS; - . ~" . - #"" .... o : .~. ..' . ::.... . ~ .... . ..' . >. . .' ..' '. . -...- 4' .0... ;~~.,]r:: .' . :;. ,; ~:::'~..~':__~': , , ' , ' ,,' NO: \ . , ' " . I' "" , , , , .', , ' , ' ' " . , ': ' " . - , ," ' ~' ' :, ,; I " ....; 'r<; Z i; , ~ I ", : ~' ",' , '," ; JO , .... _ I N U'l 3:: ':. -., ..' '[\.,'fm ;.). I A .' 1 : _ t . - .:. . .... -..... : ~.. ., ::: .:.' t _ ."1j' .: ..' . ,<.D:::E::I: ....." ~ ::. ..... I .' ~-O' ...... . ..... . , ' , " ' , ,," , ' m"'" , , ' , ",,' . . 'N >.' . -~. . ;;- ." .... . l> . I -I 'S',,'f.:> .~. , . co .~: , . ~. : "0 ' I I, '-,," I, ~c>'>t'y," , , .. ' ' " . . . .. : . . . . . ,- C:::>.:., .f.' . : -J~'. . ~ '. : -:'. 51A 1'>1 2 ' , " · C"'>' ,.., " , ~ X' ' .' ,',' l..l+ t . I ". . '. 10. \ .. .. ~~ ~t. . " Co ..:~ J . . ~ '.' . ~ _.____ _______ ___. _ _ _ ___ _____ ~. ..~ \. .~., v,~ (J1 . ;. _ _ -t_-_- .____._t_ _. : ':: . :I:... : .:. . '..~.\.. "J- ..:. ~: .' '.. ~~... .' _<;J; 1:~~' ~ N ,'" PI 123+8 I , .. ", ' , ,~ I __..."~ !X, ',,' I ' , ',' . , ~ .. . Ie . -I'I~~ ~. ~ ~ .~. ." I ......' ~ . - , - - " , , ' , t ~, \ -..' -, ~'.. ' .. '"" ' "",, ,',", ...- .' . ,~ . . 0 N en -.. ~ . ~ " "\. .... . + : . .. . {, :. . . '..- ' Ul_ a Vl ""'0;;0 n . o. 1. ~~. ~ . - : '. .~... . V'\-.-... ' , ' ' , , ' , , c: _ ~ _ 10 \ ~ ~". ~ 0, o^ ", ' .z z: '--' .. . . .. .... ~ ~:::o I' l ~ <:) ~ "" : . _ ...... --- ----., 1>.... Ol.l ''\, ~ ..:...t. "". "?" . ~_.:l. .:y. :P"1--1 <=) : ':"""'1' -':x>--'" -:-iX ZZ:I::;O I:z:, . \. ..;:..~OOl> '''''0: ~t>' 0"., ~ .'. .......:. m~ (T1': '.: .:... ....:..t~3:. . ~u::;3:iC~rr1.t:J . Ir- .',.. ~":::"~_".",' 'I. o~ ';" m-c . . ~" ~\'. _.' -<~ > . :~.(...r'. .......oj _ .' . . . m ........ ~ I:' I \J'. ~ CS"l #. . ," ~:1 . . '. n "'D (JJ. . 0'1 '. : : ';p V'l I' . - --t ~:t: V1 .. 1..- 0 N ~. N. : ,~~ ~ 'I..D ~ . . ..~"-; .. . '. -.:r . : _ m ' , , ,ft' ' , ,~' ...... - , ~ ~ , I ~ ~ "" <A .. 'I' " . -' ~, ,. " " ' -,', , -.. ': ' ~,.., ", ' ' , ~, " -Z ~'^N ' ..- , -coco + /, ,,'.,' c' ..; ..' O"'tl -U 0 ' " " Vi ' " ..... N> ~ ~ ,....,.. _ ........ I _, co.oo '" \1 " oM" , ' ,.. .-.0( mo'" .: . . . . . _ Ci7). . . ..' . ~ I ...,.......... ~ . .,' I . ~ f'\ ,~. " . \, :..c:; , .... . "t.. . .' o ' 'CJ:l'" ::0 Vl .....q~ '", 1<--> g::, N '" Ii" 'I ' .' ,.",-,-, ;0 - , , _ ' I , "', .",,~ .,'."", ' ',', , ~--' ,,', . :I: . .. :.iI:~.~ ..- """ 2: .' '<..~ I .' ......~ ..' r ' ,,; ......0, 'J>_ ..-iI:eB ' 1..-\ ,..." 0 '" 20'~"'" l..<,,.,' ,'.', ' /' , "'YO:: ' V1 l> . . . :. m ~ -< ~ i-( _ ~ : 1--'- \ ~ . :. ..~..' ~ ~ ~ "'", _-". '. rrI Vl......, , ,n co , _ ~~ 'I"" '" > , -, ~"., ' " ' ::Ii VI -< N C> ::Ii 0 ..... . ~ _ _ ....., '/" ~ V'<"',. ' ," ", -0" -1>-', <:_< Z_ ,.,,(;'IM, I I U'l"'Z:-O /, .' ~""" . '. . " ;0 -fT1' ,-l>-i , m.....rry", "om M :;0, /I I 0 - . " # '" ,,' ", - _ -, :::J:' " ...... Vl ;;0 P' I I U'l f'J a> Ii ;.- II '" \ ", ' " l'.) - N, <::>' ;p OJ '1J:::; ffl ~ I ~ ~ - 0 VI ~"t:"',~.J' . i . W' ", r- U'l "'1 '" m--"-n <0 .' ""~......,, I ' U ;1;' ' .> .0::... LNt,.,go> I~ / ,. '?;' ~. z: + <;J'l <.n 0 '1J r-.. I ,\;- -l>- -.. _' , if ".' ,I. " :> 0 , ~, o:::J:;;:: 8"00 ( II' I ~2;-N '!. 2Sf..n~f),,,"'J '7~',i" I" \IS I _ 0 - , ~ ,~::Q n I -. - "" Yu.". " ..... r.' _ ' ,::Ii~ a> - ' . ' ' ,.., "=' :.il' z......, >< ;-t , I \ OJ y.a co + Ii I [ ""--, , ',,''/ ' . . ~ . _...", rr:1 _ ,.:......,j J I \ fTl 0""' 1'.,) , ~>? - _:.. ~ ~ / /.< :: "'tl ~ 0 ,""'" n;;::o: I \:Z: ""..." 'fj' '''''';..:'''>~' ,'it>.. ,/" "'.. ," / ;:;g ." . . .: . .. ~ ~ ""tJ - ~ ~ ~. . : I' ~ . {J , . : .: . '.. ...1 ~. .' .. - .. ..' ... . . --'--' ~~ ... , ~ - , ,: . . ~-..;. _ '. . tJ.:I .. --..-. - -,' ." I =s:::: 'Q) -i , . /. . .,F/~ ' "T1 ,''-;I' , '::tJ,. " -< 0rT10 , i' I \ " :::J: 0, t ,f .J.~~ (t" '-:-, - , " , , ,,,, n ;s: I" /, "" -0 t, ' '" "-,' ' .. r- ' ,'I:, ' , n...... VI P' ' x O:::J: I, " ~ '-.. " "'" ' " " fT1 ' " 0 Z [T1 ,I . ,/.... ~ VI ' , , " '" , " '.... , ' ; ;;:: ~ ~ ~ ' j, VI z: J -0.' I ,,::Ii' N ;~' ,'z - ,"', ' QI. -0 ~-- . ~:Z:# r-- A n. J .\fTl...... .~. " ,,' ,':>>Z;;O,,-',,', rr1,....,.'I r:= I, ",.om " ': "',,', . .. ' , ,." ,", , fT'I , ..,.. .....""'VI,'" coC-;co I G"> I ,,/, <Jtl' co '.-,' , . .' . . . . r:'" ZZ' ;::0-:--" . _ .' r:::-1" , _ : . ll.. : . . . :. I .' . . - Z ll""r"I....... . i.. - --t I " , -I. ~... . t.h __ _'. . l'.) ,,:" Wi '1; QQ", " 'en;'::" IT: ,o"'z :--, :g......iii I ~~"" , tA,',I'", O......~"',' , .-. 0'> ',~ '.....','....... ,..., 0:;-:; 'c> I " ",.' 0 ' , ' "'. ,.' " ' , 0'>", ' 0 ':, I l~ ' I. ,; , ....' , ',,:' ~ ' V'l '.;1" ,- '" , + ' " , l.iJ ' 0, ': 0 ;:.: ;-t " ,[? , "," /1.,: /' ,"" '..' o ' , ;;:: 0 (;1- , I "\' ,,,,,.... i--' \ ' , '. ',: o PI STA I 6+26 " ' rrI ~gg , .: I', ,~>' I . --8" , ,',,' ~ ;,....r.."f".. ' , V"\c~, -- ' ~ ---.-,,-.------ ---- -. .".-" --- . ,-":,A; ~ bgiR -:z: I.';',' I 8/'50 <1:' ",' ,~ I" \. '~'" '\ .. i:" ...,.. Z):;:oP Ul . 0 . ~ .. ~c- \\... . Z OCD 51A 126-1> 6!!"---. Ui;:;;-' 0 - - . . . ,--.---~ ~ ~......~f""'~ ~ OO-VlfTl< ~ ,,~"-$'\,' i ':f, ~cJ.;, I I, \.'\, \:, ", '\ o . .. . .. -.." ' - ~ r ~ Z/Tlrf'T1 .. \" ""'''0\', I, ;;;'-:', '\' \ C >> . (;.o..l 0 0 rT'1 <./'l V1 :::c rT1 ::0 4 oJ v H\ IV}, Jt:~ l' ,....\.. \. - ;;; 2 ' -,--,' , ' . G1 ~o;e, .. O......<<=;:; \fI\\OI"^l~' \IJ ST'A.TCH LI"'[ ,..tL /1" (;'4'''0' '-, ,,'-, \\ :;:: ~ ,',' 0;:02: <:::J:' ~C=;~-< W1l,1 '1',.' 4/50'v, ST4.... -~,: "'"!Wi~. '0 > "--, _ N ~ ~ ,',', -' ' ',' , ' ~ ~ g ~ r ,." <3 r- t\33 g[OR C -1-00 4H 126-1-18 " r .. - .. ~ -::D \ '".. " ~ I", z: :, ATCHL[N[ U-12li"'lB ACK ,,: : ",::: :,,'; ~t:!" ;-<~ ~g::zg Gl}:&I-<~ 1\ ONTINU4TIE4D 84CK .' -'- ~, "',,\' I' <:> " .. , 00 E " " ' " , ~ 0 --., 0:>> ON Sf :>> ' ~ ;:;:: , , : ,,', TA 150i- 'H All", " ,:" :,' ,:, :' " ' ':.:Z: ' -- z:~-""" a~1\..1 ED"'G ,'" ",,'" " I . 0' ". .. : I : . . . : . :::::::: m;o .. - :J;J "I J 3 .~ \'\ ...... ~.{. o : : II II :::Em,.."O . ..... -.';. , <Tt' <Tt <Tt, <Tt' <Tt" <Tt:' - U1 X Z " .\ \ ... ...'.-.' _. 00' .....' ao Ln_ " .. :3J .....-. ,-,.',..". --... . ~: . ... ... --1--- ........ ~. m ' 0' 0' 0' 0 0 0' z: ,,', - < ~ : ~ j ; ~: 0 .". '\.l :.~ > III 0 0 m -n G>." ~ --~ I . . q.'13474'conl-3'1347413.dgn DATE PLOTTED . 09-FEB-'99B m ." G) :I: > III 0 0 CADD DI-R. ~ ~ ~ ~ ~ ~ ~ U1 ~ -..I CO a a a a a :0 m < Vi (5 z (JJ 0 :0 > ~ Z > -U -U - . . :0 0 < m - I:) > -U -U :0 0 < m I:) I:) > ~ m ~ - > U1 <::> <::> - (T'l <::> ~ . ..., :0 .. m <:> < go Vi (5 ~ Z (JJ . .... .. > 0 :0 C"> > :> C"> " Z - ...": 0>>'00-0 '>'1:I'1:13::Ilm .....'1:I'1:1m>!! m:U:UO~Q loOOj;iZZ <<-0 m /?1m -0 , -000 , '" r, , , , , , , , '"f ~ j ':,." ; ; ~ - - Z .... \ m ~ Z .> ..... 00 z .> r U>fT'1Z-o :0 (0 0 - 0 ~N<n :z -4 --at./> UJ .... a-...;:. ~ -"C )> ~ NCON)> r- q~,-", '-"'co..... .... Z :::l,.t.Io- .> -. t.J'1 Z J 'j; CD- .J:lo.cn ..... fIj , I fT'1a,-",+ m ,- Z..... a Z -~- , 0 a ,om -' M_ ~~ ~... . _ , i 0 l z '8 '" 0 11'1 , :0 Z \~ ~ , (f) , .> C , :0 cO J ~ , =t -4 oOG'"> m )> , ~""'l> <0 ..... G'"> .....co 'C Z 1>- :0 --0 <n r- Z 1" -4 - - 'll (J) .... .> z z -- - ----- -- --- . . . . q"13474'conl-3'1347414.dgn DATE PLOTTED . 09-FE~-1998 . CADD DI-RI > lD 0 C m -n G) :I: ~ ~ ~ ~ ~ -.I 00 a a a :II m I. < iii (5 z CJ) - ~ a MATCH LINE STA 1&0+00 - FOR CONTINUATION SEE DWG 13 + - - -- a \ t C a j- I :II I > I ~ \ ,-' , z , I I 6? > ~ I .... I .... I :II 0 I < m - I~ 0 ~ . I > - I .... + Ln I .... a ..,.. :II ~ 0 a J'T1 -t . -0 , I m , -t I I VI -t ..." C> 1"'1:J: 0 .. :;0 ;:: I 1"'1- :;0 ~ :J: I VI VI LN ~ co 0 0 - LN, I :IE I :lEl>fT"1 ::D ~ I n I ~ G") :;0 --I ...., - ..,.. - fT"1 l> < N I I ~ 0 LNl>- I LN I ..,.. I'J r- LI'l + 0 I ...., , I --"\~ 0 <:> a , , I ..." ~ a I .... . ::D en m . < iii .- (5 0 <"'> z ,. CJ) .... 0 , z: So ,.10" " , , - , ~ , , u. , '.... + , , a , , I 0 a I - , , , ::D "" I , > ,. , ~ C"> I , , ^ , z . I I > I I. .... I .... I ::D - I ' ~ I .... + .... a I ::D - -- ....-------- - -- --- - . -~-.- ------ Q:,13474,conl-3,1347415.dgn DATE PLOTTED: 03-0CT-1997 ~~_ "';~;f,~ ,~,!{"r, CADD Dr -R I l> CD 0 0 m ." G') I' "- II ~ (jl (jl (jl (jl I U1 (jl --..I ~ C) C) C) C) :n m < - u; (5 Z (fJ o :n :I> :!' z :I> '1J '1J :n o < ",rn _ o --..I :I> ~ MA CH LINE Sf 174+00 - OR CONTINU TION SEE D G 14 '1J + jl C) o C) < n::e:";o m 0........-.......... .~.". o ;:;:; -< 2S: .. ~ H [Tl:::::e:--- Cf"l :;:::0 1> U1 1 -..... l <> o Cf'") --f I " :I> -'-J r""l ~ . , m U1;o C ".l. ... 'Il~ <> . -'-J -< );> U'l ',i Ai' TC CJ::t: ,," Ii Z 0fT1 i .,'" " LI"'[ o :r:: ::Sf ..", ,,' fV, ::::j -< '- ,;., / ~~8 /71+Q ,~ " mU'lZ 0 '-" , S TAl 75 + 02 ,,'0 ; < CJ --; ~ : C)C)+ iE~6tf08 ----- - ---- ---- . ", / ',' ~~~ / ' cq~r!NU4rl ", ' , , ./ LN --< "I ON .., /.......... N 0 IJ .# W :n "', .r.... ," I 1 m b >....~. .:1' ..... ..../ 8// 7J s::: ., ::S .... ..., ':j".. ... ..... ! :r: I (j) --.~'--+~+- -..,..-+--- ......+..... **= , (5 o^' .' SD... :lE I ,_ Z ..... n , 00 i ~ ~ , . /'0 ~ ..... ..... 00. I .,.:' ," 0 i --; co -'-J i ,', '0. I C) -~ = ", // ~~ ~~o.." " , "::;:>' ,', ';:'-""'~;"'<;''-:'::':':':':: .."", . :t>-, .... ,... .<" .. /' . ." .' c ~ ~ I h " " ,*' ....,....;,:;;:~::.:::::::~....;...... :> If'\.. ... "'U --0 I . v ';: ' "'- - Ii". , .... "U r- I~'.... u' :n c -0 . I .", , . ... 0 ';' to> r- 'L ' i/ < . "" C V, I ',' rn - I'" t GJ ~ I" o _ I ~ ., I..".... --.. t ' J I t. -- , , . t" , )> --.. I I ! t:.: .... "'U + " J J ." ' "'U A. _ :n C) J' ',,' , !. f, , o C) , ~: c ," '."" , "", ',,' , '~ ~ :ft,i;_ '. ' ',. /:. h , . ,,:~~ -oco ... o 0 ..,.- I. "'.1 I , "... ::::0 ~ .... -.-, n ,\ 1, / , ". 0 U1 "- ,'. (f' ,1 fTlns:::....,-,o .... .,J::>. (fJ 'XOI: - ... o rv- '~ ,''/ h , V'lZ::J::t r-t,/) ", )> , '. . I , ---iZ "- fTlf'"l .... n ~ -." a~ m , \. ..J , f"Tl U? f rr1 . " .... , ,1. CO n I '", .......... .... " -{/) . f~' I :::--1_;:::r: " );> - , ," , /"I'l .:- - S. 0:1>:1>000 U'l'CJ 'in /" II , 0--; i.-Vl () )>"'tI"'U:r::nm \Jm 'f I 0 "- ....-.4""O"'Um)>v> - ":I:::E ' ~ I CJ .... rn:n:n o:!' G5 --..I \);>);> '0 , " /, I ,'.' ,.'( :lE " OO,",zz 00 r-r-, '" , I to> , < < ~ m Y :;:;00::: I' : I h' \" ... ~~ 0 + ....... I ~ I; '.... " C) "' I: I' t.': ... , I I'~: "- -(11 0 . I' ... . @ , '/. " ; ~ , ./:.'," ",,- I ~ \ ,.;,::,,;):;'::~'7;'~<: !. ! ~' .' \\ all' I 0 ',' v'" / ", .. m :;'.." . " 9J :D - ....N. (J'l Z 00 :1 . ,1 ~ )> I :'. ~ ~ ~ C) ,/ .," (5 +" z C) / :, "1J:lE )> .," "," ):>- > r C) ,/::or- i o (f) ,/ '" r- / o , 0, 1;5 -i ,,' "(' Oz.' :lE i ~ ~ ./ \'" ~oti+O~\ ~ ~ "~ ;' Z r , . c' , 1 -t (" .. ........:., , .; (fJ m ~r""lZ"1JS:: , ;....... '\J f - 00 -:::r:: , .......... I > Z -< ONO""l:t:l: I' ( m - ~ _ a <..n ::IE ,~, .,~/~ Z 00 '.-CT"lcn----fn t ...' . '..~ "'--JT'Vl>LT1' " ~..,; ~ 0 - f:'..J.;PJ - 0 , , ....~,. ,....... /.'. Z + co ~ <T> _ -'" , '"'' ,,^'m, " "rn 0 01... -../,... } I m C) CO. "~U) co ~ " n'.... _'. "" ..' I ;!! Z C) mcod>+ );>0, -".." ,: , " Z Z (..}1.\ :z: 1:J , CY'l r- Z '<" ..... -'.. " _.' ""... ..... ' G> 0 'tn 7" ,. \. t.n .' .. "'~"'" " "';' . ~ (J) \. 0 , , ~O , "'.;".,." .9t> :I> C .,., , , ZU'l rlP ~ I~ ~ Y O I. "'"'Q; rr1 '. r "1-'" ~ > ,......., '" ,: rn -i , ' " " O )> .. ."" \\ , ~. ',' I ", ,:: ,.' ~ Z " ".".... ,....""....",'..-'>.' i /)~.., ''''', \', ,," ,/ '-u -i -,," 07- I \ \ "", "', ,\ "':" ',< .. r (J) 00 I ,I . 'V' , < . :I> N , I \ I" ", Z + \ 10 "" '-. Z , .... t Z C) .., , ~ \ ,2' ',\:.\ ' i'" " G> .......... ,tfl, .' .. C) , . 1 .-/ ," ~ ,- ~ " ,\.' .......... ".' )> 0 \ \ Ie: i... S ,\ :: i a ',Th ~ \ ''2 f '(;) ";' , ,~ '_ Cf) .~,' . 5: .' '. ::0 I ,0 cj) .':.1 ";., :I> '.., 'CI 2' <.)'), ,_ CD Z ;',' '" \ I . j ...' , ~/'''''.. ;~ \ I,~, ;/',i '," , ~ ':z. \ ,_ ,~'. .' i rn 1 I \ 1--\ .( Z r ,~ -l - ,_ \ 1 . ,'/' ~ 00 ';!:: I \ __ / < '0 1_ '--I . c..N ,-4\ \ ,-< / ~ (jl + ~ I \ ,"" i ~ , \ ' - < (Xl C) ,.....- I.' " '. :lE n ,.-/ \ \ ,/ f \' ~ \ -- C) ...<. I ' r- ----f '-0 \' , \ r--< ,__ \' " ~o '" .. (~ 1 I , \ I, .,., ~ . " . .. . g - \~ :r . , \ \ ~ j' . ,,\.. \~. mO J: \ ' , ". .,' m:::E; :J. 1 \ ' / ./" ",' ". 7"l> . I , .'., " ..... I \ \ "'''; -(1 -U1rr1 I .. z- 20X ' \ ----f----f - ----fc::- " \ 1 ~ __ m --< 00 rrl --l U1 , '-:"" ::::0- ::::0 ::r::: ----f , \ :t; co n ..... n:::IE _ )... \ s: . ,. )" m- ....... rrlrrlZ ' 'Y ::I: . . "1JO + "1JU'lto> ,V'l \ "* " " ----f::e C) --l--l ,::::E \ ::::IE ..,'. , ~ ;" o );> C) 0 .V::' J n ~, , " ::::0 ::::0 ""\....V \ U1 ~':. '. ..,... '\. , .,. 1- U'l , I \ - .\ ' ... fTl , \ \ " ". :lE , \ I' , : ..~.. l m .. \ \ , ./... 1 ::0 .., ", ~ " 1 " .>,,;;/ ',N "," [ "" , I , ,~ ", , ',\ \ ~.... ..' ... ;'V' v ~ - ..,'....., \ \ '.t /":' " , \ ',' ,,' . 00 I " , '\ I.. _,," ..' U1 , \ I ,<,.... + " 1 I " C) , I I ",', C) '. 1 I \ " '''" , \ , < . 1 \, ~ .. > ,\ \ ,. t..: o --.. '~ .\ . , ~, '_, / ~.' , ., m ' ~ I \ 00+ /". ~ \ '," , ' , .", '" ' , <..11- \ ::1, '" :r: Z a"t , , ~.,;. --J "" \ , rr\----f . \ ." .'~ .~. mrrl...J::>. , ,.:-..: ----f :::u. , \ I :'" ..... ' . ...._. \ n \ I' " " , -fTl _ '.. I \.' , ~} , '-"'-0 00 ,\ J . ----f I I \ .: o (jl I IN \ , :::u + ~, \-:, ~ '\ U'l C) '", "'i' ' r""l C) ", I I ..... _ :::IE U1 ___ m '0 i ' .." ::0 ',I 1 " \-\')l. ij\"\ "1J ", I \ . "l.S j\,\\I r- " I --~00+'1'6\ . ~ " I ' t\0 j - :t> IE=()()S,29 ",' ", -:ljS \,\0\\.'1('1\,\\\.\,\0,) Z '" "<'" a\ ')~G ~ o '<'. ,," "'. __ _ _ J ~ ;g ex;. .......... ~ 0 ~ , ~ ~- r- r""l n~~~ Iz 0',-- -0 < 2S:: . 1--; . rrl:::lE'-"" m :;:o)>VJ I --lunl.. ~- ~~ or-O ~ m ~ c::Z s::",Z -~ t.n I m Q' n ,.,-,n , ~ U1X~ r- :lEU'l fTl LN--lf'T1 ~. 00 X <:I: . ...p..Vl fila ~----f Z (fJ ::0 ::0 U'l o 0 -1- o~ :I> . N ~ - r . nU1 l...N m 00 -'" - - Z 0\ l' -'-J :t> ~ ~ :z: --; . \f fl\ - - -'" U'l \I \I "., 0 '\INlOI ",1\:) \ 1:.1 ' '" U1 Z c>::g ~ s:: \nDTJ ).,.., o ... ... _:I: ,1 8 ~ ~ nit :0 I-l~ \ \ t\33 'aE, (jl <J1 :n (jl = f'l "',j 1 \ ::l c> rn C) u:;;l :< :I> ro 0 0 m ~ Q I ------- ------ -- -------- -.- -- ------ --~---~ ('ADD D' -R' > OJ 0 0 m " Gl I is 0') 0') 0') I 0') 0') -..I 00 I U) a a a a -- -----~- -~~- :D m < ~ u; ~ -~- -----. ---.. .'n__,.__. . - ..-. _.~ ....~_ - j\,\\l \-I)l'Jl" - -- fJ) GG~Cj'6\ 'J\S "\ \.\,\0) (jOj - _ - -:- " (' \'40\l.~\I" , S\ 'J~a J3~ ' '\ \ , ---i , \ 1 --.... fTlNI \ ,eJ ~.. \ 0- - --- - ---~-~~--~---. --.*-~---~-.~- ~-~~. ...-- -~-.~-~ -----...-.-- .'--'--- """'Otfl' \ ';Z. _..... /'_ 00' \. '~ .... c?.l/. ::0 '.. · ::v ~ ' 'U, ",. l>:S 'I \ ' c:: , -, ...... "... ::0 ---i ' \ In '" ...,., -< \ --4 :E _ ", :I:: '\ \ '.... ZOO............. -0 'I '0 cj) > c;:' _ _______ . ___ _._..__. MATCH INE STA 18_~OO - FOR ONTI~~AT]O SEE DWG I _ ___n_ . /O,;-SO~:, ~ ", \"'; \ E8 rr12 -os: .~~ S; ""U ",; .....':..:...... , \ ..........::r:: ,- -:::.. "U C) .,. ........,...., V' \ :tl: N<Ji ~ ~ "'2 :0 a .............':............ ,0 - -DVl::e:' ~ - o r-GJfTl..... ................. 'CJ O"'lcn--'n' V' (1) .......... < -- -::::ox ~'. ....,.,.................. ,cn ~oo:r.>L11' CQ z m fTl - :ZOV1 '>'.<. "l............ ,\ L-. N- NI -- rh ---i I\) 0 11..p. rr1 C ---i "t.< ''''-' I .... ........ -:.... \ v -.J co -, ;..-;\"Y' fTl a->'" ) Z . <c). " I ..... .......... ......,..... ..... 1...Jl" co -". :::tJ --.J - 0 '.". / ......................... \.. .,J::>.-..J' -0 CJ ~ ""UCD ~~~..~~_.. ~.' _,~.~.. ~+--""'"'I _._ ._~_ . ~~~.~ _~~._ ".0.. I '.....'................ . \ _,COt' -- fTl ... .. '--' .<>. .... ,.... ...-.. -, ~ -Uo VJ "'T1 .' ~.~ ..... 6"';-~.....~..... I ..J::>., .~ ~ rr1O..... . ., .......... O - ." . './ ' ,..... . , 0 '-"' ~ ~ .... "-..... . < n z ['J " /:.: ,.... ."..... , :::0 m _ 0....--1_ """'T1;o /<.....' ........ J o r- (j) - (T1 I"'-...) ___ _ o:~....f. ..... ......... \ .:; - l> II :::: Z s:: /.'.' ............... CXJ U1 --l '0) O"'i (/l _ I .':'.:;. .....>,,'7 .. ....... " . ". Lf") -< -'--J 0 (/) I /, ..' . ,.... .. o ~ -0 0 .,......J ::c /./ ,. """. ~r> ~ 2;:~ ._._~_..___n ---.-- ..,-..,..~~. -"V;'- "~g~-"--'- 7' " ~~~ ~ ". a i:f? I l> V1 , rr1'1'<), 0 0:0;: ,,'.' '" . r<lO",= ~ rt1 .. .'. . --l ....::: .... . :=E ..' .'\:'.. d . VI'. PI 5T 7+ ...... ~' 'IE -<, 0 A 18 44 ::E.., ", c;') 0, 'IE ----- ---------- ------ - "Q~ '-' LPJ""'" 't { - .u_.__. .--.---.. -'Jf:-=1;-IJ.1 sa 18 - '-- . :T'Q . -,' O\"';::;,;,::r! ,',>;" ' W :lJ ::::: 0 ____ ______ " o}' ;,."--".i \ -;~ ~ ''...''..''..''..''..,,--,,-,'/ m - ~ ::0 --__ ("..'...... , ,0 lh 8/'tjI ," < 00 \..J C> '. <.., ........, - rTl ,...... ~".::o co J;Q ," fJ) 00 v' , " l> , 'A, , ' ;, , - Vl ";-. ':".'Y ~: o +" _ .;<J-< "... S;;D "~,' "..." ti5 0 ~~ ~.~.~_....- -~~-...---.-..-...- -._~~_.-~~ .~L.~~~~._.___ :....:--=--=-~-=---.~-+--~ :--0 ~ . >, '(('(//..~"":t, +,~"..' a lh "" ~~~', 0/, " lh r- l> ~~ U '.. II' ., , . c: f"T1rr1::D .,. '<, / ~a", ..~............ ___ . G1 r- l> 0 . ..( IVf") , , l>O--l ,--. L ....-.... <: ":' · --I :;:ii fTl . '::':.'''., "~ , : 8F:'~ .....~.,~.<.....: ~.~....:..~ ------ ------ -. ---. ~~. ~~- -- <>.' . I ~:.~ ......:~:t?. : STA " .,'.. .., .,' ".J -< - - r-:z <A if11".., , .' V1 .. (.)....., o _ ~ - - ,,:. '::E ' ~ r-- 0 --I ~. ........... :0 .. ~ _ _ ~ ".~..t::.. \ V1 ':' ~:.., > ", ---a-so, I'. -\,,' '6:8 '" <', <: ' - 0 L l\ ......., < - :.' ,'" - - .. . H '.': \' '0 " z c:o ~ 0 - ~ ~ - ," ~,,= \ \ \. . ". .. , . U) , , ' ~'\ ~, "'" "., ' ~ 2; - ----- -..--- -- 'H'___ -.. - - --/ ,.", :. ~ ~,q", \ (\Jr\j'Q\, '. '..' -u a 0 ' , . ~'v , :D . '. '. , '., .. ... 0 ~'03 :l> lh' ,'" ", < PI S TAl 9 + 3 I ::E~, ," rr1 ::tJ C>. '; \ >, m _ _ _ _ _ _ (1 s:: \,~. Z rr.:l 0 , ' , o ] E ,,() 7 (). 2 t;;:I:: , ,'.. ",'. , ., ~ ~:l> ... ~ '. , '. - ..' ;z r " , n 1 - 'IE co rr1 2 -0 ~ "', .., . . zr ,. v: ........ Z-m _~ '.. '1J __...,-----+-...-~_t ~ ~-......-<---+-, ''''0 0 \ _ H. I '1J v'. 1: \ ........ S Il'l ---'-I r- GI f'0 en *p :D '---< :;0,9 , \ _ (\ \: ' rr1 r- - - 0 lh ::iE' o :;0 '---< ~ , ' - ~ \) ';<J 0 2 0-> '0-> -< < ...... m::r::.U( " _...1.... , n:::sz -J'l..O:I>~ m n ~ """Tl :::0 . ..,. <.... rrl --'::I ,.... \ " f""1:1""- - -..J LN o 0 .......... ............. - .~ ..," .. --lad _ .... ;"\, ~ ,,-0 r> Z 0'>' -< Z s:: """'T1 ;:0, - ; , --1';:0 GI <:::n. (Xl c...o nz rn~- . . \"",,'Y"'-;' CO'1'...." \ 'Orr1 .. DU:) o a r-<t> . ::;O)>~I :<. '\.....~ ..t. \ \ ':::OMO N-+ l>'):> --I '.. : '< -............. '\ ';:::",:--rJ L1i LN ....; + --=--- _~ --:.r-tl---=n- :.' \ \. - m a ,~ -< ~ 0 r- '.., , , , ....' ..-y::o ,.. ,..." , .....,.., --lC . ",,". , a v '- ::I> Vl ~. --l (,,/1 ~ - \ - rr1 C') 0 :I: '.. "<.. \~ I fTl M oa , o l> l> 0 0 0 - ::t: m fii: '.:.. \, ~..' \" - fTl s:.\ ~ )> '1J '1J :c ::D m ~ ::::e ;, ......, .,."'.. (,,/1 .--000' " --i -U -U m > ~ " ","", ",...' -000. m::D::D 0 :E G) " Y .'.0::::0:::0 0, \' 'm:z: -u'~ 00 ^ Z Z ';, \. ',=2,0 l> ::iE '-. '- :I:: < < m rn :" ~ . :; ,. 0.;:01 :::0 --- '. "N \Jl . :t:J: m mOo . . ';..~ " ~ -< -l " - 0 VI ::e: 00 . :\ .': ,. ;. r :c , .O"'.-J--In t'\ ~ ~ [: .. ~ '.''";. ....<:-. '" <. r;::'I --0 , . -J ~O l> U1 : 0'1 \.. .. ...._. ........, r- " D-J ~ ' @ -r, Ci)"Tl "'" ~ '. \.. .\.......... "?'... '. C -..J:::.- ...... 0 ___ " ~. .. : . GJ -U :to w::>. l..O' i ~ ~ ~ - >>~,. ,\.:" \'."::. ."\ 0>.......... . ~";. / I' / ~ ~ \ ~.'~ + ; r ,~ . "'" ". '. ",.... r~ q, "',>, ~ ~ ~ " ' ',.. (\...J "\\ - , .". - ~ _ ...., "":: ..~ . /....) . l> , .". .". "" , 8 + '. "'" .,' / I ..''''' Bi a '. .:;." <.~" 'J'/) f c .. . V r a .., '-. .. /" ~ ;;: ", ,,\.., /, '-v.> z .. ..,,, /.' 1t v~ ~ J ,,' (, 0'\' *':',~~/'",<;:: // ~~~"\:, '<" / ~ '''" '<. .<. /" (' .......... :::0 I --I '.,./ ." . ~ - ". ..', <0 .x" .,/' {"} ::::e: - " / _ _______ g ,~; '0 \':,:,\...~~~~(", //~~'>'" ~~~ , /' ". ", /' U) 0 ",' "", '< ("" '",.", "... 0 0'," 68 z .... '.'.. ":, ;~..',~ c.60) ,;/ ~ ~ ~<'.. .... . .....v. ../ ./ i ~ ........l........:.". ,,~o:. ;".j /Y) i/' i -< "'/ 0 '" """""""'~"""<'" i/..'...'..,~/"',..'. i '~. Ii, / ,/i' ~ z 0 " .", 0 ," '.,,' ' . i i ... ,if5 "m 0 ' ",0, , , .' "" m / .' , " . .. ';e. f / I ~ ~ Z " .".< .'..... :., . " L/ ..il Gl (J) ", " " '0";< .. iY - v... .' "'-.,..'0 . tl ~ > C ',,' . ~ :D ." .. ! Or" .""....,,. .., & :!; ,.... ""./ ~ --i --f ..".... ^" <""" ~ )> .. / .', ' .'" i ~. ,~l';/"" --i " " '''', , ,.,.I.j} / ~ Z " , .__ /..,'.......' .c.... ,;.' <.<.. " - lP .../'" <:::> /".~ .. --f ' '.', ... /, ~ (J) .' .~.~} .;t .. .~" .ifi" ./' }'" )> , . "" ~ $ Z Z Z .Gl > Z o s:: '" > z > Gl m s:: m Z 0-> --i co rr1 o o ~n Z r--< '" r- -< o :EO .." '" rr1 " ;<J X ~- o~ mO eV1 m::e: Z---4 ~> 0- Z -0 '" z- -< -< rr1 -< ;<J~ <0 " rr1- -00 -<::iE ol> ;<J ;;::: " lh l>:I:: rr1 -<l> :E 12 lh --l " Z m -on IZ :;0 '~l>~ rr1 -., ~ I -0 fTl r-- o ... rr1 X ~ ~ -ro n lhO :::E :z: '""'- --I ---4 l' ......... o..J-- ---I .- 2r- ~O I m u,~ ~ ::u " .......... ;<J ~ ' ...., ::u ~ :l> " ~ :;0 .......... 0-< _ ~ G-.> :::00 o lh :l> -0 '" :z OJ l>0 (,,/1- G) ~ co.., :I::Z Ul 0 C;~ rr1 -< ~ '=:~ ~ z: )Z=O " ...., ;<J _ rr1 :;0 0 l> ... -0 ...., f'T1 'D ~ Ul --l ;<J :I: :l> lh lh :E s: o ~ rr1l> -> Ln :::e ::!E: z --I --I fT1 :z: I fTl - ::c n ::::e: ::0 --I ::c rr1 l> s: ::0 :::0 1>m -< Xx -0 -- r- S:lh l> C-< :z s:- 2 ~ l <::i;'" o ~ =l ;g .~' o ,. -., ;~ - , r- rr1 -< o -0 lh 0 " .." l> co ~ l> .. 2 ;;><: <::I:: rr1 0 ;<J ;<J -<- . '" Z fJ) . o 0 __ , > ' . - r " " " WI'0\ ~ m _ en \-HW\ 'Al\" VI" ... 00 va l'-' I \ \" ----.Jl> ,. \IN]")}",,,." N <Tt...t:lo. Ln ...... 25 G ~ :6 HV 1\ S3.:lI3G -< rr1 o Q31\:::l :D o m :< .._______ __.,.. >__ ._ ___ ._....___ '" OJ 0 0 m.~" Gl I QS'13474'conl-3'1347417.dgn DATE PLOTTED . 06-FEB-1998 . m " G) :I: )> (II 0 0 CADD Dl-Rl , en en en en en - ~ ~ en -..I 00 U) a a a a a :n m < (jj <5 z (J) I' /'T1 :z: s:: ::r: a Nen -O,,*- + --..IVJ::e a 0-" U1--..1N 0 a , U1en..,. :n , .... ....,?" en' )> . en ~ 'M --..IN c<:> Z 1;'. , , , VI CD - )> .F, "*- ~ ~- 'tl , , "ll , - ~ , , 0 , :n , , f 0 '- ' ""8 ' , \ < " ' , m , , , ) 0 '- ,-- , , )> - "ll + 'tl a :n -- .-- . . . Oe'13474'coni-3'13474IB.dgn DATE PLOTTED . 06-FEB-'998 . CADD Ol-RI l> (J] 0 0 m " G) J: l; c::n c::n c::n c::n c::n c::n ~ U'1 c::n --..I 00 U) C) C) C) C) C) C) :0 m < u; ~ '" 0 :0 l> ~ Z l> ." ." :0 '0 < m 0 l> ~ :0 '0 < m 0 - 0 ~ l> ... + m C) 'l; C) ::0 MATCH LINE STA 14+50 FOR CONT INUA T ION SEE DWG 17 "' - < ..,. - - - - "' ~ 0::> ::0 . 0 :0 ,. . m I < u; - . l> ::I: 0 U'1 . z - z + . <::>~ ::I: , (J) C) . V' ::IE a . ...... l>' I l>-< . rr1 Z '!:: ...... ::I: _m I N<n om . -O,*" I z;z . -.I'::'N I -....... . -,::.,::. I Z fTl '-"'N, I 0::0 . -.I<n<..n r- . -. ( I - 0 I . -.I , Z C'> co", rr1 :0 ... . N , )> C'> ~ . Z I - . c::n I + . - co a . . a . V'l I <::> I I I I . I I I I , I - I on I --..I .({!> . -0 I '!::z , + I -V'l , C) ............ I V'l;:o a . c:: 0l>l>000 . ("") l>"'~J::om . ...... ..." ml>'" - m:O:OO~Q I 0 ~~~z~ . z . mmO 0 . 00 I . I . - . 00 . + . . a . - a . " . - -- - . . ::c: . - . ~ . :J:: . ~ l> I fT'IZ'!:: -. a . ---- -~ - -- - ------ ~- -~- ~-- - . . .. O:'13474'co~I-3'1341419.dgn DATE PLOTTED . 06-FEB-1998 CADD DI-RI )> CD 0 0 m 'T1 G) :r ~ <:n <:n <:n <:n O'l <:n ...j::o. U'1 <:n -..I 00 1..0 C) C) C) C) C> C> :II m < en I 5 , z I en I - + ' .,.... I C) I 0 C) :II )> :E z )> "1l 8 "1l :II 0 < m 0 - )> N "1l + "1l C) :II ~ C) m 0 0 )> ~ m - -- ~ .., ;0;0 Ncr'\ """ I -o~ .-< t.N -.I <.;.N::& \ 0- + I, QLNn " r>U'O . - ~ 'r- ~ - - --- ~ - - -1-. - ~ -. - - ~~~ ~ \ >-m -"" C) ,.,., C) \ . ~. - - ~:- - - -J.;: - - - -: .~.- - - - - :..t: ;""'.... ,- - - - - - - 'J ....,-~ .- 6~ ' -- . . . i: ____ J--- '.. ~ ~~ *-----~- ------------ -6~' ~ U'O .. VI ...., ' , '.. .. ----~-~ ..,':.. .." .. :> 0--------.....--------- z . .... ',~ " . <::> -~-- -- -----~--~:-------- 0"'"'" ...j::o. - + 0 C> 0 C) :II ~ ------- )> :> :E ~ ,', z ..~.; , .. \ )> "1l ---- "1l :II 0 < m " ;:0 VI 0 ,...,- 0 ~G"> n co :.... )>~ U'1 , c:: o:z: r ::0 ;:0 + I :z: - I ;". ,..., VI-< :II i VI ::I:- - ;".C:: ,...,0 C) , :z: I: n < , ;". zco -co 0"'" m ...... ;:0 o co , ;".> 0 ;:0 co 0 I VI ;:0 ;:0 ...... > ,..., ;:0 ;:0 ;g::: 0""" i ':, .., z ...... ,...,...... n~ 0 ..... VI , co -z "";g > )> 0 ;;:: > ,0 G"> ~ ..... - :z: >;:0 0;:0 co, I,,' m ~ VI 0 n , ;:03:>- co ,..., 1 -;0 -<- \. VI I 0 G"> ...... -< --< 0 I I ,..., VI::I: I , 1:/)>)>000 :z: , ;r: ...... .. )>"1l"1l3::IlUj > ~"1l"1lm)>_ ql'13474'conl-3'1347420.dgn DATE PLOTTED . 09-FEB-'998 0 m -n G) :I: CADD D'-Rl > CD 0 ~ ~ ~ ~ ~ -..t ClO C) C) C) ;;;:: .,. I '" ~ ::E ~ n 2 -0 ;><: .,. --; J>- .,. fT1 ;:0 ::E ;:0 :D ;><: J> n m :z: fT1 ~ < ~ -0 U; U1 --; (5 0 Z ;:0 (j) C) - - -- -- -- - -- -- + C) - 0 C) ~ :D U'1 > ex> :!; - - - - - - - - - - - ~- -., :::.- - - - - - - ---- Z C) , r-n --; ,U1~ U1 fT1 n ~O fT1 C) , fT1 J> fT1XO ;;;:::z: ;;;:: fT1 CO fT1 U1 :z: > . -U1 -U , --; :z: 'tI --; --; 0 '00 0 fT1 'tI U1;:o ;:0 , ::E :z: ::E!!::n :D C J> ~U1 ~I--; 0 n ;:0 , . < --; -< ,- '-'" I'" m ,~ '" 0 0 "tl- ' . ,"'-; I z;' r-' > - C . ... 'tI + ~ . 'tI C) , :D , 0 C) < , m 0 0 > -I m - -- --------- ~ ", ',< ", .-"'':.......... , '" .... .-....... .. ." . ,." < N <.I'l + --- 680 I ,." U'I '" C) 1 fT1 ~ C) ~' ,m,.. .~ I .... ~ :z: .." w :D "" , I 0 m I ~ . I ..""""" < ~~~ U; r- (5 <:> TEG DR l~ '" ('"') Z J>- IVE U1 ' (j) ..... , , 0 <:> " I - $ z: ..... I -- ", - Z 0 C'> :D > J>- :!; C'> z I.. '" 0 ..... > C> -I ..... m '" a> 0>>000 >'tI"1l:I::Dm , ,'~ -I "V"1lm><.G m::D::Do:!;Q i OO~ZZ ',' <<0 m , -- mm 0 00 E ">c,, <"> '" '--oE'-- @ r;~; ~ ~ ~ "'''' '" '" 4 .,. 0 '" i ~ '.. , ~ ~ 2 ....: ~ . --; -U ;><: r " fT1 .,- ~ J>- ,. .. ;:0 ;:o=e ,. n ;><: J> , fT1 2 . -0 - :!:: .... --; VI :::r; 0 ~ ....t ;:0' ::E " ... . n .,. U'l .. .. .. - - .. .. -- .. - .. "" Z --------------- ex> ,.~ { ~ -I m _ _ ,i, :Jl r-n --; , .'!------ Z -0 fT1 , > ;;;::2 ;;;:: .U1~ U117-l.-C':i -I -VI -0 fT1J> fTI(;;O (5 --;--; , fT1 CO ,~ :z o . .-'~ ---t :z Z U1;:o ;:0 ,- )>..".. "',00 '=' fT1 > C ....' =eZ ....." =Ii s:: n .lll.'~....... r- n ;:0 . G") VI ....... ~::r:--;f ' 0 C/) --; .-..:;;..:~.:.:.:1.i... "i:"~" .. r "'-" - . qt'13414'conl-3'13474ZI.dgn DATE p~oTfED I 09-FEB-199B CADD 0 '-R I > (1J 0 0 m "T1 G) :J:: . , " .~ v>', ,~/ ", r ~ en en en en en en en ~'.,! CD: N '.--'""," . , \ o - N <..N ~ U1 en .... " "* i 0 " / I V> o 0 0 0 0 0 0 '--',) ~Q j"""'-< a + ( \ / ) CDI ''-/ ~ "" ' ~ N 0 i,.----, \ '*' "* j.....~ . ,-/ I I / ~"" CD !,..... ,z' / -. - j ~ j/ ~ -"-..Jtr_V '--' j .............J<...."""'= . ~ - . .p I ~ --'0 \ ~ ~-"""- 1. ........,.. n ') " / -' , 'qr,' -l>- '......__-.:.:-.~- ~-_- "+... ",-< 0"\ " <......,- _ _ -- -,,~ 1 -..'\. '-"~ liI"\ "" 4_~- , \',,' .} ~. - - . - . - .,-:c:p ., ~. '~/. ------ ~ I - - .u .~.~~ -- -=-.' .-.-.-..:.-:,.,::= .:--.~. -- -- -- . '--~:. --i'. .' '--:~:.~~;: ;'~-':'^'~' --:'~\..'.-' .- z + _._._._. ,. 00 ,..... . _ _ _ _~ _ . - . _ \ ~ -.-.- \ o ._' .-.-. ,. \ " .... ~ ~" ""',,, - .___ -~- _~....~ .....L-...-.__~"'_-.~.-...........----~.~ ~ .l.-_........-'\"'~.~..;;...;.-..-- .__,,! _~.. v '- . A A...........- 'Ill. -.. '" - .. _JIll - - - ~ 1<~" ~~ -""--- - - ~- ~-'+ ~~ - rr'lZ.s::> I" o -- - .-.0; . \~:c :II ---1 'I i NlJ'l I' -.I )> r-..........--'l-~-- ~-- l t - <.....0 ::It ~ I co ::E ' I' ,'- ......'-"::e I' ~ z ' l___~--, ..........., )cn--.Jn ~I If'..) J OOLNLN I N __J ~ I ""/"'/'-" '::=- \,: . ~ > + --- - '",-;- --:;.-1--r- \ ) V ~. 00 " . f'T'l ~ 0 . l_J U1]t\ \ ... ~......:. : ~ ~ 0 " ~ " 1-" ...,,--- : C;' ~ ~ ~ -;;:: '5, :::. _"- / ;., ~ : ;:;; z:::: b IPI) 0 V> " I 0 ;;o~ 0 ;;0 , f'T'l .... ") I - I , _ ,; ~ I> LN ~ ,. ~ 7 )> Q1 }., I....... >' - ~ ,. .., U > ;:0 'lI " :II ; ~ ne..> - - m LJ ,[~ I' - '. 1 i.. o l.Jr-J ,L--.,.,-~ ,,;.', 1 > + -----' ,~'" ' . iri 0 ..' c..\ . o 1--1 : i-----r'j: · ~ ---' I I I : 11 I . I )> ., 'L__........,-l.. g ! ,~ J , · In 8 L-__ ---fD)" I~" :~ N _/ ~_ I If../) ~ ~ ~~ -~l' , .....;:0 . C ' I T .C tAl :D ~ \ -1 ---"j~ I In .. .-J' ..... < m 'c . I- e;; "" ; I I .0 (5 )> I I - l ' ''', . Z Z ~ --- 0 1 I II 00 L -~ .- C1 _ , s:::: ~ ' tt= i '- o ...... 1--4 z: ' r",,-l r:: I.V> ~ ~J . I ,/' . , . ..... ' ., ;;0 · O:II c;") ) ---~ I:: : r'T1Z:5:: >- I ::r: ' :> a I rTl ',' I"..) en / ~ LJ ;;0 I '. - a "* Z C I ' .' ......OLN I -0 I I ,'enOl ~- .J' > I " 5+00 . 00 Cl'> ~ ----- ;0, , l..D N > , ;l"I:: ~t-" I U1. " : ,,/ I . ~ .. ~ '<. /' l:-'~~ ,": .: aO < ..'''''' I ~ ~J n' , : I ' U I , l - -"..... . , I I" ,.' ;- J< 1 ..." ,. .' I f ~ II..'.. , · ~ I" I x ~J ~ N L~--5 . ...... -~,. . ~ 0) ,:; I ~ / ." h- 1 ~ · ~ ~ - ,_/ "' I - ~~ I 1- ..J · iOS--- I " C' o '" ~'Q ~ , '; / -.(' ','" I ..... ,. ,. i ,." .. I / .J ~ " , I / / ~ I / ,.' , " · / r- \ e ~_ .J : ' , . \ \ .Ul -, . ' I. .... t ...." \ J .-- · J ~ ,.e', . , I ~ "..<--n' Q ---'-/' I , Z I' 1 I ' ~ :r '--1' · - < i., ~ '\ . I . ;: ! L I I , ~..,-: , ',,' " .,--.., I -..!' j'..... ,_ /'i '. ." 1 ~ ,. . -, I j , .. 1- .. -- -- L.. - I~ ~ -- Ul ' --" , - -.,. -- , ..... J"","'t- - '-, ''', ... r--- II' . " . ..... ... ~ I . " . , , \ f 'J \ to'l , J/"~ ". ... _ \ _~- ~ or - - : r _ _ - ~ 1" IJ .:-1 - _ - -'-,,- I ' ....\ · " -.r', Z __ _. . } '-;" . .. --I __- "', ~ ,',.' " m --n r-'''' .1.....'" 'F :II _ _ - - \ f'''' I \ 'I ^". . ) Z ' - '_ I.., i/5" , ~ - I \ I \' ,\ i: .,'\ ,I {<;;">) ~ .: "'-\ - \, ,_ "\ \.. '\ I 5::s . \" ~ -, 'J \ : l f" I,~ > ,; '\' \ \ ...-J I .' , ~ '- I \ \ \ \ \ L--:::--:; 'UOU(fJ- ~ o (f) 1\-\" " ili -t S \ UL.-J I,' ~ :J:>: 1------- --I> Z f'T'l;;O;;:: rv> -.,>n -l>- "nv>",z;;:: f'T'l::t: -0 ;;::zo ~ <V>- ::t: ~ - i:;:\::t: "* -.,C oz n , ;;::NCl'> "* · )> -1...-..4 .- ::Z:"T1 (",N--O<..".a CI) m .....CDlJ'l ::t: f'T'l>f'T'l 0 .N'-.lO, - ;;::_ U'l -"CDn;;o - >......-l>-N Z -< )>1 --4:::0 -11>--1 CI z:o:::OOl..JoJ m z- :J>- Z ,.,., fTlZ au Z ::t:..... .....< -0..... ~ ;:0 .....0. t:> 0 0> -f'T'l zoo> 00' Cl'> Z ..... 0;:0 z _ z::e LNN ..,. m 0 ::;;f'T'l Zv> " -l>- Z 0 G'>0lJ'l m _ 1rT1 :::: -I f'T1 :II Z 0 >x-., LN..... Z ,." nv>~ ;;Ou> - ('Tl--f fT1. - !" (f) " O' .. - ,- ,. > C.' :II C 0 ~ r- G'> ~ -i ~ )> " , ~ Z ;:0 m ~ 0 - ~ ~ l!- (f) :> i -_ z "~ J;) ..... "......, - ~ .... ~' > I ......... , z ~ ......... ,:::: o (...00.1.... \.- I ........ ,:z ~ en..... \. -t .., ... > , f'T'l Z , ;;0 > , n .Q ", , rT'1 m _ " ~ ..... ~ Z _ ~ .....-t ......... (/') , CD ,~ N -:z.......... ... ., .. <::>..... .,.,.. n C:::'. ::IE "'" l(l ...." -;:0 --I "\ o::J: oV> '-::t::<>o- Zf'T'l"" , \ LN - ;;::,." .....>z V>;;:: V> G'> :! ~ ""U :J:: -0 0 ~ "- - <::> .. \ ..... ... CO:3: 1-1 00 r'T1 ,~< "....... :::e .-< V>- n >CD, f'T'l ~ > <::> (/')zzO ' -~ ~ ~ ~ 0 . --4 -0 1 r'T1 -=' --I ::e m - ~ )>;:0 " '. ..,., ,..,,- lJ'l::e ..... f'T'lx - -, '-" ~ ""U nO --I(/') ~~ ~j N ;:0- -. "-oM oco>;;::::e..... :;!::;: ~, _ ~o - ZO""U"'" ~~ / ~ f'T'l~ "0 ~_o '0 .p , ~> f'T'l;;o o.....::e'""'--- ';:0 ..... "-, , -, . -.II!!!!: _ _ ...... ___ -,- ',- Ii -~ '-~ 0 . _n '__ _" G'>;;::.....::e ;:-0.'..... n, Z - -, ::t: f'T'l ~ 0 . -1---1 n>-- Vl_ --I In Zl, f'T'l -< " V> LN Z - ::e "* 0 , n '. ~ ;>;J. ..... 'f'T'l Q.lZ ' ;;01 - <D (""") Z_ l>'- I Z fT1' r- f'T'l- "'",on nn, LNf'T'l ....... ,C -00 ~.......... nO -n '- CTlt. ~-(I) .....~ ~oz::e...... i 0> >0 ;:0("')- _ ~ :::0 nz O;::O~ <::> , "" f'T'l::t: Z '.. __ 1..1'\ r'T1;o ::-I -,:: -- fTl ""UfTl n -, .' :::lIlt -1-1 ,.,.,. . f'T1 )>om' AJ <..N CD I , + f'T'l I' o . { o w '. I'" -c 1'- oz, ::E- II >< ,I C f'T'l .....__n ";;0 ..... :::CVl ,I _ -- .- <:> z..... .J z ..... -< t . zo " ~~ /I ~ is I. :::; ~,' V> ;;:: - '0-; . .~ I/:or..:' ,.... Vl .,....... , . ... g // I " .f :g I " . ' r- I' .J , .: I.' .! ~ " I! ... ,." I <:> I , "- C I . , V> I , I )> I --, ~ . ;:0 <.J1 . \ > + .' ~ 0 : 5~O o "/ " I 1 I . ~ . - ::::IE fT1 , m x )-.- - _ _ ~~ -. "- "- ---I " ' . I .... ,. -, J-A. . ~ J " , / J-- , I~' '.J.., J _... ... '__ ".. ,~ -<-- "- -- , Z (j) , 00. :-. ~ - \111\01 'HI8 \iIA01 ~ m / .--.. '>-!'trnJ )..,1\3 . , .' N ..... > ,{'.--..~ . iiS - ~ V> , ' L----1)S:5 \<IV \I 83385 . ~ _ . , :\\ ."1 ~\1 l":l /, :. : "-- ~ .... U .. I \ ' ,/I 1 \,' -lJ'l ill C:;?CZ \.. - ;<: .. , .. , /' " "' '-- , > (1J 0 0 m"T1 :r q"13474\con'-3'1341422.dg~ DATE PLOTTED I 09-FEB-1998 CADO D' -R 1 > tll 0 0 m " G> :I: ~ 0'). ~ '~ ~ """ ....... ..... - - -, / \' 1 I ~r ........ ......... -. . \ N Iv.l ~ U1 ~ _ ,...... ....... __ - , _ . ,,- ......./!. \ ' . 0 0 0 0 0 ,- ,"----"., ~""I' l" - '" .' '$. ~l 1'...._~',"?M!^ ," I '*, f.<' _ __ ;. {'" t ,i #'" ,~'l ..'!.II ;oj ~1!:tV.. ~h&~'~ ;~ , " - _ ,'" J '--~ "'\>, . "/ i1<V;~,~~ . ~ tw "'""" ~ 1 . ,;-- Of < 1:..; , % -( ~ 't.' ~ ~ *" ~;;. , ~, ;Of 0 If , ""', """, ,;,-,;:;. ' ---.,. ,'. 1" '1 ,,< ~"Ji"; - \ ~, I _"'~',iL!~ ~. I I " . "1'~"..~ " -- ,"~ < ,. J(~ J \ ~. "-;p: ~y~;; ~ ~ ... +" d~lf!~., .... ~ ~. , .. ,'''''. i '" ". ',\ ~: . *,,~,' ~ ;f~ fl., ,v #..ij tA'~' ~ ,$ , )> -S:< ; r . \;," ...."'~ . ;; ~ ::D ,^~ ~. >. P:r - $\< ~~^ I I , ~;v/.. " t ~ "~ m ' ' ';.. '. N _,', ~.'" , ",~.",J\ ~ . " . < ' \ ' > I' J/' ~ ' , "".'1:. % ~ - ;A .,' " ii, ~,,~) i'\ 1"",,-' ,-.r-:~~" *,ll,; \l(t f ,,,n-, , '~ 'o,U ,.: "...' 6:~," '~^ 1r;'~\./ '!f . !It ~ I: ?; , <5 - :::iIIiE ~ ~ ..... ct ,.,.- < , '"' '" 'h~; " ~ j;' An Z + ,,:: ), . " " ~ I"" ' .' ,.,;p" " ,,' f} " . I'?,?! 1'\ U> 0 -+>- ,,' '" .. "" " > ,,. ".::1'."" *' O . '" '",.", < 'A )'(><1" r' 11:" -, :I '. , , , " m' " .. , \ c:: "..' .\lI' , ''}. ,f'" ~'< - ,. i' '# "'. " 1,,~, " ", ' , ','" . . ,S. .. ., .,', '''' ,< ,,' > h ^ "'# ~ '< ", ~ ~ '!J "",,, , ~ ~ y -(" .{ k~'''' in :<; / ' ",. .. '" I ::,lo,;,p - ,. ' " .. -,~. ~)o ,~- 'f ~ 'lJ' ,,' .. . " ~"t." '<", ~ ' ,"'i v, "l' t' fj - ~ .. ' ,. ,S " ",if l , ' ," ~'-,' :., ;:0 :;.. '( 1~', '^-I....l\ *"~ j ~ 7. <if: 1/ <::> ,] ~' b;, ;~' 0:.,: ;" .. 1\1" .; f " :,,_ 4 ,,~ ~yt.~ o 0"' -0 ' " .. , _", '-.I .. ," '" 176., cltf :D> ~ 92 . 4.. ~ 7" ..:,,', It", !II ,> " " , ' ) , , , ~ .jn, . 1 :, ''I' :" n ~ ' '.. 'or ~~ .... ~ ' " ''';';' '" . ~ 8 0 0 . t -, ct' F . ' Z '," .' ~ ' ~ ,,,r.. ~..,-\ z z ~ t ~ . ,--(< j' 1 x: 4 r; {./' IT. .~ . " .. -." Z ~ _{A, ",' ~." ,.,.,., ',', ,,< *.. ~ ' 4- ~'" , .. _' , . .' f I " N fT1 0 k~ .. ~ ., ,,..., ~\:I.., '" ,< .. ,"-,~ ~ < J ~ \ .' j.-! + n:.:E , " ~'. mO ,,' ':", ..:; >.t<, . i ~' ''&.' ~jL )> ~ ). "'~"" ~. ~ >1 i ,...-1\' ." 0 -.... 4 'I", , ""'~' ,..~;?AI" , l . '" ,t<' '1" - :#..~( ." ~ ~ . 'v -----II.. . f.'< ~.. , ,i;, ,,~ '" I" f ~,. '," ",--' ,,><::?' + \ ".. >- ',0, :D ' :;0 -" - ,. '0 '''" 1 .-.. ' o " ,~"l: ,if , , .. ,. w .' *' ^ . . , t, ' A"" 1:*'fJ ,.~., , " ~ o;l . '-it ' 14' .,.-.t' '~~i ~ t.,~.;o ,'" d,f '.Jt' .J>.< ' "'''{~ :It," .'J ~" , F,) i M .,.r, "i ''''-\ . '," -"'~'ii~~)i~il.:V ^.~ if I\) m > , I ... ,M' ~", ~, ,,"'~ 3f" 't ,< j, " it:',M';(, ~ o I; 1 J;j., ';OJ. ., "A"'-, ft " }f < ~ > ',>"', ~ t <<'K"fi ,,,\ ' f. v '... ~'yt" ~ "..~. ~ J: i I v ,. ".." t I" :;0 , ... \~' ,. ~ ~-" ~ . "'l" ~ " .. , :& ' i ' '; ~ . ' " > .' ''''' ~ ij ~ >." m ,<lr' "", o'..i<',' '"t:~ >>---' \ ,,_' 'j.. ~ ~ ~ ~~I" , :..~ ;.(l v ,<II< " :i4,1li , ~~~ ...- ,4. ::d'!- ... <'~ -0 .P. l * it, 1 < ::D ,;, f~ ' :;;:tIt ~ ' ~'t <,~ ' ; " o ' "pi .. ' " , '-.. i4' . < 1-.). ,it' '" ;. '" ~,1>! t ' ;if ~ m ,.'...,,} .. '~. t:l< o A . 'F ". J D .tlt., . :";;1., f" ;),1,;.- o . '}. '. ' " ' , "'... 'I} -, {!IiI "', o , ..' '---" N - ~ ". 7 u! :~ 1 ' : ,; \. .,~ i" , > ...,. . .' 0 #'. , ,\%1).' 'u, ,~. - -t ~"'--- .. "<,,,, "F,) ,k ,v ";:1) $t't]-'f ' m 0+"" < n C " l> l> (,/) '=' --0 --0 .... n --0 (,/).... .. W ^ ,~1" " ".:lit. .. \'" .~ no C,/') rrt -0 Z rT1 - )> ;0 ^' 0 l> C <.11 $~ ~ t4' V / ~ ~1 ~:: O 00 --0 z", ", --0 <::> G'l (,/) < 0 ,.,-, l> <:;0 .. ... Ie , , ,,' , ~. , .,~ . n 0 :;0 ~ .... rT1 < Z .... ,.,-, " ,--',., .'-;<< ,>,,, ! Z :;0 0 (,/) 0 .... fTI C ~ - n ~ > -.\.. , , ,"",' '. " " ~j.) ~-i;ift <ll o",C ,x:x:z;o",O :x:....,..,n "1/" Ik;J \ \i \." . i ' ~ik ~ '... >;0 4-tn --o-rT1-tCOz:f"T1 -ozfT1 ,;.'*"" 't,<J~ ~\.. ,'-"', I '''':~; + ........ 0 ",....:;o;S:: (,/)"'---< Z--o.... ",', ,'&<, ',' , " < ' :t> - Q.l>n 0 1> <1)--0;0 ,. < ,; -;. 4 +", ....-f\,fl -l). nnl -t-10U1 l> _(.11M ~ Y' , I ~ ~;r ,- 1 .~ ~ ]> n 0 rT1 rT1 fT1 Z 0 CD ::u <.11 0 z: :x: ~ :l... \ r; .'1 v.v' ~i . r ~ '1't-,' ,\ , J O?Jil. : fT13:; -r-zc:-<m- """"O(7).:I>-4 ~'.^ kt.;j . ~ ' .:..n . . , -0 -0 - Z -< fT1 --t :I> ::z fT1 r- <:) J f, "< '';,.>(''If I ~ ? , > +0 ....0;;0 n:x:....VlG'l :;O"r-:;O , J, t "--"lft . J: " " , Oz l>~C> COO"'l-4 ;0 I >0 > ~.. f) "~->lJ.t ~ .{~ ~,V< ^-~ , Co.>> ~ V\ CO _ Z 1<:)_ 0 rr1 0 rr1 --t ::0 n -1 '"', ~ : "",1'?: ~ I, ~ " . m ..... r- .... ", DO" :z " - 0 - " ,.Ii ',...",'" " af'4:f '. < i!E m"'-' --0 Z, Z n (,/) C> l> Z C> d' '" 1 . '''1';,1,', .. iI" , ; u; n ' - <::> ....:x:;o,.., zr-(,/)Z ,[, .' ,/t,:I\. ' f>' 0- -t ...... (,./'I ~ fT1 V'I -4 ::c - _ > V1 r- _ '1,..,...... Ii ~'t::;z:,} \ ,W / (~"*- r: .. u<," ....... ",," ;;Ooo,.,-,z<r- . (,/)0 '. ~")~"'!~ 1~'" ",,~, Z ~ + ~ (,/) C G'l ,.,-, l> ---< " .. ,!f: 'f#. ,'" ' , , '_ . .. ~ ",' ,t%~", '",. ,)t (/) fT1 0 -i ::c: :::0 n:::o i." $' ~ ) , .. l "Tf ~',f.f . r- a ;;0;0 :x:_g,,(,/) 0 ",0:;0 . * $. ~tJ~ ,~' J;';:1"'i~~";f4/" : elf "; o G'll> 0 - l> l>" - ,., 'll4i!" "'(Tt'Jf/iE' ", s:::: -0-0 O:X:z:::OO-1 (,/"l '~~'C'tI~f1.~~1 ,A"~ ~ .. <- !I ..... - '; " ~ <::> ,.,-, l> g '. /!,~u ,te-J\., , r' a 7:--1'. ..~.....~'\}'i ",-",,1 . ' .}' <,,/'I -0 :r-- - --1 -l 0 ~ ~ " ~ kt~ 'of, ''- :V'ff:...i'\~ ?:Ki t'~ , , ",(,/) ::I:-<n::I:OO -o(,/) . . ".. 1;.' " "\J~~,,'~'''' ~,', " , ..... C 0 :;0 --0 Vl 0 - , , ,'" ,11 'J, ' .{),i " . '"'.;P' ,,"', . : ,_ _ 0 ,. ,.....,-i!!': ...}if', . $' ~ t1.. t. , " , " n CO <..0 :;o(,/) -u ....c:m " "/$;.. .""~.,, ,f,'flI- "\ " _ CON l>'" <:;: C:co "' ".",:....m~~~. .'/,~,.' t'iii. "' 1> - _ rn ..oc;. ::0 r- " ~ .r ~ ,. ~ :~i ,~ ~ .' -' . :::0 rU'l (7). OJrr10 ',r <l~"o,,' "'l ~ ~~$~ i.'. '3 + '~" . , ~ ~ ~ ~ ~:;O -' ..'" _r,..J ,P. ' '.- r . -.- _ ---.... "- I' , "I Jr, ....... >>~ , "", ":;1 1 ~' ^ # o ~ ' 0;;000 OVl- , ,'~ n'::t;I-., , ~ ~ ,. ,'< ,,",,. ,';~ ,", :D :> > fT1 -t " rr1 < j , .,.'to' '7l~${. : ~ ',~~':.. -j<, ' no.; ,.,," > C") , . : :: . 0 m OJ ~ rr1" Y: 1 ,5, ~~?' ::-. ~ ' , , ' ....);> -< r- ,~ ~ ' riff.... " Z: i."-', ~. '* ," .~ .F' i1 ' : : . . .. .: :..."- " ;:. ,~. I; 1'. :' ~ ,~ U1 , fA 5+00 ~.. ",. L~.... , If > + ,-, - - , '.. ~",.., '" . . . . : . . ,. ~ , " ,~ If' '?: . :g O. I &36.60 ' - STA ' " ;: ," <l' y , '".V:4... ,t.. . .. ' ..,,~ .:0...;,: " :D 0 " , , i1I. ' " IF: ;, h'" .... , '" ..' S- .... " ' , 5+25' - ;, TJ "If , ..; ," ," VL..', , " ,,," , ' <: : ,'; : ' '"", ~ < , ~ 11< .v' 1'" w. ~ .. '"", I ~ . , . j:i Om 64'" 2 ' , , ': ' \f.. ." I ~ ~,,~ ~.." 7 ... ' '<...~....... ~ $: t., . : . t "d" ,- -' : ! i ~ ,f'..J :>;'. . '.- '>>"''''' ' > 'ti~ >' ' "'~, ' 'If ..... '\ ....r-< f'~'J' II , , ." : .~ +- ~ -+- - _ +- _ : '::: : ~ ,^ ~ ,",< ^ ir ^ ~" ~"t'"", ~,,~ ~ '~ ~"'1 i,' , .. .". . . .,..;.&;. ,~~~'~.. <'+.. x ,'" ; -f "',' , .. - , ' '" , '''f" "~ . '" v',,, ". , .. : q-> i : ,'! 1:. . '\- .~' , ~;' v::Ji ,::>: < ~ ,l: '; ! .." ',,..' < , ' ''', ., \.. . .. "Iht ' ,. .,. , , .. <: . : :. i; j : '1:~.t ,'l1' < ,'~, ~ ,~ ". " ~, ,. ~' < m ;.' . : .: 4' f ".< "" ,,*,... ? ,J "^ o. . . , - , .,. ~ i '",,~ ~ ;X~., ~ ~ r- _ :>;: . : . . ' '" ~ 4" -< .l: ~J ~ ,. '. <' <'f;' , ' ,- " , . V..' . 'X" .. ~<i'" r- .. .. " N' : : ': : ^,'\ , ,,,., \~;- .,1(, 'liJ' . t;:',' < ...... ,. . :.: ><- ~~" , ~'t'" ~ * , .... if . o ~ . . " , v/" . ,'11 '^'. '<' ) )Ilo 0 ...., r : . . . .. , ," ,~'5 ,..,'"" ~ v 00: " < . ~ " + .. ~ ";;c " 'f! %. "" '".. ,~"', 1'.'1 ,f,. 1:. m 'oJ> 0 " , ; t ~, .. .!J" " .M" '~ 'I . . :.Ii,; ", OC) > . :: .: ' ~ ,> , ~ ,', '.. , , , ! Jj -Ii ' , ' 1 " "" o 'STA '", 'I ..>,..+ "', .. ' .j" J ' " " ,~ O >- 000' ' , '\<' " , .' ' - ' " 2'" , " ,,'" ,t,p ',,' . .. " ,', ,,' , ~ >'V'Vffi:Dm 0+':1 ' ,,-, ,..,.... ' ' . , n1ll 0 > (D ; VJ ' : . :; l . ,. ; j: : ii, . . .., , . ~:,..: , ~.. '~)} Y,> ,,', j 00;lt ~,&50.0 -; " ',,", " l' " ',4,'- ,,',' ;, < < m ~ ~, c:> =-'- ~ -" - - - :,f,lo; , ' ';' ; : , , , ; ; , , '. ','':;J ,. :' , i'/-, J ;Mf ,-~ --.' ", ..",'" "~..r' ~, .. .. mmO 0 ' " , rn , " ",: 'i' , -$ I, x"'~ i ,<f,' i ljf,' ""., , i"i, o 0 . ,. . .' : . , , , . ., '~ ' __ ... ~ '. 1- ~', or' t:!( 5~ " ~ _ (,f1: .. : :: ':;: 1 l> ,. 0-.. <, ~~,... , fi .. ~ R^ ~ ...o,p' >" t _ . . . . , .. . ,. ' '-' I pc ,'.. A ~ ~ < . I I ~l, <::>,~ '.' - , , " , " , . ;E:>, '-, , :I! ' ' . ,,) !tff~~." * " ..... ,... ~i <II ~fn ~7<~' :u , " ,'! i IT!n >~ ,~, " I" .'~ LO r ,'... '.- r, " ," ." " , 01 - I. ,.. , , _ .x: 1 . --+ ('!'). : .: 1.. '. '( -.. ~ ' . e ~".., ".., , , " :z;c; , " ' ",' ,,: , 4":' ' ~...., ~ ), AS} ,,' ~ P'1 l"'" ); " ,', .. = ' ,,' "'" -U' '" , , t ' >-n '^ ' '-' .. "'1 -' ... '" " .... .z}O:-~ . 'f ': '.:: .' I : '. : : i i: (;0 ~ .....~ ~ '')1. ft" 1 iT-" J> ..... t d.M ~" J - ""Tr " ' , , " ."" . " '..... "'-f- .-, ,~" , , -, " ,,'" >> ,,, I Y ~ , ~ z ' , '0,' , " "'" ' ' . , '-' .' >, g :" " ... 1:-:' '"",,: . ... .,.,., "....' . ~ #' ,," . f , '_'4< ;< oC nor, . ~ . :: : :: : : ' , ,+,.. ......, , '~:4 ,\, \ ,~, ,,+ ~ I ~ -...a: , .:'0 . ' : : : : 1: : ' i-'%,..~, '4" t ,~> '~< ~:; ~~ ~.,., ~5.<;~~.~"\~~~-,..;..... ...kJ~{-~~'" "~>" _. , '.. '.N~ a.. ' -:.' " ~: _ ~ ~ ~> Y",# ':i"'Hi" ,""" ( '" ! rr I +, , 'Z: ' " ",' ,,'''t, ,> '!o':;. " !' ~, J1'~ ';'l"'a-i ,',-f' ,'!tofiw"N. ~-' ii';~fJ~,t, efh a: " C)" , ,~ .. , , , :'" ' ' , '-, ~ ~ · \ i'." l' .', , "" '.' JJ i"~ ' , (.' .. . . .........-:, . . . ::: : : : : ,,",' " ~ '\. ;., jIO!>"" , "" '" It', '" -r.~, ,.., '!r k ~ ' '" "- . .. . ., , , . .. ;..~, ";"" '" '" ~ <<... 1\, ~ , 0 ' .... _ , .. ' , ,.. , ' , ' , , . ^ "", ." . ~ .'" " ~,,;,1... .', t.l J , ,,,,1 <, . r'" S fA ' '" '", , .. \" " " '~n ' '. .'~;,:-t "'~ "', -' . !. ::, . , .. " , : i ::!: i j: . '_ ' ,,,, t'tt, .:~~, "':M ; ", ~ ' ',"~"'" < '" . . . . . , . . . .. ~ ... -' , ,-;.... ~ """, ~.;h~ .. , :z -, 3~ ' ' , :', ' , :" .'" - .,.. .. "" ., . rr1 1:+ Q : , : :; i: ,-," , , ' "".' I" -'" ;,y , : . . 1 . ;..: 1 ! : ; ,~" ~ ~ ' '>6 . ~ r :::; - - ., , o,~ t,;. -; ~, < 1': " , "510 ':, ;,:' ';"','" '" " '. ~:,.","+~.,v:~-f.~ 'ASDU,---,~ "y ,'.r. ,'" ....,~. · - <1. '" ", . ':Ii! )Iij" 'lB' f't ','< ., HI ,"' i W. , ~;:. . ~ , . ::.: ';..;. ,:"'fl }:4" tl.::~_ v;:...",>< A';f~ ,*, "]~""_" ,:1............ ,,' '7 :.), ^ . . . : :: .: >'l'~ >" ., "" ~ .1 J. t ' ~...... tn 'J, . >' ..:g;, 't<l '.. , " , "" , , . ~:.. .'~ .~ " '. " I '!:a mz:!,,,,-,,;J/' "'t( ,~.~ . " .' '.~ ' Q :. . .. : :: :;: ~\1 .,!;> ~" . ;r; · " . t.l~ , ~ ' 'Pi '" ... ~ \.;;:, ,: '"~'" ' >, . . .,. ..., :f );"~ ' '.. :c i--- - ~ i '" " <to ,. Ii! '. -". . ' :; .. : 1 ~ i :;;. ''\' ...- , . .t ':,l, > ~ . ,~ <~ ""'~ ,,!J - # ~~ix." """, . .. . .... .. " Y"'t <t,m ,...~<~ _..,... ~;}:..,~,,~,;p.; ,...",,-:..4. . : ': '.:i :' 'j;:,'1: ' '!If ~, ,.1. *.. ,JI ,.,~. -4 I "A,:..~>, '~~. , . , , , ,- , .."'" , .l<. ,\.". 'i; . · ~ " -~. -. . q; . . : : :. . 1.: j . ~ . : . : . j " x' ;-~ ' - ,. ,'<......__ . i ,t,.. kJ , " "'" t "". ... " ~.. U1 " , .. "-,,jf,.~ ~r. t . ::: : : ~ Y ,~:; ..... \ / co ~ ' .. ') 'e ~~, , , , " """ .., 'l' , , -Ai '_.' , ,fo.. .' ,,,,-:;t'rI.. '. ;), , - , , , , , , ", ' , ~ , , . " . 'tf1 ' 00 ' , , _ , ' , ", , , '.' ,'" 15. , ',. U1 "" ' ,!ll:!;'&, ~ I. '~,J +: . : . . '. :: ,... , .: ~:ii,.t , _ . ''J! OQ .. ~4\ ~,,~;~ \: :- $ m, , , , " " '. , " '-"'~ , . . .' ~ .>~"." '" ' . . . ~: : . ::: ::: : . : .. <:: i> ........ >" ' '" ,f~ #. ,~"" " ,.1" "jo '" ~ '"' ~ . . .. . : . : \. : : .,,1;..~" ,.. ... .. >o-iI .. , ~ ~ " .' - "\:. 7"", ,~, n. " o .. _ _ _ _ _ _ -. _ _ _ _ _ _ I '!::' , ,'" ' , 'lI:k'" , "., , ,) ',''T'\ '" - , , - , ,. J ~ '- 1-" ~;>t 'i: " .,.. C) - , , , Ie ' ,-,' . ' "Nik '~.., '" I "", '..-$I/<.,.b~ " . . z I ~3] 84' ,N " :", , .. ',<>i',' " ..' , ',.' " Hi' r f., " rr;, ", . -( :.;t :;. . .: . ,,;: ~ : j :: 1 ~ i i : ~ "" "i"~ ,,~ ____." <:~< ~:.. 'i . :( ~ II ^'" ~, ~ "' " ~ , , "'t m - Sf 1" , ' , ',- '... J ' ,',' " ",.. , , , , I , ,. .. . ~ . :: . .~ .' , j ::: :. ; "./'< "i:;\ ~ ~ .N ....J I I ,c f , * < :.. " >.o<~ ~ % ^' ' Z a 4'3' " - - " ' , -, - "., ,C', " "',. Q "AspH' .", ~'''', ... ' ' A ;>' , + . . ., . ". . . ... >>". > ''l." -> "WI" I _ ~ '"Y"'" 1.. ')t .. , .. >" '::" : i .: ? '" > L " ..:"" ""l- ~ "" x ..... :" . i 1 :: .. '>. t, -I;: ! - < ,~ :,.' .,.' "-> ."^ '[' ~ <(A ....: J. (5, :. ..' ..... ~:. :\"' ,I J ~ f ' < ' : ,~, ~.{ ,; {-" .~". . "-, ,,' k,~', "' ."" .. z " ,,' , , , , 0: -' " r ~ .', ,) , .. "'" ' i > ' _, ' ' . " ' : ; ',;;:'~' '. ' i .. .' ',\ " ' .. " , ' '; ': ",.." '.' ';j: "I , ~", :. it,.' ;' ,! . ' r, ' - ", '.. '" " l\ l ~ 'Go ,~", ,".. ,," "', ~ : : : i :: , " t '" ^ < <.., t '~,'~'" ... ,t A~' > " o ,^ "" " , ' "..~ $; , "t, ..'" .".;1 ...", ' O VI ' '" , ," - .-" ",' ;. ,,'t'" J 1 i,,; .. .. , ' " " . ,f';' :; "":?!'"'; Y "", l' 'l <;;;f .. ^J' ... .. '\-"\ >~ '. ::t Z -t ' , ' "", ",'< '" 1m ~~. " 'fl' J . "t.. - "", ".t" '".. " ' (/) 'VI' ' , , ' "'it.4< . r;~ Ii "''' '% J 0 . ;: n ". '." ." 2. m; ;: i: :, ' ,^ ':", '71' .; < " #'t ~~ } ~ *>" ';'--,. " / .(". ~;.,o ^ '~; ~)> u). rt1: ., ',,;' ,X" ~ .. : ' Kj~".~l., ~ ,,~!ff, .~ L,,~'li t "'. flh~" " ., > Z +, , - , ' ; ..~' ':!\Iii~l\ 1 Ji' ,,'~' '*'}I;) "", "~'~~~ r. Z : . ::. '\- ~'<;iIo~' ~ ,~'1 ,..,,,^ ,"."""" ,<' ~ r O~, , , " : ' ' , : _~.. j. . ," ,l'!.,-'" " ,.;. f';C'fj" , J '." /~, .,.' jJ:i ~ " .. ( ,^ 0....... ' , .... '" ,~ ~ >< >< _ . ~~.'~"'" M'. ~ 11:)1' - m....... : . . : : : .:. "" "'" , /:<} ,',' "~AtJ .>if if> , "i: '~)i v ",,"'%''tt v' .j ,I' ': : . . ; : ~ ,\..Y <,of;. ~ CD '*'M ;< t . ~a.1 ."" " . z -< ' , , ,,' , ',' , ,,' '. 0 >, , . l:J ., , ,;v; . . " m <.N', ' 'STA" :',:, " " , ., ~',; ., ,_ ;E: n :0 <n " ;., " , ., 'l ~, ," , ~ -, ' ,'" ,- , " ' IT! c: .... > " , r; "~ i. ',' " . . .' ...~. V1r- U1 (.It II "'>l ^' ~~ '.1 A;.d::.Y ~ <- : + : : ..: .. '- ~ ~,." ;-~ . ." . 'jJ. x 'W:~.. ->, Z 0 , ,9 50, '" , , ' '" ", SlOVI:o CO e",! ' ,'I: ' .,'!R ",,! ";t" .... m 0 ' ",' ,,'"'''', 00 II 1 ,;.: -' >.;1, . -~, J " !:lJ ,~ 653.0:, ,':", " "w", ',' ~;E: N ''a''l"'' ' <j' ":ON ':' "~'''~ " ,. ',"I' ~- Z ' ' ',: , '-.",," A );> 0 ' , _:l' " .... N '<1 t~' .. ,-: , , f' , " " , .. "" ~ ",~ ~' ;'" ' :0 OJ ~.. '~ 1\ I' -. < y) '. " ,-" w. '" ,^ " , " " 't ,,'t . ;>0: -, '. r-- < , m m::z: ~> "'~1 ., -.' . . Vtl :. , : .: :. ::. 1" ; r d I' : ~ '- T-. < V't ::i:;'''i-.l.~. ,'1 J .... > C ' ,- ;', " , ,,~..;, '''If) ,'It <.-I ,\, 'If ~o NO'>, ,-""i'" " " :Do - '; , ~ ': ' " ,,', .t':\' ."i..' ;", f' ~,~;~, 'I -" ';'~ ' ac: ~~}'''';l .; r- 0 ' ,.. ~ ,-" W'~ , J J -i I ' '-'" , , t :r . : : . ,. -;; '" t., x > " " rr1 :c ,.., (,' . '# =i -t +' , " '. 1,' &, ,', ,'f " , ,I .-,'~ ,'A .;..;;;.M 1 '<l' m . , l' '., < ,.' \'. r - t ~,,'l' o-:~~>\f, . .. O 0 ' " ' ,,- ',' ','" -, I ,) ~ -<'< ~ S ~ ,,>'1 , , : ;: : i :: ':: 1':<. >. .J w' , -" ,I;::: . .. ",,' ,*',/1 j ~ l." -t)> O' "., . ' " "", , " iCJ " ". l l' ~ . .' . ..~, " -, r c z ' , , ' ,', , ., , ' , , - , , :, '; : '-;1, . ,; .' , ,< c...I.' ',."Ii; . f' . :D - ' , , , , , , " """'" l .~ ' ( f'1 -...., " " ' m ' , ' -, , " , ." ' ,," . ~ ~ . ,; ~ '. ,1 . -t -' - ' , ,', , "" ,,,," ;. '" , ''; . . . .. . . >i<?o. .. ',.. ,,-. ~ ~ ' ,( 'V ''', " , : ' "" ~7'1 .." ~ . ~ .- . .:' - - . r , '" , - ". " ..;. -- . . , . i ,...,....., , . > (j) " " ,S T A , ' , ' , "''hJ:",, '.. 'j' ff'F! /; q." : " -;" Z ' ,n, ~~" , ;r, ,'kl(;d . '" , , .' ,. Z TO;T"'7.:t'":""'". 't .'" ~'.<;i ji :i"Y f; ,>;It M I ~ ~ ~ iT1 " , - : . . . :: ""',' .... ~ w.;,,\; ~ I 1" }:"V""n .,,' ); ,'V . ~ [-54 4 - - ,"-., ,;t:,!: '" '. .., , ',. ~ ~ ' ':\ p, ~ . ,," ; , ' , ,.... ' ~"'~', ., '" . N ASPH ",; ~ t Iii . ., . '. .. ~~ ~...>> 0 I r ,:' , )> "',' ',', ,- ...... '" ',-, ~", .",.-,,' ~~ ~ . ~ \,).. \ / z - " , , . .. ,," ,d,,~ n ,. ...., : . . i : . : : '> !:1 .' >:' ) "'- II' ' '( '"'3'1.' .. . ~,..,. ... ' >"'\- o , , , ' _ " , - , , , , , _, ,; , .<< ,,& "''I;? ;,,,; t 0 ~~' 'J$)"'~ I', A"'.lIl'." , ,. _ ' , , " " ' J ,:;,l. .. ~' I , ,," ,~z '. '1....$ . - ,.. ,1 ~ . : . ': : .: At-i"'"- II .., n ~. - ."" , > -' . . . : ,., ~ v '. ' :# ' , ~ , it, ';.< ^'~ '," #; " QO Z +' -- , ' " ' . ~'''I ~', 'iC "" ',i, "\W']'~ ,;'; i " .. , . _ -'4.""', '- ~~! ;x ~~' ;>...,J'V.~ >i ~ ' > 0 ' ' " "'" . ' · 8lJJij" , '-, i" .. ~ , ' ' , , ' .;::: ' , ' ".l~ ' " . "ASPH .' ; " ' ~ 0 " _ , ' " ' ,,' , ; ,; :,,; . _ f" "."~' I! t. . · . . . I .: ::: : : : '" .~ x m Sf II...'.... ' " ,-" , , ",' , ' , , i , ' ,,:) ,~, , ,.1. : V'" n 0 . JU .., .,t.; .. ... . '." '''''y ~'j;, ,. J '" 0: ~ ",,., ~-~--,-~ ~----- ~-,--- +-- I';S:: ,'" 'i" "", '. ,," '.',,'iZl~ t ... ~ '-4. , IE G' 3> ~'~ " ' ',..... , . iX, , , b: , ' , , ' , , , , , , , , " , i , i " , ., ~ ~"'" /1 '~ , , to 'Qt, L -- , - " ; SfN ' ' , : '; ;; ;' ; l ' ' - j ,i , . " ' , . , , , -, .w . . , .." . .. .. ,I . , ..... ~ l' '" / ~ .. . ( . .: : :: :: .... ,'" " ~~ . t, + '.... . '-tl''<_~' ",~ ;; ~ "k "". , - +'C , ,,- ,," , " " .. " ' ..' <"iJ' . (,,$ "i~~ n " " ,-I, ,'" ,iii' ',' .,; t ,'" "~",. ',... ~"," ," . :E . , , . ., .., . / 'I t " ''';r;, Ii ..~' ~ . ., ..' i ;' ,:;,:.::' ,~~ '<,. ;$; -"f" < (" . ... ... " V" r----< , , ' , 0.-;.. ___'~' 655.2 ' ,'" i 'i '" " ~ i '" , :.J _~ #0, f,jli " '...,,". r- -< ", ' , " , " ',':,", ,.,.~,' , Z:O.. ~ OJ 'l((E.. o , ~ ' "at \ . " - ' , '" '" .. ~ f Vim I' '^ " n N ' ; , -,' 't.,.; , ~:o";- '.... " " :::0 - - . .. ." ~, ::c --( '[T1 ~ ^ ~ " " ",0 +, " '" , , ,,;... 'if '.. .. " ~ )~l!" \J \~~L '~,' . ,," J >-< -f f:.,' # .r. fJ) ",,. C) " ' '" " , " '.", fl." . " 1fIiI" "'.,.. 't"" ". ro' r- . '^ ., ,-' ... . "" J> , " '" <.. , . ," _ 1 j -i ~ w,. , w..... C) - , ,.. , '. ".} x " ".JI' . .. , 'I ~ v ~ - "" l I '%1 ~ ... <:) ...... _n ' ' " i , " . " ,~' . J ..,>>' ", .... ~ .', ': ( " ,:{ oz ~ /r ,.'t'$> z- , " ' "''') ,4* . _' "" :0 w....... ,. /. --t --I : . : . :: .: 'j. i y~' .~ . ."", " ~ I ~ ,. _ '" m -< . .: .:.: : ~'f':" '5(; , ^ ,~ , ,~" ,> ~ 1..., ;Q": ". :!.:. i : ,~, ~ ~ ~~,. p ~ 1:" I , \l' . 'Z '1 ~~4J'''''- .. _ . .' , 4'l ' it" ~, , ' .""",1' "" .., .: ;: ~ ~ , v'" /', ", I ~'t^"""...... ~O'- -, -..---~' .'...; "d.___ ',~, _ ," ,';;., " ,'L "; ~' . ~~. ~ I ~Vl <.N LOO ' . ,..,'tOO ~ --1=- , 0::': ;~:j:. : !:t::;: iiijli~:: ~ ~' ,0' I ~' ~ 0> , . -- ,..12.65, ' ',.., ,....,..,. "., - . '''~'' I' , \ <n ;l;J :'. : j;'::'. ; 1 j] J j:. t j : j i II i; ~. : ' ,j";' .~" > -'\ '<~ (~" <~ ~I".~ ~ --- -- --~-~~-: ~- ~ ._~~ _H.__~. ._~--=- -,---_. , 0 " &56 I, , , " "" I " "" ,y" ......., I .. . . { <.., ' Vl . . M .. . .,';::: : i : i : i : !: "" ft;,-,r it" ~ .. . " fT1 . , . , . ,. .'. . r 'l;.}', t i-.. v, .,.". ~ .' Co . j i jj :!. ;: ,<lt~ ';.' 1" "",~, ~ ",,,~ :"1' "~I .' Yv 'f'~, ,< ()J1Tl ~ - . ... : .: .: :" '-f,}- >' ,~: " 1;",. .. I "" .....1 ,.., , ' , , ' ' , " , '," , . , '!L:lf.k1 '~ -' ~ ~ ;;0 v.l " ,', ' " ' ..'" .~',' .. . -'\ n:a J>.....', ,~ + ' , , , ~'i~ " '~'. ," :i: '"'<I''' , }" ::0 m~ m :z "'I::: ' ." ~ O " , "1I\',,t, . , '.ii.V..". :i: ' .,..... . . ~'" ' , >>. , "" ...." ~. , . ......- ,f ......,' " ~",,;" ;" ~ ~, "--....~ :j< C) '. ;, ~..-~.... ,... ~ '" "if"'''~'f'~.r'W " "1'10.. C"lo-;S' - 0.' ,; 000 ~ ~ ' ",.:j! ~,,~ ' , , .. ' ,n""'o(.. ',) 'r -.j I .. ~ : . . - : :: GJ- ;" M ~,' ... ~w n! ~ " :'; I l " .. , '" - : - l> '~, ' fjt<~ ..~ .o;,.,~ ~\~" (.. -".""""~$r: ,'''7... i/?:i~, ., :t' (Jl ~ ^'" , .. C:;::55'1 ~-:z , ",'fl' OM.. ..., , ,-"; ,-'t::t~ '.tlC' "",", , '.....J .,.,....r-- ~...-".. ,NO'> l' , : : J.j~, ~v ., ~~~ idi'..i!< ., 1"'-) \,..~ ~ (",.l1lI- 1> < ! ' " ,',. .. ' , 6" ' ~,; '--L-,.' <>.. . -.j , , , , , ' , l,j" ',., -." ';":" ,);' , , l'Io. f.~. ~ :c: :, " . V1 i . .I: ."" ;"f... ~ 1 t j'- ~, ,t' ,i I ' -- " , STA' ,J" , '" ~. ~iS.'''' ' "'1' ,_.a ,-, Z ' ' " --. , . ,'1 ,,"'.." -',~,.... "-~ I '-"" <i"l ' .. -' ' , 13 +]' 0' , " ; ; i ' ;', ." J#. ,- , !>''I'" "\' " ,~' 'I GUl .. u::! ." . .. / , .., -- -.. ,,1' . r. .' >W ,'" J, " ...... : . ; , :: . :.: ~ t ~ .... . ~'''' > .' <<;l;'{: I 0 ~ \.. :'."'~ ,,' v>, &5& " - " ' , ry ~ .. "'l'- .,' I.. ' ;-;, .-' ~ ~:) , , ,I ' , , ., ~ , !\"l . · , , "," * " , . ,,' I 'J ; ; .'<a " 'l' ,...... ;!$ - "\I} ':\, {' "I " - .~ ",; , ,"'i':'J!.' V .. ~ ST 14+0, .&>; ':', lib.. .';oJ ,\ ,,',' ---- .---_-~--..-'i--.;~ ,. ..~~~. " + " ~-'l" ~ 1>,,<< II < ,t :$ _ 20 -l>; , ~ ... ONe I I . .. '. A f. . V VI Q. " ' - , ' , . ^' , I, , " '. ,~,' f~:' "1t~ ~' '-00 : Crt1 oo~:z j~ J: ";< . I I,' J ,,{ , /~' 1~ ,"''>.~ \: '.' ~, '{; p' );>c: C) , ., _ , ' ,-rlX Z;2l:J:9., 'J.oi~tt f ,.' '0...., I '" ", " ';-;, Nt' ',,, ,,',' .,....~ ~.' ,- Z--t . : -- r M..;......t w: fI'",.\*,,,, > . '" il"~~ .', II ," ,~,~,.. /' +", ~,^.P" . ~ ~,'l< . :.c . .: r.- <..() ;.-0( +-t, (T1 'rl;-,~<" .. : " ,. ,< '% >,. ;'. >( ~ ". " f >>'" ; :l> - '00' ~.... , ' ::r: CIl'" "s'~' 1lY" ~I f ~." .,', ,. "i'" ....... ... ". ,e..', ~f" .'"- _ :... --4- ._.........' A" I .. ., 'c''',<>, '\,.J.,I^"'~~"-I~ #f" '>',~~ z~ . ....: . -:2: q(.l1. ., ... ,.,""-11.... -'-. ,.fi:, -:-...~ <,. '1'.:l.~"-~""*"/^ o{~ f~<i\.~' ~" ,~, '.l 0< " "'-'0---<...,.:;;:l; ~ ~ "'!r>>ij ,~j, '~/EI'"'''' l --- ..-_;0..____ -.'-.. ?' '" ~t 9 - --om , ' VI" f-i'O~,', ,} -~- ' '..., f"*.!,, .. ' ",\ 'I, ',I' "~' .' _." '.,,' ~ t'f' "~'Ili t,<;.T ... ;lJ;;O ~'~ a' 1ft, ,~$, ".J. " ,,,,' , 'l<' """ .. :::lIooo -.-, f""'"'!I . ~t, , ; "'$I,,,, . ~ ' ~ , " 00 ~ J> ___ .~ =- ."" '*'.'" 'M ':, ; (1' q 11 I '"t, 11 '., \ ~ Y' ~. t. ~, f" " ,.-. . +. ","" , ~... ol', " . , _0 ,-<_ ,""~;:: -, nOJ~ ..~ ' jiJ'M" .' "'.." ",~> '''~ I. ":. -/ " ~~ r-'" STA ' _.... v..~~ ' ;5 _l ~t;} I I'<:h I. '. ; '~c"'. ...1, , '~ ", -'" ,- , " , , { , '~~'" (,/)~ _ ' 14+92 ,,' , ~~ ~):,;:;o~~,. 4:l:(~ ~ ' .... ,~. ':, '.', ..tI;:~~~ f /, ,dr.-}, :::c - :-,. 1> . .~ :'"'-~ ~ ~>, f I I' "" <.. 1F,;f' ;.", ~;;; U1+ ~ G55.&0 ~"z;=;~a ;~~ g'~Jl l~!.: ~ 1,f5 Oom~!f'~, :";;,';;:,,'1: ()~':"'.";;;~"~ .... ~ ',,' r 'f ,......" I -.. ' '.." " r- <:) U'l9 -:-or:- .~~K '-.f '" , f ,I ') N'-oI" t,..~' ,I~,~<'" >\}-~ :x: ~ n -" ,;j!; , ,'.. -cr. ' , ! ,,'; - l> 0 ~ 0 0 :;:! g J.~> ' ;"':;;''>.. ....<.14 " (i." f" -.j - I ,,-f~.r-'d. ~'~ilA:;"~ .... ~ C Z ~~; , y '<.ot" - '.. I ~ . ' 0'> 0 . t <),~ ::; ,'" , ~, g D3 z.... z~~, ,~:' . ' ~~^ .:~,;r",: 'U100 ~,),,/~" ',"'-:;,," \ ,jl =: l> t .;= ~~~: ~ r;;;;1f:,~ .' .<;Jf I' t? I ~:* ~, o1,.~ f, '$t.'i~tii"'j;;~ $ r- ..- ~=-- . ' ,i~~ ' "\".~;~' 19~" . c.I'II "' ,,>?::;I~, "', .. ^ r ,.. VI '" ~ >--;.~~ " ';"""",,"',. ~':.. ~'~""'{'t;};\;"~~ ...'''...~-:;fI.,' fTI ~MO' '. "'..,t It. . I , f. '''0 foil)' . ~!>l..~,f, 't-'" ,. . n ' , " . ,'.. ' , I ' ,'" r- '1--/.,,";,1 " rT1 -Ao. . . ~ . .. . ;." " .. f >> , I "; ". R , ',,\ l<", <' ;;0 , q" , , ;i! >ZET1, ,;, .~l fl~ ,~~.":...~.,, ,<', ,,' ~~ft,.(f I''', j' .~; ",:~', ..~..:"U/'I';,.",)~,. Vl alii! Cl+-o'!- --... ~-+--_... .::u~::,...I"c::?>< "J..,' .... ..".;J ',,;I; 1---, ,<' _ "... _j-l", ':1 ~(: >!: ,,>>-f ,'!IP;'P'W~~'.t ......, ........ ";. 1 ,~~, ~"K '" " '" $'~' f t : ..-.. . :c- rr!I~Vl ^"" ;'"'1_ I ~ 1 ~ "'Ji/~" I' -;l f'!:',.'f.."'~''t_"' ^" . .....' Z:, f;.;.' ' ,. ct-, ;. of ~ ' ~ ^ ~ I I. ' ~ ,II- ~ "',~ Vt 11 ",,- sa ...,..Z:z~~ ". "'-" "'~1i:..~~,ek,.","'" ' ~,' , ',<tI ~" ~A\ ' /' ," '~",,~b,' .: 15 95' ,., q 1.~;;z: ~',.- ~,> ~ '<.t""", "-A,~d I ~ ;,t ~ 'r1'V't', -1 \ > J<~"tt ,. - 0; ST 15+93 ~,,+ ' ~ ...,.",~, '<., -, ~~ t.~~ ...$',,,, ,""~~:<' , ,."'~j~""r"~' , :,' l + _ _ _ _ .. _ _ _ _ _ _ 0 t N I ~ I "1;, .' ;/" ~~ ~ ~ . > ,,">i' 0' 41. V1 ' '(,/);::x: ~ 0:= ,:':,~' .."I,' " , ,..,.~..."'., .. , , , - 0 "-' , " f "\"'" . '" . , ';;:.,' 1 ,." ,. N : . i . : , . F."""':: I. I~' " f ." '~,,' "'> ;.-.. . 0 ' , -,~ ,':1iI~"" (,/) ,,''-''''''t'#~''''~'''''~''''''~' A"f'&' , I~,'" '~? ,,' ,. 2!;z:""""" n '"'JIf:'''~ _~,t' ",'$: ~.~"''''~'-''--''T Ill' ," ~,.. I ,) ~ >;,""^). ii, ~'"- fTl.......... '4<?X Pf' > \'" - ''''.> " I"", ~ ~ v" , "f t " ~'" ": ::"'l.~ ..., ~_ ~ '1ti:1f,l". ,t,: '~>V",,:,.. " ,"''''J: ' "'I' "f;':' ~'lr<" ,$", 'I.'..'" ::::; ~ "" i!4':"""~:r.... "Ji~ ~-J>r;l"'":"jIt","\ '; ""~'$" '1O ,~fIi;: '" J'~ ~ ~~ ~ ~:Po ~ '", ',' ,/'", '\:iii ~t -r -,;;...",... - - - -..,- - -,- - - -M-'-'-< -, t J;", <;. I~td Y , .. >>: '91;,~'" f" #' ~ (,/) r- ", ',~ '#' .,~. , ' , " .....- ~ ~ ~ ~_<..n '~<'::c ",'~'" '901 ~,~.", ~ /" "?{i'~. *'" .::; ~ ~ ,;>;) ~ ~~~ ~ ,\,,' ,r .' ,', ..~~::"tt, '. ,~: ::r 1'-rd' J "r~~~ ,~",~'~'" .,.:- i\-IOI'.UIJ\i!}~ : (,...I ]> <>... t\.' >, 1'''' "\< . "" "I ~$ " '1 . 'oS ~ \ -, I I f'~ . * ~ -, <::>~Z ,.... ""'<f.J"':""""'iA,,,,.,,L9d~~:!::I' '0/:(',J "'::.1:,, Yd3J,'"J t~ N -..l l> ",-,,:;0, ' . ,,1 '')''>~,..~'~'' if ",." "11;:- ,,', . "1,< ""j,\~' , '.', V'" ::u: ~:.> # ' . if.~~"'~.... I" ..~.. . "Aiiiii,' , " ~; ~ N ~ '0 STA' ~~ ,- ,.,I.tI. -'.,.:" ~, "" ,', '/, 'Z,t" ~k'A" ~,- 0"'5'11< II 83J8"o n";~ z ~. ,....;...,-."..., ~.., , '''1 I /y'J> ,~ "#~...:v .",-', :;). n.v .J ..~ o 0' 1"+99 ' z8 1/ 1 '1'\ :)', \"'..." ,', '" -/ -, '" "n}'1~ " ~ ,~IP .... - ,Q- G).,. -<.11. ':J.~ ".'it L ..... I' ...,..".... <, '! IV"" . . . ......,. 00 ' ~ Jr., I I I . .< , .' '\. '" ", , :;It. =" '\ ?- 8 ~~~, ~-~. " , ." ,;}1 . 1:p.'t1#~ I...." 0 ./1., _ ,;,", t,,-;,81 '(},.1 11:1 "j.t , '53 II . ~?, t l'\ G'll' It > ",' ... :tl' - .J " ..................... .......... .......... .......... Q........... .......... ':it "- ,~ l.. 1 ", I I "I t r ~,..7't-''''~f>~ ~ t/. r...., ,;. <:' "'" . I"'" . "'" . "'" . ...., . ...., . ...., r ___ ~ "'f- I f I I ;- _ I H J:,f...t,,)>> ;e~... l':' !l'- ~ N ,tN I~ U1 ~ U1 ~ 0 '.,,^,' ,/').!I /,1 ,I, "U':"fl;" ;! '~",;;/'Jl ,; 1"J ..tlttf~;-; . - :< 0 0 0 0 a 0 0 " /-' ..' , ,"'',-} I ".. ,,;. .-,',',:l'"\!;i<',."",-~,<<.. " ;')1' : ,v,.fl ,I,f ..J' :,v/t~'t,.':'~V'\"!{~#\ ~' ..t.. - , )> tll 0 0 m " Q :I: . . . ~1"3474'conl-3'134742,.dgn DA.TE PLOTTED I 09-FE9-199B CA.DD DI-R' > CD 0 0 m " G> 1: - ~ ,0" 0" 0" 1t.N U1 0" C) C) C) ::J:J m < . - 1i.i <5 z (/) - 0 :D )> ~ . Z )> .., .., ::J:J 0 < ~ m 0 )> - .., + "1) C) ::J:J 0 C) < m 0 0 - )> ,\ .... -----------~----- --~-----~-- - -- - -- --- ._-~~-- --- ~~ ------ -~ -------"--" ql't3474'conl-3'1347425.dgn DATE PLOTTED t 09-FEB-1998 C ADD D I -R' )> [Jl 0 0 m "T1 G> :z: ~ . . . :Jl m . < - Vi o Z I'-" (J) J> - 21 9'1 ~, - "O"l I ~ ~ I o I I o :Jl )> ~ I I',) --------------------------------------------------------------------- -----, , I )> , ~ ~ I ~ ~ ' :Jl ' o ' < .-. .-.-.---.-.- m ~I',) I\) J> -I>- O. ~~ Z~ 0-1>- I )> ~Q) 00 \J r-- J> ~ ~I',) fT1J> it :Jl N o . ~m ~ a : ~~ I ~~ I ~ I ~ , - I --I:::E :x>n o I -<).> :::or- >- I -0-< <:) :::::0 -I I - C m : :z ,___________________________________________________________________________________________, CJ ~ ' ' , ' > ~-------------------------------------------------------------------------------------------, g , .., , <:> 0 0' CD , I z: ' I',) o I co ::::0 - -I ' tTt -, I fTl :.> :Jl ....... ~- ~ m- ......., -<""'T1 I 0 < -0 ~-t -- ,< CD NN I J> co N _ "Z 1 CD... -l::to o -0 0'" fT1fT1 " ' tli r-;:O fT1 J> J> II -6 II fT1 C<! J, )> -< "" ~' , ::z ~fT1 II '<TYPI J>' " CD =E=E 1 Z I <:> 1>> 1 rr1 N 1 -<---:- ---------.: - . I -I .... ~---------------------------------------------------------------------------------- --------~ - -I>- _0 ZfT1 7" Z. zz Z ::::J: ~ ~-I 00 1>--11 1_ ~I::::O<..l1 E~ I I fT1J>~, 0~2'5~, "'! N rr1 --I I I ~ --1"C~ I ~ l>o::::om I ~ -::::Orr1~ I ~ . -t , ~ , , _______ __ - I I N - -.------------ o .... ' > (5 ~ I 1 N ~ ~ ~ ~-----,---------------------------------------------------------------------------------~---~ ~ . I I ~ , I ! i I i ft " ~ I I ~ ' ! ! i NORTH ~ " + i . ~ ~ . E ~ 2/-911 I 2/-YI 3" 23/-6" 3" . - ' z iil I'-Y' 6/-0"' -1/-0" 71-0" I/-YI .:Jl ~ ~;:O=E;:OZ I ~ Orrl-rr1Q I 0- -t--t--t I ~Z::CZfT1 Z 0" ~.. 1 ~ ~o~o I ::0 U1 ::0 o ,^ ~" " ' o VI .-fT1fT1 I Z -f J>ZJ> W CD~n- 1 Ii )> =E_I~ fT1Z 0""'''''' ..." _ -"'...... .f!l. 0V'l~ fT1Z ><~:>'< ..." ...... _Z=EfT1 fT1;:O ;:0;:0 .... fT1J>1',) , f'Tl--t 'Z c: )> Z -t-tJ>;:O 1',)0"l ~~ ~ ~ ~ ~ ~ -Ieo -tOO I',)~ ~'O -t Z r ::c0-<- -0 J> ~ 0"lfT1 Z.j:>. J>fT1~ -0 ~o" <= -t Q -.I 0 - I G'"> G'"> - - X --11 :::: - ~ -.I C) :::: ~ :::0 CD m V'l fT1 fT1 ;:0 eo - . J> ;:0 <= I',) ~ ~ f'Tl1 · . 00 - ~ ::e 0 f'Tl _ -t>< '-"'O"l ~O -t J> . O"l;:O ~O -1>---./ ::c c: Z -< 1> -t;:; - I...D co 0 G'">;o ~ ~ .,., D (""). 0 ~ NO ;."II::: x ....... n Z f'Tl ' ~ . 0 fT1 0 ~;:o ~ f'Tl1 Z CD 1',)' <= ~ o;:o::C I . 0"'1 z;:o ~;:o -t J> ~ OV'l . - ~~ . G> 0 >_..,,0 ~(..N I C l> ~:!::Vl --1' O-tr- c..DU'l"'1> < Z ;:00 > ~ ...... O~ ~ - '" fT1. 01 =E , 0 0' Z fT1 . m 0 o.:::on ::Em ~ I ........ -:::0 G1V'l-l -rrl ;0 lit . -I ~fT1 O. I" 0 1 fT1 ::::,- -I 31 ~ =E ;-' I ;:0 - ;:0 fT1 I I',) fT1 I',) ::c _ Z 01> - N....... -t a-. Z 01 n 00 -< ~ 1 .c> (IJ .g:>,< - ~ ..;, I ' .> :r::V'):::E_ --t I CO fT1- -< , O:Jl oJ>.J> \ ~ ' .../ r :>,<Z · ~ , x '0 r- I . =i -f Y' V'l / ' I ' mi' \ ~ ~ ~ \ / /1/'1 --r----------=-1--------------T-- \ 7 m ,-f ' I ' . I I ;. . '"00 ~ ,--- .-- ... . . I , I -r . . i ~. <7 / / :: " '" 1 . I '" \ ,- ...~-....-,..,-'-~~~-,---,."..,.""......~"~ -",. ~ ~. .. <\ ( i 7J7/~ "\ CD j' ~AP~,~.: I / Z . . =-0 I ~ ,L~- o l't<' N , :--.J ... _ _. O"l Ii......" ;Jj -- -_ ' s:: (\ ' . . . . '" O"l .> I . . . :::: · ~ U1 --:----- '- ~- ------ ---r-----------.. -',- ~ r ~ - - ~ G> I I ,~. ...... . , mO, ."... , Q) I,' · ~ ~ ~ I - -.- ::.. 1..;>'1 " ~ I Z P VI :::: m I I /' ~ ... Z : <. l---J I --c I' 0 : : ~~ f X / . " · o : I r--'-- ,"- /~ _/ ~. " - ---,A----------. .--'--- :...- o. GRTG SPAN_ --- -.-----~ i - - -- --- ~----.--- =EO 0 ...... =EI" - '<:' Y , 5/-7"1611 __ ~ <:> II ~J> ' .---t ~ Z I ' ,_-< ~ n l'J >1_. o . ~ - =E~ :3 " , 1 ' ,I _I Z ,0 g_ . 6 -0 n : o co..." ::= S~ ~~~ i3 ~ ~ -------~----- - - ____h ----'-------------' -!- !~~~ - - - ...", ::z O"l .. -.... - ;:0 ("'") .-- 1> r- -I I . I \, I :t> m _ - z _ 0 " _ I - -. '\~'t. I CD - - - - - - ' -t~ "fT1Z Ul : S\,\J~ ,fT10~ J, fT1-< J>~fT1 rrt . ~ I ~',$ · ;:0" --i ;:0 . . . -...., , . , ) n -0 ("") I. co :t> fT1- 0...,,;:0 -I ",-t ~<:> Z fT1' d s'l I J> ~ =E V'l ::e <:> ......... ~, ---.::.!!p[ , ~ " oJ> J><= 0 ~ ~ ~ ~ I fT10 - ,-_=2-_ - __,...__._. ' ~':ii::Z I ~?i 1 ~ '---. --------.---;:.5ig--d..'- -~ ~-, -,,- Y-O': j _._~6'l_ __ _______ ' =E -J> "Q) r . - -~- "fT1-t Sl ,--.-- -- r-~- ---------.---.--,----, -----.--. g ~ 6 ~ _, _ p,------ ----.-------- I .I' f'Tl -.....::2PE ~ :::0 rr1 I'" ---- Q) . J> " 'r< ~ / I 61 J I : co., . ~- en r- I m- . ., \J ~ I' .--r- . /- I ~fT1 en I .---,A----------y-. ~__ _ ~ o. GRTG SPAN: _____._.-- ~~ ~ q '-'" :: =E~" - -:\( y i coO 1'""-1 en . I '-J . . V1..... (..0.1 :::: 1 I Z:. I fT1 I ' 0 I:" I ~O,...,. , - - - -_ D I"'T1 "--' 0 - - - - - - - - .. - . _ _ _' 'r , fT1 z::::: ~ I : - - - - t - ""! 8 --0" ' ~~ /: : ~ J "~' ::eo ' / - ' , - r- J> O"l ~ ,...,,' . .-/ / =< ~ J>V'l O"l - ,'" , I ,- -' ... I - ---,A--.------- ---->--- : - ~ (-- ,-- " 6/-011 \:J q . _ I I V') -'\', . ~ ::c ' I',) r' - -------- - ~ _ , '(TYP) o ... N :t> ------., --- "a Z 6 d Z I ~ ~ · - / : : _.......r.J ~' : \ ,. ,~'. · ~ ,- V Lo. 1\ ,\ \ \ '> \ ,,1 · <= '-" ' '" -. "- \ \ \ '\ P '\ p. fT1 ~::e"'" =E- CD"'" J>J>~"'" ~ "'- -"'-I>- ~ -fT1;:O f- :t> 1> :t> ": CT1 - 2: --f. -< :::0 ---t:--:=:::: -.I >- 00 1"'T'11> 00 U) -t X <:> _ r- co .... . r n -0 \J -<N... Q) --I ~ -t :::: Q) -< ~ c ~ g.;:o .~ o. I::e ~- O"l fT1 0"lfT1 _ ~;:o z~ ~ ~ n ~ <- ::e " ~ ~ ~ g ..." ..." ~ >< ;:;; ~ >< I',) -I>- J> 8 NORTH 1-1> - I 0 r-fTlCi'> 0::0 -. en + I',) f'Tl~~ ~~ Z ~ I ;:om;:o~ ..."eo 1',)...,,0 ~ ,,~ , --cCTlrr1 f'T1fT1 n Or'Tlr'T1 :::0 ~ 0;:::0 :::: -t <::) _ 0 >< J> ,-,,'" J> J> J> ;:0 J> =E ::e~V'lZ _::0 ~~ ~~ '" Z LN --I ........~ >->-::::J:Ci'> ~ ,..,.-- rr1r- Ci'> fT1 ... .2::0, C fT1 :::0 ..." .. r-V1::Errl.-. 0:::0 V1 C -2: "I I"'T'1 - -+:-. , 0 I"'T'1 en . ,z- ~ 'z W - o g U1 I',) ~ #6@8 EF -- ~ :;; fT1 !TYP FOR EXTERIOR WALLS) \1'~OI '~*l~ ~fhOI N ...... ~ O"l !-IH3 'v AL8 I U1 -I>- . ~ OS :5 WV II 81:l B5 - ...... , q '-" 03=11:1 eo :D 0 m 3 Z - :< )> [Jl 0 0 m "T1 G> :z: _ _________ ___ ______ ___ _________ ____~__"__ __________ _____._._.__ ___" ___n ____d __~ ------.-- O='13474,conl-3'1347428.dgn DATE PLOTTED: 03-0CT-1997 I CADD 0 I-R 1 > I (]) 1 () 1 0 VI m 1 ." I Gl 1 :I: z o -00 ::D 3'-0" ;::;0 ~ . __--.--- ..' :z: 0 " 1 :II ,0 < ~ :Z"'" :> 1'-4" 1'-1" 1'-1" I ...... U5 f'1:::e: ~ ~ :- z -.:... ..I. .1... II, <5 -0 --0 r- ~ ~ ::D 1'1 1'1 0 1 z < ~, ..........~ I I ,C: o:t> r- ~ j j Ul n ""Tl to -0 l>V! ....,::D:> V! ~ 8" X::e ---i"& )> of'1 If"TlCJ .. "......... I l>......... :z: 0 f'1c::;1 .......... I'J Lf) :z G) fT1 rrl l/'l :::0 --I rr1 ' :z: SLAB :r: 0:> :E -0 -; -.' r- ::D"'" :E 0 ::D I I 1 I'l X 1'1 r- :> < ~ :> - ~ - :::0 ::::0 rrl.......... t/lOJ I. .1 N -< :> r- ) :z::Z: 1'l1'10 :>', . -I - . - . - . - . - tri~ I ~ /' , O~. ~ ...... 1 E:!T 1 I ON:Z: _ 0V! :>::D N I _ '- ^ Irrl rr1. eV1 ~O CO I 5::: --I 0 ::0 > :;:: ::0 l> o "-- V I L;~ / ::DV! -:> I X :JJ V1' . Ul 0--1 :z.- > ~ ~ ~" ~ ) ~ ~ < ~~ ~r- 1 ~ :E r- (""") " r- (""") "--..." _r- :> V!'" Z fT1 . f'1 I nZ I --I .. -I .. -I ',,-- I'l 0 0 I , ......... t--I ~ ~ -IX:z VlC2 > C> /' "'" C>... ' 0-0 V!::D 1 -0 ' " UJ rt /0'''' - I.......... ' :> ....,1'1 :> -U . :z " :z "i n :z: ::D r- n ::D II tv ~ C)Vl C)> .......... o ---= "'" ~) II ~O n~ rTlS::.::Enl:) V1::Er- rB- :---::::: ~ < '- / CD i-... "...., X~--Or- -1'1:> '" /'..- " m 6 ~ n 'I - - ~ ~z _0 "2~Z 0-0 ~, < o :::: U"1 I ~- I U"1 I "" fTl J:> 0 ="" 1> ::r:: :z ~ f"T1 CJ CJ 0:> ... 0 - ""'-, --l ::z: ~ :z rl fTlCXl fTl rrl CJ )> N '" ...~ ::: N "', rrl~ - 1> V1~Nn ::::00:::0 0.......... r;--;1 I " --.J 00 51/ II -J 00 .:r:: --l .......... co I ---I X )> f"T1 )> - -, - - - - - - - . - " ,,' 12 -- cl'1 01'1" _....,::o::D I. ., ::0 ". . C> :z ::::u Z CJN --I -f::o. , 0 C V1 ~ I o :::0 ,--- ~ :::0 LI1 :z --t < ^ V! I'll> :>I'l X -00 0 - m Ul' zzOn --~ I ---I o -i (Jll/l n-i---OO ---I-u ~ -< VJ o ::::c: l>:z:.... -<rr1 .......... ~ ... -I :z:V! I -0 -0 I I :z l> o::J: ~ XnC}'l -- rl f"T1 0 o 0 ::c -i ---10 ::::0 )> ::: _ > ...., 1'l:E V! ..,.1'1 I --i V!-O- CD -:EC V!:;:O :> 0:Z: l ~...., [ ---- V! 5::: m c;:::o:z: 0 -I-(/) n C) n f"T1 . . - )> -ooV!:z: -<""'1'1:> r- :r: J ..-- 0 X -0<-1 0 -O::J: ' '-- I'l :z 0-)> L rr1 ~ /- o ::Dor- CD :>CDO / I -ifTl,:::o ,)>.......... ::c " I'l r- n :z: "- 0<=0:> ;;><:...., ..~ I . . -.-.-,-.- :z: :z: ::D;;><: :> - ,-- / /.: I .......... 0 f"T1 :::0 ::z: V1 - // T - - - :E""TlC::D 001'1 )> - \ , 1-<:;/ --- :>0--< c:> 0 _._._._ .-. . V! r-::D :z:::Dr- 0 1'1 J I-I \ I L ~ I- r- ;:::; ,S::-i 00)>, t...........I L:- > ... -i V! 0 - 0 :z: I'T1 1'1 ""?\ CD , 0 W :D ...., :;:0 < -, <:;.;; ",0 ~ :::; \. _ _. _. _ ~. _ _ _. . _ _ ~ .:::; V! !21 )> - '" <' 5:::1'1 C ~ -I ~ r-'1 \ \ ~l :z --< UJ I-I \ . I- - 8" (""") - .-.-.- .-. l..!.J \ \ L!::~ -- ~ ~ , , . -. . - - - ""Tl *" -0 -0 0 V! -0 - -0 *,,::D *" CD (""") ---- _ ::D..,. < <0 C::D:Z: < LT1 1'1..,. 0 :;:0 On" -ooV! n OJ 5::: OJ :z: ,...,.., S::-i :z -O<-i _ 0 _ 0 .". I .......... , ,0 o-:r> r- N -< N --t -r"lfT1 _ ..........---1 :;00, ........ l> CD o )> V1 :Z::Z: --t fT1 I Z CD:::O rr1 -. 7" -I l> U1 :0 n rr1 rr1::E fT1 ,fT1 i_ -i_ 0---1 rr1 > I'l OJ ::D ::D I'l 0 C '" ::D 1'1:>....." .... '- -< n --< r- <: r- :z: :z: ::D l ;;><: -=< -0 ;;><: r- :> .,., <: 0- 0 -0 -0 I'l )> -:>n I Z """TlN co""c J>:::O -0 o:::c n 1'lC>-i :z r- ' 0 , ::E -. l> ::0 m..- J> fT1 ::::0 0 )>C}'I s::5::-i I -I ::::t)l> Vl ~ := . V! 0 I UN1FORML Y SPACED RUNGS (il ^ I'l ;=: :z :D -5::: V - 0 .... ~ ~ J I' -a" OC MAX:::;;! ~ 0 m *"*" 0 -0 :> o U1..t:>. ~ --0- Ul- -l> --I \ "@ Q) CJ -I _~ -1:-":::::: -I ---I fT1 )> ____ _ _ m -::-.::::: -< -O-bo_ o.l::..... -<--I ""U ....--- N N -bo -0 m .... .... -0 l> " L -0 -n :0 co -I (/)0 _0 ::c o 0 0 C- -0- ;;; /> V ...., -0 .- ~ I ~~ 1'1:> ~ o V! U1 ' /' ..,. 0...., - _ n ::Do r- :> I'T1 ...., - o r- (""") I' __;. c:Z: > 1'1 " ..' /' '" 0 --i .. -I,; 0 ..' '. \ m ~ .._~ . V1 I \ C> --::: I'l, I n~~~~ ;;;; z 1; . ':, _~ l- 11i I . .. // " --i,,"m>~ 1/ ,_ 0 1 .... _ --.J '\ m :D :D () :E Gl" :z: 1< . . . o 0 ^ Z Z ' N 0, 00 . - . - . -f - < < m m ,LT1 I . .' \" \- mmO 0 0- <:...... '.' h . '" U1 ~ 00 . N N ' ,:,., . 1 1 // VI g - ()~~:; --.J 00 . - I.. ", H :/1 6 ~ r-.~~_ .: I 1 >- 1 1 I' 0- r<'r ~ ~ ~c>c OJ - ~ ~~~~~ I N 1 1 8" 1 1'-1" 1 1'-1" i :::;~ -0 :;:; 1..0 ;0::0 rfl+ -0 -on... ... l1li m , ~ <Dr INN N _ *"...., 1 (+) r- r- 0 1 1 '0:> n -..II 1 I I ..t;....-.... U1 CD - )> Z I :> - --< o " ..w........ ....... ,..- c <:> ~ --I:Z: ---l "'- ." Bi I ......,... ,...." Q) OJ -0--1 I 00 mm -1- <:> c co ..t:>. U1 - \J n l> ::0 ; I ......... ,Ii N 06 rB- x --I --I I n ~ s:. 2: t'o-...!h: rr1::J: 'J :::0 ~ 0 I :::I: CJ ;;1 [l\r\iL X 0 ^ ...., ~ ~ ;;><: I 5::: G'> _ I~ -I C> '-' , - rrl -0 C 1'1 ;;><: V -0 X l>(} . 2_ )> :--: :z: 0 ? :z: 0 25 3'-"" a ;=: --I ::0 1) 1:::0 o ~ --II :> :E r- :> r- r- V! r- - V! a> 2' -a" I a" z ~A --i m :D Z os:: OJ~ V1J>, V1 )> ,- :::00 ---I> .......... :j rr1Z l>C 0--10 0 o J>- n:z: rr1)>O m Z ::0 s:: ^ --I n rr1 ::0 }> ):>c: m- ::O::J::::O l> r z5:: --12)>1""11_ .... () (j) n 0 ;=: 0 ::D r- ..".. ~ ---.J n G'> --0 :z rr1 (/) -I ~ U1 ffi ~ ,)>10 00 C)> l>---Il>-1 ~ U1 r :::om-lrTJ --i Z - V! .,., .. -< )> -10-0 ~ r ;-<6~ )- ~ m --<V! .. Z -< V!:> m :r::z: Z 00 .... ~ 0 !~ 1'-0" , ~ /'~ ~ 0 00 - - I / [!] Z Z ::D1'1 ' - '-J'-"- --.- Gl (j) 1'1 I I ' r- UJ ~ ~ ~ ~ ~ "f -;- ~~ - - -. - -. -. ~~. . -. - -, -. - /{ - -. ,- -. -, r' --i __..I I'l - '" '" I"" ' 1m -'..)> O. . - () )> _ :z: I ~ ~ I- 1 - ~ Z ~,-- >-, " - . - ' - . - . - . - 1m ----I 1/ "'- 0 . r<'r "" -, --::: I'T1 /'~ " · ( [!] \ [!] r- . ~ en b~ I ( '1 E; z . N 0 ZOOm Z ::D .GJ )> # rv N ):> --0 Z LN I I ,< o *" *" r-n 7' --l Ul LT1 :::.. .......... :r>r- CD )> m :::0- Z ~ 02 > CI'l GJ OJ :z: ::D m 0 ;;:: '-'" m Z --i N - :z n~ C;... ~~ UNIFORMLY SPACE~RUN~S (il , ^v-- a ~ 0 V! :z::> V! I' -0" OC MAX ..., 2m ,0 _ :En V! (""") n 1'10" --< _ _ n I'T1 ::DV! V!1'1 0 1---1 ):> r'l---l (/}:::o \J r-< r- U1 ....,:> o 1'1,,.. 1'1-:z:1> 0 ::::EO v, .:Z: 02 ." ., r- --10 ... n .-- ,m m GJ ~_ . _Ul 0:::0 :::0 1'1 0 )> 5::: V! 1'1 :> 1'l:E ....... - or-...., - ^ l> ~ ......., --I(f) -il>""""" ---I o ....,:r:"'" :z: _n ..,., :S::m mr>1 GJ 2- .". l>m::oo -1--1 ~ Xr- ~ m-< -~ U1 ' ::0 ~ 5::: I'l V! :> I'l ", :> . n I ex n~ n ' ~' n 1'1- 5:::-0 . 1'1 --< 1 I 0 0 0 n -00 l> :::0 __ rrI --< :E - 0 :z: - 0 I 1. .\ 1 V! 0:> :z -V! :> :z: >- V! ::D V!_ r- 1-<; .. ~ U1 "'''' ~ 'I ~', '"., J ,?;: f"T1 ~:z: I 1\" A ,/ \'. .,~ --! ~ 0 n:> a I . ,\> ' '''1 " I'l ,...,.., I'l:z: :E ,I '~I'.:r: ::::0 · . I n :Z:" I- I.. CD:r: I ' 1 C> 1'10 :> 1 _ ---1:::0 ::::0 -., %;V! I'l ~ ~ 1..0; I. SEE NOTE 2 ^v ..I. 8" ~ 1'1...., --< . () , U1 :Z:o 0 '" '" l.k 1 ! '" -I UJUJ V!~ V1):> co CJ _ C ..t:>. ::0 c...., 1'1 . . -0 CD 1 ;-n r- -0...., 0 0 -00 '-- -0)> '1 C) C) 0-1 8: (""") On ::D ::D...., I -I ::O::J: --0 m .::e: --10 (/)rA- ---I J;>m ~ C c: U1, n VI U) -0---1 -r'1 l> 0 --l --I -0 0 ;\J ---10 :z: 0 I'T1 0 0 V! V! V! ::D -0 _ m --I -.......... -I o CX>::::o :::0 -0-0 - C II 1--1 (} 00 (/} So ~ :z: ::z: ;:; . a :r: Z o :z: V! --< ' ~ _ ::::0 n oms::..:::.. ~ C ' ::Z:X-I n 0 -o:z:" -- ...., V! LT1 "', /"'- C c: ::;J>rr1 - I \ ::D ::D :z:5::: m m G)OCDCJ l>IrTl- o OJ 000:> ~ 1'l1'1~::D~X ::: is =, ~ Wz" 4" 2!jz" 11/71/4" r- ... ~~........-=-=- V! (TYP) ~ ~ 0--0 6 ~ ~.-.-.--=-/ . -/-.---,-,-,-q.-. ~ (""")-1 /~ :> ' -- ' ~ .~ I'l C> b '~ _ N _ :z / I ~' , I \ '" -- )> /<> :> N I LN- ---I co N ( , .,., 00 b' C -f::o._ I ~ , ' '\>':;:::::: -0-0 Z Ul V! ^ ::: ~::o o () , ~ ~, . )> Ul _ _ r0 f"-.J <XI \/ X --I rr1 _r f'1 V LNm x --I..t:>. GI N :::':Z '" _ \;f,\\01 'All3 \i'MOI --./ ~. ~ ;;; 00"" ~ )1H31:J All::! X 0:::: ~ fT1 ." n ::0 --oJ - OS :6 WV II 83.:l 96 ~ ~ ': ~ _~ 00 :r> ~ :D ~- _ Q311:i CD ~ o m 3:Z: <: > I tll I () I 0 .. m 1 ,,1 Gl I :I: . ----- ---- ---- -------~--- -------. ------- - - -------------- - ---- -," ---------------- ------- - ----- - q*'13474'conl-3'1347429.dgn DATE PLOTTED : 09-FEB-1998 CADD D'-Rl )> CD 0 0 m -n G) :I: ~ . . <J> U'l -I>- <-oJ l'J - . . . . . . Z 0 n~~N~O~o~~~n>~>~nooo~ -l OX~O~~~~~-XOI~ZZO~~~ rrl , ZO~Z ~~>~~ZI~O~Z-~> VI 1- :D ~~O~O~~~~C~~ m -~O>~ m _~< _~ >~~~~~n~Z~~~~ < o ~~~~~~-~ >~~~~O~~- 3AItJO CO ~~O_m~X-n~~n>-~~1 ~n (5 ~~. ~n>_o O~~<O~ Om ~~ z~z~zno~o~~< ~ozn Z O~ _m~~~o~~~_'m~IZ~O (J) zoz--z -. n~ >>VI z _~ 0 ~Z. ~_ro ~~z~o~ Zrrl . ro 0 ~. 'rrln>~ ~~~ nr ~~ oomxOn>~~c 0 -0 _~~I.. nZn~~xn~1 On C~~_~~O ~~O~O>~~ ro 0 ABURDEEN CT ~> ZZzrrlO . >~~~_C,_>VI z~ n~_I~~~I~o~n-rOzI , ('))> -l_ O-ZOOO ' '0 ~ ZVI> >-1>- >0 <Z0 VI~ > onrrlro ~, nco ,Z 12 ~m. ~~ ~~~o>o m~or "" . :E Om ~ ~~ ~O~~O ~~Zn I~ N 0 ~ ~ ~ ~ ~z<m~O~C~ro 0>< 0 (/)::0 :II Z <:) ~. ~ l/') :::a ;E. ~ 0 - ~ z ~ U'l l> fT1 Z I Jl )> o~ x :::a-fT1 ~nno~< 4 -I>- - mO _0 -~fT1fT1~fT1fT1II:::a_~_- o co ~ ~ro U'l0 nz~~ooU'l> >~~oz ::u . 0)> Z Xl> ~< ~ C zon~oz > l>:::a -fT1 -U'll>ZZoU'l~~~fT1~ l> Z 0 1:::0 ~:::a ~~z~~4Im<OOfT1_n 0 )> 1_ l>o,fT1xl>a_:::a n_O rrl n fT1 U'ln Oml n l>~. 0 'tl z> VI>< . -~VI ~'-l~-lz o~ 'tl :D 00 0~ >~_~VI:E ~VlOOVl. 0 []]> 0 ~fT1 ~ -_ro)> ~Ol> U'l z~ z IfT1~U'lfT1~l>~l>m. Z < ro z- O~:EnZrrl ~zc~n-ln m I\) 0 mo ~~ ~l>l>~U'l. ~_O~~-~~ :::a ~~_ cn,z:::a~ n ~ :E 'nVl ~ o-o-Vl:E )> l>~ xl/') ron)>I Zn~U'l<n~- om-I o~ ro, > 'tl -- - ~mo )> -0 Iml> ~ ::ezz::e ::u ::u ~- ~ 'tl 00 ~~ 0 z~, VlZ~. o-l~~ GJ , -t --< -- 0 ~ :II Z ~VlO' ~OO -0 >'" << VI~ rrl ~ 0 U'lU'l nz ~O~Z fT1-0fT1rool>~ ::c: UJ::o;:o- ~> ~-l -l < fT1 o~ fT10::o ro O-t_~~Z~fT1 Cl0V1 -l > , m ~~ Z -c~fT1. _~fT1 U'lOO ~ ~~~ rrl :E'" > 0 l>0 <~ O-<CJ . -t -< on >< z ~;:o ~~ ~_no~ fT1z ~m _ -l0 ~ 0 )> , I Z fT1 -t Ul, ;o.~. Z Vl 0 ~-> ~ 0 ~l> _l> -tOO~l> ~ ~ ~~~z - - ---,---~---,-- ----- "---._---'" ...---.----.- - ------------- ------.- ----- ---------- O:'13474~conj-3'1347430.dgn DATE PLOTTED = 03-0CT-1997 CADD DI-RI )> OJ (") 0 m " G> I Z r. _',I o ' 1 ",' , V1 ::::1 I o --- I I CO ::::0 I I I ~ r- 0 II l>-l:>- ""'.... U> ::E I" 00: 000 I J ;:0<: ... ::E I. I N "" ~ 0 1 ., j 0 x 0 I oX CZ " :z: , :0 :z: 0 ' .... - m .... r 1 " 000 < 000 0 I, :::o~ --05 :;:0::: m II ~ o ""'::tl 1 " G'> Z ~ II f"T1 (f)"., 1 " , , , I: : ..L 110+00 I , " -i ,,' +" 1 o .. I 11 re ~ 'I " '. I 25 ~ I, ; It ::e :>> " , j ..: " 1 o I I 1 :0 ' ' )> , ' I' , I :!: ~. I: I , Vl Z 'I 'I 0 1 I I I I j 0 I .. rf'4 ... )> : ' I' , 1 '"0 I 11 jl , , I' , I o I I II < ' , ---... T I\) ~ - - ~ : ..L 120+00 : : '." .. )> " , I, ~, 1 -0 ' j , I 1 ~ I I " ' .. d".. -0 ' , ' ' , , 1 I , I' ...,", ..,... :0 " ~ 'I' I , () ~, I < ,,' " "(J1 I I, U1 I I I m .... I I 0 1[ ..J:::>. OJr- o "c::> I" ~ no I I "t/l I. -<- J I I r-)> fTl)> ~- GJ o ' , ': z o:z: I :Z:", 'Q::5 )> ~' ' , I" -i U1~'" 1 1 ~~ I J> rri I I I[ S8 0 0:::0 -> I I ' ~ ____ .,-"\--' ' 0' ~ Zo ',,'V ' ,,, I" -0 1 ' (, ", _, , I-..J --1 ~:: Ln I J::: I, V11 c> ";: l/l '. ' , ,: T 'I n::I: :;0 I ". - '" ' , ' :>>-i I, J>:=;;: , 0 ~. ., I I om I '-< .': :z " ' , , 1 <-;;::' fTl U1 1 ,I t/l 'co' ~ \ J> -0 J I .. 0 - : t \ - I , \)0 II _ - - ..;<., " ,....,,'........., , I'" :;0' :>> I ,. -f :r ",' . 1 J U1 (J'l ...... ", , " , :z :>> , , + ,/ I W :0 ..w',..", \ " " \ i I -i ~ ' , :z: I~ ,......,;,...." ,. m ~" -;, ~: I I . ----' I, 0 '-"'" < ;", '. ------, --l ." W \ \. I , Ion , , "'10 '" I ,0 J _ I I C>, ~I""'-. I.J1 ..,.'-".:?'., o -'. ' rT1 :z I '--" ;- ...." . . ..'.;...<...... Z ", \ -., , , 0 n ' , :z: --- ' .~ ' , . i CIJ \', \ "., , 1 "':;0', 1 .~. ._- .-'" '-'~ -', " F' I c:.::-yi \ s:; 10+00 : '~r.':," _8r'!,' -11"".,';.' ;~ :,: II:' J"'" ~: 'I, -0 ',' . , . "r- d..". '". , :>> I'," , CD 'I 101 , , '. ' ., ...... ::r: J> ""..--", ' I ,. :' : ~ ' ::::liE ;0 1 I ~ , ' ': , . 1 -<:;0', ........ I " : l ' ., ' -;:;:; I, :z: J \_." . - - - ~ - :- ---I :::t) I I --I 1 ~ ,,'~ ': ~~ ", I ,; I - <: ';", ,0 I"........ ::r:<- ",:;0-01 '" :;0 Z .:.:., ........",.;: I 1'1 ,. :::iE):> -0 -0 ~ ~} 1 I ~ I Z n -< nom:::o .;.~::....:.... rrl _ 'i', , ' 1 ' t:;') -l "" " :;0:>> 1 ,..' , ''''''' "'-i )> \. \ \ I;: J I 1 VI fTl :::0 .....v..~,.. r- ." ',. \ ",. I ~ 'I 11...r.:.. 1----4 ---10 :::;:Ol>-< ~:':-' l> "U %.:.' '". \ I ~ i"'0 I I I I :;:; ,0 ~..--. 0 CJ I~' ~ :n :~.,:~ ~. . \.Tl .. -,. ,~ )>C-(} .,F ~ 0 .~ '" " I ~ _ I J J :~ :::0 .......... ;0 CJ l> 0' ..." <' :>> , I' - , ,0 :;0 0 0 n :z: .,..' , "",'" m .; .':' ,_ ':: C I I'..) I J "::E <:) Z Ul rr1 n o ;:" _, GJ _:::: J> Vi 2:::0 "y~" "" 1 ' ::E' 0 = - ,,/ ""''''/', -i", 1 ,.~ \ -:: ::::0 I I I I I'..J:Z /' ::; ---I ?;; d'!; "<. ~ I'l I I 1 n + CiI ../ \,-i'" I u ," {" 0 I' .- " '0 :0""0 t....,.! \ f-.. '- - - _ _ .11 C> ~ ../ . ;' ~. n I r---- 00 VI'-"'-:, o '< .~. :::0 r l~! 11 rJ :1 I % < , 0 30' ' CO < " m .... .'_ V1 I I 1 ) ~ ' "'. o f......,~.:.:~. '. en J 1 .,.:r: l> 00 I 1 / I ~.,.,\ Y..'-...:\. --- I' I {':::E C ::: . I I }' .... . " > ,. . ~ Z ' t-<' -< GI (/) . I (' '1 ' .' . o . '.\ .. ".' 1 .:~_.:..:' --;e I .~ . ., ~ ' ~"._' ./:::. GI rr"1 0 I ,~~ ,J T" ','_.__._.,'_~,,",._' ~ . I . )> '''. ',. ~ ~. \ I en:::o --I {, -I "'_~' ft'"': ':: ':. I --lrJ -- I ,;. m ", , -4 " " ,.. """ ~ ~ :z: I ' I ' ,.. _.,,> V"' '. --,.,"'" -'--" I .' , ~ \' ,::; n '" SUNSET:' ! ' o -;,. ',' ' 0:;0 C? 1 STREET" , ' ..1-; 1"/5+0.' 0 tf\ ~ _" I Z 0 ... . I ' .... -0 \ \ :z: - t:i n -I- : ' I '. ",' ~ . ..~ \ \\ -----.--\:-:,-i : :^;~; ~~ ~ / \ : ,'" ''';r- . .. ...... ..' ....:!. r ..., .....,-,-~ ..... /?!g r _~ '" " 45, . 1 " " I , ", ..,,".' ".." :z::z: i ~I ~u~~:\m-r--- - -: ),u.-fuJ _m.J~u_uLJL---mu:: .. '...: 1-1 ~---i: \, \ " 'nZI " : 1'125+00 ::r:' T; , " H \ \ \ ~ J--- mL::uu:r--r1---:::_-:~ : ' '1 '-'- ,< _." . <i:.. 1 1 " ~ -' /IV ' :. ---4fT1 .. .''-6 ~t~ 1 ; i ~ I i ~ : i :~ . "5"" 00 ~: i I ~T=-=- '" V1 ,'" - I ., " + I " , n _ ~ ::I: ,",\ I : ~ - I. ~ ' I" -, 1 I ~ z :=;;: ".,'" ", I'''' I ,,,.,,, ",..J.. ' i ", ,u.___.._" I ;: (~~ '""_ i" i i i ! i IT:' i: I ! i L__: )> 0 W , .' "t:J , ; I" 0 I ' ',' r ~ , '" /" 1 ~ . - ~ ~ ~ m 'U' ..-' . - . n :::0 ;. ~. o (f) 0 C ",/ .' ,n , ., 0 ' .. 0 n 1" o :z: ,,/'" i' 0, ;:z:1 ::E 0 " Z ----I ,'" , ,:z:, ,n :z: (j) -, U1 .{I'''''"' ',,' I ~ n ~ ;: --- n C)> ........ ,..' ,'- , 'I I - " r .". ../#' 1 ~ ~ ~ --l Z -l ,'- :z' t/l", '....' , , )>,/ '::E 1 ,..,' Z .!>'~ G1 N :r: --l r ,," 'LN ' ::E (f) m U'l ." ,I -< - -l ,/..." 15+00 ,.... ' - Z -< ./' ~ '. <- '" . I ~ ~ I 52 t---I "'. " I . ~ -J- ::e G) /'/ ,1 ", _ :z: ,,_' .. , V1 Z 0 -l " , " I , -i :>>::r: "'" mo. I' I ~ -. CO :z :::lIE: gJ II"T1 , .', V1 1 ! 0 0 -< _ Z :::0 -' 0 " c:: z,^ 00 ,.;: '. :z t/l- P (f) VI ~,; 1 ' 0 -i ........ t/l, ,~" ; :>> n )> C 1"1 0' ,~ .. -i'" :0 ('"") I ,j "2 I'. n -:z: o r -l ' ;" - , 0 O-i I I -. ::z: ZfT1 =< ----I ........ , x 1 n -:;0 ~ m -, 0 ' , - :z:.- O )> " LN " ~ z: I '~I : v,- -I . ': 'V' ~ :z: c Z I ,': ~ " [T1 :0 I (. ~ ~ !" -i " I ..; I l I i wi: ! I :1 )> I I ~ ~ Z I I ~ ~ I o ~ " ~ : : 1; ~ \Xl ~ ' , .. 1 1 : I l) : : ~ ~ I ~ m I :t> ;: ;!: ';" ~c:: ., I ' ~ .' 1 I~ ~ t ' - --l UJ':;O ; ~ 8' ' ;t :; ; - ]' --- ..... , -4i 1 1 " 1 n ' {i:/.' I ~::o ~ ' f .:. ",_y<-' ::En , ,0. I , '",. r ---4 1 ;:r.~ ~ ~ i. ,.;' , -< r .::.L - ~ :- _ _ _ . _ _ - -' '- 1~:\!i: o '--":z: ' ''''W ~ : i ~ '" I ~ ! : ','"\.,.,,,, rrl :::::e: 1 I ... :. '.>.;.. ;><:;J> ' " I ~ " __(1 I 1 ~ ... :z __ I I ~ -i-i I ,; I 130 0 r-" - Sti-- I I ~ N ..,. :;0 , 'l I (J1 I I ;. ..... V1 , I ~ r-r1 :. ~ ' , .' -.j I m I I :: U1 :- :;0 , ,,- "I U1 r I (X) ~ ~.. C) , ~ l ~, I I{/) l V1 I 0 ~ 0 ~ ~z " -- -- -- --ill; , I ,.. ~ 1 -r- ,-",' ~ '~" ' , ~ ",' , 1 , - i 8' ; , n ~ ~ I>' - ~ I V1 " .: 'z; I I <7>~: ~, o ' .-,t/l ! 1 'I" fT1l>:: - V1-i :Z:'-' i 1 " ::c:::o " nm ~ U1, ",:>> ; ",-i 'I 0" ~::;:: ; =< -~' " -< , J.. " , ",',,',' ,,"', N n ' { -0 f ~- '-;: -:! -!<.;-. V1 .- U> ~ i I l>~ ~; 000 J: ., "" ~ 0 .! I oX CZ , : :z rO e; ..... ~ ~ ..... 000 0 ,. :;o~ m "'" :z ::tl ',' ~ ~ ! 1 1 I (J1 I 8 I I z (f) , o 0 CD 1 )> .- _ r l>~ ' LN m 000 I t.N ~ _ "" ~ ~ \1'II-\OI'Al\~ V'A\Ol _ C) .... ox 0 I \l\l'l'~' '11:1 N II :z I TlO.:! .~ ^- ..... (J1 ..s:.. - ' o 000 I _ ~ ~ I OS :6,HV II tF,_13136 :0 ~ ii' ~ Q=~1':I o m :< )> ro 0 0 m ~ G) I .- ---- -~.. .-.--- ----- ~-- ----- -~----- QS'13474'eonl-3'134743Iadgn DATE PLOTTED I 06-FEB-1998 CAPD D' -R I)> I III I 0 · I I 0 .. m I . · 1 Q 1 < . .~~0. _ _ _ cO> ,., - '3 - . ~ ",e",1 ~~>o~~ ~ ej =~~ - < / o>~~o> > - >o~ _ _ ~~~=~ x '" ~~~ !!1 -:/ co f"'T1 ~ :t> fT1 _ CD --0 r> ;:00;:: o ~~ z~~ ~ >r> ~~~ Z -o-xc c ~>~ -~~ . >[""; ~>~~~r ~ .~~ r~~ II f'Tl'cD :1>, "f'Tl" 'l:I>n \ , . co;;:::<-< -i -oc-- :,<, f'Tl :1>. :I> J> :::0 · , Z " ?/-,'0" n Z -i -i "U f'Tl · , - - 0'<;(-:-, -i 0 -i f'Tl, Z -< z n j'>),>, Ul f'Tl 0 J> n " G") J> I '<,,:,:' a:lV1f'Tl:::O n ~ ./"v -i .y ,/ J> ~ . ;;::: f'Tl /.- I ~ n:l>f'Tl:l>J>o =e "j' " 0 I _ -- · r ~ Z ~ - _C-, ,. ~ z _ '9' " , -i 0 f'Tl a:l 0 ,', ' :::::: V1 I ,,'l{d, - :::OJ>-i " o 0 r==~- ~ . ,. :Il)> -Gi!ic'c ~ r~>~>R ~ \ /" ,~ ~-'i'd'~ z........' no."T'1 /I -< ~'>y'"o'>p \ ~ , '$,'ii!'1o',o 0 '-' J> ;;::: c ""' N- - "U ~~ ,~o"o' "-...~ '0-'" ' ~ z ". ij" IT1 V1 J> Ul "T'1 f'Tl · -0 $> o~ · J.-' '-, '" "''' " /'~' "",u 1I1 -l Vl -lrTl-Z"r- - n ~t>""P - '''''~'' .'''' n f'TlO':::O "U:I> ~,H - ",-..' ,-:>;-' J> l> ~ :::0' ;;::: f'Tl V1 f'Tl' '(."~c -.. " ' )> '.0''- · a:l - =e J> f'Tl ~ ~ , 'tl ".)( "" ;;::::::0 f'Tl........ ~ J>~;;:::-i:l> 0 -f :' 'tl ?<< ~ :1>- r- .f'TlJ>f'Tl", c:::O 0" :Il ';' -f"U ~ . ~-<...,..,........, ----" ........ O >,' - -~ v ~ ~~, ~ .'. V1 , ~ "'~ _ f'Tl -0 Ul Z f'Tl < ~ ~> ("") ~ =>~= - ~ , ~ '" m 0 _-0 f'Tl :::Of'Tl, f'Tl 0 ~ ./'-r) o oj> LNC/) f'Tl-0 f'Tl /' Z z . - I a:l ;;:::Ul f'Tln n 0 )> ~ f'Tl :l>Cna:lJ> 0 :::0 !/ -f 'tl LJ' - 0 _a:lO:::O:::O- 0 f'Tl 'tl 0 0 ZV1;;:::-f'Tl :I> V1 . - -~~~~ ~ ~ - o /' Z Z-:I>- C f'Tl I < V G') G')---ieJ I --I (,/').,t/l POp m C-fV1, f'Tl f'Tl 0f'Tl .O~"' ~ o ~ / CO-lf'T'l-i-< ::0 n:::OfT'l .CopO '> l>fT100 ---i ":> of; no Zn -0 _ -ot/l ~t>":>t>10 ;;;;"I:: --If'T'l r- 0 -\:) 'Co">t> _ ~ ~"" '('/ ~60~;f 5i z~:oJ '0- ~ · ~ ,,~N r~=r~ - "~ m " .' ~,i"':; co ' U'l :I> J> N a:l " ~" " ,'~ . Nf'"," , c.... --0 :::0 n , f'Tl - :.... ...... <, ,j ,g.~~' _ 0 '" G") -f . c::> n ' ~ .... . '> l<1~ ~ ~ -" - q ~OOI'~? "'''' 1/2 1'-0' Yi"" ~ f'TlZ ' ' V1f'Tlx Z ~ ~ " 0 ~ ~x_~~ ~:> -IPE 00 "IN < Z, f'Tl nn~~- <.I> O~ ~ :l>c:l>Z ~ -f:::O ~<;;:::Zf'Tl J'T1 f'Tl:l> .." :I> , ~ < :I> ~-f0~-< J'T1 -f'Tl a:l 0l'Tlf'Tl, n . :::0 0 z. ' c:::l " ~ ~ n ~ " " "IN fOR PIPE 14" AND LESS IN OIA <z: -f - . ~ =" " " "IN fOR PIPE 11' AND LARGER o I 0 z.... CJ) N - Z . . 0 _ VI VI-VI -f f'Tl f'TlZ:I> ~ 6" MIN (T1 f'T'l V1 :z: .. -i0 ~ o ~'=GF=:I> lTYP) / ' ~C') G")f'T1r-z. )> :> n:l>O '-'" N - Z -~ . ~ ~ _~ . .' 0 ~> =~~ ..,,_~ -f f'TlC J>0f'Tl Z ~ -o~ ~~o- zz~ ~ ~ ~z ~~~ o nz:I>...... :I>:I>:::OZ 00J> :I> n "" ~:I> < i- ----'N---. f..--.- __ _'_ _ ;;:::x - zc x <[! z~ ,,:::0 VI > , ~O~ ~ Vl . ------------ ~-~~ N' Z - 0_ -~~ . , ~ --r n r<1 ~-- o~~ ~ ~z r~~ 'tl _ 0:::0 :I> ~ ;;:::czF= C)O::!: c f'Tl~ ':I>n . , ~ z~~ r ("") >~~ ~- ~ -- . 1(; . _ ~ n ~ ~ -t ~ r = ~ ~ Z N Z ~ < ~ - > -. ~ ~ ~ - ~ ~ - - -- m VI :> ........ ;:0- :I> f'Tl_ :::0 \ zn o zor _ -NO~ <<~ ~ ~> 'i\ 0 ~ r ";' ~ ~ I' ~,,~ C'~" '" - INITIAL BACKfilL ;0 )> [\ o_a:l /I 0-- =E. ~ (SEE NOTE 3) ,,,> 0 'tl ~ :::0 f'Tl~f'Tl _ 3'-0" MIN 2'-011 1 :1>..,,0. -, ,~. Z It - ~z - l> ~ ~ ~r ~~ ~ #'/<- ~ :Il ;g :::_z .; LN I VARIES ~ ~~0U'l ~~~ c; ~'-,-<: ~~ < :I> ,VI:I> . , .. _ :I> . ' c.... ~ "U ~ -i m -0 _ '-"" ,'" C 0:1>:1> :I> ~ ~ ' .,,, , o . ~ 0 g _ '- z = r ~ X ~ ~ ""/~Yk -' _ " ~80 nn~r ~-> " ;j ,.,., o ' c. i'l --l!<->----- ,-- --- -------- "';fx= -1"" ~ - ~,.,.\ ~~~~.......' )10 0 on;::. "'- ~ -f-< z-onfT'l o~o - ~ t>,o,,:>l>'l;:j ,'" -4..... . ~ :I> "U - "pH m o.D -f :I> Z 6 0 31 .. :I> < f'Tl co VI n f'Tl ' 0 ~( co ~Vln IT1 ,.. n:l>_ - ~" _Vlf'Tl V'l n-f-f-f ~N~ 0 -f 'f I~ 0)>)>000 Ul~=e U'l n -l ::: ~-f8~ f'Tl:::o c ~ ;;0 >unrn 0-- ,> l> ~o_ ~ ~o~ '" Z ~ -4'tl'tlm)>CJ) n-t C)......... "U :I> f'Tl V' n ~ f'Tl rnno<, ..>~ - ~ - - I;oo~~ x~ '" ~ ~ oO::O:<z ~'-f . -0 U'l - V'l ~ /' <<~zrn . _~ '" ~"!<,, ~""> ~ ~ Z mm 0 O-f 0 - ~ --t 0f'Tl c ~Z :::0 0 00 Z:I> _ ---.- .--- --- 1-.-.-.-.- ,~ 0;:: I ;;::: 0 ~ 0 -i . Z C/) :I> n ;;::: :1>:1> Ul ''', 'j f'Tl '" ~G"> 0 _ LN I cDX.:I> Oz:I> ;;::: V1 " ,,~ ~. > N 0-> - ~oz ~ ,c~ - A - .. ~ ~..., C> ..., E5 ~ N ~ ~ ;;::: -< f'Tl B'i 0 -f VI..." <.I> ~' ,"'?: .,.r ~ i < <Z z ~ ... ~ .. 0 ~ - '3 ~ ~ :oJ 0 ~ 1 ,~, ~ . ~~~ - ~;; ~> ,,~~ ~ ~~" ,",,' ~ ~ ~ ~ O. :I> "U - -0 V1 ..~"o 0 n :l>f'Tl~ < , 0 --0 '0 I, , , "zz~e; e;~p ~ z ~~ .:1, '" ~ .." f'Tl' -<<.1>:1> -ff'TlVl VI f'Tln , Z ~ - o";;i~ ~ . N 00;; ->~" 0 n ~ ...<'''c~~ " . _ ~ ~~~> "'_~ _ ~_ ~ ~ r ~,' ;;: / <.I> -f ~. I C "" ~ ~ . 0 n Z f'Tl ~ .:.:. ~' ~ _ f'Tl :I> n Z <..0:1>:1> 0 J> 6" "U -f X . ~ ~ ;:0 VI ~ ~ :'" Z Z z::1 -0 ~ a:l _I' -011 , . c ,~" ~ ",<,~z :;ZF' ~~ "IN ~ r ~ "IN ' ,)'rf{'<:' f'Tl - ;;::: ~:I> VI - ~''''<e;e,~ ~ < rrio_.. "U~ Z ~ ' 'g'.' f'Tl "" X :I> f'Tl :::0 ~ 1k d';~'f' a:l :::0 ~ cD -f .." V1 ~ :I> __ ~ >rocz ~o < o a:l .:::0 - - f'Tl . -f'Tlf'Tl Z -f I 0 " ~ -< =eV'l f'Tl I -~ -0 , . -io :; ~ en ~ ~_. f'Tl U1 - _ _...... < d z " _ ~ 0 0 > - m ,~ ' 31 -- Z ~ - ~ ~ VI ,~ 7<~, ~~ ~8 (j) '~~ ' "~ ' -i "~~~'$.2S? C )> I"'?.~. "' ~ -L ~ , ~ Z _ ~ "" N - Z ' -4 I' . . 0 CA m -f;;::::I>"T'1;;:::n;;::: ;;::1 a:l""'VI _ o>~~>> > >o~ z -< ," -f-fO-f:::O x <[! n:::of'Tl ro -" =~~~~~ - ~ ~ 0 S' -0' , , - I ::; :: ~ <;!:: ~ ~ CAREfULLY PlACED BACKf III ;: ~;Ji .... Jl: 0 -~~' o-i'o ~':i:~.r-~ -f (SEE NOTE 2) ':::~ . _ ~>. ~ ~ z~ Z Z ' =e nZ f'Tl""U f'Tl -- Q ~~ ~o ~~r z zn _ ,^ r~' .~ VI_f'Tl:l> n ~J> > CV1 ~~ a:lVlf'Tl:l>f'Tln ~ ~:-."> -f ~..'. :I>~''- f'Tl ' - . ~~ -x n>~' ~o ~ 0 o _ ~_ ~- ~rn ~ - ',- z ;!; . -<z . V1 ""',-f:l>Oa:l 0 ~" ~ <.I> ~ --l ~v; "O~ - z~> ~ ' m ~ 1-' - r-CCCDO ("""')::I: ~ )> . " ~~> o~ _ 0A8'M" /" ::-; _ C :::0 nnf'Tl..." " -< "p",0'7, :D Z ' ~ z....... ;g ;;:::c,,",Oa:l_ -0 I>",~o,o ~~ 0::" m < ' 0 '-' f'Tl :I> VI .." ;;::: :::0, "U - $> 0 ~,. . " _ f'Tl : < IT1 -ff'Tl-"U-. - n P,~ _ ..,,___.__--1, .___, ,...'- ",._' ,_' ~ /A ~ .~ -l ~ f'TlO.:I>VI "U :I> '>p ,< ~ r c" -, -, ~ rn- ~ h' - :0-.'-': > (j) ~ ~ c ~ r.' -- ,- - --,----' -- - ---- . 00 > l> ~ "l!~ej~~ 0 ., - z 8 ~........ I'T'1 'f'Tl:l>O-fF= c :ti ;;0;/ z r- ~ .:::0-< oz, -f f'Tl VI Q v f'Tl- V1 Z _ - =Z~oo - I , ~ > ("") ~ ~~~~~~ '2 Ar> 1 ~ z .- -~ .r / z o -, = -c > ~ 0 n 0 ~ ~ I f'Tl :::a:l':::Oz _ :::0 , ~ ~ -f . > N" z~>~~ '" a 'i ~ Z ,... ~ _-f-<f'Tl. ~ ,'" ...., . Z _ f'Tl :::0 -< f'Tl V1 ""-, - ~ ~ ~-f:::O -f J.. <.1>-0 "'-, \ ~ =,,~~'" ~ :oJ ~'" + '" ~ m :l>f'Tl-fJ> < -f nf'Tl, ' ' ' z nooz- "U - '0 ..." ""' 0 ' -"a:l ' ' " "T'1oo:-';:;:f'Tl C Oz - f'Tl' "''' ' _OUlN co Vl no :=:::o~.~. N ~~ "/7/7 .........~"~ _ ~n v;gl'!ilg" g" ~",oo~ ~ ~~~ _ _ x ~ .~:I> - 0 :I> ~ I' 011 ~~ ~ _>~ "'v; ~ ~z ~- - - - ' ~~ ~~~zx ~~ ~~~O ~ ~ ' C> xc_ :::000 VI MIN ::lEa f'Tln;;:::nn ~f'Tl -o;;:::=e c .." n:l>:I> f'Tl :l>VI 0 :::0 C) ~<o;;:::); ~ .f'Tl-f:::O f'Tl ;0- _:I>f'Tl:l> :::0"" mO f'Tl-fZ-f--t f'Tlf'Tlf'Tl -0 f'Tl::IE Of'TlVl-f~ ~ xzo - ;><::> 0-f'Tl~ f'Tl nn "U ---i~ 0 ~~~ m -"-' -<. < . z- . ~:I> =E:I> -f-f -f--f f'Tl-<' f'Tl-f ;0- 0 ~ fI) n l'Tl- ,,0 ~=e 0:> ~_ _ __.m~__--- .. _, _ m U -:'J~~ -~1:1- ._m__'-~ ~ >~>o s~z '"'~ f'Tl <.I>-ZC :::o;=;g Z-O ;0 OO-f f'Tl-f -f'Tl ~f'Tl f'Tl ;;:::_ Zn _ >. ~ ~ ~ 0 ' ~- c 0 ZZ "T'1 ZV1;;:::oo -f ~ 00- n:l>"Uf'Tl V1 J>n ~;;::::I>O 6" f'Tl n:l> f'Tlno ;;::: ""-f I ~::1z BEDDING -Z ~(3 .. f'Tl0~ .Z gz;;::: SEE NOTE 3 ~ ,VI , -f'TlJ> C" "..(,;), ~ :I> -f >>:.r. - - - - - - - . ;;::: 0 ' >'),;- f'Tlnf'Tl :::;0:>' , ~~, V ,J>.LN N _ Z ~~~ ;1 I ~,~0;0)~,~ . . .. 0 - I" - "II -I z" z)> I ./ _ l<1",~~~~n ~ ~ v: ~- , " ' Q f'Tl o~ -0 ~ 0 :I> 0 V'l -f I ~", r""1>----t~.. l> .~. , , ~ < n , ' f'Tl "U -i -f . "c. . '. /J: ".. /" '-" _ _ r- ;:0 1> -< -< r- ';.," ;: I /x. .,", = ~ 0 ~ - _ ~ ~ ~ > " ""-,~ ~ ~~_=z>~ ~ ~ ~ -,,' y '=' n f'Tlf'Tl ,_ - ~ "I.:0.,!:-- o - = 0 ~ 0 ~ 0 , ,e. en 0 - _ ,,~ n ~ ::IE Z Z ' ~ ,~"y.,' = ~ ~ Z - ..." 0 f'Tl_ /7// //VY07 c> " . na:lo;:: -f:l> -f ' " :l>f'Tl~-oO~Z -< ,',"," ,.-:::,.:7 / ' o ~o >c 0 ~ - " -' ...., _ (30 V'l n -i J> f'TI V1 ' "'~ N -f -0-if'Tl Ul " . - :I> :::i ZZ-f'Tl:::o;;:::o ~ yl' .,' ' _ ~ V1 G"), ~ _ -,~ ~ II" " -' :!:: . ,.'. ~a:l~' -' .. . ~ ~ ~~_ ~_ 0 ' -, - - z n O~Z-fO;;:::V1 ~ '0:1> ~ / r. ~ . Z 0 f'Tl:::Of'Tl OO,c-< c~Z "'., o -0 Z-f _;;:::~ V1 -f:l>O"" , IT1 -f 0 ~:I> Z a:l =e <D f'Tlc 0 ~ . ' . VI -l 0 f'Tl,f'Tl-f~00 U1 :::Oz;;::: C ;<:,' ' n l> ~ "0 _-". 0 ~ n -Z Z ,-' :I> -nO' <.I> :::0 a:l 0 L ~; 7 I........ -J =:t><~:IU) Vl p-,:;:C ~ l> 0 ~~: ~ __ ~ ,~--I('T'1,.....l>U1 I U> ~ ~> r- ---i 0 ,V".:", c::> ~ I ' .. ~ l'Tl :::0 v , C --0 U'l - ~ ~ , ,''>:-'' r,.. -. ~ Z -o....,.,--t::z:"""'_ C)Q _2 ~ ~ VJ ~:-:^,.lfl - 0 n 0 __ n . Z 0 ::z: .,,\.<:/: _ ("") ~ Z_.-f~;;:::f'Tl ;;::: ~ () ., i/ _ C/) _ 0 Z, ~- ?;::: -' ~ .~ ' " LN I Z " - - -0 ^,,, ., _ <.I> :::0 "" V1 J> ;;::: cD co cD:I> 0' , :I> f'Tl Vol -f <.I>OO:l>ZcU'l U'l Cl n ::>', · ' <.I> X O-rO C) I' "F"''''::~'' " ";0 ~ ; - - . ~,,- , ' 00 V1 . ^ V'l 0 I"~' '. ' . f'Tl < J> n f'Tl=e~' Z ','.' 0:1> _ _ -f VI 0 A5i Z ~ =e =e Cz '0;;::: " . I,' , . , ' C-f -< s:: VI :::0 -, .' 0-- (3;;::: -o:::o_~ cD<D' f'Tl noO ,:,',',::' <::::00 Z a:l :l>VI-ff'Tl C) Ul 0 0 0V'l0 f'Tl f'TlZ _ ~ _ e> ~ ,,=" ;:1 "" '" S 'ii P ~ ~",: '" "I )0 · VI _ f'Tl ~ ~ :::0 J> -< ~, - e- . 0 >~ ~ ~ ~ n 00" ", ~ r Z :I> Z V1 "VI ;;::: -f "U f'Tl ,'V ^' . ~ - · f'Tl LN- -f N-f-f .. - f'Tl f'Tl,0 ~ '-> Z :I> OZ;;::: 0 0 Z 0:1> 0 '(;, / '" N " 0 0 f'Tl -i n- I /,,~ 0 C <.I>f'TlOVl :::0 :::0 Ul a:lf'TlZ ,'~ Z >_ r "'~o ~ -~ ~O~ ,.;",.. ~ , cD_ Cl 0 ' Z . . ror ~ ~ 0 , 'M'- o 0 ~ . " ~ - , ~ > ~_ _ " Z > ", ' m ~- e -~ ~ ~ ~' " ~-~' -rn ~ rn ",' - ,"". \: VMOI 'AlIJVMOI r *I"' V "", _ VoI.....:I> "" _ \]\1')11 'll.... :::0 n V1. '" ~ - - - - - - - -I 'y;':z:.'>~::.::-: ~ _ > ~ "0" ." 0 ~o~o"'~" z O~~~ c ",,,,,,,, "I _ _ I S '6 WI II OJJ 86 s " ~ ~ ,.. " :(.0 f'Tl :::on- '~ ~" o f'Tl-iZVI I v " -'-'" ~ ;;:::--- - ' _ =_ 03 11.:1 <;!~I"" >'i ~ _ <'> _ -f ;;::: I _ ~ 3 Z V1 I ,.)> T III I 0, I' o. m I ' " __ "1l I G> I , X' ___. -------- --------- - ----- .------ --------.. - -~- . ----- ql'13474'conl-3'1347432~dgn DATE PLOTTED I 06-FEB-199B CADD D I -R' > 1 CD I 0 I 0 "l .. m I " 1 G> i I , ! . :D m < . - (j) (5 Z '(j) ~l"'1 Ul Vol U1 Ul ~ l.I'l U1 l/) U') U1 V1 ~ -+:a- EX>;::: , ::e::e ::e::e::e::e::e::e ~ - ~ Z VI <-N N N ~ N VJ u" Vol ...t::a. ...t::a. ~ l> COI-t - -"" CD <->> -"" V'l ---J 0 - )> ~ l"'10_ -c:: ;:or-Z oIIIIIIIl:; l"'1G"> A~ - Z o VI ::e ~ ~ ~ ::e ~ ~ -"" -"" -"" -"" -"" -"" -"" -"" -"" -"" ---J ---J )> ~ Z I - - - OZ ~ o I I I I I I I I I I I I -::::c 0 :c ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ )>~ AJ 0 )> l"'1 l"'1 I -u Z I -u O. ... ---< rT1 :D AJ n U1.... ~ )> ~ ;:;:; ~ .... ~~ ---< U1 o m Z"l:lZ 0 ("") I 0 VlVIl"'1Z::e ::eVlVll"'1 ZVlVlZ ZVlVlZ VlVIZZ ::eVll"'1Z Z::eVll"'1 Z::eVlZ ::eVll"'1Z ZVlVll"'1 ZVlVlZ Z~,^VlZ ~VlI'Tl --t:;:;l"'1 Z __ ::e ::e ::e::e1'Tl1'Tl ::e::el"'1l"'1 ::el"'1I'Tl::e 1'Tl::e I'Tl ::e I'Tl ::e I'Tl ::e::e1'Tl1'Tl ::e~v'l'Tl ~1'Tl )>...;:;n ~ )> ---<~ ~rT1 -u 0 Z "l:l 0 3l Z G"> C ~ VI VI Z I m NN-N CONCON OONCON NCONCO NCONOO CONCON N-N- -CO-OO -(.N--OO (",.N<..NLN fT1 ["T1 fTl rr1 o -oocoooooooc.ooocn .,z::...NCO~ :::::N:::::N :::::N :::::N~OI.2~a: ~ ::::~ ::::: ~ ::::.,::::..:::: ::::;- ::::- -N-O co ::::00:::: OOlJ.,lOOQO :::: <-NLN<.N rr1'=' a :::: :::: :::: :::: :::: :::: :::::::: :::::::: :::::::: :::: :::: :::: ::::....,:;.....:::: :::: :::::::: :::::::::::: :::: :::: :::::::: :::: ::::::::::::::::f'T1:::::::::::: --- · X l"'1X"l:lX "l:lXl"'1X - - "l:l I'Tl "l:l l"'1"l:l l"'1 "l:l 1'Tl1'Tl"l:ll"'1X"l:ll"'1 Z)> _. r'Tl1"'T'1f'T"1rT'1fTl-ofT1fT1 1"'T1<-N""'OrT1 Xv.I;:OLN :::Ov.lXLNX;:OXfT1 rT'1::Of'T1X fTl::Qrr1X ;:ol"'TlxrT'1 fTl\Jrrlf"T1 rT'1;:ofT1m XX:::OXVl f'T'1::OX 0 ' ~ --Oxxxxx;:oxx xc:n:::Ox V'lO')Qcn acnU1cn~56~~ XOXUl XOXl/"I O><l/)X ><::::0><>< ><O'><X U1UlOVl-t XOU'l ---I'::: rT"t -...... :::OV"lVlUlU'lUlOUlVl U1 ::::OVl....... ::::-0 :::: -0 ::::....... ::::... "'-t Vl-oVl-t Vl""'OVl---l ""'OU'l--tUl VlOUlVl Ul\JUlVl -t--t-o-t Vl-o-t mz ._. m O--l---t-1-t-t""'O-t-t-t -O-t * * ...... -t*-t -t*--t *-1 -t-l-o-t-t-t*-t-t * -t -0 fTl* fTl ('T'1 m fT'lfT1 fT1 * f'...) X X X x Xx x z~ VI VI VI VI l/l VI VI I, _ !:::> 1/ -t -t --t -t --I -t --t <T\i<T\i<T\i<T\i0"'l ~~~O"l encn~cn cnO"'l~cn cnO"'lO"l(T) cncncncn encn<:ncn cncn<:ncn cncnO'"\cn <:nO"lO"lcn enO'"\cnO"l O"lO"lcnCT"'cn O""lcncn ~!ffl ~ NUN N u.a u.a (,...J..::a. en en cn en <:T'l <:n en en cn en cn en en en O"'l en cn O"l O"l cn cn O"'l O"l en -...I -.I -...I......... -.. -.. -.I -.I --..I -.I -.I -.I co 00 00 co 00 00 00 00 Z 3:::: UlU'1l".JOOU'l ~OOOOv..l NNNN UN-N (....JU':::'LN ':::'U1.,l:lrr.U1 -.It-D-.lc...D ooc...DOO<..Q N-N- -.100........00 OOf..S)OO~ C)-OaN N-- < o . . . . . . . . . . . . . . . . . . . . . . . . . .. . .-, . . . . . . . . . . . . . . . . . . . . . . . . < N~..::a..UNOO~cnU"l N--- ~U<..QLN -.ll".JNNNO-NN 000.:::.-...1 ~NNLN NcnU-.l c...D..::a..oocn CON-.lLN .:::.cn':::'(...o..IV'l -t-DV:> fJ"IrT'1 OcnUOONONOOcn a~.:::.':::' ':::'-.lU1U'l U1t-DUlV:>cn ~U'1 000':::' -OOOOLN U'lUlUO"l ,J::..QNOO NQUlN U'l-.lQV:>~ -.lC)~ I _ I='! ~ 1+ 1+ 1+ 1+ 1+ 1+ J+ J+ 1+ 1+ r+ J+ 1+ 1+ J+ 1+ J+ 1+ 1+ 1+ J+ 1+ J+ 1+ 1+ 1+ 1+ 1+ J+ 1+ 1+ 1+ 1+ 1+ 1+ 1+ 1+ 1+ 1+ 1+ 1+ 1+ 1+ 1+ , ~~ - I.. :D a> m I < '" (i go NNN - I I J o ~ '**'** '** Z I fT1 U'lm-.l ~ 00 x -0-0-0 / _ - -3:;: , --- / l/l "T'l)> "l:l"l:l"l:l --t Oz l"'1l"'1l"'1 "l:l -OVlO - . O~ -t<--tl ~ - -- * --to -,,"-,,"en ^"l:l -<l"'1AJAJ t " . , , ....1 _, NOOcn fTl -c:::OfT1- _ _ - ~ >, - y Z l"'1 . . . .If J - --t Z /' . . - . , ' VI --' Z G"> "S. "S. "S. ' ' "l:l n G"> ' , " -, , ' . J ',. -,' , . _ ' . IT1 ,,. 1 - ::I: ></. " _ , '. ", , l"'1 l"'1 Z)> --t--t "l:ll"'1 '-.'<.' ,.' - ",-.' ' ", -, ' ' o ;-> ;- 6 --t ~, 00 I' l"'10 VI --f ~: ' ' . ,', ,'- , ' ',~' ' - ,', ' " -' '_,', ' :DC'> --t Z /' _ C'>-<._' ,.,' _ ,,' > a; l>-\J fT1~n J'T1 0 Vl <:nt.D --t ... 1__ :1> - zZAJ X)>C:: VI --t VI oen -< 1 1 ~ , "1J = ~ - ~ l/l........ 0 0 -z--t.. l"'1 ! 6 .. '" 0 1 , l"'1 ___ ~""..t: = 6 Z n ' ~ "T'l-< VI::I: N ::e "S."S. ;;: N · 1 .. ("") 6 = 6 = " )> 0 )>c::- --t0l"'1 Z.- U'Ien ---J Z l> --- '-..'" " . = 6 = , 'Z co--t~ z'x ~ Z 0, 1 , 1 0 Z<< = 6 - ;.-... " )>' ~ Z ~36 G">~Vi '/':. · ," '**iI~ ZI--f "".' .c'j. -- 6 = 6 il rT1 01'Tl--t --t VI U1 . U'Ien IT1 rT1 '-.. ,. . . . - < Z --f O"l:l '0G"> , ("") '- 1 :O:O"l:l --- ("") X/ . ~' l!l l"'1 ___ l"'1~g '::;::IE ~ --f ~ l"'1l"'1l"'1 rT1 rT1~' ,." (<' I . :::l"'1)> C'> )> _ N. en I, ~, o VI;oAJ OVl' Z 0 ~ ~ ~ ~ t:;t; en 0 "1J " "I . )> ) :z --t -< Z 1'Tl' '.. Oz ~ )> 1 ::;:oe I. . " . --f,.. , -U -::IE C'>::e ~ xo-' "S. ' . ~ .. G">')> l"'1AJZ % I --t :::0 :/ , I ~ l" --f VI'':;:; ':;:;_0 ,%/ . l>:f 00 8 ,'<, ,', d 1 .C l!l 0 0 Pl;o )> Z z O"l:l " 0J l..N I 'l en <->> Z U1 ~ . 0, " _ ,. _ ::;;;:--t VI;;:VI ::;~ ,---- "- I N t,N~"l:l . '** '** q a;: --f rT1 ~. I . ~ ~ ~ I ~ ~~~ ~i~ 5~;' - · -\ N ~~ ~ '! VlO l :' ~ ~~ ~ -s"S. 0 ~ ~' 6:'.. i 0 6 )> -l;)' - VI --t I'Tl 0' IT1 '- - - g, Z 0 --t z;:::;;:: 1 VI - N rT1:::o ~' q " .' , ' ..' " G.. moo U'l --t"l:l o,~ 0 v V, _ . !:!~. I. ~ co . ~ b - _ . ,. '.J" 6 = L N ,"l:l l"'1l"'1 ~ ~Z ".~ h --f ~", --I -c, 0 :::0 ".I r-;x> I r , ~ .........- "'J <;J '<::J 0)>>000 ___ ZG">c::::eO %-'~<\ y . ~ :o';l -p I' l> ~' u ~ _ I 6 = ~ ~ > "tl "tl ::I: :D m --t~ G"> --t )> "l:l ~ / / l"'1 Z AJ 1 ___" .. "" -l-u-um)>oo :z l"'1 0,0 //~ L--t ," I' ~ ^ 6 ~ 6 = ~ m ~ ~ ~ ~ Q en ~ Pl ~ _ r- ~ / /1/ .. l"'1 0 I, . r. I "" < < m Z ~ " I'Tl Vll"'1 Z 0 G"> X -P') '. . , . . '. . _,' . , _,' , l!l,'~P 0 ~l> ~~Pl :-::Plo ;00 W Vi - -,1A.,- <<: -', . .'/' ,'_', j', '., -, ' " -' ", ' ,"1 _ 0 "'CI )> ~ c:: ~ --t - V 2" --t- v' - - "" _ -' . , ' .. C"ll>E: :z AJl"'1- ,o--t ::; ::;: ::I:~ .', , '.""j . ""., , -: , '-< . . Z ,-<r- - - __" ,_ €' "J_I:'" '" ~ ::J: CD 0 l"'1l"'1 ~ G"> ("') X ",' " ", ' . ., -. ' ' - . ' r ' .. 0-........ O-"l:l --t! ;;><:~ I I -,' _ ' .... ~-<Z~~ '-' --i("""')::::O:1> :Z'" _' _ '_-_, J ~::o::o"" I --t)> Oz- VI Z 1'Tl:O "l:lOCD~n::e ' " ' _ - '_ ,. rT1 o--t "l:lOZ l"'1 l:;:; Vll"'1 ,"T'l1'Tl-0)> , .,' ~ ~ ;;:l"'1 0 l"'1 VI )>"T'lZ,--t . II U1 0 VlAJl"'1 --t -,'::IE C'>no-ol"'1 ' \Ii 0 l"'1l"'1X Z I )> l"'10AJ~ ;0 "'-' IF "T'lCO OVlVi 0 1'1 ,O,I'TlSC-Vl' / ~ -< -I -t r-' :::lIooO-t .. ~ oo--t l"'1 )>--t -0 ~ l> * <=;::o-z ;c:ro(...o.lZ\J U'l Z . --I rn - -0 -I .:;. ::I: ,G"> _::I:_ o l"'1 .... Q I U'I VI"l:lAJ----< r- -1....1\... ..:::.. OVl-t-< fT1 . V1 I:::: c: -<"""'0 . --- I --t ./ ...., ';l ,~l/lOVl"T'l 0 ... 1 ("') _ >:c::z. fT1- C I....... I fT1 z> (Tl' ~ I . I -c ::I:"l:l0 'l"'1 I ' --t _' " o-~o I <::> at l:;:;~G">~8 --t I ; )AJ - ~)>Z coou-n . I Z 0"T'l ,AJ ~ I I -,V'l ~ -I ." f'T1 ... I -cl>.,l:lrr. m -I on-l t' I <-I ... ~ 0 AJ~l"'1 J / q I I nl"'1x' > ~ V'l ' , /\ AJl..N I r-:x>o ::! I 1 -, . o . 1 Z ~ . r- 1'. 1 ~ ~ ~ (J) I _ ,. i \ :"~ I 00 -I ,/ ~ ~~ co. \ ? )>, <!' ...: " G.. \ 'I \ .... ~ ~ N . I I \ > Z ~~ ~ ' I \ I I \ Z r ~~ ~ ' .' 1 \ -l I'- " \ 00 m I', :\ 'I \ Z i\. '\ \ m -< - c...D I 1,. , Z ~ " o'Us., 1 \ \ G> 0 '''T'l''T'l "T'l;o"T'l, I I I I' \ Z- A --AJ 0 ....... m v r=' Z~l>:::: I t I 1 \ \ m 0 ,," 0 / - ~ , I ". \ :D '::IE VI"T'll"'1 I \ \ - Z \><1 r- ~r- I . I \ Z n_ ~ C::SlO I I 1\ 1 ' \ P> C/) ~ ffl ' G"> VI , , \1 \ \ > C C'> AJ::I:, I t \ :D / 0 ~::eo I I ,\ \ \ ~ r I ' '1 "T'l ~ _, 1'Tl...... , ' '\ ' \ - ----I I I J I \ \ ,~ -, . I I . " " " I ' j'" ,'--'" " \ -0' ~ )> - I I ~'-- 'i 1 I ' \ ,\ ~ - jj Z ': ~'-., : ; : \ \ \ -0 !" ----I ' I ~ I ' '\ l..N -" ' \ \ \ 0 "U Vol N -z 1 Vl V'13: 1,::: ..- C/) .., 0 I, ....... 1T1::I: VI 0 I I \' \ > --- rT1 I., \' \ Z (,1'1::0 ZO r-('T'1 (./') I :z: Z<-I r- \ Z 10--t--tc::~" I '"l:l 0 01 l"'1 --fl> '~\ \ \ 1;) ~ -< .......)> G"> 0 I I AJ ---< --t -.. I' \ '\' \ ... N:=:: ::0-1 oS. I I 0 ("T1 f'T1 100--4 J \ \ > ~ nl"'1 )>'" I .--' \, Z 0l"'1....... Z I,"l:l _ ~ Z I ~ I \ \ \ o Z "l:l, 01T1 VI U1 I l..N 0 1 \ CO-tl>,X n Z., \ !: O~O--t)>VI)>rT1 f........ q I'Tl q I \ \ \ lit > ::IE"S. AJ (TI a:l --t ,("") ~ ". \ Z G');o)> l"'1 l>" \ \ > ;;:)>)>Zl..N .. --f _ I I \ \ \ Q <.A)>z,oS! --- -"",.. I \ \ \ .m (,.Jr.I ::z. 0 <:)... '-""I \ \ m <:> ~O ::;: ~ Z - , , ~ \ \ '- Z \Jr-:::I: (T1~ "'" \ -l -<rT1 ,**"l:l x l"'1 I ' '** \' \ n -,,";ol/l~ OJ ' l::e \ \ \ _ :::&:<-10-1-- I n \ r-- I -< '** I l"'1 " -"" \ \ \ --I __ v.a..,p.. u X 1 I <....H \ \ Z::I:.OOl..N Nt,N VI . \ . \ -::IE" ....... l"'1. , N --t " \ \ \ ;:0..." - J , ~ t --I r- "'"T'1 0" LN 1 I , \ \ r--< Z> OO;^ 0 I, \ \ o O--t :::O::IE~ · I ~ \' . \ :EO ---< Z- '\ \ ....,., -I C Vl> I I \ \ n ::::co Z--t"'1J 'I \, ::0- fT1"'1J -;:o('T'1 I' \ , .......0 <:) "T'll"'1 ' . \ l"'1::IE C::VI O)>~ oe " \ \ \ ~)> :::Oi: ~ ~~ I ~ '_-,," \ ' \ _<# fT1- 0 ~ q I I ZN , \ , .- >----- Z-, or- VI "T'l0 "l:l ' r-~ +-' C'> · \ .........--1 . >- r-""- ::0 _ I ~;ox ' \ \ ~-< :::0 0 ~f1"1 <:> --- - .- -- - .......-.._ ___"u__~ t --of. __rrlU'l _ _.._____ _______~ \ ' CD~" ....... ;:g ~co \J '........ I I [,;~ -,--- .--y .---"\ ---"-~-- ----". U" ,,-,- O::I:O ~ "- ~' , l"'1 \ ' ",0 CD O--t 0 I'., 1 I I ,AJIT1 \ \ \ --t ::::E 0 fT1 r- ~ :::: .. " , n fTI , \ )> f'Tl-lO ........ n ~ \ g --t ,. ~ ~ ,.... y j.... ',' , I I l"'1 ~ \ \ \ -> f'T1 I \., J :z: -t ~ , {J') - f1"1 l> I , . ,......... . -t \ \ \ -P'1 r- :z:z I I , I.......... I ::0 LN \ ~ \ ::E <::7 I . J - c> \ \ ...., I ' I- -I - - -"'-,- - - T -I C'> . \ \ \ ;0 ------.!. ........N' ...., I 1 \ ' \ , I ..... '-..., 1 \ \ \ - I I I ,-,... \ \ I I 1 I ............ \ \ \ I .. ~ \ I I 1 1 " \ \ \ t I 1 I ........ \ \ I (' I'" \ \ \ , I I" \ \ >- ,'\ < , I' ' " \ \ \ "T'l 1 I.. , _. " -"" , ' ,'. \ \ \ , ~ I I I ........,. ,\ r- !) , J::: ..... \ \ \ n - 1 ........ \ \ <:) . . z . \ Z ~ ---<'. " \ \ \ n '0 .-/......~' ~ .. ';l ,I '-.... \ \, \\ n. .. \ l"'1 I ' .....' \ "l:l ,\ \ \ :c: --t............ \ \ - 0 ' .... \ \ \ ;q VlV'l -,,", ;0 ". \. \ / l"'1 l"'1-,," N .... \ \ / j , l"'1.. ~ . \ ""'\\ 7-- r- x ~ .........., ' "- .. ......... )> ZLH '# .......... \ ............. Z 00 Z,. . . \ \ ..... - fT"1 -I :::: --t n ......... \ \ '- \ <:) f'T1 f'T1 ..p.. ......... \ C r-::O v.I ......... \ ~ / (.I") N> ~ --t l"'1 .... C'> l'T1"l:l \ / ' <:> ::::c ~ \. Z l> 0 \.......... Z ,;0 ... \ '.... \ L fT'l I-\. ' ~ ("') , '. \ ---< , ,,~-- -. o , ,......... /" '- , z /', ,.,...... \.... " o /" ~""""".' ,.." / '. , ': --1 \.. co ~ t":' " G.. r- .... ---.. N , , VI . 0--0 ~ , ..... -- " '" "- - I'V- VlCO . l"'1 ' -- . 1'Tl"S. '. )> l..N- --t 6 ~ ~ "T'l ---< '** )> c:: l"'1-,," Z ..::. - r- (....I <.J.J ::J: , I 0 - , Z (J) Vl m o ~ V'l- _ I'V N \fMOI'AlI:l \ffhOI "T'l ;::; m I'Tl J.ltl3l:J ),118 ~ ("AI ~)> en - ;;: ;; N ~ VI I S :6 WV II 83J SG I'Tl , Z )> o A. CD 8 ---J_ -l..N Q311:J''( ~ 0>- :D 0- 111 3 Z - < ", ' , , ' > I CD I 0 I 0 .. m I " ,I'. "G> I I ----"--- ~- ----- -~ .-,-------._---- ----- -- ---~-------- --.------.-- --- ---- --------~- ------~- -- --------------- ---oo------- Q.'.13474'...CONl-3"'-.1347433.DGN DATE PLOTTED I 03-0CT-lgg7 ~ J> I ill I n I 0 fTl I ." I Q I I CAOD oJ-R] - z o :JJ fTl < N - Z --- ........ .. a ~ 0U'l O(J) ~ ~O o :TIm...,.,m I" \' nn...t::a.t.n H OU)U)llDrr10f"Tl Z om fTl If) 0::0:::00 --I" :::O............fTlCZx::Ox fJ) -0 I .. :ZO C3': --1m.. ...........Nrrl--lO.......... --I :z -0 en -0 0 m rr1 fTl C <.n r rrI -0 D -0 fT1 :r D --I r (J) z.. --0::0 -0 --I fTl Z n::o --II n rnn D --I --I rmr'-'U1CJ DC) fTlD --I 0-1 iDD DiD C:Ztf) 2~ ~2 :=: fTl \2~ -t02nC)C) -t fTl, '0 '---" c.no n:z ...........nU1C) (DO Z --I :r:i aD Z""TlC)fTl nrn ::0 ....D C) om 2--1""'20:::0,- --I fT1D (S) f :z :TItf> ..........om::ODON - ~ 0 2 '"" (J) n n' 3 l fTl , (J) 0 ::0 no,"" - (J), (J) -t ~I " C):::IJ --I I-< C 0 I -----~i :z --I rrl fTl D :r: C) :z .......... o ZD fTlZ --oZD rrI I .......... ~--1 0-0 Z :::u ::E: :00 -on(.f) r . \ \ D C) fTlrrl::E:-O.......... J> ,~ -(J) o:::o<./'J m ~ "":" 2 :z: _ ::O::O:Z:(J) J>(J) 0: 02 2 ::OfTl 0 . '-Y' 0 . "-' J> fTl-(J) 0 ~ C)--l DC) -t 3:::0 , ~ -t~:::o -" D . . . . DO DD J> C) 0 :z: 0 , \ " " " I I -t 2 :::0 0 il ili:::O i.5;::; ,,' , " ',', , \" 7 ~ ~ fTl :l . .m . . ...,p..wN --Z :IJ fTl 2 ' " "', (J) . .. . 0 'I o -, _ I ~ ~ N N < . -t' V' /- , '- (J)~3::::O(J) fTl -...J -"" .. nn '"" 3: 3: -- -3:J>J> ~(J) " N :;j ~ I I I m:ZDmrTl In .... .A D. D D D'" ... ......-fTlc..no 2m .......... _ I I I rrl--lZOrrl .. 0 (Ql ZD --I Z Z' "'fTl c- --l 2 .......... __ ~ I' rrlIC --I D -,-, __ rJtf) fTl :r:. :r:: AoSl --I::OC C) .......... DO) - , " . '-- enC)o..........en (:):z 0 N :Den:o 0 0 - - CS) 1Ilc..n :::0-" c..n -u Z" _ -LJ '- -0:::0.::0-0 03:.......... I rrl -0 . r :80--1 0:::0 I -u ~, rn D rrl rn fTl W D D --i OJ::O m fTl..- -- ::0 c: .......... c: D :IJ ' J nr 3:n m C2 ~23: rn (:) 3:3: 3:D..........Z --l3: C) o _ .......... nrn.......... .. rT1 I 0 c..n :::E::1>.......... DO::OO fTl:O < J ~ ~ 'l'lOZ'l ~.,,",--l -,-, --I D XZ XfllfTl D fT1 ...........<--l- .......... "'IV'fTl1 I-< fTl r ____ I-< 0::0 0 0, nOrrlLnn ~,:::o ~:lJI) 2 -U 'I 3:1 I-< fTl " ,,' J>O:::O J> ,,~ Q') C) (J) I C--t2 , --~ --;:::0 J>-t ,--- fTl. 3:2c)c) , o -, '1" L ,~" I '----. ~ -t2~ C:::O / ~ ~fTl (J) ~ " ", OJ>OCJC) (J) 2 - ~ / '/' /' \)~': ~ - ~ ~ - - - - -- - - - -\ -- - r - ~I 1,1' ~ ilia ~ 8 ili ~ I 'g' I J . fTl CJ ~ / 2 , , I '.' CJ --;" '"" 2 " 'I II '" ' ,/ 1\ ,'.,' I z -- Z I \ I 1 " f11 0 D n n 0 O? ~ 0 " . ',- /. ~ o 1Tl-t -"" r;:i . I \ \ " r" 1Tl-t :::0:::0, fTl:::O:::O "~ , " , , ' / 00:::0 / \ \ " , ,-,.,' ~ '2fTl <Sl<SlJ>' :::- . , ..,..... n I I , 1'1' ,,' ..,..... J> n --;--;'"" .. I" .. '" ~ ,\ ~ I I(f)fTlrT1D 1_' 1---1 D rT1 I I 1-- I .......... I ~ ..........rT1:lJ. r I r 2 ~ I r- " - , I ~ <><;> , r (J) 3:n fTl , ~I;S; / J DO I.......... I I :::0 r m Z--lO J ~ I Z I :::E: fTl.......... 3: :../ .......... r....... fTl I t I ,~I fTl-<OO D ~ n J> 3: \ :::0 " l.o- I' -I I n ::0 2 ~ -t "", (f) ::0 \ J~ ' ,,..., (J):::O m 'V~ I (...1 :::u W 8 D \ I I I W..." 3: rr13: rrl ::0 0 ~ rrl W I rn Z ~ \ I I I I WID DDn .......... "'"'0.......... "> .\ < tv ::Oi.5 ' /, '--- ' ",,2,--<--; J> "~J> << / ........ -; " / _ ,- ____ I ." ::c If) r r (fl ....- r (II'" I - 0 . CD -< .. " . _ fTl. ',' , _ , _ _ _ _ _ _ _ _ .J L _ _ _ _ _ - - - - - - - - L - , fTl I I ~ o . , (/.. - _ _ ' ,r r' ~ , ' / - fTl on "- j; I '.',.. ,,0..&,"" c' , '/ ~ - ~ /. ~ r;:; 3; ~ 55 ~ I '0 '- ,_.I- fTl ::0 --l --l I "'. \~U 3: CJ - m -0 --l " OJ (-..(-"__ _ ':'r D. -,-, 2 - :::IJ C) ._~. ,. m "; '--~ ',-- 1-\" J _' 2 r C) rT1 3: .......... , . 8 ?',. ,.,....,',.n(-,;.""1'.-'1~:. 1'rJI' 61 6 ~ ~ fjJ~(f) ". ',' " ':--.,-'. - .......... - - -... ,_ ' - '{J I Z (J) r " '~ J> 3: :Z:" _,_~,-::_",::,- -4-- fTl r:::E: D--lD ,'....... , ZD o " ,00, ',' ' ~ D ro j I 0 Z < '-fC-', -=: J 0 'fJ Z -0 N (f).-.-:E D .:::... ~ :z --l n:u .. 1-- 1 I o (\ " ~ :::IJ A --I ...... D Z CD....... fTl m C fT1 ~ - r 0 :0 ? - _'" .) .'_< D--I fT1 _ fT1 "--I 0 . D :::IJ (f).......... I ..........r D ~ \,--'0\ \'--.. c, om n.. IJ.p.(S) rn .. 3:: 0 -0 :r::zn . 0') om 0: ' 'c,<:",:-;;.,0C'> ,:::0 J>":::O" 0" (J) fTl ,,:::0 ~", 8' I lJ . 2',6' MIN z (.-' ,-,~_.J:Y'---~l_Cr-'- fTln If) 0 -0 r::u -0.......... fT1 0 ODD _ 3: -D(J)--I 1\ ";--'. '. ,_,:_'_ ,'~ ' ~ _or). I~ fT1 --I -0 __ --:::0 D""""'" fTl Z rrl D ::3: C) :z ::IJ c..n ~ D CSl:r: C) .. :u " '. "\'-;--:-:--C'c' ~C_-" --IIJ rrl 3:.3: 0 --IV) z- :z: D -,-, . nen -.0'""'0 D - - ", ......". fTl-----l -0 2 D- 0 rrl If) -0 CJ .......... - rn Z::e:: 3: '\. ~ '< " . mo 2 T1 D:I: ::0 Z:Z QD 'lZU) fTl :D '>'''-'?,\',j'.,:::o r - X --I:::IJ:::o 0 r -U " ,,<~- / " , D 2 -- -- -- 0 rT1 C1 ., G1 <.J) C) rn -U ,. . If) --l c) Z -0 D::O _ 0- (..f) nn fTl :lJ:::on :0 T1 C) fTl DD ::E: 0--1 J). 0 ~ - 0 (j)D r -:E: Z:z: rn n-----l- < ~/'" ~:o ~fT1 JTl nn :::0 IDO rrl 3: :::0:::0:::0 D--lZ o . fTl fT1 :::0 rr1 2- --l --I - CJ fTl fTl -t J> --< OJ OJ :JJ o < fTl o - o J> -< fTl ODJ>noo D-O-UI::orn ~-Ul)rnD(J) rn:::u:on:e:- OO^ZQ <<rr1 Z (TlrrlD rn 00 0 o ^C'>C'>C'> U1 S \' c- :I> c- 6 "T\C>-n III _0_ i:" zoz z ~ ^(J')^ no 2!: -0 (f)--I !;; Dr :I> <: IO -< ..L; . 2I> --I n 0-0 n ........ .p. nlf) rn :a:: ~ ~ ::O(J) :::0 , 2(J) fTlO 2 (J)O -nn .- m -0 _ fT1 F --I OJ :::IJ Z :::on 2m C) II-< --lor ;: N fTl C) fTl 0 --; --; -U --; 0:::0 =---- --< 2 J> =---- z (:) :::0 --ll-< rT1-----l rr1 ::lErTl -on(..f) v: T1 DO :::o:r: (f) :zn --:::IJt.n _ .......... --IZ .......... .. --I m oorn 2 rn 20 --1- --I CO 2:::00 Cl 0 C)" Ic) m Q')-U~ I OJ> ~2 a (j) -:::00 Q') ::0. 0 -I m3: . , " ~ (f)(J r ~ / J>J>(J) fTln " -3: J> / -3: Z(f)r 'Yo , D:I: r T1D ......... I\D o -t J> ~" -< J> 0 C) 2 C) 0 2 2 ~ ~ /. """ .:. / ~~ j ~ I _ ,'S~ ~ ~ ~ (j).......... ~ r () 2m :ZfTl I2n Cc J 3:(J) ~ C1 -I , C) .:::... _-,-,r D / :::E:::J: / :a::: (J) N C)OJ> ;S; 2-t ZJ> ::c / 2J> . 2:::O(J)' ~ IO 0, 0 0, ~ n(J) 0 -t, C -t, Z ~ fTl 0 CJ ,m c.n ,c.n -< CJ 2 OJ> ,-/~: ITl 3: fTlfTl (J) ~ . (J) fTl ITl -t , J> . I --'- I :JJ -t m nn ' -t 2 . 0 0 Z ::0 0 C) , ..,..... I ,,",,' , '"" ~ :D n 22 / -'" C) x 2':Z: ........ ~ fT1 nn I en t---I r - - o I. -U :::0:::0 , 0 - r fTl 0 c.... n(J) ~ r c: ~~, 0 -~ m D C:z: 5555 --= --= .r :::0 mm I .......... << 0 3: :Z-O (j) n \ J> \ ., 'If'-... n -t fTl n 2 fTl n ,,..., (J) / \ ,,..., --; --; -I fTl CJ o -t w "', [T1 , W "', 0 fTl .....' j; D w' ~, , WI ~ :::0 CJ _ __ ~ c tv :::0 ',_ '" \ ' (]'I 0 B5 --; -' ~ S Z N 3: 0 750 "-<; \: " =(j ~ ~ I D. I --l -- / -< rn 2 I I If) Ill::C I fT1'- --< 0 ~ 0 c, , ........ r .. I r Z m . ~ 0', - ... - --- ~ - - ?5 If) ::c ~' m " ~" _ ",' " ", '-" ....' '" I---t . Z n (,".<<,'" ,.' "," ~\'.., .. /' 'l ~ ~ ~ / ~// -...J C) " ,-" ,,'-" , , ' ' , '- , . ...." - / , _ 0 I (J) ::r:', z. -t -I [) r:i Z ~ ~ (J) ~ .. .. 1 ~ (j) 0lJ 0; .", ~ ~ ~ ( , ~ Z C ' C) fTl ~ 0 ' / Q ':::0 r r ' - I m rn ~ , 3: 3: Q') " , ~ --, ::0 - (J) n D ;::: D..~ D --I rn ./ " ? I :z 3: -<::IE:: -:::: Z :z: i.5 ,,0" (J) m -ofTl" " " rn If) r r -0.......... rrl --:::IJ n -t fTl m J> fTl2 m J> .. --t Z- Z C (j) '"" --; (J) -U 0 --= :JJ Sj ~ --; J>I :::0 fTl fTl C):::o 0, . ~ -U fTlC) " ~ ..., D:::O - 0 '1J (J) (J) J> , rom J> fTl Z Z ~ Z 2 Q ill . D Z o 3: J> Z J> Q fTl m Z - -< ~~ ~~ VAR1ES C) >EO " n nn ~~ ~D fTlO e3: fTl,"" 2 .D me (J)-U AJ> 0 ~ J>2 :CJ> --l ::0 CJ rrl n 1--0 n rrl --I .......... 0 --I :z:- rrl:r:~ m -----l-----l -.. b; ;:::j If)D m~ ~ -----l ..J) ::0' 0 :::0 0 n '"" ro :z: m- fT1 rrl -UO 0 --;>E W N ~ 2 \ OJ> . . . 0 :::0 " fTlO (J)n r;:i V (J) (J) 0 2:::0 ~, (J) ________ --; fTl :::IJ --lO CJD ... c. D '"" fTl -U fTl (J) '/" ,,'" 2 rn G1 :::0 (f) '_r:'-",'- ~ m -n 0 ,~"-_'_ D ::0 2 :z: 0 T1 CD 0 '~,')" :::0 fTl C1:Z ~.~ "':.,< ~---'\----, ,:.('0 c'":~ 0 - :::0 :z 3: n \ ,(, "'"--' ',c..'_ ,-:r'-,- J> 3: fTl J> 0 \ ~ ',c, ',','" .. : ,,::, ' --; r D n Z::Z ,," '.::-,r- /' -('~,' c...,r" "-"j:> rrl CJ ~ ~ 6 g __;' '.',' ~ .~ ~~r~-,'iXi~ . ~-~~~~~~~{=-' fTl - 00 ,fTl .. j"',',c;,"- "c,'.. ~Jj 1-1/ 3: 3: ,2 fTl-t ' ,,d ,.; ',' '.''', ~ '~"c' ~ ,., D rr1 fTl fTl \~. ': ~ ,- ,-:;v _.v" . ~":"c' ~' "....:,- r- CJ 2 2 (J) --; -t r' ' " "., I (f) 0 D.p. \~ t.,;' '.: ..A \-'-'/ >,,\, i;l'.i' , I I , 0 .......... ::3: - '>-, ~ "'. ,~ ,,/ ' -t , oome' ...,......"" rr1 :z ::OfT1 2m --f ,,' ..(1 '(,t Ia// ~ (f)rT1 OD ., ........ 0 C ..........n r ::0 0 -t (J) (J) I o 'l I rT1 --I _ -U J> 0 e (J) /, P"----' ~ ,,', "',' -~' IS! 3::Z ::0 1---0 /'- \, . '-',_: '- ',~j ----/ :;. ~ n D "000 ' ~'; '-'...1;:".,'.....:'..,- . ", C> ZNDrT1rT1 " -"(~"_~~"...J,,_ I ::s:: w en 2 :r: ~:::o 0 .' " ~' ,_" -.. ~ _~'c, - - ~: D WI z: C) 0" . '" :z: m r DfTl-'-' I 0) n fTlJ>'J> , " " .. < o --I cor :::om .' .' ... -..', . r .......... (f) 0 --lr ....., ". m ~ i:::J ;;:; ~ ;r: ~/ " .. \ \ '. ", J o 2 '"" ' _ m 3: o~ " ~ -----l DC--I D J> 2 --;J> 2 _ I ,::0 0 ' I . 0 fTl--< "\ "n (j) r--l -,-, '--' Ie rrl (f) :::0 . \,-'., co en 3::::OUl C,--j -orT1 0 ~" o:r: D C.......... U) (J) -,"" 3: .,:1 I --;J> 2 2N Im -----l-om 'AI.'} ~-o I m Z J> fTl:::O V' om C) 0 '""0 2 . (f) 3: r"(/1 .......... CJ 3: m D --l C) D D U13: I'l :::0 OJ 3: :z ::E: lT1m o J>J> I I> '"" '""--; . c.nZ 0 I rrlD Drrl m:r: I 1::Oc..n 1m _ 0 m . _ ' fTl &-~<Sl ~- - N_ I-~ J> w_ -t " C -""- , , 5 ~ en . J> LJ1-_N;::::; ~r fTl w fTl tv -"" 2 N tv?: ~ Q') - \fAIOl'All:! \tA'I01 fTl >lH31:) AJ.!3 -...J_ _ w I S :6 W~ 1/ 93.:186 00_ <Sl ~ 2 z (J311:1 J> I ill I n I 0 ... fTl I .,,1 C) I I _.~,~--- ------~- -~ -_.-- ----- -- ----------- -" _.~-- -. :r ". Q .:=t.ll'13.74'eol"'ll-:5"1347434~dgn DATE PLOTTED: 06-FEB-1998 0 m m 0 I CADD D'-RI )> . ~ ~ m < "T1V1-r- , . i'ii O:I:ZO, - ;00<("'), o ~fT1)> %. >Z~~ ~ -<- '-"a 0 ZfT1Z , -l>- , , <...n-UfT10 ~ 0:::0<" 0)> "T1 -< 0 --C ~ r-O-< , -< fT1 Z M o -0-< - )> n , ~)> ',\ ,,' I I ,\,' )> OJ " "" I::,: ,>.'-."^~':; 'tI , ("') ("') __ ,__ 'tI....... , ' I _ :z: ~ I . . , Y' . 0 4" 0, 6" )> o Z , "'.:: -< Z)> < 0 ....'" . 1..- ., fT1 l1l/) · 0 ~F= 6 ~ ~ ~~ ' A/2 '" 'r;; ~ '-!! MIN ~VI MIN 1'-0" 1'-0" o -<, -< ~ ~ -<("') :;0 -<co :I: fT1 fT1 -< rn -0 fT1 MIN MIN )> fT1 Vl" '-" '^ ;00 ~ <:::> ~" ',' 'tI ~ :z: -< fT1 ;0 , , v _>. ,~'" 'tI 0)> -l>--l>- 0-< '-<"I fT1 O:D )> -< V'1 V'1 /2 . I',:=. ~ " A ,,4 _ I ........ rTl_ 0' 0 c.....n :::::... (j ~ --t < 0 0 -. -. 0 0 A \ ,..... )> Ul ( " " Z ~ ;0 a I ~ = C C Z ~ \ 1 _ _ _ _ - % ;:;:: ~~' _ f ~ --t :z t,/l V1 --t --I I - - - --t ::u _,_ n - _G') fT1 fT1;o -\-- "T1V1-r- -< _ -i', :::c: o U1 0 -c _--- '\ -:::. O:I:ZO -0 )> _ tf )> ... :Z:("') -< 0 -<("') _---" -< ;00<("') ,...... _ r- C) .... - . 0 ~ :z: -<- "'-" ("') :z m ::: :z: 0 fT1 -0 fT1 \ ~ )> Z ;0 -< fT1)> )> --t -0 , --4_ r- :z: -. fT1 s::: I '-"a 0 ~ 0__ z - )>:z: 0 - :z: fT1 Z )> VI :I> o C C--t I ..:::.. I fT1 n Z 0 )> fT1 I V'1 -0 fT1 0 -;0 0 :0 0 C r- ;0 o;o<"T1 I < :z: \:l "" VI fT1 0 )> ("') < ~ 0 .,.,-t- n ;::0 I - I -< - __Z fT1 fT1 :I> :::: :::c: -< "T1 r-O, n -< , Z )> ;0 fT1 - I fT1 :z fT1 ("') fT1 _~~' ..... :::0 C ;0 -< -< <.>J Vl 0 '/<<;, .- G") fT1 -< . -I>- I Z VI '0,'/ ' ,< 0> ~ '" fT1::': 0 :z I -..I ~ ~ -0 VI Vl '<~\% . "i: m n ..,.., "T1 G')... ("') ,_ -< '(:.. < ~ ""...., -. --t t,/l l>Nl> (Q.,n .......... --t -u Z"'Z o :0 -< 0 fT1 VI 0 co~-s::: z':: :z: 1 Z ~ . C:so l'Tl:::c:VI:t> U> ..... G') "T1 0 OfT1r-x n VI coco ~:Z:~i: --oc ,. ("') ;0 fT1 -< :z: :z: l'Tl C ~;o :z: , ." l> J> CT1 -< :z: )> fT1 G') fT1 s::: 0 0 0 o _ VI n-t <_ ..... 0 ("') -fT10Vl "T1_VI :;: Z :::c:("')~ ZVI r- coo-< VI -< )> VI co 0 fT1 C .- . or-- C)>l'Tl-o <;: ;0 - :Z:;o l'Tl ~cco .. .-< 0-<1 ;oZj'T1 CDfT1fT1 _ l'Tl fT1-0 o l'Tl0 VI-<VI r-"T'l :JJ~ ~"T11 -<0 VI ~Ql'Tl fT1(",)~-l>- ~ )> ~ C ,.~)> xo)> ~ ~ .... -Oco ;oVl-< -s:::;o -:z:-< ::t> ::0> COM:::::!: ;:::c -t VlZ:rT1~ ;:0 fT1n> ("")CC:::I: -II"T'1:::OU1 I 0;:0 OC::Z: CI"T'1 I -n-t 0 Z fT1 ;0 s::: )> VI Z -< _ ,- rr1 rr1 - ., ;:0 ::I: ~ c-> I"T'1 l>.. rr1 - l> -t ::::I: I ~ - ~~;:g ~O-<g: 10'-0" TO GROUND ,. :::c: Z ;O-O~ o -0 s::: ~ G') ~ ~ ;; c: ~ ~ ~ SURF ACE FOR --.l a'> V'1 -l>- <.>J N - :z: 0 =E ;::: fT1 , l'Tl )> ::0 ;0 ("') G') _ PLUGGED SERV I CE .. . .... 0 ...,,:::I:,- --.e>---I 0 rr1 ---t -< fT1 Vl )> G') VI fT1 C 0 :::c: )>s::: s::: ~("') -<)> -0 "T'l -0 l'Tl -<:Z:l'Tl _ c;o Z ;0 ""fT1 rT'1 -;:0 0'- , - r- V\ 0 .-.:::0-1 a -<)> )> -<0 r-)> r- )> .. -<na'> ~VI-- fT1V1V1:::c:~zo("')r-n )>:::c:o .; l'Tl:Z:G') r- ;oc C Z O~ l'Tl fT1 r-l'Tl 0 , l'TlG'):::C: l'Tl ;o;oS:::;o VI ("') s::: ("')--:; ')' -< < -l'Tl l'Tl -0 ;::N - fT1 s::: Vl;>O:< fT1 )> - , fT1 Z :Z:"T1)>-l>-Z~fT1 fT1_I)> C - r- "T1 ~ ;0 - r- "T1 fT1 )> =E Z :z: VI r- -0 N _)> )> S:::-o :::c: r- ;0 Vl fT1G')0 C ;>0::0 ~ 0...... .---t --t c_ ,0 l> C :::0 -I ;::0 )> 0 '-<l'Tl fT1 S:::-o l'TlC -< ~ ;0 _("') _ -<l'Tl .......... ;0;0 fT1<;Ol'Tl-- VlZ:::C::z: 0 " ",0.11 l> 00 fT1t/1O---lZ -<" G") 1> CD -I1..,.,""'l>.- :I: G"' Vl-::e ~ -rr1 --I . l> :::0 -I1fT'1 -0 I ~ 0_--1 ..."c::e-o fT1-1-)> C 1> :z: ~ :z: =E:::c: -< CD )> r- s::: ;0 ;0 :z: G') r-"T'l0- fT1CD-<C _)> " --I _ G"') ::::ofT'1fT1~ -I 1> fTI _ r ""'::c ;0 ::00 - VI:z: -< l'Tl -< )> o - -< ;0 l'Tl-o ;0 CD C :z: :z: ....... ~. G') )> -<0 l'Tl)> Z 0 .~. ;::0--1 - zr---I ;Jl ~ r= o-o:z: ("')r--VI ;;:: t " "" CO"T1-< :::c: ,,,, fi'l , <.> )> -<:z:z )> ("') J> r-G') ~ ..- t--I ;:0 o.::e- 0 --I ." C V'l r'T1:::O # ~ I ~ ~ po:Z: fT1 :;;0 C ", < 0 ~ - > ~Vl ~ ~ :Ii ~ ::0 ~ fT'1C .0( 0 --I -.fTI >- VI ....... p I Z z: f'T1 -- --I ~ '=' n n;o . ("') fT1 -< - Z ~ )>VI :z ~ j Vl -< -< ;0;0 VI en ' )> Zl'Tl 0 _ 1i .....", 0 - - fT1" -< 0fT1 -< "T'l :::c: - -l>- I U'l CD ~ Z)> g \:l fT1 ^ fT1 s::: <.>IN _ ", ! - --< VI G') s::: U'l r ';, ;0 ( OVl ..:z: I 1 :z: )> .. N fT1 CD "T'lVl'" C "', o;:g N<.>J ...... < ;0 l'Tl 0 l'Tl ;;0 ~ ~ NO U'l -< < - < ..., :z: ("') :-s:: 0 :::c: )> Z;o ("') fT1 VI - N ", 0 -< G') -<0 -<"T'l 'cO 0 C - G')- ;0- S:::a'> ;0 -< o -<;0 0 )> fT1("') _ ~ fT1 ~ -< :z: fT1 o:z: -< )> )> :z , ;0 C " s:::-< CD )> ("') :::c: VI:z: 0 C'l.....-O - 0 0 o~ o ;:;:: 0 "T1 ~ ;00;0 -00 ~ ", < r- 0 =E VI )> =E("')N 000 -B; VI ", l'Tl )>fT1V1 fT1)>~ C-< -0 VI r- ;0 VI VI -< C OC :z: - l'Tl"T1 fT1 _ :I: l'Tl ~ ;0 G')r- ~::o- 000 0 ~ Z co )>;0 ~ - fT1;>O:0 c:z: " ~(",)l'Tl CXl~ ,,: l'Tl fT1 rr'1 ,...- ~ -- 0 co ...,., J> )> fT1 -.. .t/~ ..." . --I. ""'- --I---t(""") <::::I / :::0 '" 0 r- 0 G') z~O::g~ fT10)> 0 -< 0::': 0- <1 -0 :::0 co -0 G') -0 :::0 -I :::0 V1 -< _ -0 (_ Z fT1 fT1 i:::: r- -O:::C:r- fT1 :z8 fT1 -0 ~fT1 -0 .... - -< C r--<c CDO MO ~ <=i fT1 m - ("') G') ')> G'))> _~)> s::: :JJ :z: 0 C. ("'))>, <("')~ )> ;0)> z 0 <;0 fT1:Z: r- l'Tl)>0 _ r- fT1-< )> l'Tl :z: 0 r--<M I ("') gfT1 ::!;:::! l'TlVl r- _;0 o ". l'Tl ;0- Z 0 )>)> l'Tl)> ~ -< n Z s::::::;; o ,^ LH Vl g ~_ o VI -l>- I -< -< -0 Z -I 00 VI_ C~("') CD . -0 z-o, C )> fT1 or-)> ~. r -)>VI.~ .... Z <- V')(""")V\ I )> 0 -<l'Tl s::: 0 z.- - Cco 0 -- .... :z ;0)> , Z _ ~ m -< COG')("') )> VI - VI fT1 )> 0 ~ z -< o-:z: _ ~ m _ :Z:("') ;:: _ z ("') fT1V1;o _ , Q 0 0 PO-<fT1 ~<1 :z q Z :z: ;0-< .., _ .... m 0 ..... N -:z: ~ ("') ~ l'Tl <1<1 <1 m . . . 0 - ::0 ~ :D Z -< l'Tl ~ <1 .., Z Vl-<C VI"T'l VI-o l'Tl -0 '- -< Ul .., ~ .., Q '^' :::c: 0 U'l -< - fT1 r- VI -. fT1 ITl fT1 <.>J - V" )> -)> r- ~)> .. -0.;:; _ r- 0 )> C r-s:::Z :>:Ir- fT1n fT1 .' ~cO~ ~ )> -l>- CD 0 ~ ~ r- )> C'l -< ;0 ", G') G') ..... -0 ~ r- ~ 0 o .- .- VI ;0 ;00;0 )> _ ~ r- ~o // 3: CDZS::: .....l'Tl -<~ '<> 0 000 ("') C).., s::: ;0 =i -I l'Tl-<fTl -("') 0)> P C C -< ;>0: :z )> _ m )>)> S:::-< -< :z: Z - "T1 <1 ~ ;o:Z: N o )> ;o-VI -- COfT1 '> 0 000 - ~ N .... l'TlZC :ZO l'Tl;o =E("')l'Tl, __ ..,..,.., g :-::::: C Z ("') ;0 G'):Z --< r- )> r- J> Z N :D 0"T1l'Tl -<- fT1 -<-<("') 0 0 m -I ;oCo a'>0 fT1G') < l'Tl0)> - or- 0"T'l VI:::C: fT1 ;;0 VI " ,^ rrl' (""") --t -I r:- _ rrl .r- VI 0 0 s::: VI fT1 r- :z: 0 )> . -o:z: -fT1 oCO l'Tl0 Z _--I :z:~ . C <-:::I: Z -0)> CfT1 r- fT1("')0 Z ,...... fT1 fT1_ -<;0 ;>0: r-)>r-tG) "'-" x Z l'Tl :::c: -<l'Tl - fT1 "T'l )>l'Tl ~ ", l'TlVl )> ~ - -<;0 -<- )> ~ ' Z r- - fT1 -< 0 )> HEAD :-S )> o )> -< :::c: VI :::c: -< ');'-< ;0 l'Tl)> -< ~ _ ;::. ~ t--I >- l> C).::e -;0 _ r, ao )> I -< 00 )> -< OCN:::C:-< Z -. --I::I: ..,.,-o"'f'T1_ )> 0 ~ fT1 I)> G') G) n :z: )> :>:I N -O-<OO:I: m Vl --1-1 ~ -o~ ---I ~ -<:::c:l'Tl C -0 l'Tl m ~ I c:: l'Tl;o :z: -0 fT1S:::oo CD Z _ -< - po<c C 0- ...oot --I l>f1 - -0 CDxlT1> r- ( ~ s:::o r- fT1 fT1-;Or-;>o: ~ 0;0 -s::: VI:::c: L ' c ":? Z:C:f'T1 m :z:-o - Z G')S:::XN)> ---tfTl - 0 ~("') ;0 -0'" -<OVl , -- 0- -)> fT1"T1-<0 2'-6" 1--1 ""'0 -0 (""'") U1 _::::: .-- -< 0 fT1:::c: -< -l>- :z: o =E VI fT1~G')0 ~o 1>0 fT1 01 < ..,., --I ..,., >- z: . a G') fT1 n l'Tl ;0 0 ~;o;o ;0- ::::O~ fT1 0 fT10 0 0 )>c("') fT1~ )> "T1 "T'l -<z;o '<> ;>0:)> g~:z: ~!::::! c~~ P .___..,__.., ~,_,_______..__,_.._ ,____.._. ___ _~ ___,_,~__~_..._ __.__,_._.__..___,.-_' _n l'Tl "" -O)>:Z: .. ___ ,~,_ ..... z- '.~_.__ .. --_os . ~ VI~ ~ ; ...- -< --<--- u .._,~- -,-- ~ ~ -<.., 0 N l'Tl-< fT1 0 ;o;o"T'l _ 1 ;0- VI fT1 v "* ... ("') :z: )>r--o P -l>- l'Tl- s:::fT1_ -00 0 <-0 _ -<~ "T'l fT1l'TlfT1 0)> z, ;0 0 0 ;0 VI l'Tl =E fT1 ;0 . ';f/i>-O"fpl ~ n o~~ )> 0 ~~~ r :z .....tl1><' ~ n Oot.<' ~ pC ~~ .,1 .... fT1 ,0. "* --.la'>V'1-l>-<.>JN- Z _, ~,~ -l>- _ . . . . . .' 0 /I, ,; ~ N -< fT1 ,'"', ~ _ ,=E ("') <.>J )> )> ..... )> fT1, ~" _ 1 ;00 ~;or-or- VI " _ ,';- N 0' )> )> ;0 r- , .. ,~> " n?:,,< ~ '-o-<VlO 0 /, . 0 )> Y fT1 - -<~COJT1CD " ~'=E o ""U fT1l> V"t I --t r- C)::r: -< '> / /, / I -0 -xz 0fT10 ITl ~ -o-oo-n:::on:::o q '\1 '\j " s::: fT1~5;aG~G N ~ ~<1 ~",,<1_~<1 ~ V'\ l>fT1C)- z:: a ....... ~ ~~ I~I ("') :z:o '("')-<l'Tl-< Z n "",-, ~ fT1 <::> ~)>o 0 ~ J> 0( ~<1 ~<1 ~'^"~.... r-Vl,NN )> r- -0 fT1 ---I OJ -, ..- :s" '\1 '\1 ~ > -0 I I r- "T10-fT1cor-CO:l> <1 /. ;ol'Tl "* "* _ )> -;OG') fT10l'Tl r CD G')("')-co ...- _ Z ~~~o>n ~-a' . fT1 -<--<-;0;>0:("') CD ITl ;0)> -< o -0;0, ITl Z r-"T1:::C: C :z: :z: VI ~ )> VI )> -,. 10 -< 0 ;0 V'\ ~ ---t'.~~-~ ~ ::cC)~c VlVlOfT1-<)>NVI 10 )>l'Tl o ,...... -< "T1l'Tl-_l'Tl ZVI-- ~ ~ >- iOz: OJ -~N -< fT1 ZZco ZVIVI _G')~~ )> 0 )>-0 -<l'Tl("') coZ CD --.l - ~)> -0 ;0 - 0 fT1 0 Z ~ -< fT1 fT1 co r- )> ;o'VI-o"T'lC Z 0 V'1 a'> "T1:::c: 0 'I ~" Vl 0)> fT1 z-<("') -< 0;0 0 a'> '-:, - Vl ::e -< 0 :t> ;0 fT1;o c _ "-' _ _';,' I -<-<_~:::C:_CDl'Tl Z <.>J Z 'c :::c:--<......;oVl'-< V'1 - G') . -< " ;o("'):::c:~c-<l'Tll'Tl co V'1 fT1 n C co VlC . ~ )> 0;0 VI co co -< ;0 - , , :z: .+ ("') - Vl -< fT1_ X. CD Z '. ':y>';:," 0 fT1 - <.>J I "T1-< fT1 -0 -l>-...., coOca'> OVl co -< ."" r-;Os::: -0 I )> 0 fT1 o ofT1)>X l'Tll'Tl ("');0 r- o 0 ("') VI )>("') ;>0: ;>0:-0-<0 ;0- I, "T1 a'> ~o_... --t~ ~ _ C n I :c - "'1J .:$:' r- v.J - ;oa'>.("') r ~:.; , r-. -("') )> ...., ~ N Z 0 VI -< C ITl ,'" 0 G')S:::-< - (i') :I> >> N co-o~ ~ I (i') 10 o -i ITl - :;cr- ~ ('T1 10 ITl ~ ("')05-0 ITl Z <.>J ;>0:. r- -i 10 VI :> ITl ,/,-, ~ ., . -I fT1 #,;.' ~ C m ,/. ..+=:-." l/'I \ (J) , . '\iMOI 'All3 lifMOI 5 g V'1 N;S Y.H31:J All3 _r- fT1 ~ m IS :6 WV II 93395 (.N --.l Z a'> ~ ~ -l>- ~ --.l Q311d <.>J oc :D O:z: - ~ 3 _ Q :r < . m .. o 0 )> m