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Home My WebLink AboutBRIDGE REPLACEMENT/DETENTION BASIN/MEADOW ST & DOVER/2004 BRIDGE REPLACEMENT DENTENTION BASIN MEADOW ST & DOVER ST /2004 u_ --..- . - . - -. -------- . ------~qTD~-'~- bridcje R~I'tc~r>1e,,4 /~D~~~;I-;i,.~td$)i;: ~"': ~.~.,'; /" - /". '- / " ~ ~.~ " ~~M-eC\.d.ow_S+.r~-e..V. /;DO'...H.-d S,.I..e-ef Ig-~ 04- R~!5o{uAjD.. 0+ - <6, QLJ-/.lOr;b'ltj Ihe IY'~fo k S;Jh .~ +~t. C';..).7 C)l?l^IL +-0 aJI.-es1 qn Otjr't:er"Y\<'....t- b~~~" -the C'~ 0+ A~ C;-fy ( -HzQ.. De:p+ 0+ T ~iol1. --Co,.. a.. hcll!f",~J ~ ,'d. r~€..d.J;, +he.. ~ceYl\e.n+ r>t- -It, ... M-ec<dow S-I-"t~ Dr:~..e. uJhi ch ~f"u'\ 'i. 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Prepared by: Denny Gannon, Public Works, 410 E, Washington St., Iowa City, IA 52240 (319) 356.5142 RESOLUTION NO, 04-86 RESOLUTION AUTHORIZING THE MAYOR TO SIGN AND THE CITY CLERK TO AlTEST AN AGREEMENT BETWEEN THE CITY OF IOWA CITY AND THE IOWA DEPARTMENT OF TRANSPORTATION FOR A FEDERAL AID PROJECT FOR THE REPLACEMENT OF THE MEADOW STREET BRIDGE, WHICH SPANS RALSTON CREEK: WHEREAS, the City of Iowa City has negotiated an agreement with the Iowa Department of Transportation, a copy of said agreement being attached to this Resolution and by this reference made a part hereof; and WHEREAS, the City Council deems it in the public interest to enter into said agreement with the Iowa Department. of Transportation for a Federal Aid Highway Bridge Replacement and Rehabilitation Program Project BROS-3715(626)--8J-52 for the replacement of the Meadow Street bridge which spans Ralston Creek, This agreement will provide federal aid funding of 80% of eligible costs or $1 ,000,000, whichever is less. NOW. THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: 1, The Mayor and City Clerk are hereby authorized and directed to execute the agreement in duplicate with the Iowa Department of Transportation, 2, The City Clerk shall furnish copies of said agreement to any citizen requesting same, Passed and approved this 16th day of March ,20~, ~./4J ;4 k?~ OR Approved by AlTEST:~. oR. ~ !I(?tIijtf~ C-. ~ 1~/ot CITY ERK City Attorney's Office It was moved by Vanderhoef and seconded by Wil burn 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 pwengIresJmeado st bridge.doC , P~'J ~ 15 Prepared by: Denny Gannon, Public WorkslEngineeling, 410 E, Washington 51., Iowa City, IA 52240 31 S-356-5142 I RESOLUTION NO. 04-265 RESOLUTION AUTHORIZING THE ACQUISITION OF PROPERTY INTERESTS NECESSARY FOR CONSTRUCTION OF THE MEADOW STREET BRIDGE REPLACEMENT AND DOVER STREET DETENTION BASIN IMPROVEMENT PROJECT. WHEREAS, the City of Iowa City desires to construct the Meadow Street Bridge Replacement and Dover Street Detention Basin Improvement Project ("Project") which includes the replacement of the Meadow Street bridge spanning Ralston Creek and the replacement of storm sewer from the bridge to and within a stormwater detention basin located between Dover Street and Catskill Court on lots 20-27 in Oakes Meadow Addition; and 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 staff has determined the location of the proposed Project; 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, I IOWA, THAT: I I 1, The City Council finds that it is in the public interest to acquire property rights by warranty I deed, quit-claim deed, andlor easement for the construction of the Meadow Street Bridge Replacement and Dover Street Detention Basin Improvement 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 or designee is hereby authorized and directed to negotiate the purchase of I property rights by warranty deed, quit-claim deed andlor easement for the construction, operation and maintenance of the Project. The City Manager or designee is authorized to sign purchase agreements for the purchase of property andlor easements, and offers to purchase property andlor easements, 3, The City Manager or designee, in consultation with the City Attorney's Office, is authorized and directed to establish, on behalf of City, an amount the City believes to be just compensation for the property to be acquired, and to make an offer to purchase the property for the established fair market value, I I 4, In the event negotiation is successful, the Mayor and City Clerk are hereby authorized to execute and attest easement agreements and agreements in lieu of condemnation, The City Attorney is hereby directed to take all necessary action to complete said transactions, as required by law, 5, In the event the necessary property rights for the Project cannot be acquired by 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, I I I I ------------ ------------ ---- ------- , I Resolution No, 04-265 Page 2 Passed and approved this 14th day of September , 20.M-. ~/w. ~ - AYOR Approved by ATTEST: ~~ ,I', ~A.A) Ci~i~~ "'If ~/C' 't CITY ERK It was moved by o I Donne 11 and seconded by Champion 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 pwengJreslmeadows\brdg.doC -- .~. - ~"'. - ..-. e Iowa Deportment of Transportation WUl STANDARD ROAD PLANS TOTN.. SHEETS MAJOR WORK TYPES J2 . -' '::;:0 he followmg tondord ood Ions sholl be conSidered Highway Division 01 considered a ehcoble to construction work on this ro'eel PROJECT NUUBER Ul NUMBER O~TE NUMBER OATE NUMBER OJ-Tt PLANS OF PROPOSED IMPROVEMENTS ON THE CLASS iO, 2Q, &. 23 STRUCTURAL BROS-37' 5( 026) - -8J-~2 <..?~ RA-4Q 4/15/03 RA-55 10/19/04 RH-22 1/12/99 CONCRETE, REINFORCING, STEEL PILES, R.O.W. PROJECT NUMBER '. Z I pee PAVING, RETAINING WALLS, STORM RA-41 4 '5/~ RA-63 2/11/00 RH-50 4/20/04 SEwER. i=r0 CITY OF IOWA CITY f-O RA-43 4/15/03 RA-66A 10/19/04 RH-51 4/20/04 PROJECT IDENTIfiCATION NUt.lBER W RA-50 4/15/03 RB-3 11 /22/99 RH-52 4/20/04 , -' RB-6 4/20/04 RK-19A 10/29/02 , RA-51 -1/~ JOHNSON COUNTY RA-52 4 15 03 Rf-19A 7/15/97 RK-19B 10 29~ RA-53 2 11 00 RF-19E 10/03/00 RS-26B 10/28/97 BRIDGE REPLACEMENT ON INDEX OF SHEETS N MEADOW STREET OVER THE NO, DESCRIPTION IS) A.01 TITLE SHE[l I A' A.02 GENERAL NOTES &- REFERENCE MAP ....., SOUTH BRANCH OF RALSTON CREEK 8.01-8.03 TYPICAl CROSS SECTIONS & DETAILS 0Cl \ ) PROJECT C.Ol ESTIMATE Of QUANTITIES I .. . , ,~ . BROS-3715(626)--BJ-52 ",,,,~,-,,~..-',/ LOCATION C.02-C.03 ESTIMATED REFERENCE INFORMATION I C.04 GENERAL NOTES &- STANDARD NOTATIONS .---. 0.01-0.02 STREET PAVEMENT PlAN &:- PROFILE ill W,t.,SHlltGT " ~ SWEET BRWI AVE Ii> ~ t; FHWA# 006560 LOl INTERSECTION LAYOUT &: GRADING PLAN . N . ~ 0 " ~ ! G.Ol EASEMENT PLAN j 0 i ~ ~ " " ill ~ Ro\OCUfTE AYE I J.Ol TRAFfIC CONTROL PLAN ---- 0 . ~ ~ . I K.Ol JOINT PLAN IS) t:i STANfOflO .'" 5 ~ . S "''''. i I e The Iowa Department of Transportation Standord Specifications for Highway and Bridge M.Ol-M.03 STORM SEWER PLAN & PROFILE . ~ CORJIEll .. ~ ~ r--- lWl<'tflElO ,. ~ ~ Construction, Series 2001. plus the applicable General Supplemental Specifications. M.ll WATER MAIN PLAN &: PROFILE ~ Developmental Specifications, Supplemental Specifications and Special Provisions, sholl apply 1.4.21 STORM WATER POLLUTION PREVENTION PLAN n I I COURT to construction work on this project. 1.4.31 SANITARY SEWER PLAN &: PROFILE 8 ..."'. " U.Ol RETAINING WALL DETAilS (f) I ~ Ii ~ V.Ol-V.lO BRIDGE INfORMATION 0 : ~ ~ 0:: 'l PROJECT TRAFfiC CONTROL PLAN ~. m THIS ROAD WILL BE CLOSED TO THROUGH TRAFfiC DURING CONSTRUCTION. SIGNS fOR . CLOSURE PER STANDARD ROAD PLAN RS-26B. TRAFfiC CONTROL DEVICES, PROCEDURES, '" LAYOUTS, SIGNING, AND PAVEMENT MARKINGS INSTALLED WITHIN THE LIMITS Of THIS PROJECT ~ SHALL CONFORM TO THE ~MANUAL OF UNIFORM TRAfFIC CONTROL DEVICES fOR STREETS AND , HIGHWAYS6 AS ADOPTED BY THE DEPARTMENT PER 761 OF THE IOWA ADMINISTRATIVE CODE w (lAC) CHAPTER 130. i< DIVISION ..J ) w DIVISION :;; This project is approved under Nationwide Permit #14. MILEAGE SUMMARY ::E a. " MUSCATINE DIV, LOCATION liNn. MILES "' " " " M ~ ~ ~ " Value Engineering Saves, Refer to General Notes on Sheet C.04 2 STA. 4+00 TO STA. 11 +90 790 .150 ~ " ~ 'i 1 STA. 11+90 TO STA. 14+25 235 .045 " 0 0 , ~ This project is covered by the Iowa Deportment of Notional Resources NPDES General .... " Permit No.2. The contractor sholl corry out the terms and conditions of General Permit FUNDING SOURCE ~ No. 2 and the storm water pollution prevention pion which is 0 port of these contract ~ ~ documents. Refer to Section 2602 of the Standard Specifications for additional LOCATION MAP information. DIVISION t - BRIDGE REPLACEMENT PROGRAM 5 SCALE: NONE DIVISION 2 - LOCAL fUNDING g, " Z ..J ~ => APPROVEO FOR CONSTRUCTION: e Iowa Deportment ARCHAEOLOGICAL NOTE DESIGN DATA URBAN REVISEt5 ' ~ "! = ;; CITY ENGINEER ~ of Transportation = IF ARCHAEOLOGICAL MATERIAL ARE ENCOUNTERED DURING THE CONSTRUCTION PHASE OF -<' "-" ~ 0 THIS PROJECT, THE OfFICE OF ENVIRONMENTAL SERVICES AND/ OR THE DISTRICT LOCAL 2002 MDT 60 V.P.D. ~C) ..." Highway Division ~-'::::j re, ..: 7........d J:-i.. Iz/zolo'l SYSTEMS OffiCE (I.D.O.T.) MUST BE CONTACTED IMMEDIATELY SO THE PROPER 2022 MDT 90 V.P.D. " CO 11 z U DATE: AUTHORITIES CAN BE NOTIFIED ACCORDING TO EXISTING FEDERAL REGULATIONS AND STATE ,-\ -...... u: foCCEPTEO fOR LETTING: ' .' , - PROCEDURES. ADDITIONALLY. IT SHOULD BE NOTED THAT FINDINGS AND RECOMMENDATIONS ---l i~'~,1 <h FOR CLEARANCE FOR FURTHER TESTING CANNOT CONSIDERED FINAL UNTIL CONCURRENCE ' . - , '" .0<:- iT; c IS RECEIVED FROM THE OFfiCE Of THE STATE HISTORIC PRESERVATION OfFICER nl ';< "'" l!! Z OFfiCE OF LOCATION AND ENVIRONMENT 515-239-1225 O~ :7':' 1-' DISTRICT LOCAL SYSTEMS ENGINEER ....j 0 DISTRICT LOCAL SYSTEMS OFFICE .319-364-0235 ~/, - ~O <: 0 "'. " . 0 N " - ~ -if) SHOP DRAWINGS ",'\\\\'(5'5';"11,11" 0 Oz ""\""'(5'S";'IIII',/,, rHfy thot this pion wos prepared under my O. ~ I hereby cerhry thot this engineering document wos prepared by ..~.,~ and thot en . eering decisions with regord ~ ALL SHOP AND FALSEWORK DRAWINGS THAT .,...cI",,,...~., me or un mydireCI 8Upervision ond thot I om 0 duly licensed f~(:: A, ~\~\ ign wee y me 0< olher duly licensed N REQUIRE APPROVAl SHALL BE SUBMITTED TO: ~~~ Profes' 01 (ngine ,0' th lOws of e Stote of lowo. . '0"0 '" ".. " ,", S\'7J!I/5A- 4:I Shoemaker,;.. Haaland /Z!z.7!o<l 1~'l.VldS<_N<nil-=-.~1 SHOEMAKER & HAAlAND ENGINEERS \~;\.,,,..,,,:.:.:_:.../~~l , 3:0 160 HOLIDAY ROAD Olet R- Wielond lie. No.13668 Dol'll Rob t A. Bong Reg. NO_ll00~~ 160 Holiday Road CORALVILLE. IOWA 52241 Uy license rene_OI dote is December 31, ~OIl'y /"'/II/:'I!r~~'\\:\\"'" " PHONE: 319-351-7150 t,ly license rene_ol dole is Decembet" 31. OJ Coralville, Iowa 5224 I - Phone: 319.351.7150 A.02,B,01,B.02, C.O., G.OI, U.01. V.Ol-V.l0 FClX: 319.337.6792 poges or ~eels covered by this seal: C.Ol-C.OJ,D.0I,D02,E.Ol,J01.K.Ol,t,l,Ql-U.Jl Poges. (J( S-heets COllered by this seal: - -- DESIGN NO. FILE NO, JOHNSON COUNTY PROJECT NO. BROS-3715(626)--8J-52 SHEET NUMBER: A,Ql _. - - . - - !I f - ~ , i l~~~ <' ~' . " '1 ' . /' . - h . /' I ' I ;1 <;;R ,~Hj; SCJE \ I ' fl~~ il '" I ~I!i , j' , I~ [ I; / I! j' II I I f I t I . I . .. , /' I ""- I .- I I '\ ~ , '- = ! o ~ I I '< :'20 ~ -n I ! )/:::J, co _ I -- .- -. - < (j -- ~ IE . I --- ---- ,,' -.... -..- --- . ,-:..-- -- ...- ---::-,,' , ..~- / . C\J ~U;> ....---- ----... ~ fiJ1 I . , ------ ...- GENERAL NOTES arE' w Wa:~l o 0a..~' ~ " SOILS REPORT 106045608.01 PREPAREO BY TERRACON CONSULTANTS IS 10, EXISTING FAClUTIES (CURBS, PAVEMENT, UTILITIES, ETC.) DAMAGED BY THE 1], CARE SHALL 8E TAKEN TO PREVENT ANY PE'TROLEUM PRODUCTS, a <l:(/)L.C'J AVAILABLE FROM THE OWNER BY REQUEST, CGN'TRACTOR SHALL BE REPAIRED DR REPLACED BY THE CDN'TRACTOR AT NO CHEMICALS, OR OTHER DELETERIOUS MATERIALS FROM ENTERING WATER - ZI-'- ~ ADDITIONAL EXPENSE TO THE OWNER, 800lES, S'TREAMS, OR WETlANDS, gja<i:Z[;:; '" 2, ALL DIMENSIONS ARE HORIZONTAL UNLESS NOTED OTHERWISE. tiJ~1S~~ .5 11, CON1RACTOR IS REIlUIRED TO MAINTAIN POSITIVE DRAINAGE ON THE SITE 18, CONS1RUCTlON EQUIPMENT, ACTIVITIES, AND MATERIALS SHALL 8E KEPT ~ 3, THE ClTY AND UTILITY COMPANIES WHOSE FACILITIES ARE SHOWN ON THE PLANS THROUGHOUT THE PROJECT DURATION, WHERE EMBANKMENTS MATCH INTO OUT OF THE S'TREAMS AND WETlANDS TO THE MAXIMUM EXTENT POSSl8LE lJ.J~tiJ~c: . OR KNOWN TO BE WITHIN THE CONSTRUCTION UMITS SHALL BE NOTIFIED BY THE EXISTING GROUND, GON'TRACTOR SHALL ENSURE POSITIVE DRAINAGE. FORM WORK ~ZlJ.JOCll CON1RACTOR 8EFORE BEGINNING ANY CONS'TRUCTION WORK, FOR SLAB SHALL BE APPROVED IN AOVANCE BY OWNER TO LIMIT D8S'TRUCTlON 19, IN ORDER TO SAVE AS MANY 'TREES AS POSSl8LE THE CON 'TRACTOR (/)~~g:'1> ~ TO STREAM FlOW. IF A00l110NAL AREAS ARE NEEDED FOR STAGING, STORAGE. SHALL 8E REQUIRED TO KEEP 'TRENCH WIDTHS TO A MINIMUM AND TO NOT ~ 4, LOCATION, SIZE ANO DEPTH OF BURIED UTILITIES ARE ILLUS1RA TED BASED ON ETC" IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN WRITTEN PERMISSION ~1:5(/)~0 ~ AVAILABLE RECORDS FROM THE UTIUTY OPERATINO AUTHORITY, RECORD FROM THE OWNER, DISTURB ANY CREEK EMBANKMENTS OUTSIDE THE GRADING AREA, ~::5ffi Z ~&i i LOCATIONS ARE FIELD VERIFIED BASED ON OBSERVABLE SURFACE FEATURES 20, ALL CONS'TRUCTION STAKING AND TESTING SHALL 8E FURNISHED BY THE SUCH AS MANHOLES, VALVE BOXES, EVIDENCE OF 'TRENCHES, ETC. EXCAVATIONS 12, ALL OPEN EXCAVATION AND EN1RANCE TO BRIDGE SHALL BE PROTEC1ED WITH fr; 6 ~ ~a t HAVE NOT BEEN MADE TO VERIFY LOCATIONS OR DEPTH OF BURIED UTILITIES, SAFETY FENCE. OWNER, ::E c: a Cll a..IE 'l THE EXACT LOCATION AND El!VA TION OF ALL UTILITIES MUST BE DETERMINED BY i' THE CONTRACTOR, IT SHALL BE THE DUTY OF THE CONTRACTOR TO ASCERTAIN 13, CONTRACTOR SHALL 8E REQUIRED TO COMPLY WITH THE ClTY'S NOISE ORDINANCE 21, ALL DISTUR8ED AREAS SHALL HAVE SOD INSTALLED AFTER F1NAL GRADING, '" WHETHER ANY ADDIT10NAL FACIUTlES OTHER THAN THOSE SHOWN ON THE PLANS bEXCEPT FOR SAW-CUTTING PAVEMENT JOINTS), REGULATIONS OF THE NOISE II MAY 8E PRESENT, OVERHEAD UTIUTIES AND UNOERGROUNO SERVICES ARE NOT RDINANCE ARE AVAILABLE FROM THE CITY ENGINEERING DEPARTMENT, 22, THIS PROJECT IS COVERED BY THE IOWA DEPARTMENT OF NATURAL OATE 12.21.04 ~ SHOWN, IOWA ONE CALL NUM8ER FOR UTILITY LOCATES IS 1-800-292-8989, RESOURCES NPDES GENERAL PERMIT NO, 2, THE CON 'TRACTOR SHALL ORAWN JfN{ \! 14, ALL MATERIAL OF THE EXISTING STRUCTURE TO BE REMOVED SHALL 8ECOME THE CARRY OUT THE TERMS AND CONDITIONS OF GENERAL PERMIT NO, 2, AND CHKO CAW 5, THE BRIDGE CONTRACTOR IS TO INSTALL SUBDRAINS ANO WEEPHOLES BEHIND PROPERTY OF THE CONTRACTOR AND SHALL 8E REMOVED FROM THE SITE BY THE STORM WATER POLLUTION PREVENTION PLAN, WHICH IS PART OF APROV, CAW e' THE ABUTMENTS AS DETAILED, THE SU8DRAINS SHALL 8E AT LEAST 4 INCHES THE CONTRACTOR, THESE CON'TRACT DOCUMENTS, REFER TO SECTION 2602 OF THE , IN DIAMETER AND MEET REQUIREMENTS FOR THE TYPES PERMITTED IN SECTION STANDARD SPECIFICATIONS FOR ADDITIONAL INFORMATION, I '" I t 4143,01 C, 15, THE CON1RACTOR IS ENCOURAGED TO CONDUCT CONSTRUCTION ACTIVITIES PROJECT NUMBER I OURING A PERIOD OF LOW FLOW, ANY TEMPORARy CROSSINGS SHALL INCWDE 23, NO PLANT INSPECTION SHALL BE REQUIRED FOR ANY PCC PAVEMENT, 04043 ~ ~ 6, ALL S1RUCTURAL CONCRETE FOR THE 8RIDGE FLOOR is TO BE CLASS 'C', ENOUGH CULVERTS TO ACCOMMODATE LOW FLOWS AND MUST BE REMOVED AFTER SUBSTITUTION OF CLASS '0' STRUCTURAL CONCRETE IS NOT ALLOWED, COMPLETION OF WORK ON THIS PROJECT, THE CONTRACTOR IS REQUIRED TO 24, CON 'TRACTOR SHALL COORDINATE WITH CITY TO HAVE SIGNS REMOVED, -- i REMOVE ALL FILL-MATERIAL USEO AS A TEMPORARY CROSSING TO AN UPLANO, OWNER SHALL REINSTALL ALL SIGNS UPON COMPLETION OF THE PROJECT, SHEET Tm.E 7, ALL REINFORCEMENT SUPPUED FOR THIS STRUCIURE IS TO 8E GRADE 60, NON-WETlAND SITE, TO SEED ALL DISIURBED AREAS WITH NATIVE GRASSES, ANO ~ TO IMPLEMENT APPROPRIATE MEASURES TO INSURE SEDIMENTS ARE NOT 25, FIRES AND 8URNING OF ANY MATERIALS IS PROHI81TED 8Y THE CITY, GENERAL NOTES B, ALL OF THE R~NFORClNG BARS IN THE BRIOGE SLAB AND BRIDGE APPROACH INTRODUCED INTO WATERS OF THE UNITED STATES DURING CONS1RUCTION OF . SIDEWALK ARE TO BE EPOXY COATED, SEE EPOXY COATEO REINFORCING BAR THIS PROJECT, IF CLEAN EARTH IS USED AS FILL IN A TEMPORARY CROSSINGS, 26, CON 'TRACTOR SHALL COMPLETE SUFFICIENT CONS'TRUCTlON TO MAINTAIN AND REFERENCE ~ LIST IN THESE PLANS, INCLUDING CULVERTS, SHALL BE INCIDENTAL TO THE PROJECT, ACCESS FOR PEDES'TRIAN 'TRAFFIC ACROSS RALSTON CREEK AND THROUGH MAP 0 ~ 9, THE MEANS OF THE WORK AND THE SAFETY OF THE CON 'TRACTOR'S EMPLOYEES 18. EQUIPMENT FOR HANDUNG AND CONVEYING MATERIALS DURING CCONSTRUCll0N THE PROJECT SITE FOR THE 2005-2006 IOWA CITY SCHOOL YEAR, " 1 ARE SOLELY THE RESPONSIBILITY OF THE CON1RACTOR, THE CON1RACTOR HAS SHALL 8E OPERA TED TO PREVENT DUMPING OR SPILLING OF THESE MATERIALS (APPROXIMA TEL Y AUGUST 22, 2005) - ;L A CON'TRACIUAL OBLIGATION TO COMPLY WITH ALL APPUCABLE LAWS AND INTO WATER 80DIES, STREAMS, OR WEnANDS EXCEPT AS APPROVED, SHEET NUMBER Ii: r. ~ REGULA 1l0NS INCWDING 'THOSE or OSHA. AT NO TIME WILL EITHER THE OWNER A.02 &:. OR THE OWNER'S REPRESENTATIVE TAKE RESPONSIBIUTY FOR EITHER THE MEANS II OF THE WORK OR THE SAFETY OF THE CON'TRACTOR'S EMPLOYEES, REV ..' '" N BROS - 3715 (626) - -- 8J -52 ~ ---- -- - - - -.. . n TABULATION OF BRIDGE APPROACH SECTION I 112-6 !I,lii - . " (Refer 10 Slcndo;d Rood Pion RF-19E,RK-16. RK-19A,RK-19B,RK-\9C,RK -19D.RK-19E,RK-19F,RK-19G,RK-19H,orRK-19J) 'Not 0 bid item 110 03 00 ~f LOCATION APPROACH PAVEMENT SUBDRAIN APPROACH SUBGRADE TABULA TION OF I 112 4 I ,l ,- i: CD Reinforced Perforated Subdrain Porous 1 Class 'A' Modified Polymer PEDESTRIAN CURB RAMPS 104-15-03 I him Pavement Subdroin 1 Outlet I Backfill Crushed Subbase Grid I REMARKS fi/) " Bridge Station End Stone I LOCA TlON SIDE TYPE Thickness Area 4" Backfill I - Ii 9+80 LT TYPE B 6.0'.. ]~ I "'h~ Sq.Yds. lin.n. Station Side Cu.Yds Cu.Yds. To~s Sq.Yds. __12+6q LT TYPE B 6.0' 11 . 12+80.85 TO 13+00.85 SOUTH 10 55.6 TYPF R --';r--- 12+60 RT 6.0 Ii 13+42.35 TO 13+62.35 I NORTH 10 55.6 13+50 LT I TYPE B 10.0' 13+50 RT ! TYPE B 100' I REMOVAL OF PAVEMENT I 110-'< (if I * Not 0 bid item. I 04-27-99 > , AREA SAW CUT 1 , STATION TO STATION Lin. Ft* REMARKS i Sq Yds. EXISl1NG PCC 9.3' ----5.0' 1'01 9+28 9+90 120,98 40 BETWEEN STR, #5 & #8 l' OR GREATER AS SPECIFIED '" ROADW....y 7" THICK pee RO,olOWA Y ~T \~t l fH90 11+80 192.78 25 3RD PANEL OF PERRY CT. a PA~T WITH INTEGRAL. ~ffi , I; 6R HIGH pee CURB I 11+80 13+01 569,74 25 "EADOW ST, - S, OF BRIDGE 2% MAX. CROSS SLOPE\, l.1EADOW ST. - N. OF BRIDGE 2,,",, 4" 1H/CK PCC S1OCWAlJ(. ~ 13+42 14+ 25 230.63 25 j"-f PER FOOT ~ 'i- J: 'i- 'i- ~'YJ>) . 8- THICK COMPACTED I ~_. ~~~~%'%~~ 4' Iii' 0 . SllBGRADC (95X STANDARD TABULATION OF ~DEWALK REMOVAL 1110 5 11=11 Ulr~-III=III=I! 1=11 U 11111 ~ PROCTOR DENSITY) r-' . IIO-lJ-72 "'" , - - - ....- -'II-III=tlI=III=111 '"'" , r WIDTH V.~RIES DRILL ANO OOIlfl TO 0 v' ! AREA EXJSl1NG PA~fNT (8T-I) -n I STATION TO STATION REMARKS ':<;0 '" II , Sq. Yd,. TYPICAL SIDEWALK CROSS SECTION PERRY CT. PAVEMENT REPLACEMENT /.--' cP I -.F:::-> - ! 9+28 9+82 40,64 SW OF CATSKILL PERRY N.T.S. N.T.S. -". \ r.;:. 1 E. SIDE OF PERRY CT. TO b-r- ,\ - 9+28 12+21 121.88 ~C) \ \ . . 1-.-.!.~+55 13+01 32,50 W, SIDE OF PERRY CT, __ '-, /r- ~ \ ' I .. 13+01 2.3.27 .:----~~ ~.~ ,.J '" 12+55 SE OF BRIDGE ~ ~_~~42 1"'+82 67,19 W, SlOE OF "EADOW ST, 5~~ 0 14+82 -- -..47.48-- E~' SIDE ~OF MEADOW ST. t> 13+42 /' .. >- , Z !'.) u w )7 -"" i3 25' BIB IE . -- "" f11 ~~ -,' , 12.5' 12.5' 0<0 w Wa:N ----- (!J (!JCl.~ .. 2' IF PROFILE GRADE ) o <l:CI)LO .. '" "AA~:,-!-' ~~crr ..~~ ~-" _ ZI-'r' . ffio<l:z&l IJ 2' a:W' ..., CD .( 20% CD t:u~o::;gs .5 2.0% --.J ~ W""t:u~ex: . - r;!:aJwOo:l ~ @ @ CI) ::; ex: ex: '"' i " :!:wt?~""i :ll I' O~a:-~I .{ o w z-,~ i . , I II,,!III;:'::III- !11'IIIIIIIIIIIWIIlIlIII )11 .' ',"' LJiS:i6~~i3 II! ::; a: 0 o:l Cl.1E Iii fn~TTi~~m~m~mlll.II~! li~m~m2~~~i~l! 1~III~uklllllllllll~llllo=JIL:""111 'III !i II~I~III~III~ :~III~: :i II: ~~~~~lllnilllw~~~~;! II~'IIIIIII;II m I.m, ,;; i!i 11- III .111 III ' ~"L ~'-'" 'lIj-1 1,-.11 l'-lln II'; II~III OATE 12.21-04 ~ 4". LONGITUDINAL SUBDRAIN DRAINN JBYJ ~ 6' GR NULAR S IBB SE SUBGRADE TO BE SCARIFIED OJ L CHKD CAW A l A TOAOEPTHOF6"ANO - (BOTH SIDES OF STREET) APROV. CFm 0 RECO"PACTED TO 95" L ~ STANOARD PROCTOR DENSITY , i PROJECT NUMBER .. TYPICAL STREET PAVEMENT CROSS SECTION 04043 0 iil ~- ~ N.T.S. --' ., M LOCA TION SHEET TTTtE 1\ ~ ~ --..-- --. -. TYPICAL :!! CD CROSS . ~ 1, SLOPES TO MATCH EXISTING WITH MIN. CROSS SLOPE OF WALK 0 1/4" PER 1'-0" ANO CD REFER TO OTHER DRAWINGS FOR DETAILS OF SHOULDER ROAD IDENTIFICATION STATION TO STATION SECTIONS & / !\ 2% GRADE IN AREA BEHIND CURB, ANO SIDEWALK CONSTRUCTION INCHES DETAILS . ~ IJIEADOW STREET 13+42 114+82 7 Ii( 2, NORMAL SECTIONS SHOWN "A Y BE APPROPRIA TEL Y MODIFIED FOR AREA SPECIFICALLY @ EXCAVATE AND BACKFlLL 1'-0" BROOKSIDE DRIVE 12+48 67' RT 112+48 13.5' .f(T 7 SHEET NUMBER 1\ ~ DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS OR SUPERELEVA TED CURVES, B.01 &, - . i!i REV '" N BRas - 3715 (626) - - 8J ..52 . . ~l ]'.II'N]' ~. ~ ::~ SURFACE rOR lM~ROVED ,i STANDARD RING AND SELF SEALING COVER OR MOVED AREAS 80N0 BR[.o.K[1l BONO BREAKER . 1 (SEE PLANS OR SPECIFICATIONS) G .,' if ::::::::-u ~~k~~tf p~~UNJl ....':'. :,_::.::' "'j t'-I!" MIN, BRICK OR CONCRETE AS UNDEVelOPED LAND TI-lRllSl BLOCk .:.,,'.:,,. ,- II STA'DARD RI<G A<D SELF SEALI'G ,"VER ~~R~~\Ji:,jD."R~~~ROVED :i~~]~~D";~ ~;; f:. ~A:O ..........CH]"''' SEAL<S",VN> ~ '"'"" 0<"" Ie (SEE PLt,NS OR SPECIFlCATlCNS)" HEIGHT or SPACER RINGS' EXTERNAL - UNPAVED AREAS i ~ ~6bf1I~~ Pff~UND INCLUDING UTILITY ACCESS INTERNAL - PAVED AREAS BEND (PLAN) IE ERICK OR CONCRE.TE AS UNDE. VElOPED LAND fRAME. D[A4) ENDJPL~ .t RECUIRED 10 ~A)( or 4" TO ~ 4'-0' ECCENTRIC --- -- i MEET GRACE WITH 24" MAX. '-0' CH~MNEY, S[AL<SHOVN) CONE SECT10N . " HEIGHT Of SPACER RINGS EX IERNAl- - UNPAVED AREAS ]2 MIN. i- INCLUDING UTILITY ACCESS lNTERNAL - PAVED AREAS . THIlUST !lUlCK II FRA"' IC"I< _ ~nL d ! r STEP J;' NOX. STEP "'" "~,\l(tlt- !lOND BR(N<Elt f 16' MAX. JO]NTS TO BE CONf]NED a-RING . --F JDlNTS TO BE caNf"lNED O-RING':-:~~:-':-: THRUST aOCK THRUST BLOCK i GASKET MEETING ASTM C-443 GASKET MEETING ASTM C-443 , . T . t ' PRECAST CONCRETE SECTIONS .-\ -PRECAST CONCRETE SECTIONS TEE (PLANL 1 CONrQRM!NG TO A5TM C-478 ,CONFORMING TO A5TM C-478 f 4' fDR < 21' PIPE 4' FOR < 21' PIPE. TEE (PL.A.t:!L : 5' FDR ) 2]' PIPE 5' FOR) 21. PI?E I .-..1 -l'l::' ~ .-..1 ,-l' ~ ~ ~ "". J c: S' " ~ D/2 T D/2 T lMRUST BLOC!< >'~.. I USE A-LOK SEAL OR APPROVED Er,a;AL '-'HERE USE A-LDK SEAL OR APPROVED EQUAL 'WHERE':" I 1.5'...T- PIPE PASSES 'THROUGH THE MANHOLE 'WALL. 1.:5....T-- PiPE PASSES THROUGH THE MANHOLE VALL. , . -!lOHD BRE....KER 9<lNO!lRE"K[R ! CROSS (PLAN) ~';;S (P~~~.L_- ~ I () 0.' <0 -<1 ~ ~- ~ -n :t"'" ----1 CO FOR DEPTHS LESS THAN 6 FT, FOR DEPTHS GREATER THAN 6 FT, N,T,S, ,-) -< ,;::::: ~ N,T,S, N,T,S, '-__ ,_. - 1., ;!: THRUST BLOCKS ARE REQUIRED AT PIPING DIREC1l0N CHANGES, AT-DEAD rT I '" ... ENDS, AND AT FIRE HYDRANTS. THRUST BLOCKS SHALL BE .-< r~ 1 I 1 ti POURED-IN-PLACE CONCRETE 2.000 PSI ~INI~U~ STRENGTH AND -SHAtQ 5: G !!j BE. CAST AGAINST A SOUD. UNDISlURBED EDGE OF TRENCH FOR ~ING, ::... 0 . PAVEMENT PAVEMENT NO BOLTS, JOINTS, OR DRAIN HOlfS SHALL COME INTO CONTACT WHf.I:,THE q 8: CONCRETE THRUST BLOCK AND THE PIPE SHALL BE WRAPPED IN "II1-lH A ~ tIQIE; PLASTIC SHEET AT THE CONCRETE BEARING SURFACES, -D ~ C\J PAVED AREAS 11IICUJOE LONGrnJOINAL lHRUSTBLOQ<. QUf.NllTlES ft~! I- It( (BACK Of' CURB) """,0 lR""",S'lERSE PIPE SIZE DEADENJ 10"SEND 460BENJ 11.25"OR i () ~ $TORM SEWER SYS1EMS IN STREET, OR TEE 22.6. BEND I UJ. I TRENCH BACKFILL TRENCH BACKFILL 6- 6.0 B,O 4.5 2.5 a c:o QAANULAR BACKFILL GRANULAR BACKFILL ao 10.0 14.0 7,5 4.0 I UJ W a: C\J _~D~) ~E~DI~ ~ ~~e i l a ~~~ ~~ ~ Zl-~ GRANULAR MATERIAL. COMPACTED TO 95J1; BEDDINC BACKFill ANI) BEDDING MA TF"RIAI S co 0 :a.: Z M ""' STANDARD PROCTOft DENSITY GRANULAR MATERIAL. COMPACTEO TO 95" ~ a: w .1. I Ii STANOARD PROCTOR DENSITY VJ ;... (INCIDENTAL TO PIPE INSTALlATION) (INCIDENTAL TO PIPE INSTALLATlOO) A. GRANULAR BACKF'IU-: PER CURRENT lOOT SPECIFICATIONS, PLUS t:u Cl ::2!: 0 I )( I I FIF'E O.D. PLUS 24" (~AX.) SUPPLE....ENTAL SPECIFICATIONS AND SPECIAl PROVISIONS ~ ~ tu ~ ~ " " B, SUITABLE BACKFIlL SUITABLE BACKFILL AND BEDDING FOR PIPES AND t;j LU ~ 1f ~ ~ .~ STRUCTURES SHALL BE APPROVED SUITABLE MATERIAL OBTAINED ::2: I- a.. ;!! ~ FOR RCP STDR~ SEWER PIPE FOR PVC SANITARY SEWER PIPE FROM SITE OR FRO~ OFF-SITE BORROW AREAS, ~ATERIAL TO BE ~ LU ~ ::;; b J: ci N,T,S, N,T,S, FREE OF FOREIGN SUBSTANCE. DEBRIS, LARGE STDNES, ROCKS (1.5"), 0 ~ CI: - LU ._ d ROOTS, ORGANIC OR FROZEN ~A TERIAL. EXP ANSIVE ~A TERIAL, AND a ..J LU Z ..., ~ t ~ OTHER DELETERIOUS ~ATERIALS, SEE DETAILS ON ORA'MNG AND/OR lJl a. 0> 1ii 0" ~ Ii: TYPICAL DETAIL ORA'MNGS TO THE LEFT FOR TYPICAL EXTENT OF "" ~ a tii g: ~ ~ ~ SELECT BEDDING MA TERIAL ~ a.. ~ C, GRANULAR PIPE BEDDING: CLEAN CRUSHED STONE; COMPLY 'MTH ~ FOLLOWING GRADATION, DEPENDENT UPON PIPE DIAMETER. DATE 12-21-1)4 ~ PA'v'EMENT SEVE PIPE 4"-18" DIAMEiER PIPE OVER HI" DAMElERI DRAlNN JBW .... (pERCENT PASSING) CPERCENTPASSlNGL! CHKD CfNI S 1-112" 100 1 APAOV. CR'N iii 1" 100 95-100 . i JA" 80.95 ~70 PROJECT NUMBER . . ~_ 35-60 25-50 ~ TRENCH "''''ell. TRENCH "ACKFU 3I!l" 20-40 ,..,. 04043 ~ SUITABLE SACKFUl.. COMPACTED TO 90X CRANULAR BACKFILL NO,4 Q..6 0-5 O4041iK.IlElOO2 ;,r; STANDARD PROCTOR DENSITY (SEE BID ITEM) g (INCIDENTAL TO PIPE INSTALlATION) D, ALTERNATE GRANULAR PIPE BEDDING MATERIAL: lOOT 4120.04 ClASS SHEETmtE S BEDDING BEDDING A CRUSHED STONE MAY BE USED IN STABLE TRENCH CONDITlONS AS ~ GRANUlAR MATERIAL, COMPACTED TO 99 GRANULAR MATERIAl, COliolPACTED TO 95" APPROVED BY THE ENGINEER SAND BACKFILL IS NOT PERMITTED. TYPICAL 2! STANDARO PROCTOR DfNSlTY STANDARD PROCTOR DENSITY CROSS S. (INCIDENTAL TO PIPE INSTALlATION) -(INCIDENTAL TO PIPE INSTAllATION) E. EARTHEN TRENCH BACKFILL SHALL CONSIST OF SUITABLE JOB SECTIONS & ~ PLUS 24- (MAX.) PLUS 24" {!.lA.x) EXCAVATED MATERIAL PLACED IN ONE FOOT UFTS AND COMPACTED TO DETAiLS .- :> . eDl! STANDARD PROCTOR OENSlTY, THE TOP SIX INCHES SHALL BE ~ LOOSELY GRADED TOPSOIL i fOR PVC STORM SEWER prPE fOR DIP WATER MAIN PIPE SHEET NUMBER II N,T,S, N,T,S, 8,02 &" ~ R~ N BROS - 3715 (625) - - 8J -52 . !l fi' - ~ " SlOE'NAIJ( ~t ~ "I J~5~ II ~ I~I ,I ~~ . I: ~ - 0 I ~IH ~ I: . N 1 r Ii NOlt, ~ {LOWESTNOZZlESt.lUSTBEHLEAST I! 1'-6" ....ND NOT ~ORr THAN Ii TR....CEl<.....RESTATlON 1.-11....1l0VEflNISHG""Di:. J- 'THICK CEll..lJI..AA CLASS tHERMAL S. STAINLESS STEEL. I !NSULATlON W!15 mil PVC JACKET SCH 10, PIPE I {jj, , l I I i I z \ ~ I ~ 6".. DIP w~ F1..ANGE ON ONE END ~~I , u SHOP FAB ICAW BOLT lOK SPIGOT !::1Jj , 1 " <.3~ , "' 0 . I BRIDGE ABUThlENT I I , ! I .-:> , I 0". DIP 4..5" M.J. OBOW = = ! o <I' I COtlCRtTE lWNST BLOC!( POOREO.o.GAINST .2'0 ...." U"lDISlURatDSOll .-=:_ rn \1 i 00 NOT CO\lfR IfYDR....n -UNOISTUR8EOSOll. ):'~ _\ cO __ OR....NHQi.ESOR TRACEllWflrS _-<.. \ r- '" o -L-, ~ -- j , ti _-Ie \ \ .., NOTES: -<i-- :p=" '-t >- 1, ""AI' mE HYDRANT. PIPE. ""lV(, """-'IE BOX AND TEE OR ELBOW S"' OIP WATER MAIN PIPE - '" :;J; LJ trl IN F'LASllC"'55P'EClf'CI. a 2'INSULL TIl"'-CU1'MRE A,SSi"O\'.tlON OET,t,IlrDOOA'MKC"TR"CER -')J _ J. ~:~L~~T~~;l1-('l1.(NE (Nc....snmn ON PiPE, VALVE. VA!.VlE!OX 0""- 0 If . z./' .' <lRE~RANT"'NDmT1NGs. ~ rv N .r:- l!l 1-, N.T.$. &l'f N,T,S, a$ UJ UJa:N (.:J (.:J ll.!f?. i o <enl!l - ZI--- 3- THICK CElllJLAR GLASS THERIolAL ffio<l:Z~ INSULATION WI 15 mll PVC JACKET 1-~a:UJch '" L.TOP OF S1DEWAU< 6" STAINlESS STEEL.,. ." SOH 10, PIPE UJ 0::;:0 ~ UJI-I-UJa: x =J a:ZUJe;CIl ~ I NON-SKID BOLT DO\llN UD 0 WATER MAIN NOTES, tn~~a:* 11 3:~tn~ti ~ I I'- i WATER MAIN WORK SHALL BE IN ACCORDANCE WITH THE PLANS AND 8::s ffi z!OJ~ .t: SPECIAL PROVISIONS, ONE COpy OF THE SPECIAL PROVISIONS SHALL BE 7<' f' s.s. BAI..1. VALVE CAST IRON BOX PRESENT ON THE WORK SITE AT ALL TIMES, L1ifue;~fe i!l "-5- X 1'-6" WllH SUBMIT TO THE ENGINEER THE FOLLOWING DRAWINGS OR DETAilS FOR ::;:a:OCIlll. r N.P.T. 'XX' COUPUNG ~ CUTOUT IN BOTTO... ~ FOR PIPE APPROVAL PRIOR TO INSTALlA 1l0N, ONE COpy OF EACH WITH APPROVAL on N,T,S, STAMP SHALL BE KEPT ON THE WORK SllE AT ALL TIMES. 8 1- PIPE LAYOUT WITH VALVES, FITllNGS, AND HYDRANTS SHOWN DATE 12.21-04 1<' 8" STAINLESS STEll.. DRAWN JBIN fi SCH 10, PIPE 2, VALVES CHKD crm 3, HYDRANTS APROV. crm M' 4. FITTINGS 0 IL 5, BOLTS .; t EXTEND -m,o,CER WIRE l)P 6, JOINTS PROJECT NUMBER , H'rOR.....<ra...RREL10 LOCATED NEAR HIGH POINT OF WATER MAIN m,o,C(R WIRE ST....TION TO 7, THRUST BLOCK DESIGNS AND DETAILS 04043 Ei N.T.S. INTERNA.LTERt.lIN,o,LSolNO B,o,cx DOWN iil NDlE,C/lREt.lUSTBE (XERSlZEOTO WHEN WATER MAIN TRENCH IS UNDER ANgLOR WITHIN 5 FT. OF PAVED ~-~ ~ PII<:SERV(Tl-IElNlECIIITYOFTHE AREAS, BACKFllL SHALL BE COMPACTED ASS A CRUSHED STONE INSULATION ON TI-IE mACUl WlRL CONFORMING TO lOOT STANDARD SPECIFICAllON 4120,04, SHEET Tffi.E ~ VAt'lt-OONOT 1l'PICAL 'lUNm.o.a:IIW1I1E 2 NST,o,ll CRO~D 1100 A~~~1!t1 BOX CROSS i E)(ISTINCPIPE AND riTTING SYST!lollERIolINIoL POINTS. USE CLAlolP TO SECTIONS & CONNECTTRACER'MIIEro ~ CROlJNOROO. DET,,"LS " - 'i ;< M SHEET NUMBER 1\ ~ N.T.S. B.03 &, 8 REV '" N 3715 (626) - BROS - - 8J - 52 . 8~ u I U' c ;;1 ESTIMATE OF QUANTITIES .. . I~L ITEM NO, ITEM CODE DESCRIPTION UNITS DIVISION 1 DIVISION 2 TOTAL . ~l J: 1 2101.Q850001 CLEAR+GRUBB ACRE 0,21 0,07 0.28 . ,. II I ~! ~ ::i 2 2102,2710070 EXCAVATION, CL 10, RDWY+BORROW CY 322 117 43S ~ ~~ . .- 3 2104,2710020 EXCAVATION,CL 10, CHANNEL 385 385 E ! ~~ . !' Cy ~ . 4 2105-8425005 TOPSOIL, FURN+SPREAD CY 100 100 " .; ~ ~ ~ I: ~ ~! 5 211Hl174100 GRANULAR SUBBASE SY 2110 2110 ]~ [ i! 6 2115-0100000 MODIFIED SUBBASE CY 50 50 100 7 2213.7100400 RELOCA 110N OF MAIL BOX EACH 2 2 Ii 8 2301-ll685100 BRIDGE APPROACH SEC110N SY 111 111 uj S 230H033070 SlDIS-F PCC PAV'T, CL C CL 3,7" SY S15 18S 1104 1 10 2301,1083070 SlDIS,F PCC P A V'T, CL M CL 3, 7" SY 125 125 t I 11 2303-0013500 HMA(100,OOO ESAL), BASE, INlER, OR SURF, 112 IN MIJ<; NO FRIC, REQD, TON 10 10 , 12 2303-3400000 ADJUSlMENT OF FIXTURE EACH 1 1 i 13 2312-8260051 GRAN SURF ON ROAD,CL A CRUSHED STONE TON 125 75 200 1 14 2401-6745625 REMOVAL OF EXISTING BRIDGE LS 1 1 , . 15 2402-0425030 GRANULAR BACKFILL CY 170 170 . 16 2402,2720000 EXCAVATION, CL20 CY 302 302 , 17 2403-0100010 STRUCT CONC (BRIDGE) CY 250.4 260.4 ~ r 18 2404.7775000 REINFORC STEEL LB 8149 8149 ! 19 2404,7775005 REINFORC STEEL, EPOXY COATED LB 31245 31245 I 20 2414-6424120 CONCRETE OPEN RAILING LF 10S,2 100,2 I . 21 2414-6460000 ORNAMENTAL METAL RAIL LF 85 85 , , 22 2501-5425042 PILE, DRIVE STEEL BEAR, HP 10X42 LF 530 530 r-' ! <= 23 2501,5550042 PILE, FURN STEEL BEAR, HP 10X42 LF 530 530 9 "'" . u' i 24 2502-8212014 SUB DRAIN, LONGllIJDINAL, 4" LF 530 530 -or, . 25 2503-4470410 INTAKE RA-41 EACH 1 1 :::.':0 r<1 -n I I 26 2503-4470430 INTAKE RA-43 EACH 7 2 S YJ cO - , 0--"- I .- 27 2503-4470630 INTAKE RA-63 EACH 1 1 - 28 250~5OO STORM SWR UTILITY ACCESS RA,50 EACH 5 5 ~r' II" "' .--\.... " OJ / ,- ~ 2S 2503-7181036 RMV STORM SWR PIPE </= TO 36" LF 560 560 __ :-....,fn ~-: C\ 30 2503-7325015 SWR, 20000 STORM, 15" LF 73 73 r\:Q ...;... j ~ '2 u 31 2503-7325018 SWR, 20000 STORM, 1S" LF 81 81 ';;1-7--- w i3 32 2503-7325030 SWR, 20000 STORM, 30" LF 77 241 318 Z rv '" J:> ~ 33 2503-7325036 SWR, 20000 STORM, 36" LF 2S 2S ~ . 34 2503-7382006 SWR, PLASTIC STORM, 6" LF 18 18 N 35 2503,7382018 SWR, PLASTIC STORM, 18" LF 214 214 f-'f 0-' 36 2503.7382024 SWR, PLASTIC STORM, 24" LF 142 142 wO;> -, , 37 2503-7382030 SWR, PLASTIC STORM, 30" LF 187 187 0$ 38 2504,7055008 SWR, DUCTILE IRON SAN, 8" LF 60 60 W Wa:N 39 2504,7080021 SWR, CONC SAN, 20000, 21" LF 6 6 (') (') (L B I o <(U)"'I 40 2504-8462510 SAN SWR UTILITY ACCESS (PRECAST) (RA'51) EACH 3 3.._ a: ~l-r::: 41 2504-8462520 SAN SWR DROP UTIL ACCESS (PRECAST) (RA.52) EACH 1 1 OOO~t5'? 42 2506-4S84OOO FLOWABLE MORTAR CY 5 2 7 t;j~O::q3 43 2507-6750600 REMOVAL OF INTAKES AND unLlTY ACCESS EACH S 9 W1-tLi~a: 44 2507-8029000 EROSION STONE TON 300 300 a:ZwOOO 45 2510-6745850 REMOVAL OF PAVEMENT SY S5S 314 1273 tn~a:a:,," " 46 2511-6745000 REMOVAL OF SIDEWALK SY 170 168 338 5Wf-(Lf- OU):;;:O- :'i 47 2511,7526004 SIDEWALK, PCC, 4" SY 191 168 35S o a:- 1 ,;; 48 2515-2475006 DRIVEWAY, PCC, 6" SY 102 102 O::;WZ~ti ",' 4S 2515-6745600 REMOVAL OF PAVED DRIVEWAY SY 102 102 ;;'j fb 6 ~ ~:3 ~ ~ 50 251S-6745175 REMOVAL OF CHAIN LINK FENCE, AS PER PLAN STA 1.3 1,3 ~ a: o !I) a...g: M 51 2521J.8445110 TRAFFIC CONTROL LS 0.8 0,2 1 " 52 2533-4!l8OOO5 MOBILlZA 110N LS 0.8 0,2 1 ~ 53 2535-2000460 SEGMENTAL RETAIN WALL SF 756 756 DATE 12.21..()4 ~ 54 2598-3380010 FIRE HYDRANT ASSEMBLIES EACH 1 1 ORA""" JTL % CHKD CAW ~ 55 2598-3778006 GATE VALVE-VALVE BOX, 6" EACH 2 2 APROV. CAW ,; ..; 56 25S~805606 WATER MAIN, DUCTILE IRON, 6" LF 320 320 u 57 25S~8102OO WATER MAIN FITTING LB 1420 1420 $ PROJECT NUMBER 58 25Sg..SGGGoo5 AIR RELEASE VALVE AND PIT EACH 1 1 04043 ~ 59 25W-SGGGOOO SEWER, SANITARY, (PVC TRUSS) 8" DIA, LF 44 44 60 25W-9999Q09 SEWER, SANITARY, (PVC TRUSS) 10" DIA, LF 78 78 ~~, g 61 25!l9.S99!lOOO ORNAMENTAL METAL RAIL ATOPEN RAIL LF 87 87 ~ SHEET mLE 62 25!l9,S!l99OO9 ORNAMENTAL METAL RAIL AT SEGMENTAL WALLS LF 105 105 <;i 63 25!l9.SGGG000 WATER MAIN, STAINLESS STEEL, 6- LF 62 62 ESTIMATE OF .. 64 25!l9,9!l99OO9 SLEEVES, LONGrTUDlNAL IN BRIDGE STRUClIJRE, PVC, 6" 10 LF 126 126 QUANTITES < ~ 65 2601,263S010 SOD SQ 59 186 245 -.@ 66 2601-2643110 WATER,SODlSPEC DITCH CmvSLOPE PROTECT MGAL 0.1 0.1 0,2 , 67 2602.{)OOO020 SILT FENCE LF 248 143 3S1 ::! 68 2602.{)000110 BALE,DITCH CHECK EACH 50 10 60 SHE!":. NUMBER ;<; C,01 ffi '~ .8 REV '" N BRDS - 3715 (626) - - 8J -52 . ij " I .' .. ,. . .' ESTIMATED REFERENCE INFORMATION ESTIMATED REFERENCE INFORMATION ~ I ' ~~ <, ITEM NO. ITEM CODE ITEM DESCRIPTION ITEM NO. ITEM CODE ITEM DESCRIPTION ~ ~~ ~ i~ 1 2101.0850001 CLEARING AND GRUBBING 17 2403-0100010 STRUCTURAL CONCRETE (BRIDGE) b I ~ . il A, "!HIS ITEM INCLUDES lHE REMOVAL OF TREES AS SHOWN ON "!HE PLANS OR AS APPROVED 18 2404-7775000 R8NFORQNG STEEl ~I l.li ~ !. ~!i Ii ~ .. BY TI-iE OWNER. CWV. 1 REMOVALS ARE TO BE WI1HIN lHE LlMllS SHOWN ON 1HE PLANS. COORDINATE 1. 24.04-7775005 R8NFORCNG STEEL, EPOXY COATED i: .c !ill!: SELEC110N OF lREES TO BE RE.MOVED WnH mE OWNER PRIOR TO BEGINNING lHlS WORK ITEM. 20 2414-6424120 CONCRETE OPEN RAILING V'l -v "- ,; B, "!HIS ITEM WILL BE PAID BASED ON "!HE PLAN QUANlTTY O~Y, A. THE CONCRETE RAIL IS TO BE BID ON A LINEAR FOOT BASIS MEASURED FROM END TO END OF RAIL. J~ [ h C. "!HIS ITEM INCLUDES MISCELLANEOUS TREE AND SHRUB REMOVAL AND 1RJMMING OF TREES BID PRICE FOR CONCRETE OPEN RAIL SHALL BE FULL COMPENSATION FOR FURNISHING ALL MATERIAL, " PRIOR AND UPON COMPLETION OF CONSTRUCTION ACTIVITY. EXClUDING REINFORCING STEEL. AND ALL EQUIPMENT AND LABOR REQUIRED TO ERECT THE RAIL IN ". !, 2 2102-2710070 EXCAVATION, CL 10, RDW'Y+BORROW ACCORDANCE WITH THESE PLANS AND CURRENT SPECIFICATIONS. " A. llilS IlEM INCLUDES THE REQUIRED ON-SlTE EARlHWORK TO ESTABLISH THE GRADES AS 21 2414-6460000 ORNAMENTAL METAL RAil ... ,~ I SHOWN ON ll-lE PlANS. A. THE METAL RAIL IS TO BE BID ON A UNEAR FOOT BASIS MEASURED FROM END TO END OF RAIL /At! , CUT: 439 CUBIC YARDS BID PRICE FOR METAL RAIL SHAlL BE FUll. COMPENSATION FOR FURNISHING All. MATERIAL, I , FILL: 404 CUBIC YARDS QNCLUDES 30 % SHRINKAGE) INCLUDING ANCHOR BOLTS AND GROUT, AND ALL EQUIP. AND LABOR REQUIRED TO ERECT THE RAIL IN ! B, OVERHAUL SHALL BE INCLUDED IN 1HE UNIT BID PRICE, ACCORDANCE WITH THESE PLANS AND CURRENT SPECIFICATIONS. C. THIS IlEM WIll. BE PAID BASED ON lHE PLAN CUT AND FILL QUANTITIES ONLY. 22 2501-5425042 PILE, DRIVE STEEL BEAR, HP 10X42 ~:o . , " , D. EXCESS MAlERlAL SHAll. BE I-lAULEDAND DISPOSED OF OFF-SflE AT A LOCATION PROVIDED 23 2501-555000&2 PILE, FURNISH STEEL BEAR, HP 10X42 ~ . BY THE CONTRACTOR. 24 2502-8212014 SUBDRAIN, LONGITUDINAL, "" 3 2104-2710020 EXCAVATION, CL 10, CHANNEL A. POROUS BACKFILL SHALL BE CONSIDERED INCIDENTAL TO THE UNIT PRICE. ~a: t A. BOUNDARIES OF lHlS QUANllTY ARE SET BY THE RlP-RAP PLACEMENT AS SHOWN ON lHE PLANS. 25 2503..u70410 INTAKE RA"'1 <..;w f B, "!HIS ITEM SHALL BE PAID BASED ON THE PLAN QUANTI'lY ONlY. 2' 2503-4470430 INTAKE RA-43 ~ , 4 2105-8425005 TOPSOIL, FURN+SPREAD 27 250~70630 INTAKE RA-63 0 , A. INSTALL TOPSOIL ON ALL lEMPORARY CONSlRUCTION EASEMENT AREAS AND AS NOlED ON TIE PLANS. 2' 2503-4480500 STORM SWR UTIUTY ACCESS RA-SO , 29 2503-7181036 REMOVE STORM SWR PIPE LESS THAN OR EQUAL TO 36" I B. METHOD OF MEASLREMENT - THE TOPSOIL PLACeD WHERE SHOWN ON TrE. PlANS SHALL BE MEASURED. ; 6" OF TOPSOIL SHALL BE PLACED IN ALlLOCA1l0NS AND AS DlREClEO BY 1HE ENGINEER. A. THIS ITEM INCLUDES THE REMOVAL AND DISPOSAL OF ALL PIPE MAlERlALOF ANY SIZE AND TYPE. ,..., , B. THE LENGTH OF STORM SEWER PIPE SHAll. BE FIELD MEASURED BY lHE OWNER. = ! C. BASIS OF PAYMENT - CONlRAClOR SHAll. BE PAID BASED ON lHE CUBIC YAROS OF llJPSOIL PLACED. S2, = , 5 2111~174100 GRANULAR SUBBASE C. ALL PIPE ENDS TO BE ABANDONED tN PLACE SHALL BE PLUGGED WITH CONCRE1E(INCIOENTAL TO en THE UNIT BID PRICE) -r1 I A, 6" THICK GRANULAR SUBBASE (GRAOAlION 12 OR 14) SHALL BE PLACED UNDER ALL S1REET PAVEMENT n (""l , ANO SHALL EXTEND 2' BEHIND "!HE BACK OF CURB, 30 2503-7325015 SEWER. 20000 STORM, 15" J>-j 0:> 11 I 6 211 5.01 00000 A. ALL STORM SEWER PIPE SHALL HAVE BELL AND SPIGOT JOINTS WITH O-RING GASKET JOINT - MootAEO SUBBASE PER ASlM 0143. r'--'-' I \- A. UNIT PRICE SHALL INCWOE lHE REMOVAL OF UNSUITABLE SUBGRADE AND THE: INSTALLATION OF ::::ICJ - I CLASS A ROADSTONE, B. OUTLET PIPE SHALL BE ATTACHED TO BRIDGE ABUTMENT WALL. SEE PLANS FOR DETAilS. \T1 . C. GRANULAR BEDDING AND REQUIRED GRANULAR BACKFILL AS SHOWN IN THE DETAILS SHALL BE <-' 00 7 2213-7100400 RELOCATION OF MAil BOX :: . l-r\ ~ ~ i? A. ITEM INCLUDES RELOCATING ALL MAILBO>lES LOCAlED WllHlN lHE PROJECTUMITS. CONSIDERED INCIDENTAL. " -"> \...J ;! 31 2503-7325018 SEWER, 20000 STORM, 18" . U -. C5 00 , LOCAlION OF MAILBOXES SHALL BE SUCH THAT MAIL DELNERY SERVICES ARE MAINTAINED t; A. ALL STORM SEWER PIPE SHALL HAVE BELL AND SPIGOT JOINTS WITH O-RING GASKET JOINT .2.::: /' "!HROUGHOUT"!HE PROJECT. -<: w PER ASlM C443. )::> N (3 B. LPON COMPLETION OF lHE PROJECT 1HE MAILBOXES SHALL BE RE-INSTAUED AT lHEIR ~ '" B. OUTLET PIPE SHALL BE ATTACHED TO BRIDGE ABUTMENT WAll.. SEE PLANS FOR DETAILS, 0- . ORIGINAL LOCATIONS. C. GRANULAR BEDDING AND REQUIRED GRANULAR BACKFILL AS SHOWN IN THE DETAILS SHALL BE 8 2301-0685100 ~OGEAPPROACHSECTlON CONSIDERED INCIDENTAL. N A, "!HIS ITEM SHALL BE CONSlRUClED ACCORDING TO STANDARD ROAD PLANS Rf(,19A AND Rf(-19D, 32 2503.7325030 SEWER, 20000 STORM, 30" f-"7 O- SEE PLANS FOR AOomONAlINFORMAllON. A. ALL STORM SEWER PIPE SHALL HAVE BelL AND SPIGOT JOINTS WITH O-RING GASKET JOINT way B. SEe PLAN SHEETS ON LOCAllON OF SUB DRAINS. PER ASTM C443. - ' 0<0' 9 2301,1033070 STDlS.f' PCC PAV7, CL C CL 3, r B. GRANULAR BEDDING AND REQUIRED GRANULAR BACKFILL AS SHOWN IN lHE DETAILS SHALL BE W WQ:N A. CONlRACTOR MAY USE 1HE MA l1JRllY MElHOD TO DETERMINE PAVEMENT SlRENGlH AS CONSIDERED INCIDENTAL. ('J ('Jo..e, PER lOOT STD. SPEClFlCAllONS. 33 2503-7325036 SEWER, 20000 STORM, 36" o <{(!)1O - 21-"- AlL LABOR ,MA lERIAL AND EQUIPMENT COST FOR PERFORMING MAlURIlY lESllNG SHAU. A. All. STORM SEWER PIPE SHALL HAVE BELL AND SPIGOT JOINTS WITH O-RING GASKET JOINT ffio~aJ~ BE CONSIDERED INCIDENTAL PER ASTM C443. B, 1\-iIS ITEM SHALL INCLUDE ALL DRILLING AND !lOWEUNG TO EJQSlING PAVEMENT, B. OUllET PIPE SHALL BE ATTACHED TO BRIDGE ABUTMENT WALL. tu~D::2:i3 10 2301,1083070 STOI'S.f PCC PAV'T, Cl M CL 3, 7" C. GRANUlAR BEDDING AND REQUIRED GRANULAR BACKFILL AS SHOWN IN THE DETAILS SHALL BE WI-tu~a: A. CONTRACTOR MAY USE l1-E MA lURI1Y MElHOD TO DElERMINE PAVEMENT SlRENGTIi AS CONSIDERED INCIDENTAL. a:zwOCO PER 100TSlO. SPEaFICAll0NS. 34 2503-7382006 SEWER, PLASTIC STORM, 6" t:;~a:a:,," ~ B. ClASS M PAVEMENT SHAlL BE USED ATlHE INTERSECTION OF CATSKIll. COURT AND PERRY A. PIPE SHAll. BE PVC, CORRUGATED OUTSIDE WAll. WITH SMOOTH INTERIOR, MEEllNG TIiE 5uJt:;~f- ~ COURT TO OPEN lHE SlREET TO lRAFFIC. REQUIREMENTS OF ASTM - F9<49. A MINIMUM PIPE STIFFNESS OF 46 PSI ACCORDING TO TEST METHOD 00a:_0 ,;; C, "!HIS ITEM SHALL INCLUDE ALL DRILLING AND OOWEUNG TO EJOSlING PAVEMENT. ASTM - 2.12 AT 5 % DEFLECTION IS REQ'O. RESIN SHALL BE PERASTM - D17M, CELL CLASS 1245413. o ::J W z ~b :E;' 11 2303-<1013500 HMA(1oo,OOO ESAL), BASE, INTER, OR SURF, 1/21N MIX, NO FRlC, REQD, B. PIPE SHAll. BE PERFORATED, liS 0.. > wOw ~ w 0 <{ a:g :ll A. CONTRACTOR SHALL REMOVE EJOSlING f-t.1A OVERLAY, MILL EJOSlING PCC PAVEMENT, AND INSTALL C. PIPE SHAll. BE INSTALLED ACCORDING TO MANUFAClURER'S REQUIREMENTS. :2:a:ocno...c.. &: 2" ACC OVERLAY,1H!S SHALL BE CONSIDERED INCIDENTAL TO THE UNTPRlCE, D. ALL PIPE FITTINGS SHALL BE CONSIDERED INCIDENTAL TO TI-IE UNIT PRICE. '" B. MATCH NEW PCC PAVEMENT. E. All. JOINTS SHAll. HAVE ELASTOMERlC SEAlS(GASKETSO WHICH MEET lHE REQUIREMENTS OF ASTM - F477. ~ 12 2303-3400000 ADJUSTMENT OF FIXTURE F. GASKETS SHALL INDEX. TWO VALlEYS OF THE EXTERIOR CORRUGA liON. DAlE 12-21~ is A. UNrT PRICE FOR ADJUSlING SANITARY SEWER UllUlY ACCESS TO MATCH _ PROPOSED GRADES. G. GRANULAR BEDDING AND REQUIRED GRANULAR BACKFILL AS SHOWN IN lHE DETAILS SHALL BE DRAWN JTL ::; B, ADJUSlMENT OF SANTARY SEWER MANHOLES INCLUDES INSTALLAlION OF CHIMNEY SEAlS, CONSIDERED INCIDENTAL. SEE TRENCH DETAILS. CHKD CAW N 13 2312~26oo51 GRAN SURF ON ROAD,CL A CRUSHED STONE 35 2503-7382018 SEWER, PLASTIC STORM, 18" APROV. CAW 0 U A. 11-115 ITEM IS 10 BE USED AS A "TEMPORARY SURFACE WHERE THE PAVEMENT IS REMOVED ON PERRY CT. A. PIPE SHAll. BE PVC, CORRUGATED OUTSIDE WALL WITH SMOOTH INTERIOR, MEETING THE ~, TO ALl.OW TRAFFIC DURING STORM SEWER INSTALlA1l0N. REQUIREMENTS OF ASTM . F949. A MINIMUM PIPE STIFFNESS OF 46 PSI ACCORDING TO TEST METHOD PROJECT NUMBER ~ B. "!HIS ITEM IS TO BE USED AS A lEMPORARY SURFACE TO MAINTAIN ACCESS TO ADJACENT ASlM. 2.12 AT 5 % DEFLECTION IS REQ'D. RESIN SHALL BE PERASTM - Dl7M, CELL CLASS 1245413. N 04043 B PROPER1Y DRNEWAYS, B. PIPE SHAll. BE PERFORATED. 8 C. REMOVAL AND DISPOSAL OF MAlERIAL SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM, C. PIPE SHAll. BE INSTALLED ACCORDING TO MANUFACTURER'S REQUIREMENTS. -= ~ 14 D. ALL PIPE FlTTlNGS SHALL BE CONSIDERED INCIDENTAL TO THE UNIT PRICE. M, 2401-6745625 REMOVAL OF EXISTING BRIDGE ;!; E. ALL JOINTS SHAll. HAVE ELASTOMERIC SEALS(GASKETSO WHICH MEET THE REQUIREMENTS OF ASTM - F477. SHEET TITLE ~ A. 11-IIS ITEM INCLUDES REMOVAL AND DISPOSAL OF lHE EXlSllNG BRIDGE INCLUDING All. BARRIERS, HANDRAILS, ABUTMENTS,SLABS, BEAMS AND ALL MISC. ITEMS ASSOClAlEDWllli 1HE BRIDGE. F. GASKETS SHALL INDEXlWO VALLEYS OF THE EXTERIOR CORRUGATION. ESTIMATED .. rflS ANTICIPATED THATlHE ABUlMENTS HAVE DEADMAN ANCHORS AND TIES lHATSHALL BE G. GRANULAR BEDDING AND REQUIRED GRANUlAR BA.CKFILl A.S SHOWN IN 1HE DETAILS SHAll BE REFERENCE . u: REMOVED AS REQUIRED FOR ALL CONSl'RUC1l0N. CONSIDERED INCIDENTAL. SEE TRENCH DETAILS. INFORMATION ! 15 2402-0425030 GRANULAR BACKFILL I , A. lHlS ITEM SHAll. BE FOR niE BACKFILl.ING OF lHE BRIDGE ABUTMENTS. 5' 1<: l' 2402-2720000 EXCAVATION, Cl 20 SHEET NUMBER l\ C,02 ffi ~ '" REV N BRas - 3715 (626) ~ ~ 8J -52 ESTIMATED REFERENCE INFORMATION ESTIMATED REFERENCE INFORMATION ~ f ITEM NO. ITEM CODE ITEM DESCRIPTION ITEM NO, ITEM CODE ITEM DESCRIPTION .. 36 2503-7382024 SEWER, PLASTIC STORM, 24" 51 2528-8445110 TRAFFIC CONTROL ~ I. , PIPE SHALL BE PVC, CORRUGATED OUTSIDE WALL WITH SMOO'TH INTERIOR, MEETiNG THE 25334980005 MOBILIZATION . A. 52 < I ' . REQUIREMENTS OF ASlM . F949. A MINIMUM PIPE SllFFNESS OF 46 PSI ACCORDING TO TEST METHOD 53 2535-2000460 SEGMENTAL RETAIN WALL , ASTM. 2412 AT 5 % DEFLECTION IS REQ'O. RESIN SHALL BE PERASTM - 01784, CElL CLASS 1245413. A. UNITS SHALL BE TANlTAUPE WI'TH A STRAIGHT FACE. ~ . f . or B, PIPE SHI\LL BE PERFORATED. CONlRAClOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL BY mE PROJECT ENGINEER o ' , B. 5i ~ . C, PIPE SHALL BE INSTALLED ACCORDING TO MANUFACruRER'S REQUIREMENTS. C. REFER TO SUPPLEMENTAL SPECIFICA110NS FOR SEGMENTAL BLOCK RETAINING WALL ]~ [ D. ALL PIPE FITTINGS SHALL BE CONSIDERED INCIDENTAL TO THE UNIT PRICE. D. THE I1EM INCLUDES RETAINING WALL MA1ERJALS, EXCAVATION, BACKFILL, SUBDRAIN, REINFORCEMENT, E. All. JOINTS SHALL HAVE ELASTOMERlC SEALS(GASKETSO WHICH MEET THE REQUIREMENTS OF ASTM - F477. BASE MA1ERIAL AND ALL OTHER MA1ERAIL TO CONSTRUCT THE WALLS AS SHOWN ON THE PLANS. F. GASKETS SHALL INDEX TWO VALLEYS OF n-tE EXJERIOR CORRUGATION. 54 2598-3380010 FIRE HYDRANT ASSEMBUES G. GRANULAR BEDDING AND REQUIRED GRANULAR BACKFILL AS SHOWN IN THE DETAILS SHAU BE A, REFER TO SPECIAL PROVISIONS FOR WA1ER MAIN DISTRIBIJTlON SYS1EM. CONSIDERED INCIDENTAL. SEE TRENCH DETAILS. B, THIS ITEM INCLUDES HYDRANT, 6" LEAD PIPE AS REQUIRED, 6" GA1E VALVE AND BOX, mACER WIRE 37 2503-7382030 SEWER, PLASTIC STORM, 30" RECEPTACLE, POLYETHYLENE ENCASEMENT, THRUST BLOCKING, EXCAVATION AND BACKFILLING. A. PIPE SHALL BE PVC, CORRUGATED OUTSIDE WALL WITH SMOOTH INTERIOR, MEETING THE 5S 2598-3778006 GATE VALVE AND VALVE BOX, 6" REQUIREMENTS OF ASTM - F949. A MINIMUM PIPE STIFFNESS OF 46 PSI ACCORDING TO TEST METHOD A. REFER TO SPECIAL PROVISIONS FOR WATER MAIN DISlRIBUllON SYSTEM. ASTM - 2412 AT5 % DEFLECTION IS REQ'O. RESIN SHALL BE PER ASTM - 01784, CELL CLASS 1245413. 56 2598-8805606 WATER MAIN, DUCTILE IRON, 6" B. PIPE SHALL BE PERFORATED. A. REFER TO SPECIAL PROVISIONS FOR WATER MAIN DISlRlBUTlON SYSTEM. C, PIPE SHALL BE INSTALLED ACCORDJNG TO MANUFACTURER'S REQUIREMENTS. B. INCLUDES ALL COSTS TO OPEN TRENCH THE PIPE ACROSS RALSTON CREEK. ALL TEMPORARY D. ALL PIPE FITTINGS SHALL BE CONSIDERED INCIDENTAL TO THE UNIT PRICE. BERMING OF THE CREEK SHAll BE CONSIDERED INCIDENTAL E. ALL JOINTS SHALL HAVE ELASTOMERIC SEALS(GASKETSO WHICH MEET THE REQUIREMENTS OF ASTM - F477. C. THIS ITEM INCLUDES ALL RESlRAlNED JOINTS AS SHOWN ON 1l-lE PLANS. F. GASKETS SHALL INDEX "TWO VALLEYS OF lliE EXTERIOR CORRUGATION. 57 2598-3810200 WATER MAIN FlmNG, AS PER PLA,N G. GRANULAR BEDDING AND REQUIRED GRANULAR BACKFILL AS SHOWN IN mE DETAILS SHALL BE CONSIDERED INCIDENTAL. SEE TRENCH DETAILS. A. REFER TO SPECIAL PROVISIONS FOR WA1ER MAIN DISTRIBUTION SYS1EM. 38 2504-7055008 SEWER, DUCTILE IRON SAN, 8" B. INCLUDES RESmAlNING LUGS AS REQUIRED. A. GRANULAR BEDDING AND REQUIRED GRANULAR BACKFIL.L AS SHOWN IN THE DETAILS SHALL BE 53 2599-9999005 AIR RELEASE VALVE AND PIT CONSIDERED INCIDENTAL. SEE TRENCH DETAILS. A. SEE TYPICAL DETAIL AND WATER DISTRIBUllON SPECIAL PROVISION. SEE SANITARY SEWER SPECIAL PROVISIONS. B. CON1RACTOR SHALL BE PAID FOR EACH VALVE AND PIT INSTALLED. ....., B. = 39 SWR, CONC SAN, 20000, 21" 59 2599,9999009 SEWER, SANITARY, (PVC TRUSS) 8" 0 = 2504.7080021 "" A. SEE SPECIAL PROVISIONS FOR SANITARY SEWER. A. SEE SANITARY SEWER SPECIAL PROVISIONS. ;...-- (') ~ B. All REQUIRED MATERIAL. LABOR, EQUIPMENT AND TOOLS TO MAINTAIN FLOW IN THE EXISTING B, SEE TRENCH DETAILS, <. :.. _ rn -n c. ALL REQUIRED GRANULAR BEDDING AND BACKFILL SHAU BE CONSIDERED INCIDENTAL TO lHE UNIT PRICE):':- - j OJ SANITARY SEWER SYSTEM SHALL BE CONSIDERED INCIDENTAL TO THE UNIT PRICE. - C. CONNEC110N TO DIFFERENT PIPE MATERIAL;S SHALL BE CONSIDERED INCIDENTAL D. CONlRACTOR SHAu.. BE PAID BASED ON lHE MEASURED UNEAR FEET OF PIPE INSTAllED. r-,-'" I ,- O. All REQUIRED TEMPORARY PUMPING AND/OR CREEK DIVERSION SHAll BE CONSIDERED INCIDENTAL 60 2599-9999009 SEWER, SANITARY, (PVC TRUSS) 10" ~__\ ( ..., - r-1 A. SEE SANITARY SEWER SPECIAL PROVISIONS. :-<. 1 -" i I w .. 25O<l-U62510 SAN $WR UTILITY ACCESS (PRECAST) (RA-51) ~ "'" ,--1 g A. SEE SPECIAL PROVISIONS. B. SEE TRENCH DETAILS. - , ::K \ ' ,,J B. SEE STANDARD DETAILS. C. ALL REQUIRED GRANULAR BEDDING AND BACKFILL SHALL BE CONSIDERED INCIDENTAL TO THE UNIT PRICE. 0 c;::; t; , C. ITEM INCLUDES STEPS, A-LOCKS, CHIMNEY SEALS, AND CONCRETE COLLARS. D. CONTRACTOR SHAU BE PAID BASED ON lliE MEASURED UNEAR FEET OF PIPE INSTALLED. Z w 41 25O<l-U62520 SAN SWR DROP UTIL ACCESS (PRECAST) (RA.52) 61 2599-9999009 ORNAMENTAL METAL RAlLAT OPEN RAIL j; N {3 A, SEE SPECIAL PROVISIONS. A. THE METAL RAlliS TO BE BID ON A LINEAR FOOT BASIS MEASURED FROM END TO END OF RAIL ,f:" '" ~ . B. SEE STANDARD DETAILS. BID PRICE FOR METAL RAIL SHALL BE FULL COMPENSATION FOR FURNISHING ALL MATERIAL, C. ITEM INCLUDES STEPS, A.LOCKS, CHIMNEY SEALS, AND CONCRETE COLLARS. INCLUDING ANCHOR BOLTS AND GROUT, AND ALL EQUIP. AND LABOR REQUIRED TO ERECT TI-lE RAIL IN N 42 2506-4984000 FLOWABLE MORTAR ACCORDANCE Wlll-I THESE PLANS AND CURRENT SPECIFICATIONS. f-"( U-' A. ITEM INCLUDES FILLING All ABANDONED STORM SEWER, WATER MAIN AND SANITARY SEWER PIPES 62 2599-9999009 ORNAMENTAL METAL RAIL AT SEGMENTAL BLOCK WALLS w"? lHA T ARE NOT REMOVED DURING CONSlRUCTlON. A. THE METAL RAlliS 10 BE BID ON A LINEAR FOOT BASIS MEASURED FROM END TO END OF RAIL. -, , 00' 43 2507-6750600 REMOVAL OF INTAKES AND UTILITY ACCESS BID PRICE FOR METAL RAIL SHALL BE FULL COMPENSATION FOR FURNISHING ALL MATERIAL, W WO:N A. THIS ITEM INCLUDES THE REMOVAL AND DISPOSAL OF ALL INTAKES AND TYPES INCLUDING FRAMES, INClUDING ANCHOR BOLTS AND GROUT, CONCRETE FOUNDATIONS Willi FORMS AND REINFORCING, (') (')o..se, COVERS AND GRATES. AND ALL EQUIP. AND LABOR REQUIRED TO ERECT lHE RAil IN ACCORDANCE WITH THESE PLANS AND o <((()'" B. TI-iIS ITEM INCLUDES ALL BACKFILLING OF ALL EXCAVATIONS CREATED BY lHE REMOVAL OF INTAKES. CURRENT SPECIFICATIONS. a: ~f-~ .. 2507-8029000 EROSION STONE 63 2599-9999009 WATER MAIN, STAINLESS STEEL, 6" mO(fiE"? A, EROSION STONE SHALL BE PLACED WHERE SHOWN ON THE PLANS OR AS DIRECTED BY THE OWNER. A. REFER TO SPECIAL PROVISIONS FOR WATER MAIN DISTRIBUllON SYSTEM. f-~O~(() "- FILTER FABRIC SHALL BE PLACED UNDER ALL EROSION STONE. THIS SHALL BE CONSIDERED B. PIPE SHAU BE STAINLESS STEEL SCHEDULE 10. ~r-tu~a? INCIDENTAL TO THE UNIT PRICE. C. ALL REQUIRED LABOR, MATERIAL AND EQUIPMENT TO INSTAll THE PIPE WHERE SHOWN ON THE PLANS a:Zwom 45 2510-6745850 REMOVAL OF PAVEMENT SHALL BE CONSIDERED PART OF lliE UNIT PRICE. t0~o:a:~ ::; A. TIiIS ITEM INCLUDES REMOVAL AND DISPOSAL OF ALL PCC PAVEMENT (Wmi OR wm;our ACC OVERLAY) D. CONlRACTOR SHALL BE PAID BASED ON THE UNEAR FEET OF PIPE INSTAllED. 5Wt;:;~f- :'l AND ACC PAVEMENTS OF VARYING THICKNESSES. IT IS ESl1MATED THAT ALL EXIST. PCC STREET PAVEMENT E. INSUL. AND JACKET AROUND THE PIPE LOCATED WI1HIN THE BRIDGE SLAB SHALL BE CONSIDERED INCIDENTAL. OUa:_U THICKNESS IS SEVEN INCHES. .. 2599-9999009 SLEEVES, LONG. IN BRIDGE STRUCT., SCH 40 PVC, SOlV, WELDED, 6" 10 MIN. O::;WZ~t> ..: B. THIS ITEM INCLUDES FULL DEPTH SAWCUTTlNG OF PAVEMENT AS REQUIRED TO ENSURE A CLEAN EDGE <( >-0 ~' 65 2601-2639010 SOD ill 0.... 0(1) ~ ~ , BETWEEN EXlSl1NG AND PROPOSED PAVEMENTS. A. THIS ITEM INCLUDES FULL COMPENSA llQN FOR FURNISHING ALL EQUIPMENT, LABOR AND MATERIALS W <( [La ~ C. THIS ITEM INCLUDES THE REMOVAL OF AL.L BRIDGE APPROACH SLABS. ~O:OCOo....:f M REQUIRED FOR THE INSTALLATION OF THE SOD IN ACCORDANCE WllH lrE PLANS AND SPECIFICATIONS. ~ .. 2511-6745900 REMOVAL OF SIDEWALK ~ A. THIS ITEM INCLUDES FUlL DEPTH SAWCUTTING OF PAVEMENT AS REQUIRED TO ENSURE A CLEAN EDGE B. THE WAlERING OF SOD DURING THE FIRST SEVEN DAYS FOLLOWING INSTALLA1l0N SHALL BE CONSIDERED ~ BE1WEEN EXlSllNG AND PROPOSED PAVEMENTS. INCIDENTAL. DAlE 12-21-04 " ~. SIDEWALK, pce, 4" 66 2601-2643110 WATER-SODlSPEC DITCH CNTUSL.OPE PROTECT DRAWN JTL i} 47 2511-7526004 THIS I1EM INCLUDES WA1ERING OF THE SODDED AREAS BASED ON S1)((6) APPLICATIONS AT A RA1E OF A. THIS ITEM INCLUDES THE INSTALLA110N OF COLORED, TRUNCATED DOME DETECTABLE WARNINGS FOR A. CHKD CAW M CURB RAMPS. REFER TO lDOT STANDARD ROAD PLAN RB-6 FOR CONSTRUCTION DETAILS. ONE(1) GALLON PER SQUARE FOOT OF SOD. APAOV, CAW 0 U .. 2515-2475006 DRIVEWAY, pee, 6" B, TIiE CONTRACTOR SHALL BE PAID FOR WATERING THE SOD AFTER THE FIRST SEVEN CALENDAR DAYS. ~ 49 2515-6745600 REMOVAL OF PAVED DRIVEWAY 67 2602-0000020 SILT FENCE PROJeCT NUMBeR ~ , A. THIS ITEM INCLUDES FULL DEPTH SAWeumNG OF PAVEMENT AS REQUIRED TO ENSURE A CLEAN EDGE A. ITEM IS TO BE INSTALLED WHERE SHOWN ON THE PLANS SO AS TO KEEP SOil FROM LEAVING THE 04043 ~ BETWEEN EXISTING AND PROPOSED PAVEMENTS. PROJECT SITE. ~= ~ so 2519-6745175 REMOVAL OF CHAIN LINK FENCE B, REMOVAL OF SILT, MAINTNANCE AND REMOVAL OF SILT FENCE SHALL BE CONSIDERED INCIDENTAL i A. THIS ITEM INCLUDES THE REMOVAL OF ALL CHAIN UNK AND WOODEN FENCES OF ALL HEIGHTS AS SHOWN TO THIS ITEM. SHEET TITLE ON THE PLANS. BACKFilliNG AND COMPACTING VOIDS FROM POST REMOVALS SHAll BE CONSIDERED 68 2602-0000110 BALES - DITCH CHECK g: INCIDENTAL. A, ITEM INCLUDES INSTALLA110N AND RELOCATION AS REQUIRED BY THE CONTRACTOR'S CONSTRUCTION ESTIMATED i! B. INSTALLATION AND REMOVAL OF lEMP. PLYWD. FENCE WHERE SHOWN ON THE PLANS SHALL BE CONSIDERED PHASING. REFERENCE ilO INCIDENTAL. B. THIS IlEM IS TO BE USED AS A TEMPORARY EROSION CONlROL MEASURE TO KEEP SEDIMENT FROM INFORMATION ~. C. INSTALLATION AND REMOVAL OF TEMP. ORANGE CONSTRUC1l0N FENCE(W! 2~ X4" RAIL ON TOP AND BOTTOM) LEAVING THE PROJECT SITE. lHlS MAY INCLUDE USING THE BALES TO REDUCE THE VELOCllY OF RUNOFF c_ WHERE SHOWN ON lliE PLANS SHALL BE CONSIDERED INCIDENTAL. COMING ONTO THE PROJECTSllE. , g C. lHE UNIT PRICE SHALL BE PAID ON Tl-IE NUMBER OF STRAW BALES USED DURING T11E PROJECT. SHEET NUMBER M ~. MUL llPLE USE OF BALES SHALL BE CONSIDERED INCIDENTAl. C,03 &.. g' REV ~ N BROS - 3715 (626) - - 8J -52 ---~------ STANDARD NOTATIONS ~ f ~ I ; DESIGN STRESSES: PROJECT DIVISION SUMMARY J: ' "' ~ ~ ~ 01-20-84 20\-1 01-20-84 22\-~ OCSlCN stRESSES FOR THE fOllO'fllNC 'MATERIAlS ARE IN ~ 1 ~~ ~ CONTRACTOR Sf.W.l CHECK FOR LOCATIONS OF UTILITIES, DRAINAGE STRUCTURES OR ESTIMATED QUANTITY FOR NEw CONCRETE PAV[t,I[NT INCLUDES AlL INTEGRAl CUR8, ACCORDANCE WITH MSHTO STmDARO SPECIFICATIONS FOO HIGHWAY OMSION 1 OTHER FACILITIES IN THE CONSTRUCTION AREA- ftN( DAMAGE TO SUCH FACILITIES All STREET RETURNS AND SPECW- AREAS or REPAIRS TO CONNECTING PAVOAENTS. BRIDGES SERIES OF 1996 (15th EDITION) EXCEPT AS SHOWN: CONSTRUCTION OF 42' X 42' CONC. SlAB BRIDGE AND Al.L APPURTENANCES ~ i ~~ ~ STREET AND SIDEWAlK PAV(f.4[NT II.lPROVOAENTS rROM l.4tAOQW STREET o l:~ ~ DUE TO THE CONTRACTOR'S CARELESSNESS SHAll 6[ CORRECTED AT HIS OWN 01-20-84 221-4 TO/AND INCLUDING THE BROOKSIDE ORM: INTERSECTION ItJPROV[f.I[NTS 5i ~ ~ ~ EXPENSE. IN ORDER TO AVOID N(f UNNECESSARY SURfACE BREAKS OR PREMATURE SPAlUNG, CONCRETE IN ACCORDANCE WiTH SECTION B.15.2.1 F'c: :: 4000 PSI STORM SEWER IMPROVEMENTS FROM BROOKSIDE DRIVE NORTHWAAt! I~ [ THE CONTRACTOR IS CAUTIONED TO EXERC& EXTREI.IE CARE WHEN PERFORMING REINFORCING STEEL IN ACCORDANCE WITH SECTION B.15.22 r's :: WATER MAIN II.iPROVEMENTS FROM BROOKSIDE DRIVE NORTHWARD 06-22-84 203-2 Nff Of THE NECESSARY SAW-CumNG OPERATIONS FOR THE PROPOSED PAVEMENT 24,000 (GRAIJ[ 60) SANITARY SEWER II.lPROVEMENTS FROM BROOKSIDE DRIVE NORTHWARD DURING CONSTRUCTION OF THIS PROJECT, THE CONTRACTOR WIll BE REQUIRED TO REt.l(NAl. STRUCTURAL STEEL IN ACCORDANCE WITH S(CTlON 10.32.1 SURFACE RESTORATION COORDINATE HIS OPERATIONS WITH THOSE OF OTHER CONTRACTORS WORKING WITHIN OMSION 2 THE :w.IE AREA. OTHER WORK IN PROGRESS DURING THE SAME PERIOD or THE TIME WILL INCLUDE CONSTRUCTKlN OF THE FOLLOWING PROJECTS: 01-20-B4 222-2 SPECIFICATIONS: STORM SEWER IMPROVOAENTS FROI.I THE DOVER STREET DETENTION TO 08TAlN THE CORRECT FORI.I GRADES AT LOW POINTS WHERE INTAKES ARE FACILITIES TO THE SOUTH SID( or BROOKSIDE DRIVE LOCATED, THE CONTRACTOR MUST EXERCISE EXTREME CARE WHEN PAVING FULL DESIGN: AASHTO SERIES 1996 STREET ~D SIDEWAlK IMPROVEUENTS SOUTH OF BROOKSIDE DRIVE THE CONTRACTOR SH/IU SU8WT TO THE ENGINEER A. SCHEDUlE FOR PERfORW.NCE WlOTH PA.)1:M[NTS. lHIS)AAY REQUIRE POURING ONE HAlf Of 1Ht PAVEIolENT AT A SANITARY S[W[R IMPROV[UENTS SOUTH OF BROOKSIDE ORNE or WORK ITEMS, THE COMPLETION OF WHICH IS DEPENDENT ON COMPLETION OF TIME 00 OTHER METHOOS APPROVED BY THE ENGINEER. CONSTRUCTION: STANDARD SPECIFICATIONS FOR HIGHWAY AND SURFACE RESTORATION PRIOR WORK BY OTHER CONTRACTORS, "T THE TIME WORK BEGINS. THIS SCHEDULE WilL BE COORDINATED WITH THE SCHEDULES OF OTHERS 8'1 THE ENGINEER TO 01-20-84 232-5 BRIDGE CONSTRUCTION, SERIES OF 2001 OBTAIN A SCHEDULE THAT IS MUTUALLY ACCEPTABLE. THE CONTRACTOR SHAlL THEN THE CONTRACTOR SHAlL NOT DISTURB OCSlRABLE GRASS AREAS AND OCSIRABLE IOWA DEPARTMENT OF TRANSPORTATION, PLUS PERFORU THE WORK AS TO CONroRU TO THE ACCEPTED SCHEDULE. TREES OUTSIDE THE CONSTRUCTION LIMITS. THE CONTRACTOR WILL NOT BE CURRENT SPECIAL PROVISIONS AND PERMITTED TO PARK OR SERVICE VEHICLES AND EQUIPt.lENT OR USE THESE AREAS SUPPlEMENTAl SPECIFICATIONS. 09-29-92 2Q3-4 FOR STORAGE OF WATERIAl5. STORAGE, PARKING AND SERVICE AREA{S) WILL BE THE CONTRACTOR IS ENCOURAGED TO TAKE FULL ADVANTAGE Of SPECIFICATION SUBJECT TO THE APPROVAl. OF THE RESIDENT ENGINEER. GENERAl BRIDGE NOTES: 1105.15 - VALUE ENGINEERING INCENTIVE PROPOSAl. A PAUPHLET AND 06-22-B4 232-6 BRIDGE IS DESIGNED FOR MSHTO HS20.44 LOADING PLUS 20 CONCEPTUAL PROPOSAL FORU WILL BE AVAIlABLE AT THE SELECT1\'[ CLEARING WILL BE REQUIRED ON THIS PROJECT. ALL DESIRABlE TREES pSF FUTURE WEARING SURFACE IN ROADWAY PRECONSTRUCTION CONFERENCE. OUTSIDE THE CONSTRUCTION lIl.lITS WiU BE SAVED. 01-20-84 204-2 06-07-94 232-8 SLAB THICKNESS INCLUDES 1/2~ INTEGRAl WEARING SURFACE ......, = AlL HOLES RESULTING FROI.4 OPERATIONS Of THE CONTRACTOR, INCLUDING REl.lOVAl THE TOP SIX (6) IOCHES OF THE DISTURBED AREAS SHALL BE FREE OF ROCK AND 0 = Of GUARDRAIL POSTS, FENCE POSTS, OR FOUNQATION BORINGS, SHALL BE FILLED DEBRIS AND SHALl BE SUITABLE FOR THE EST.&BlISHt.lENT OF VEGETATION, SUBJECT <.r' AND CONSOLIDATED TO FINISH GRPDE AS DIRECTED BY THE ENGINEER TO PREVENT TO THE APPROVAl OF THE ENGINEER. 50 ...,., ?==i ", -Tl FUTURE SETTLEMENT. THE VOIDS SHAlL 8[ FILLED AS SOON AS PRACTICAl - 01-20-84 241-,} 0:> .. PREFERABLY THE DAY CREATED NlD NOT LATER TIWl THE FOLLOWING DAY. ANY REMOVAl OF THE OLD INTAKES, OTHER STREET ITEMS NECESSITATING REMOVAl, AND 0-<' I 1- PORTION OF THE RIGHT -OF -WAY OR PROJECT LIMITS (INCLUDING BORROW AREAS BlOCKING ABANDONED SEWERS AND DRAINAGE PIPES IN ORDER TO CLEAR THE NEW :::1(") - m - AND OPERATION SITES) DISTURBED BY mY SUCH OPERATIONS SfW.l BE RESTORED WORK SHAll BE CONSIDERED AS INCI[)[NTAl WORK. THE COST OF SUCH R[1.I(NAl, ,-rj F' /-- \ I TO AN ACCEPTABLE CONDITION. THIS OPERATION SHALL 8[ CONSIDERED INCIDENTAl DISPOSAL AND BLOCKING OF ABANDONED SEWERS AND DRAINAGE PIPES 5J-W.L BE TABULATION OF UTILITIES --"{-n ~ ,~-'1 ~ TO OTHER BID ITEMS IN PROJECT. TEST BORING OATA SHOWN IN THE GEOTECHNICAL CONSIDERED TO BE INCLUOCD IN THE CONTRACT PRICE FOR OTHER lTEl.lS. --n ::;: !',--J G - 0-- a REPORT WAS ACCUUULATED FOR DESIGNING AND ESTlI,iATING PURPOSES. THE 01-19-88 LOCATES IOWA ONE CAlL 800-292-8989 ~..... 7-:::' w MATIRiAl. IN THE REPORT OOES NOT CONSTITUTE A GUARANTEE THAT CONDITIONS 251-1 > (3 THE CONTRACTOR SHAlL BE RESPQNS18LE TO WlNTAIN ACCESS TO lNDMOUAl SAN\1M<< SE'HER CITY OF lIYH.l. CIT'( 119-356-5170 ~ OTHER TIWl THOSE INDICATED WIU NOT BE ENCOUNTERED. -;;; N ~ ..J . PROPERTIES DURING CONSTRUCTION. RELOCATED ACCESS SHALL BE COMPLETEO TO w INDMDUAL PROPERTIES PRIOR TO REMOVAL Of EXISTING ACCESS. IF THE PERMANENT WATER DISTRIBUTION CITY OF IOWA CITY 319-356-5160 ;;: 01-20-84 212-1 ACCESS CANNOT BE COUPLEfED PRIOR TO REMOVAL OF THE EXISTING ACCESS, THE ELECTRIC MIQAl.IERICAN ENERGY CO 319-341-4462 N ::i SOUNDING AND TEST BORING DATA SHOWN IN SOILS REPORT WERE ACCUMULATED CONTRACTOR SHAll PROVIDE AND t.IAINTAlN AN AlTERNATE ACCESS. TEMPORARY f-ll( <<: GRANUlAR SURFACING WILL BE PAID FOR AS A CONTRACT ITEU OR BY EXTRA WORK. NATURAl GAS t.lIOAMERICAN ENERGY CO. 319-341-4462 U-' .... FOR DESIGNING AND [STIt.lATlNG PURPOSES. THEIR APPEARANCE IN THE REPORT TELEPHONE w'? N ooES NOT CONSTITUTE A GUARANTEE THAT CONDITIONS OTHER THAN THOSE OWES! 319-399-7651 -, , 'i INDICATED WilL NOT 8( ENCCltJlffERED 01-20-84 261-1 CABLEVlSION MEDIACOLI 319-351-3984 OiD .. WHERE PUBLIC UTiliTY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS OR W Wa:C\J ici ENCOUNTERED WITHIN THE CONSTRUCTION AAEA. IT 5tW..L BE THE RESPONSIBILITY Cl Cla..!e, .. 04-04-89 213-1 OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE o <((I)'" 0 a: ~I-t:: 0 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PRQ'v1Q[ WASTE AREAS OR BEGINNING OF Nf( CONSTRUCTION. THE CONTRACTOR SHALL AFFORD ACCESS TO SC! DISPOSAl SITES FOR EXCESS MATERIAl.. (EXCAVATED I,iATERiAl. OR BROKEN THESE FACILITIES FOR NECESSARY MOOIFICATlON OF SERVICES. UNDERGROUND cn~ifdj'7 '" ~ CONCRE1E) WHICH IS NOT DESIRABLE TO BE INCORPORATED INTO THE WORK FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PlOnED FROM AVAIlABLE tD<(o::;;g SUlMYS 00 RECOROS, MiO THEREfORE 1HEIR lOCllTIOHS \,lUST BE COHSI[)[R[O ~ INVOLVED IN THIS PROJECT. NO PAYMENT FOR OV[R~UL WILL BE AllOWfD FOR APPROXIlAA.TE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF Wl-tu~a: ~ MATERIAl.. H#.ULED TO THESE SITES. NO MATERiAl. SHAlL BE PlACED WITHIN THE WHICH IS PRESENTlY NOT KNOWN OR SHOWN. IT IS THE CONTRACTOR'S g:djwocn '5 g, RIGHT OF WAY, UNLESS SPECifiCAlLY STATED IN THE PlAHS OR APPRMD BY THE RESPONSIBILITY TO DETERMINE THEIR [XISTINCE AND EXACT LOCATION AND TO AVOID (I)::;;a:a:~ .. ENGINEER. DAMAGE THERETO. NO ClAlW$ FOR ADDITIONAl. COMPENSATION WILL BE N..LOWED TO swbi~f- ..J THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. 0; 06-22-84 213-3 OUa:_U ~ AlL BORROW AREAS, STOCKPILE AREAS, HAUL ROADS AND AREAS USED FOR THE CONTRACTOR SHAll SUPPLY CERTIIlED PlANT INSPECTION FOR STRUCTURAl.. o :5 w z ~0 '0 LiS 0.. > wOw -i t.lANElNERING EOUIPUENT ON THIS PROJECT WILL REQUIRE SUBSOIL TILlAGE TO .Ail CONCRETE ON THIS PROJECT IN ACCORDANCE WITH SUPPLEUENTAl. SPECIFICATION SS W 0 <( a:a 0 5155. LO::: 0 rno...g: rj AV[RAGE DEPTH OF 16 TO 20 INCHES PRIOR TO PLACEI.IENT OF TOPSOIL AND/OR :::i STABILIZING CROP SEEDING. SUCH TILLAGE SHAlL BE ACCOMPLISHED ON UAXll.1UiA 09-27-94 271-9 <<: OF THREE FOOT CENTERS AND AT RIGHT ANGLES TO THE FINISHED SLOP( OF THE A SCRAPE SAt.lPLE wAS TAKEN FROU ONE AREA OF THIS BRIDGE TO GET AN Z u: BORROW. INOlCATK)N OF THE EXISTENCE or THE LE.vU OF TOTAl CHROMIUI.I AND TOTAl LEAD. DATE 12-21-04 "in ANALYSOS OF TOTAL lEAD ON THIS SAMPLE WAS ___ PARTS OCR MILLION (PPU). DPAWN MEL '" ~ EQUIPMENT USED TO ACCOt.lPU5H THE TlLLAG{ SHAlL 8[ EQUIPPEO WITH AN AMALYSI$ OF TOT..6.L CHROt.!IUM ON THIS SAMPLE WAS ___ PPIll. THESE ANALYSES CHKD CR .~ .ARROWHEAD-TYPE SHOE so J.S TO PROVIDE LATERAl DISPlACEMENT AND U~IT THE SHOW THE EXISTENCE OF THESE TWO TOXIC CONSTITUENTS. LEVELS INDICATED BY APROV. BB e MOV[l.lENT or THE SUBSOIL TO THE SURFACE. IT SHALL BE APPROVED B'f THE THESE TESTS COULD CREATE CONDITIONS ABOVE REGULATORY lI1.lITS FOR HEALTH 0 AND SAFETY R[QUIREUENTS. NO OTHER CONSTITUENTS WERE ANALYZED. THE '" ENGINEER FOR THE USE INTENDED. THIS wORK WilL BE CONSIDERED INCIDENTAl TO B100ER SHOULD NOT R[LY ON THE DEPARTMENT'S TESTING AND ANAlYSIS FOR ANY PROJECT NUMBER ... OTHER WORK ON THE PROJECT ANO NO PAYMENT WILL BE Al..LOWED. 0 PURPOSE OTHER THAN AS AN INDICATION OF THE EXISTENCE Of THESE TWO TOXIC 04043 .. CONSTITUENTS. 9 IT IS iNTENDED THAT fOLLOWING SUBSOIL TILlAGE, THE AREA REMAINS IN A .. 0 "lOOSENED" CONDITION. ADDITIONAL COUPACTION OR THE OPERATION OF HEAVY 0 ~' EQUIPMENT, OTHER TIWl REQUIRED FOR TOPSOIL PlACEMENT AND SHAPING SHAlL SHEET TITLE N NOT BE AlLOWED ON AREAS WHICH HAVE RECEIVED SUBSOIL TILlAGE. GENERAL 06-22-84 NOTES & 213-4 STANDARD THE CONTRACTOR SHAlL APPLY NECESSARY ~OISTURE TO THE CONSTRUCTION AREA NOTATIONS ~ AND HAUL ROADS TO PREVENT THE SPREAD OF OUST REFER TO ARTICLE 1107.07 OF THE STANDARD SPECIFICATIONS FOR ADDITIONAl [)[TNLS. SHEET NUMBER C.04 &.. REV . il -gl ~. ~ , I !:' I \ I \ 0' " :., CON1RAC SHAI.L MAINTAIN ACCESS: ro CA7SKILL CT. AT AI.L ;1 !": ' '.........' oi' ~" ;i ~ TlM<S. !fJf..TI1ACTOR SHAI.f_~ 'ljiMiT CONS7RUCTI~ PHASING PLAN '-l Ii 7 I R"'O'IE AN" REPLACE EX "NO ~ I ,~ ~: 0, _ -. -- PRIOR-TO CGtNNINGCONSlf'ft nON FOR OWNER APPROVAL m Ulric. \ (SAN1TARY UT1UTY ACCESS ~ "' ~ ~ ! ~ I I 1'. ~ - OtMARK 11 \ (SEE SHEET hI.31 FOR DEl" LS ti . "! 'il '"i . . " 1lElIO... """......'" 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"STALL 1EllPORARY ~... 10 IlAlNTAIN WA '-~_ C PERRY ~ I {' I J' - i !. ,1, ~ ' ,l"" .. _ . - I - I ~, ~ ~_~~RfS N<<YI& ..---' I n._ .. ,"" Q' \ '$ I, \ -- 0 '. I - J ) C SHAI.l.~~~"1X '~~.""""l'.~J.i'a.....NC ",. V__2~~ _.i r I ' .' \ ~. '. \ 'l; "'i.:":'C - \,-1'1 ) CRANIlI.AJ'r~AC 10 "AlNTAIN ACCESS 10 "'" "-" JI ./ ~ \ I 2703. . a~' V\ ;< r ~ =" :.~ THE """"'CT" '. r" ./" \ '\ , 11 _, , ; '" .. IJ I I I...; , _ '.,..-. "" \ PRESERVEAND(, OTECTTl BE~ \ \ \ . - <\;-! :.: '",....... ~ featun station . NDrthlng Sailing I Ut I /l I L "" . RETAINING 'will T'Y'P.) I I ST'RfJC1fR IfIC .1_' 0 ^ 0 t? , ,- J.._ " 1'1' ...,. ~.. P.I. 09+28.00 9504.14 9848.12, 7 ' I 16' OIlOUY. MILl. ; Z b P.I, ...."" 9027," 9838,88 ." eJ' 17'R .1 -, _. jJi I '" 1 I/'-.. "-. I \ I j. {\ Pee PA T, INSTALL' 2' , '\ '\ \ )> ~ l!j -. P.I. 10+54.20 9617.08 9893.03 3cI: 15' 3rR ~-..___ --lilt "", I i D\ER1AY.vA NeW PA'oDJtNT I '\ \ \ <I i ~ . . ....... .... I.. ..... ..... .... . \ !. . 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'I" ..:.:' :':.'.: I. :. _____ ::..::::.:.......:.:. .: ..:::........ 680 ~ii6~I~D !> '.. ". .... .;.. ..... I . . ..... ....... ........ .....: ... 'I 1 . . . ... . . .... . .. . . '" 0 .. -' !:I- 1 . . : :. . '1' : . . . . . .. .' . . .<0' : . .. M I:. . :: :;:.:. ::'.': ., . ,.. ... r--: . ~ 0 0) ~,. ~ ~, ~ :~: :NOC!:' N~ SHEET NUMBER ~ 675 I". .. :: . ': . . . .. .:: . · : · . : · . : . : .: ::':... . . ~ ..:.: . :? ....::2: ~ :; :g' : Z;' .: .~:.:.:. .0 8: · !2 0 675 0 01 b. ;l- ,.. . . .... , 1"--. . ",..... I"- :, 1"-, I"- I"-- ,,:. I"- ... .. r--,. ....r">- J'-.. ,- f'. ill ili 7+00 8+00 9+00 10+00 11+00 12+00 . REV '" N BROS - 3715 (626) - - 8J -52 - --- . ~ gl E ~ ,t r-l 11l\7.'W\~. '\I)'-\~...'1,. . \' .~- rA' 81 ~ :i ~. . :~~~I~ \ ~\ .~~~ \ '--, ~ 2) \ NOR11ifASTDlN ea.T ON FIRE LllCA1m A ~ I d .e t . L I ,\'1'1 \ , THE NORTHEAST ~ OF THE STREET .::s:. ::J ~ i - d \ ~ FRIENDSHIP STREET 1H1'ERSEC'T1OH. 0 _ ",,; ~I ~ I' / ,~. \ 1 ~ \ \ --.-- ~ " ELEVAllON _ 700..7 ~. ~;; II GRAPHIC SCALE ' ' \ . ~~"~' \l\ \ '\ ' ,/,"""'''' EXJST1N(J roa "' T1tC 1-,\ (('; ~ ""'0'do/ ~ '\\\' .. ~ I H !, ';" .J'" ( " ii, ~, SHaJ(SEENO"4) ~ ! ',\\ \ -] I ! l!l) lv8 0 10 .," "'-l \ \ l 1\\ Ii ___ ' , ,: \ ~', ~ \~~\ \" \ ~\~~ZJI -- (262J ' ~0i \ \ 00 I~?"'\I'~: \\\,9; ~'\ ~ ~ / -- J- ~ ---4 !' ~ \ ,""1 ,0 \ r '\'1\\ 1---:,/ \ \ \ . \)) _' _/ ~ I ,J ~ \ ~\\\ \ Ii' -" _.\ RaIOW AIIC I \ \ fr __-- ! '- "\;' 605 /. ,\A)\\~"I I'J~ ,/J, 0 ~l=RJ 1s ~PCC ,~i_,7 ~_~,X(I ~ i f ~:::..~'-"" ~ ~ANDBlJSHE5i ,,"b!: \ ~11\v)1--\ :', \~,\:~I ~\ '....; '3c+',"O , \ .\ ~ "', . __ ilEMo..-'5'OFIOUoO-"Y,14J.1i:IOST1Nf; ~ l """---.;: ----, I "-~~) sr""", ,zuo... I \1'" ,x. K,-, ~~ rM OF_CH SUoB _....J \...:J ~ \ PCC",....."" AND INSTAlL .. 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" ""', r ~~", ~ ~ ~ \ '... \,s.;~' ..-,' . -;:-. . ,o~\, 2) ~ AT'" MfAllOW STRfET OUTSlllE-'O; I'RO.m' UMIlS. \ I ., '-, 'S:K r.. , :. ;:; \ Y , ilQ'!! ....~.. WON \lOll' OF PROJfCT THE CON RDm'AU., I I' ---.:.. ~~ . " " '" ~ ':':', ' ,'-' - --' ~. . \... 4" CONSTRUC'IlON liTH 2X";JAl1OP ..., ...., I ,~ , ~ ,.''''',' - ~ "':~ "'" ~ .--.."..~_. """,,",AND \ 1\,. AlONOTHE fA5BlENT 1m AT"" 0 ' :5 J "'- ~~' , -">, ; ... '.. ','9-;, ~ ~. ' 0-:: .' =-yPCC) ~"::- ~ T ~;FR1 Au..' ....k....: ...~ l'omrr AU....... RUBS. AND -s: ~ <::::; ------..... " .- \ 1 r -~./~ .< ~ , ,t'. -, _ S S ROIO\E'AND - , ' ,\ SHED CtI PRIVATE. ""- _: rT1 . PRllPER~A~{('NP,). . -:'IQI'I. \0 L-...~t ~-~~ .,." '-b,!~'t ",,' B ~~CCE" ' ,\\ .J ~ :~-.n~~~~~11ESAT2~ )>~ = -11 ~ ."j - """ClO '..ffl;;!' __._",., "~" X:\ ,... s I, FRI ,2Sl"\~."""'MfAllOW"""", \ C) I __ 1>: ,DRI YR)EDQC:~ ';o<-N' :::;", .,. ',1. ./ I. \\ \ __ _ tI) ::.. . !ilfJEWIJ.J(.'. \: "'. . I:) '..j": - I. 'l'J".. 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(/) l.() . :: .. - ..,.., , ,. ...., -. ,- -, .CUR't1: EN. 10,45.00. .. '1-'" ..::. 'I:' ~. ::':. :::: .:: : I':':' a: Z I- r:: · 1 ... .... ~ N . .. .... . ':i~ .. .. .. ~.I.. .. "j .' . . I ...... ... '.1 .' a:J 0 ~ dJ ;h 710 . · . , · . · '.. . . ~...... . . · · .. ... · · · .~ 8.' .1' ....; g...... I . . . I.. . . . · . .. ......... ......... ... . · . . . .. _ 710 8 ~ :: as ~ ~ ~ d..' ... .... .... ,..... ~ .... "'. .....,....c-. ..,... .. A"! "'-pcc' .;. .......r...... . a:ZLlJo>a:J . . I . . ... .. , . ... . ,." . I' . ~r;.~ rn -"'. 1 . . . . f- LlJ . :: : : : :: ~ lli.:' . . . . . . . . I:: .::: L. ~~_ : ;:...:..~ :( d . .r ..J.. I: : : : . : : I: ::. I:'. ::: ~:r3'-HItIA ,m ' I::, : : (/:) ~ a: a: ~ . --- 'j' :::::J ':;,.' '1-'::" :::.1: :.. :. .'~ :~ Q' I:,' _:::,' I:: ... ::::::' "'I: ::: ,. TCH_ , ." ~:~ ::: .0:::: ~ Cl. :; 1705":".0..:.-, .. ... ........ is is' .....:. I' .. ........ I. ..../ .....~ ~.' :........~.:.::: .1.:', ... .. ... I.....:....... 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I < < ..::' I . . . . . . . .. ::' ,\.;, I jJSi'i#-....... ~r : I .' . :' 5;;1 ~~ :. . . : . . .. ." ~~ PROJECT NUMBER N ""1 ...... I' . .... /i'.':':::;;'l-'.:..J" .....-c-.. ..'....:1... I ...... oli-... I' .....:... ..I ... ..... 04043 ~' . .'1 .1 :..:.' 1 .. .'Q":': .....1 :. ..... ... "'}. I:.: .'.1'. .. w.w.....1. .. ...:.....:. .1..... ''''''''' Q I 1 I .... . . ..... .. . I .. ......... 1 .. 'i 685 · . · I · : : : · . . T .. ... . . . .. ..... ....... I: I' . ." :": U: · .. 1 : : .. : : 685 SHEET TIllE :l . . . . . . . '. .-.. . . . . . . . . . . I. . . S N~ .. 0" . . . . . . . . . I. . . . -c-. . . . . 1 . . . . . . . . . . . . ..: . . . . . . . . -c- ... . . . . . . I · · . . · . . .. ..... PLAN AND !l . I' .. : I I .' . c'. I.... ~I ARY ""'R ! . , I · : : 1 . · . . PROFILE 1} I . ..1.... . ,'''~Clla7\'''''''''i'. p,p'. ",sinN. 54,0" ...., '.' .. .1 . .. .... .". .. !!' 680. . . I . . . · · . · .. I........ I . . .. ... . I. . ..... 1 . . . : SAN'" Y SEWER PIP' . : . I. .... 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I..... wO<l:a:~ ! 690 ,11...:....,~,t~..GGROUD .... ..r-~-I-./V II....-TII r-\~//~/u .~~w_1 .. ..i!1 ,I'" ::~,::. ;:; i '/STI>lM""'"" .f..==t---.......".. 1/)4 .. #".-----.lLJ~J'1 ]~ill . ......'1........ '''''1' '685 DRAWN JErN ! 685 _ 705 r-.~~: .~. , : . , :: :,::,.. 7-05: :: _JI!R(I!()$iE1J _ _ : : . - I _ __ __ ~ : : : : : : .. . . . _ I :. . , . . - . - ... . ,. ..: ., - - . . CHKO CFrN - ' i . i. ., 1"/. . '. . ... '.' . ..' ,."..... . , I. ,., f'VC1WI1"lY g' fj ... " ,,, .. I .., I. ., '.1' ..+. -~I APAOY CFm i ... . L ,~.,~v:. < ......... ......... J .. . ~ · .. ....1 ..... 1 . 1 i5~y' I "OS, ... !.. ..! I ....... ... .. i . t'!. I .. .1: ..1". ..I.r-uiSTALL."''''''''''''W. ....... ...,. .. ... · ... .. ......1. ..........1.... .1' ,', I. '.t... i .SANITARY":'.... ........ I .... ,....Uj.."',. '1.. .. II ! PAOJECTNUMBEA I!. 680, ,'001 c I/,N/O,,,,,,'" """ (TYP.; ., .. '00, 1 . . , .I · " , ".,.~,., ",,,,VAL"',, , :..:.L.:.:.,' ,,,, . . .. 1 '''" ., ., I" "",. 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III ...... ..... SHEET NUMBEA ?i 665 . , .. ..... .1. . . .. .1... .1".. " . .I~ . . . . ".. , . . . " . !" I".' .. ,'" . . . . .. ''''....... .Ig . . . . . .. " ....... "....... ... ............. I I. 1 c .... 665 M 11 &, i!i -1+00 0+00 HOO 2+00 3+00 4+00 ' REV '" " BROS - 3715 (626)' - 8J -52 -.------ ..- w u il !'rrMY WAn:'A PnII11TltW Pm:\In,jnnN NO~ l:: ,! /' 1) smMENTAlION/tROSI~ CONTROL MEA&JRES ARE REQUiRED QARDLESS: or THE lIME CF YEAR. THIS Pl.AN AND ITS ASSOQAlED REQUlRENEHTS IT MUST BE D.IPUlENtm OURINQ: 'MNlEA 1I0ij1HS;/oS WEU.----., ~ I' ~ ~ ~:! 2) IT IS THE OONlRACTOR .-Oro~TY TO ON THE SITE AT AU. TIMES. THE COHTROl. MEASURES SHOWN ON THE Pl..AN ARE A MINMUM. E CONTRACTOR SHAU.~DE ADDITIONAL EROSION CONTRa. :c .. t.: ~ " =MEASUU AS NECESSARY TO FU 00.': ~ ~ & ~ ;;:; ~ eK I 3) THE cc.wTRACT'CR IS REWRED TO USE STABlUZAtlON OOHTRa.$ AREAS THAT 'l1I1ll. HOT BE REDlsnJRBED FOR 21 DA'r'S OR MORE. tHE OOHlRACTOR IS OI.Y DoICOURAGE1) PROVlDE STABlUZAlla.l CONlROlS FOR :u I IX ~"';.; ;! to Q A1J. AREAS ON SITE REOARtUSS OF niE liME PERIOD BEFORE . YItU. BE DIS1\JRBEO AGAtI. : ~ tj .g _ ~ ""! j ~ /. ... M-t:CII~ SHALL USE CONlROl.tr.lEASURES AS ~ TO KEEP SOILS-fROIU.EA\1NG 1ME SITE. : E . '%:.. ~ II ~ ~ IN lllE EVEllnHAT $OILS lU.\E 1HE SITE, CUANUP IF STRmSSHA\.I. BE PERFORII ED' ON A-DAILY BASIS AT A MlMWUN AND UPON REQUES'TSY .OWNER'S TAlIVE A1.NO AL COST. .PA&.. IS TO BE ~ I J: ~ i .. \'I.! ~~ SCAPfD IF DEBRIS NlO'utJO NlIl.~, "UO TRAO<S _ lOBE","DVElI AS lHEY _ CREATED,~ SURllOUNDlN. ROADS _ lO BE KII'T FREE IF.DEBRlS Nlll "UD SHAl.I. BE ClEAN Ai fE Elfl) IF OJ g. L: ~i GRAPHIC/SCALE (/ ~\ ij =:YSlT~b..;ATAU.-TlMESINANUPRI ~ -Q..EANI. """'-FENClNG/STRAW......_..i.. i ~~ _O"r 1./1 20 (J 10 20 I ----..~~ COHlRACTOR TO L.OCA - W TO 00H1R0l; EROSON. _ It; - i ~ - ~ /' _ I '8 INSTALl. 51 W -AROUND ST'ORW TAKES" N n1E 51 AROUND toItW INTAKES-AS_11iEY ARE STRUClED. JI !, - Xi ( ~n ~. IS IREIl lO SILT FENCE OR ......W ...... AROUIIl EXCAVA W BEFORE S'1OOCPILE IS -SPREAD. ~ ; ~ ~ _ \, ~q,,, I \ 10 TO U EX'rREWE CAUTION Wtl1.E: IHSTALUNQ 51..T FtNCE OR OTHER EROS! CONTRa.. DEYKES NOT 1'0 AMACE DEROROUND UTlLI11ES. ~ ~ I - ~ - -r - -- -- t ---? - .--.- -- -~ - _ ".:'". -. ~ a l n__ ___ ( Q 11 ~ WATER IS PUWPm FROM EXCAVAlIONS ON SITE. PROYISKlNS SHALL. BE: MADE 1'0 ~ SEDlW!NT FROM n1E WATER tS"" INTO 'tHE 1 - BARRIER III ,"<>"',"", ~~! / 'J~~---'''/ ,,0 ;"." t--~.T1. .1REPUMPNLET-IS"'EMElHOD-IF.........SEllIlENT.WHlLEDi:WAlEIlm-_CXlNSTRUC1Il.""IEMTAllON.....SlOFIL =FROMlHE ""~~I \ 'y[/ ' / _ --- ~_~)i~~ f '- - 1 _ ~_' l' _1~lo <~. '-~) (/'2) WAlER IS ounn FROW A DaJA1ERINC; $'t'S1EM, PRfCAU'OONS SHALL ~ T~ 1\) ENSURE "'MAT EROSIt1f-ouwES DO-woT . ' ~_~ ~~~____ ~ /_.r ,/72' - , . , \..: ';J, . V 13) DIlIlURBEIlliHAl.l.SE._<RADEDNlD~~.~~~ ~, ' ( I I'" "4'"" , .y, .... r'- 1'1.~'- TFENCE(tYP.') _ --72.J"\........ '-~- _ '1_ --- r "-- ~ " ( rv+ _~\ (/'\ ~ I I,,' ) yo) '." - \. . c/ .. <J,- ,,722 . - -0 0.7 o. - n._.... .C),I. ? " . . \..., ,cJ~,-^p . !-m.. _./LC"( ltJ~K' ) k(11 ~ ~ I ~\ /-) I I\....J [ I '" I . 7 . , " 61 ~^ '(.' " ~ .71'. L - \- f): C 1) L \ "" / ~r//. "-......,r ~/ __ - - __ - - '_ _-; I' ) A\. -, r' \' -- r _I _' .::-.- _~ \ ry I ' \, ' ~ -"1____"--/' ,- - ~. '21 -=._ ~ t= -: ~ ~-j:-'\-"-A.A..A:o ' . _"1 ....."...;-' ~ ;7 -, - l' ..I' ~ t /' ,., '------7 \.. --- - -72 -- \....... l._\.y I '...J ~~' " ~ ... '-., fl- ,. ST ~_ 51 -- ST Q .-J~ \ ' ;::s ~ ::l .- -- --- . lc" (f' '" ~ . . /"~ - , _ ~.y ~~ \'J'< J t . I ' '9',1 / ,t 1 I ~ _________ O--:......"..------"'~ .._o.'<l~\. \ / ;:... . I' . 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NECESSARY TO .AIlTAIl ....... FLOW, ..- r - .- I', ~ : " i -.... . I""', f..Y-{..... \ \ I' \ ~ ,0 I ~ ,"-...-...."\ I ~ . ~ ~ 2) ACTED GRANULAR ~~ ~_~ _U IN ALL TftENaiES 'MiERE .=-....... r [l ~ _-.. ~ ~ r: " . PRESERVE AND PRo T [XIS 'G- 0\ .\ \ 'I1f!/'l I ,'~ 'NCY SEWER PIPE I LOCATED UMJER OR W1TttN O' OF NfYI51REET OR _ ~,:r: '4 /' )/./! I r.1 2'"' SANIIf'RY SEWER~E '~~~'" \ .. I \ . . \ li~ \ I PR~"",,, AND >Ron:~.po.nNG"; I \ \ \ - l!A ~ \;~ PA","ENT, :::: I 0 ,',2 _ C...J ti , . I I 0 \ ' I" I \ 54 .~ITARY "'\ ">'0 ,. Iii) TO ~ AND CONNECT . SEWER SEJMCE,UI€ / --)' C) t; II ~ " \ I \, \ :t . \ '4 wrEW.....T..Y.~~ PIPE AT"'. S1REET, <: I ill I _ '.l/,i' ~~~~ . ,,\I\i \ 'n,l' I '\ ' \ \ TOSANTARY-iEWpO.SPEClAL T I )>1 N a _ , ~ ,\ I CJ1 a: \ ..... .... .... ........ .... ...... ......... '\"".' ..... .. I . I I I I a. . .... .., , .. ., . ". " " . .. .. . . . .:: ., . . .... . . . .. . . . I : :.::. .. ... . .... .... ... .'.. .... .: .,." ,', .. i'.. ... C\J . . ... ... . ...' '" 715 I:.:':." · . : : : . , ,: :, . . : , , , : · · : · . . . ... . . ,I. : . ..... : . . ...... · · .1 ' · · · , . . . .' ..,,:...... : : .. .. r------t---- I . . . . .. .. . .+----- . . . .. . 715 ti l' ',' . ..... . ... ... ..... ..... .... ..!. ... .. r-ee 1 .. UJ .. ...... .. .-::: ... ... I -, - ..- ~ ..... .. ... ... 1 · .. I I.... o~ ... .. ... . ... .. , 1 .... ~ ::.::... ... ....... ... . .... ,T'.: .. I I'.. UJ UJCI:~ 710 I... ........ ..... .:... ........:.. . .' j.... .. I: t --r ' - -t.: 710 <D <D a.._ j.. ........ ..... ...... ";..1 .. ... .... ... J. .., .... l-.----=.~---~c-'-l-c .... - ~::r---- ---....------- 0 ~Cf)'" ill:::::::: :: .... .. ::: :STAla 12~~ ~g,; :R!:.:.:': ..... ::.: ., :: vfEXtstINO GRu ND . . I:: a: I- r::: ::.:..::. :: . . :'::""".: ........: .. .. sr. "......)... LT I I,: CD 0 <l: Z M ,.......... ...."'srAl4,!O:,~WTYACa;:~: .:._All.RA-'I2"'" ACCCllI' 1 I I.... zCI:UJcIl o!I 1705......... ......... . . ..li"Jtm':,nPE:.~..~....,CO\IER ... :::.1lA-"TlI""~' .: ~_w.""""""'i>< .... ___ I __-L-_... J .. .:...:...___7051 tD<I;;:~o ~ I......... ....Il~....l:.". .. ..," I 1R-~. ,7,: -ee,.: ..... ... .. "T' .,... . ..... ... I UJf-L.W>CI: ~ ........... ..... ."-..,~J~____-,-. ~~_'__t:=:~?';r,.:=5 ..... I .... ..... .... .1'.' · .... ... ... ... ~~~~: .5 700 I. ...:..: . . . .. . ::.:' . . .. ... : . . .,.,.;.,,~ JO"'/IQ - -; ~ :/ . . . . . r..... AJJUrJ/ENTr., WAll (T'tI',) ... . . ... : I. . . : . '. i. ". 1 : : : : : : . . . .: .:: :> L.W tii a.. f- ~ . . . "1=1. ..., . ..' . . . . ... .. .. . . ... 1 . . . .. .. .. . . . . 700 :> II ;;jj II '. . . ..... .. ....... ......c~' ::.:.:..1.....:. .,.. '~. ....:/:. '-.~I '.... ... .:: .. ...: :.':.1.:. . . .1. ...:. :. .. .:: 0:')CI: L.W . . ... ..... . ..= ........ ........1.... ... "'. ..... ... .... ..... ... ..... ......... ... . ....11>..... ....... ~a..~~3~ ~ ~----.:._..:.:.:. .=" .......0:8' ..0,"% .': .' . .. Pi' ""'.~..~.'.' .. K.. .1.. ..... · .. .... .'. .......... .'. ..}0t..... .... .......'.... ... .1. .. ... ......... ....... .... 695 ::;;.~ 0 CD ff:ll' I .. . ... . '..: . ...... .. . 'J",,~.,. . ''''. . y' . '.'. . ... ...1)..., .. ........1.....-,.,..-1-,- . .' · ........ .- !' ... .. . ..ST.nllN12+7.IS3O'....LT.'".. \' ....11 .. .... ..... ..... .........<!.. ..! ... ...... .. DATE 12.210' ;;; 690 :. :.. ..:: ... ... '..:" .. ..~i.U.11U..TY.. :. :.1 .. 'L.,Z\--' .../ ::: ..:. · '::::::.. . 'i::::: .....[ ....: ... 690 DRAWN JBW It'\ - -~-- ---~...~ --- ------.--~ .., , .. ... .. """"'.-"""" -'. ... ..' '. ----~ ... ... CHKD CFI'N 9. 1 ..: . . . .. :. . · INSTAl ~., WOo .1.CallS . 1 . . 'l' .. . 2'J;I, .. . .. '.. . .. ..... . . .. .. I .. .,. .. .. .. . . .. . . ... .. i :::':" : .~:i~'dJr:~~~::~:':!:: :..' ::~1:.,.' :;;...... :':::::' :: ::::::::. . . .." :[. . : ::: :: . . . :: ::: APROV. CFI'N ~ 685 ....... ........ ....... .. ~..."-=-: "F1lOIItAIlll) ....,.".,... 0: .. .il.. ...... ...... .....11, ...... .. ... 685 PROJECT NUMBER .. . ... .il.... . ....:.,::...:.,. .. .:.$7'A"""".... ...~,...'.T.... ::::.:.F... ....: :::...: I' .... .. ..:: ... 04043 ;;; : . . · ... l'i . : ... ... .. . :" .... ".." [;::""..,.., UWrY """'" .. . .......... . . .. . .. .. , "'. ... .. . .... . !l.' . ..... ........... .;~":"~"""'...co,,,, ... ..... .....1. .. · .. ... I """~ ! 680: . . . . . . . . .. ..:. _ .: <=. : .::. . . ..: ::. IE~. _ .....~.~... ..~.ml.. ". ..' .1 .: : . . . . .. .. . .......... .... '. . .1. . . . · · · . . . .. ... 6801 SHEET TITlE i.,:: ....: i... ,.,.... .... ... ... ......IE._~. 1!. ." .. .. . .'.... ... .~....- ... --==- ~ . . '. . . .. . . . . . ..... ..... .... .. . ~ - _17(/11 . EAST)' . I .... . . .. .. . '1' .. ... '1" ... . .. . .. SANEWEITARYR P ~ ....... .. . '., ... .' "1'" ..... . .. S LAN ~ .. ". · .: . . . . . . ... . . . I.: . . \' . ... ..:: :. ::: · · . · AND PROFILE is 675. ...... . . . . . . .. '.. _ . . '. . . '. , . i' .,.... : . . . :. .. . . : : . . . . : . . i . . .: .. . . . ! . :, . '.:'. :. . : _.:..:._ 675 ~ 1 .::.. .:': .... ......... . .....1... .... ...1.....' ..... ... ....-'- .--=.:.=. : ~ i I' ... . ..... . '" "'. . w.' . '. '" . . <0' . ... .: ........ ..... . .. .. ...... I.. .. .. .. ..... i 1670 I . . 1 ... · ...... · .. ~. ~. · gi... '. . R < .. ~ . ~. '.. . . . .. .. I,. < . < .. ... " " ...:...... I' II! . . . . .. . .' .... ........ 670 SMHEET3NUM1BER ~ ~ -............ -, .. . ... :. ..... . . ...... ill ~ -HOO 0+00 1+00 2+00 3+00 4+00 . REV '" N BRQS - 3715 (626) - - 8J -52 -- -- --------------- ~ f ~ I' ; 60.00" 0 8% GRADE 6.00' 25.00' ROADWAY 48.00' 0 6AX GRADE 86.00' _' ~ ~ ~ ~ (7) PANELS 0 a'-o~ (6) PANELS 0 8'-0. lii 1 '" ~ ~ l ,- ~ .., . f l; ~ ~~ T/lItOL T/l""L ] l;;.rr [ EL 695.0' '\ '-' _~ EL 697.0' _ -1-'tI- , ,/ ~(G~EO' e-._ _ _ _ _ lr _ _ _. _. _~ __" ~J ~ EXIST. GRA-Dr --"- ". "t. _ - - ,_ _ _ ._ . . _.._ .r _ ~ _ J_rm. ... .... ...".., ~~~S~9~~[ [L. 695.75" '- OUTlET fOR EXISTING HOUSE TILE ~- -- ---- ----- ---- --- --- --- NOTE: I RETAINING WALL ELEVATION LOOKING NORTH 1 ~~~:T ':,~F7,'iT~..R.T~~ST~N Jj 1"_8' U,Ql WALL PRIOR TO f"ABRICATlON. .',.. _. ,- '" w GUARD RAIL 8"-0. ~ 1 ~ 0 PROPERTY LINE ~ _____ HSS 3d RAIL - c:;, 0.50' 8.00' CLEAR 2.00' ' ~ SEGMENTAL RETAINING WALL '{ Q ~ . I~ I I ITEM UNITS QUANTITY TOTAl ):-- -\ eJ -n o / _ ':} ~ __ HSS 4~4 POST WEST EAST (-) -" I i .... SEGMENTAl WAlL SF 291 465 756 ':-\ () - r-r-1 FACE or BLOCK WALL . f-" ~ 1 fUTURE _ 3/4 so. BAR RAILING IF 56'-4" 48'-4" 104'-8" -:-< r-r-l ~ C' 2S SLOPE / SURFACED TRAIL _ _--- 053/4" O.C. \ i .::rr:: ) 4"UPUNIT-- .I=~_____~______J~______~ ; 97- ~ 'i/4 I GIRT LENGTH PER UANUF. / .. I .. II I 1 ~ ;..;, ~ 12 L -I ...-.N <0 I I C 3x5 I . f~SH GRADE ~ Ul ;:: o 00 0.0..0 [' , ~ t,lODUlAR BLOCK 0-( / I I :i. I I STANDARD UNIT ~ I ~ REINFORCED I I :i I I 12". SONA W fiNISH GRADE . ./' ../ BACKrlLL [ : ~ I 1-- TUBE, SEE (3 ~.. .~FY. l UNIT CORE FILL I L_J I I DETAIL 5/u.Ol g: . ~ ;~2 ',,-- (3/4" CRUSHED I I ',.;;8... ;;c.&0::,:~,\~-q . '',p I ROCK OR STONE) j"', APPROXIt.lATE L - J N Lcl ~ ~ ../ '- EXCAVATION LINE ~ U? ::;; - - - - ~ GUARDRAIL DETAIL ~ 0 -, :i UNREINfORCED CONe. 4" PERfORATED ORAlN PIPE OUTLET 1"_2' U 01 W a,:> a.. OR CRUSHED STONE 0 SPACING REOUIREO BY MANUf.' J ,..!.... ~ LEVELING PAD wi ROOENT GUARD Rf-19E 0 CO W WQ:N " ~ ~~m ~ TYPICAL RETAINING WALL CROSS SECTION @ ~ 0 <( en ;n ~ l'~Z U.Q1 0: ~ ~z ;::: g mo~w~ ~ ~ ~~o:;;;~ ~ ~n W~~~~ N OCZwOm ~ ~w ~ en:;;; OC OC% q 2" II BRIDGE RAIL, M 5: W ~ ~ ~ ::> -- 1-- r CONC POST {SEE SHEET V.10 (3) 1/2" ANCHOR 0 U ~ 0 cil I r BOLTS wi EPOXY 0 <( OCw Z W... 3:: ,..."....--, , I ADHESIVE -.J _ J() -q ==-- TYP. GUARDRAil, N M _ ~ 0.... > OJ 0 ~ ~ SEE DETAil 3/U.Ol ------- 1 l>ROUT ~ ~ 8 cij g: ~ ~ HSS 3x3 J n I-~ FINISH GRADE <I. TOP RAil . 'f"] Z ", ij u:: MODULAR BLOCK 0 a. DA1E 12--21-04 .'@, HSS 3x1------- ,,~ -~ I ~ 318M PL. 2~M ~"11M " DRAWN MEL C CONC. POST, L _ ~-I ~ (3) 9/16" CHKD CR .~ 3/4" SO BAR -< r SEE SHEET V.08 ~.;.:."l ~ "'" i \ ' BOLT HOLES APROV. BB o 0 5 314M D.C. #5 TiES Ii ~ 8- ct"'" ' M .. H 'io 'I ~--+ PROJECT NUMBER ...,. - C 3x5 . ""'1: _I _ ~.Jr N I o BOITOM RAIL" (4) 15../ '~ ;" t- ~o -.- 04043 ;g VERT. []d .;.,. _.Eil - -.." ' ;g 1M Ii "--0 ~_ o. 12 Ii .. SHEETTlTLE s::I - H';'-~ ~ M M I N ELEvATION viEW PLAN viEW CLEAR .~ - j -f1j>~~ RETAINING HS5 4,4 I WALL DETAILS POST 7 M . GUARDRAILATENDPOST ~ I_~J ~- ,'... U.01 TRAIL POST DETAIL @- BASE PLATE DETAIL ~ = 1'~1' U.01 11/2"-1' U.01 1. SEE SHEET v.10 fOR SHEET NUMBER RAILING CONSTRUCTION U 0 1 NOTES. ..&. REV ~ i 41' -6" x 25'-0" ROADWAY & (2) ~ . 8'-0" SIDEWALKS SINGLE SPAN ~ I " CONCRETE SLAB BRIDGE HIGH .... g 12+50 12+75 13+00 13+25 13+50 13+75 14+00 vPI ST.'.. 13+66.44 BACKWALL CONCRETE ABUTMENTS v !. ~ I I mV.7oo.",\ iJj i . ctSOUTH ABUIt.tENT Cf. NORTH ABUTMENT .. !fj . '- 710 , STA, 0+90,85 EL. 70.1.00' STA, )3+0nS'EL. .700:32' ._ -"0' .," ,".0 I ~ -1 ,>000'1 . --- NOTE: ,-- ~,. -- _ ' .. .-" ,.U ... ~ .-.r. ~1 ,- ~JECT LIMIT LINE IS THE 1 t;;.f"1 [ 700 ~~ -', _ _ - = -...... '_~~_ '-"' ,'" ... -. , - ~-' PROFILE SAME AS THE PROPERTY LINES l-~ - .;t........ ~ '9-1= _ I _ NU AND CONSTRUCTION EASEMENT ..~ ' ~, I.I'~_ ~.fQNC. ~C- ~L F010Q YEAR FLOOD LINES. ~ H ABUTMENT =1-..: _1_ ~EL 59750 _ ~ ' " " , ~~"':::..._ '. ---1!A.;.- , eTSTREAU 690 w ""'---"" 1.1_ __"'.:Z.~ _ ... , " ~ --r _.eEL ...06 LOCATION EXISTING BRIDGE: HYDRAULIC DATA -. L 25,00 ~+.. ,~B/ PIlL"'" _ g+:i: 10' EROSION"\ -..;:" El.__Ire6.00 _ T-79N R-6w 2 SPAN STEEL STRUCTURE 'III STEEL DRAINAGE AREA 2.2 SO t.4L ->")+2 STONE""'" APflROX. ROCK ELEv. 665.5 -- ~ SECTION 13 PILE BENT AND TIMBER BACKWALLS, STREAM SLOPE 7 fT/MJ 680 ~\\ I! ($'rr SOleS REPORT) I LUCAS TOWNSHIP APPRQ:>( 42'~25' WiDE. BRIDGE WATERWAY AREA ---.... IOWA CITY, IOWA EXISTING Jl3 SQ. FT. LONGITUDINAL SECTION ALONG CENTERLINE OF ROAD LOOKING WEST DC~,'wv[lOCnY ;'; ,~~ FT. 1'_10' 050 .. 1800 as NATURAL STAGE 697 a:: 0100 .. 2300 CFS NATURAL STAGE 697.5 ~ 1 ~ '" '..' '_'IU._"L~' \ 15 I ._ _ I'- I , " f ~. // .a.p -.~~-' "" ~- " o~:~r:~ ~' f ~ ! t14+00 I; ~ I DRJIIE '! -' ,'''-. ,I": ~ i 25.00' ROADWAY " 9 1 < \ ......, I / "~" I'- e. I Vl I \ -- c=; ;: DUANE" OIXIE MEYER " '-- __,,}: ~ "', I >- -.I=''WAiiR'V~V[ JAMES" EILEEN MENGlS@\ 9 ~ .' ~~2621 FRIENDSHIP ST. \ ."::;:? I tj : 'nnn_<"~--<.>--~ 2701 FRIENDSHIP ST. <:: 0 ." , DRIVE \.. \. a::: i i EXIST WOOD GRAPHIC SCALE )> ~ fT1 .,' " . U),/ . ,'._____FENCE 10 0) 10 .-J ro Il " 'o! L \f ~ _ ~ \ ~)-' I - 'Ll ' .r~ i' i ~ PROPERTY LINE IIIIi _ \:::-_ _ r-- 'L , > -r." .... .. 'r' - , I ' ORANGE SAFETY . g '. I r"'w~ -'-, ~;:....::. rTl FENCE. SEE <(, ! ~ '"l :t>> . .ff) :' SHEET 0.02 ~ , . 0 t l..iJ \ 1 i UTILITY \ __ rr: -.... \-l~ "'-......-__ I I ,I . ~J' SHED r'"'"'lJ') -... 1<( I --~-'..:L-.f.. I . ':-' PLYWOOD CONSTRUCTED '...-J _- _ -....-1- OVERHEAD, CONSTRUCTION if" ; -:-)' I, \ ,I ! \ FENCE. SEE SHEET 0.02 \ ..s;: ^ C> ~ fLECTRIC l - ~__~ EASEt.4ENT ~I /:,' , EOCE Of 20 '" r ! '" EXIST. WOOD \ --_ .. u . :\ r;- - ~__ _ ~, \. ~ 'APPROACH it;;:;" ,- .- _ FENCE TO BE SEE SHEET 0.02 )> !'...) ~ / g , \ ;r --:....::::.~~~ i \ \! /l SLAB i!'>,,) " J REt.40VED FOR SITE WORK CONSTRUCTION (Jl 0 ~ ~ , .j UTILITY -=~~-J .c, i. -.,,~___--.;,!, _,,__~ _____ EASEMENT OVERHEAD a: Lrl --==-~;/..I_ i",PROPE.RTY L.'NEL, .j SHED .; ~I EXIST. CHAIN LINK :cd ,),,,", '{ j j~' \. ;b--=~~=-::-~=-::-:l.=-~\_=:__~~_._JC __ ELECTRIC j ~ ::a:. - ~,~~:."",---, !, {',~ i' fENCE TO BE ,fA /. I' ~ Ii 'f~ i \" - - - - ~.=-S1 ~ . -,:,::~t:'-5.::ft"~---~L,..~L . REMOVED _".. >')"< '<0 ^_,~.~..~...... i~:,~~2% ,_f_m>y_nn'_<__"_~_, <__,................'___n .~n<_ ,-""."..,-~' '.~="':-_ _ -:-~-~g_::;--<<;:'-...-_.:~...::~~f":::"' --, C\J ;; '''/:........'''''., ,}"'--~-""-<!.'O'..';T~~:.;;.:;::_;:".-"';-.--'""~_-".-- <..~.., i I .: ~ __EXIST54~SANITARYS~~_L1~~,,---,.. ",,~,,"'-J!..... __,,---~'''---"'-~,,~--.- _d" I--U( .... "-...... . "'--. ,". . (', '" "' . ~. ~.~'~";>----'--:~..---......- _,..."....__n...... ',,-, .". 0..... M _____EXIST54~ SEWER ~, L, ",,,.,_ <,-~..w__~,~~...".--~.."" .,--,-"" ~r"'-,-< ."'r;-'- :-~'--o,.-.-<}::::...---~- ,.", WOO ""... .. ...... "". . _._...,;;_:-:--j":::. ~:=::_:::. ,,,. ',. ...., v(); ~.,'">. ,_" ~-:::.__<>.._-<>.._'-" J -:j"...., : ~ - -" + ~,_~,.,-,~-~,~_. "'....1>_..__> EXIST. WOOO __.." 0 CO' i n.-::.:::~::':::=,~~~i<=_"::. __ - 1'3+50 :"f~:- :,'" _,:"V'.. n _, JJ~T is:g'E;"'d':'"' ,~ENC~:~~_==:" ='- :~~~:~;:a- i 0 i ~ ~ ~ ~ ~ - -,- -- .". -=- _ BARRIER/RAIL ~ 'I~ ", ,," I-- ~ gs ~ en C! ~,: :,~-~..,'-~~:; e'L_.cc n_C_..., '. -'., ""-'~b:;? '-IL ~ !z 8 ~ ffi ~ . __ :-:== "s~, B~C~ ~S!~REEK ". _ ~".. I HANDRAIL - ---1; _ b3 ~ g: g: ~ ~ ..' ..- SW(/):;;f- '" U --, 000:-0 q - - ---".. - -~ -- - . 0 ::s w ~ ~0 C) - ,.,,_,_ ,:..._,. <( Il. > (/) Ow ..'-_<_...,-.-,. W W 0 <( 0:6 q ~ CI: 0 [Q n..g: ~ ~-, ~ ,,-- Z u: DATE 12..21.04 Ui DRAWN MEl ~ CH~ CR ":;: ._,_ ... _ . APROV. BS ~ ..". - f 13.;-OCt-j" -.- ... - 9 EXIST. CHAIN BENCH MARK \ 0 I. CJ PROJECT NUMBER ~. LINK FENCE \ '8":2 ~" , .-' \, '-, 04043 o / ,! ~ ,'EDGE or 20' i o II APPROACH \ " --- 2- LSLAB ~' SHEET TITLE ~ ~~,~ N --:~~ "", ' .... BRIDGE ,~'-' / -~-.." . i -~"' _U _ SITUATION JACK HOEHNlE &. _~F <5'00' I /h()~ i CITY OF ~9,~~ CITY PLAN CYNTHIA ALLEN ~ ~'"Pa..ow. /- 605 MEADOW ST. !~A."Y, lES &: TERESA FINKEN f -------.... . / . 2710 BROOKSIDE DR. I ' 1/ ~ SHEET NUMBER SITUATION PLAN' V,01 .& l"_la R~ - ~ ---.--- ------- --- t. ABUTMENT . :l2 U I f 9" g" C ~ ~, e . tQ "~>_ (i2r'" --1- ~r-- ro' - ~'-~,____ ' t :1' I ~ " ~,_ I '. '"j' . < I !" _ C<s ___ GA." . j '~ '.' ~ I .1 ~_ .' ...... . .:.:. ".ll c<s--.!. ' If ,~' . f'i:l ~, .. NEW SEWER <l ABUTMENT I. (;.oS+--. CAS KEYWAY, STOP 12~ FROM ~'%... . ~ ," ~t L1NE""'- ,. J ,N :! -- G,;s___ j EACH END Of' WAll ',.., I .L: Sl 0 "\ /_ ~ 7-9 1-6 '.. ". ~ ~ ~ T/ ABUT. WALL VI. ._0 L ____ ~ /." '5' J" . . ! C - ., _ I /J::. !i\ - ..., . N EL 69703' j - ~ ./ _~~'7'~ ==' +- .~ ~. 'f\. I ;g~ CHAMFER '" '" 59',. ~n~ ~ S. El 69774' ] ~ [ ~ ,_______,__ . - II rl/--5p2 1:..1 '\;J' Y r 5~7 ~ is -;- --.~ ~ ~ ~ ; '-, '. ..., n., I - ~ '~l ./ z ~ J CLR < ~ " ! J - - -, -- -.. --__OJ: ' ; --f'-. i STRAIGHT)'.."" / , ~ ~ STORM SEWER , . > j1 :;; iLL - ~ -:::.,-~.~--_..,='~(- 'j, \ , ,....... · ~ ~ 1 -6 -: :- I "H I _ '- 4pl _ -.- ..'1'b-'.-'----~ \J . - \.... ,.' I I ~ 692 ;R;g tr I. 8 SAN SEWER N _ ,'<._,_ ) , ro co " I I 0 l- i. SEE SHEET f\U" SP2. ~l '\I(,.I_~_.../ 5d2 r~ c:: a:: 4 ~ TILE ---- en 0> Z 6 ~. ! ~- '0 in;1 \'. v ~Cg~ DOWEL e e 4 ~~ WEEP HOLES --- .... g :5 ~ :n ~ .... _ I ~ . - 0 6' -o~ 0 C ..... lo.. I""l 0> , :$... ' ---=--. BATT~RED' i 14'-6~ 'f cy . . .. _I ~ , '-::0'1 -. \ ~ --- 5dl -----<::::: 7 ~ ? co _ '.' 0 ' 1 ~ .. .. '- '- io .; .... ~ _ ~ ' 6e2 .g !: _~I ~ < c:( GRANULAR ~ Q 0 IE "- ---=-+ '!, ll. ll. BACKF"lLL '6c2 .:{ .:{ z . 01' If'l I . III lft . u) n. a.. ~ ~ .... e ~ . I I r- 4p1 I I III III 0 _ _._. BATTERED U, STORt.4 SEWER, SEE _____ , C N 6' . _~ _ ''''"' SHEETS 1.4.02 "" ' .1..1 I I 1 ,.... co ~ !!11. N 1.4.03 FOR DETAILS , i - ;.., I ; ~ ~'~ :,i N I I . . "" . , ~I ' '.-.J . v.... .1 ~ \ ~ ~ :g NI , 0 2 0' lfl I 1 ,.r"1 ~w <l: 1 . 0 <: CJ"1 _ .... 5:? \ \ . ' ",0 > ,I ---.., i 4p1 (TYP.) _..-. BATTfRQL1 ! \ 6e2 DOWEL ~ ~ I..t.. ~ 1 . I.? I ~ j> 0 1'1 ~ -{! \ 5911.,. '~::.: . - -Y. N --! CO Il ~ Ob \ I IJI }@~ ~B/P1LECAP C)-"~. I - ~ .... .... 'I .'. 'I l/'l I..t...e SPIRAl AT TOP OF EACH '" EL. 686.00' - --., ,- -~i '? Ii; i ..,. '-' _ PILE. (7) TURNS OF #2 -.j ( ) - I -<""-., In 1\ i \ 'I ~ I u ~Jr BAR, 21 ~0, 3~ PITCH, wi ...-(..\ rTJ en 21~ 'I' r: . ~ I '0 ID __ (2) l7/8)(7/8x1/8 HP 10)(42 PILES, ___ rn ~ .~ ~ <t. ROAD~A~ _ _ _ ~.r .,?TRAIGHT , \. r ';'. It ROADWAY i I! I ~~ -+ SPACERS PUNCHED TO BATTERED f'\ 22 ::r..... l"-....i;:; 111 ' r "^\T - - - - - - I ~ - ::!:..- HOLD SPIRAL .;:::: /'. C3 en -' -~l'" ;,,:, :,,1 : ~ ~~ ABUTMENT SECTION ~ )3; N ~ ~ ~ I I \ \ 4Mtl TILE -"-~:. \. I ~ dd 1/2'_,'-tr V.02 Ul a:: ~ . 1 'in I J I 0<( ~ ~ Cl. ~ 00 ,I ' ~ I I ll.. 00 :i: ... .... \ t ~ ! VI 00 <( ---------t BATTERED i ,. I I/) N N N N -=-~ - ~ \ l' I "".g.g _~ T/ SIDEWALK t- ~ o 210 ~ ~ f. ..~il 1"-"-;0 (SEEDETAlL &100 '!": -----.-+ .- 'II) li\ III ; ~! ~ ..,. 3/V.05 J : Q) ....1 1 I,' '(' 5d1~'; I -- - 0- ~. ' . , I CO (l; 01'0 I/"l i . ~ : ' '''-,,- .- w W o..a: ~ o .....- \ I. 0 "--- <.9 '-...J ~ ~ -=:;;-i BATTfRED ,I \ '1 I ~ ,I KEyWAY 0 <( (j) LO <0 ,N , .t I "N - Z ~ ~ --:- ,,'~ STORM SEWER, SEE../ . :'::::: L 5 7 N a: 0 <{ ~ [;; ..... .... I .- , '" SHEETS M.02 &: '0 . _ t\ ; PRQPOSED 9 ~ (IJ ~ a: w , N ~ j <? ~ \ M.03 FOR DETAILS 1 : GRADE -.... If'l t- 0 ~ (f) o _ _ \, ~ ' " I W wO >. 0' I/) I i II I 0> Wt-f->a: .... ':? j ~ I 0:: a:: Z w ti --------'1 BAnER~ '. ',. J I I e }- w W 0 a::l ~ -~, - .-. · A ; , . (j) ~ go g: ~ M 7~8'8'7' .010 !,~ '\'! '( $: W (j) '2 t- q -1.'.1.1.1- -~.~;" I; ~ j, 10" '- 00 a: - 0 ~ 4pl (TYP)~ I r-5p2 -;11. ~ r\ ~ \ 01 ~~~ 5el\ ~ : - ~ ~:5 ~ ~ ~g q '-1 [if " ~ ~ ' - ,.. -... \" 2~" .. wo..o (j) 0(3 ;:: 0 ;, ~STRA'GHl .>-1 L---~.----'-- .. j I , 593 '( ~~O~g:a: <I. .1 _~:, 1 - - -p.I- - \ ~ _ ... .. ". [ CLR. ~5g4:-' c.. Z ~L :' , ~ ! [! " , I -iJ I" I ' I ~ 5p2----.-/ .3'10" 3'iO"I~ -~~\ I 1 c... .-.,' , 't-.l 1 4"~TIL~ ~ :g, W--I W-- NI. \.: 91..'4 SPACES" ,'.0' = ,4'.0" H 9'~ W- 6""'- r" ~ DATE 12.21.04 .!: 7'-9~ 1'-6" !:/;1 ) N 1 -.....f ~ __ ~ _~ V) DRAWN MEL ~ _....!'!-TER._._.._._l~.__._~...~._.....,~..._-i1\..1;\--_.-- (11) 5" DO~ELS. & (11) 593 J 2 CHAMFER , ' ~6/ /~:~~~I~R = ~~~gv. ~~ ~ . WATER _._' . __ ,,_..._,,_____~_ .. ----~--. .. ~-- . .. ~1~--" ~ -......- 16 -0 .f I .' ;;>)~~~ ~r", ~ ~ __,__" _'___ .. _ _'" .. __.~. N J"';.fJ.. ~.",_. 5.P2... J......? --'"'. f~/.-''''...'':":./ ' ,"" PROJECT NUMBER v \ 4pl "'~"'/"\-j', \~-<'r"'("",!"'~'-;:"-'Y--- ~ SOUTH PILE CAP LAYOUT Q;) "---' SOUTH ABUTMENT & WINGWALL LAYOUT 2 J~ 1-. . '" ',o/:~'r-: !::~'j?f,;~ j 04043 o. 1I4.~j'.{1' V.02 114'~"-{T VJ]). - -- , ? /'oi".>_,~",_ j ~ . CLR. =;;=' _ _ ;:,J ",:,; ~!,::;{~~~' , .. >..,/ r~/ ____f 1 . 0 N SPIRAL, SEE /('".""'~" ';:' . b.1 SHEET TITLE DETAil 3/V.02 ~ ' K , JL:(). I 1 .1 "'l ABUTMENT NOTE; ESTIMATED PILE QUANTITIES .' 8/ PILE CAP ,j-fl<,,'5~1 N I & WINGWALL '\ CONTRACTOR SHALL LOCATE EXISTING SEWER ~ El. 690.00' ~ I . LAYOUT & BY POT HOLING OR OTHER METHODS TO ITEM AMOUNT 1'-6~ lei DETAILS DETERMINE EXISTING LOCATIONS OF SEWER. -_ -_ ...J PILE LOCATIONS SHALL BE ADJUSTED TO NORTH ABUTMENT 264.00 L.F. HP . 10 U MAINTAIN 1'-6" CLEAR. 4 - --y-- - SHEET NUMBER SOUTH ABUTMENT 26.00 L,F, SOUTHABUTME~~~~NGWALLSECTION V~2 V.02 ffi . REV -- NOTE' WALL REINF., SEE DETAILS j f :; CONTRACTOR SHAll LOCATE EXISTING SEWER 2/V.02 & 2/V.OJ FOR SIZE ::t i 'tI ~ BY POT HOLING OR OTHER METHODS TO &. SPACING ~ .\: g" DETERMINE EXISTING LOCATIONS OF SEWER. i j....o! -~ , ~~ PILE LOCATIONS SHAlL BE ADJUSTED TO i ~ " ~ ~ MAINTAIN "-6- CLEAR. (2) AOomONAl BARS l i .,g i :ti EACH SIDE VI . ~u , ] [ I I 1;;.~1 --r.- !- ~ ';'::: ~-~. t. ABUTMENT ~11Y FIELO cur BARS "-6>> ~'-8" i' I AROUND SEWER ~ ~ ~l 1 I GoOs_____ GAs__ 7~~8"'" I \ 2- CHAMFER <t. ABuTMENT ~'_____ :.,1 d-rr,rlrj502 I 'I "" I DOWEL (4) NS,DIA. OF , GAOl--~4r-: &----:II! ,.... \.., , '-j PIPE + 4'-0" 0 45' STRAl~HT~ :t 1 ~ ' l AROUND SEWER (TYP. r - - "~ . II ,,\ 1.1 m EA. FACES) A s:X, I' I~' . 2 ~ 5 2 A~ I I r I ' ) a) . j- P 3'-O.~4pl ( P) \ I ~, \=Sd2 .;, ~', ,Ll=.O:J I T'\!C ~I 60' DowEL I, I r ~ .0, Sf STORM SEWER I " 21e v 1 (~s 6g9 It' v YSEE SHEETS M02 ' UJ ~T~R~-----=- 1 \ ~ ~s 1 t I \ ! & M.03 . , ~ ,. -I:-- I, '- " II ' 0 , ~ I~ I ~ J I ~ I 6c2 DowEL ,r i '" T~ I I 1 l...v--SgB i I .1 .~. ! \ I 1-1-'- I' i '~I' I I I ; I I N ~~ t\ J.\ tjll - ~ ~ ~TERED" r--- fi'l ., I : I i~ '--- STORM SEwER, SEE ABUTMENT WALL REINF, AT STORM SEWER OUTLET 4 0 "'? N -I---..,~ I n I 1If~"'" SHEETS M.D2 & 1/2"_1'-0" V.OJ 'Sf.... c....1 ~ 010 I 'I N \ 11 r I : 1.4.03 FOR DETAilS :;:: ~ r"TJ ,"'~ I' Ill' -~---l T1 _ '" 'j r 'I "" -< O~ II .1 ~.~ ! I G- I 1 r In. I -. ~ I' ., UW I\;- ~ ~ e I I t:. ~ fl ,.,; v~ -- -{ n - 1 8ATT~RED ,. i-----=- (TYP.) 1! . I- ll... I 11 r I 1. :< r-- iT! "l co' l' 0 zY I'" " rrJ ~, I- 'I' I 1 0 ~ I I l H------ 4 III TILE TRAil ._~ ::n' ::1:: r-l ~ 00 I' . Cl::(Ij l . . ~-'~ ... l 1 en . "- ~ 0() ll..._ 1'1, ',...,.J-;;-- _ '-' I- or....- t" v;:;~ 111rl --s:....~ c:? fJ . - L- II" n II 0> 0> ~ ~. t -" ~-, ...J ~ 010 ',' ,101() I ..~I ; ~ r-v 0 w ... - I 0 ..-. j 1 r a: ~ . '_LSTRAICHTPt _ llROAD!"AL \ I +-~ !!_: i ~ i _~OAEW~ ",' CJ1 a. ::2: .. <O.~ I! 0 ~ ! j 1 t '- KEYWAY C\J " 010 "I .Id ! j ~ I-- LO CD ,'" - I' (f) (f)V'l I '1" U -!. (0 .- 1 W-I-I .F "' <:'! 1"'1 I U w ~ I i F I'. 5g7 ~ W co ..... . ~- "I <{ 3:> i" 1)' ~ 0' I" a. 00 I! F i o()"JA 0) ...;! ,I VI 00 I j ~ i 1 0<0 ... rTTERED .~ I~ !. .'. If) N N 1 i I! I. 01 W W a: C\J o - ~ - i. .,. .g.g 1 11 f I ! 10~ ~ (9 C) CL@. ~ 0 ' 'J. .-,- I 1 rill... 0 <( U) LO co . ...l~ !~ fl\ ~~ lib! b 0: ~r-r:: ~ ~....I \ \ .......- I j II r; 5d1 I CD 0 <( Z (Y) l;',I . -.~ 0:: 1 >-, , a: w . ~ ~ 010 \ W I I ~ ~ , 21~;: I-- Z 0 ~ (/) , "- I "'[. , W<( ""0 ("') . " W i I 1 ~ : II W o '~ATTERED ,. t I' (f)! ~ , ! 'I. CLR W f- f- > a: . N - - . I I,'! . a::ZW >~ _I l<:I . :x: \ n 1 I r I 5 5 0 W 0 CO Ol v 00 I;:! 1 N 11tri 9 1 r-Wo:a::-I.L ~ N.... _ I _ , ! 596 ~ (f) ~, ,.. ~ '" ,~ Z I "1' :> ~ ~ ~ ~ ,I ~i~ I l1i IJ~li 0 >WU)~u ~ ~ 01 b I 1 I , 'I' 4'. TILE .; 0 'if a: - W > ... - ; ~ 1 I 1 r [5J 0 -.J W z ~b N ~T~RED:",~_! h- lilfl 6c2 ~ <(a..>U50~ ~ r---- l<:I ~~ !~\ 1'\ j j ~ : ~ ,\(, GRANUlAR ~ W W 0 <{ a:: a? '" o~o 7"8"8"7" I! !Ik':. 1 f.-./ ~BACKFll.L ~a::o(J)a..a. ...J ," - ~.'.l.".'- I I ! I l. I ' I O'c heY <( to. I I I .; 5d4 ' 0 "'OJ 'J- ~ ~ ;;,; :;- II II/SP2 l! \ 1 ~ ~ 5~= S 4pl ~ ' :,-:;;~t~\:,~~2".-.;~<:..~:(.),\, '.,. , , 00 . ",1- 5P~" I ___ ".-11---.. , . L_ _ . ~.f . "":":7~':";.>.....^.\~.";"7....''$-'~:;......'''''''/..'~\':!.~' DATE 12-21.04 g> , STRAIGHT?> i _ - -=\ _ --01-- i .-- y" ,i 1 1------1. 3'" /'""'",/"''""\ {,""", __F DRAWN MEl .- - <o'~ _"'-.----. .1 _ _ ~ :;r"'<.":;(",("..---("')<;..};-----." CHKD eTA ~ ,I ~ r.. ...... I""J. 1 . I 1 CLR. =:.=>" _ . .<:~/ '-'J<;^ '2</"\'f.:~. APROV. BB ~ _~ ..t=::...-. -----I. 1 ' I '-- ~ I " __ ,,"' "~<l /~'" r . ~ .'!~:(J'''^----.'. ._._...l~_--' :., I . I~[O~' lJ'ro:J"- 40' CTY. p/' .! ~ L 7 SPACES" SPIRAL. SEE..-/ ' ,~ -: ~..I'5.~,c:r'~{':Jlj' 0, 5' ~ . -~' r:; (fl . " " ~ J !! 2~ 9~ l' -o~ "" 7' -o~ 6~ DETAIL 3jV.02 . ~ :: 'c'^'{ ;"~I j~ [I .1 I""J PROJECT NUMBER o ><w 1 -6 6 -8 i, -.. - . .......,."... ..,--. N 9 ~ 0' ~ flY' :11\ I (9) 602 DOWELS 6" ~Sf PILE CAP 'I. "'J",...' 04043 '<:t WATER (.~ /i . & (9) 593 / El. 690.00' . 8. ---"-"._.,, ~... "'.'.~"-"--'--"--".'-",,--'-'-1Ir_.. \ \ , ~ . 1'5 ~ : I 8 -9 io U SHEET TITLE N 1 Ie"':'" . HP cc<:.;w', ABUTMENT NORTH PI~I; _~~P LAYOUT Q;) NORTH ABUTMEN~,,~,:YINGWALL LAYOUT v;" NORTH ABUTME~: ~~NGWALL SECTION v;" ~~~~~~ALL SHEET NUMBER V,03 &, REV ~_. - SUBSTRUCTURE II <i. A8UTMENT REINFORCING STEEL - EPOXY COATED BENT BAR DET AILS ~ ,] ; .:.: j'" '" 594 ~ 593 ~ TI SIDEwALK BAR LOCATION SHAPE NO. ENGHT UN. FT WEIGHT E !" ~ ! v I _ - - "n...."",. ....... 6e2 CAP TIE BAR L 184 4' 0 7:;~ 1104 ~ ~ ~ 597 \ I I. 'I '1 Sdl HORIZONTAL BACK WALL 40 45' 1 lR~" 1906 _ _ _ - .. I " " 5d2 SOUTH WING HORIZONTAL 8 6' 7 " 55 'L:: ~' ~ ] dr [ 5d3 SOUTH WiNG HORIZONTAL 18 1~' 7 '1Ql 293 ~ 6c2 'cr 5e1 1" 597 ~ 'T/ ABUT WALL 5d4 NORTH WiNG HORIZONTAL B 5-7 45 47 _ _ _ 54 ~ . . . I') N ('oj 9 ---- I, $. El. 697.76' 5d5 NORTH WING HORIZONTAL 16 8,-4 ,..,", 139 D-4 1/4~ 0 2 1/2" 0 2 1/2" ", I i Sel WING CORNER TIE L 36 4 0 144 150 _, -1- _, :J , ' 6f1 PILE CAP lONGITUDINAL 8 48' 0 "\R4 576 I 6" I I 2'-0" J I " 6" ~ i 501 SOUTH BACK BACKWAlL 42 8' 7 ',~ 375 ' 5d3 ~ "I . 602 SOUTH FRONT BACK WALL 42 10' 7 4~ 667 I ~Jf 5Q3 SOUTH WiNG vERTICAL 12 11' 8 14 146 ! ~ ~ 1504 SOUTH WING VERTICAL 18 7'-10 141 147 ,- T / I I 2 PROPOSED :50S NORTH WiNG vERTICAL 10 11' 0 11" 115 , " , " , j 6c2 --./ .1 }~~ ~ GRADE 506 NORTH WiNG VERTICAL 6 7' 0 :v;- 44 r 2 6 I r," _ 2~" .? r 1 I ~-+>:,~~..... 5n7 WiNG SIDEWALK TIE L 46 3' 10 171': 184 I 1-0'- I I--i--L J ..., 4p1~" I I j : 5Q8 NORTH BACK BACKWALL 42 7' 11 '>;'>;'>; 346 I ~ I I V I Iv- 5., j 6a9 NORTH FRONT BACKWALL 42 9' 11 417 438 .1 [:;:]-2 1/2" ;i I L;JD 2 1/2" d I! 401 PILE CAP 0 118 10' 6 ~ 830 ~ ~ tJL "'I , I ..-: p ---r 502 PIL' CAP 16 2' 8 4 45 ~ 4 1 ~ 5 2 " ":::' 5,2 ~ ~ 5d2 ../ LJ. ' I I P P 0 25 \ 0 ~rl " I \ I ~ L ;ECb ..,.., L I, ~ . ~ J! L1 --'-"" 8/ PIL' C~P :_ ! "'" II g' -0" I 7' -0" 1 . EL. 686.00 l ) I =-- 'l c ,- - 11 ' , - I . 4 f ' ,-<r fTl -1.. ,', ):::::0 I 7'-9" J NOT', ALL DIMENSIONS AR' OUT TO OUT. D PIN DIAMETER r' r; , :J: II ~ ,. CONCRETE PLACEMENT SUMMARY~/' 9 U g - ~ . SOUTH ABU~.~~TWINGWALL G1) LOCATION CUBIC YARb'S ~ g - NORTH ABUTMENT 42.5 3 ...J SOUTH ABUTMENT 43.0 g: I1J . ::E~ TOTAL 7607 f;5 ~ ~ , ~ o~ ~ NOTES: b!5 or .:.t <l ABUTMENT 1. END POST SHALL BE PRECAST OR CAST IN 0 c.o ;. I PLACE. W W a: N CJ) T / SIDEWALK I ;- 595 2. ALL EXPOSED SURF ACES SHALL RECEIVE CJ c.9 a.. se.. ~ CLASS .3 SPECIAL SURFACE FINISH IN 0 <! crJ lO ~ . ~'ty, ACCORDANCE 'WITH SECTION 2403.21 Of 0: ~ ~ r:: a; U, ". ! , I. '1_ ~ 597 THE STANOARD SPECIFICATIONS FOR m 0 <l: m '" ~ .' , HIGHWAY AND BRIDGE CONSTRUCTION. ~ Z gs ""'== c.b <0"'" ~ 596 3. SUPERSTRUCTuRE CONCRETE AND W <( ..:::: 0 / REINFORCING TOTALS ARE ON SHEET V.06. W ~ tlJ ~ 0: '5 -~...! ABUT. WA~L 5d5 a: z w 0 OJ g. I N, EL 697.13' I" ~ ~ ~ a: a: % j I 5:uJ&.;~~ en 5el ~ 6c2 0 0 0: - U ~ ~N I;, 0 _ " ..j I r4p1 ........ n. crJ OiJJ o Co I i- W W 0 <! a:c3 :> .;:::: - ~ a: 0 CD o....lf ::J PROPOSED -----....... 1~. I '. . ~ GRADE "':,~!J1~f. r-j, rl j . - 1. 0 ~ 11.1 1 I .1 DATE 12-21-04 ~. DM~ Ma ,S III 1 I CHKD CR ~ ~ MRWBB 9 I ~CJ\-l \.. f;I. ~ I I f" I 5d4 5p2 PROJECT NUMBER ~ ;., 1......1 04043 ~ .~ B/ PIL' CAP , I L!l. 8. ,.' EL 686.00' 1 II 5'-1'" 2,JlO~ ~ 4~r~ '~-J-~ SHEIT~ V 6~ W~ STRUCTURE DETAILS & NORTH ABU~"~,~TWINGWALL @ QUANTITIES SHEET NUMBER . V.04 & REV ~ f .' . ! IO'-5~ 25'-O~ ROAQWAY 10'-5~ ; I -r -~ ~I ~ ~ 12'-6" tOAOWAY 12'-6" J I J I I . .i 'i. ROAWAY I -.. I ] ~ I w a. - ~ N. EL 700.32' . 2' '<.0 c.. L STRAIGHT LINE '" t s> ItS. EL 701.04' ~ I S' It STRAJeHT LINE I t /I STRAIGHT LINE , ~>.. ~ .... ,I - It; -f I Q) (\) (\) ,ii , ~~ ... 1-- ...........,.. ......,1.....___. ..._........._...."..._ .,,__ .J ,-._- - --- ..,,- ___ ,__" __.._._ __ .__. ...".. ~ '" _~ TI ABUT. WALL ::.... . . , ," N. EL. 697.03' E--.. rf I. 2'-0' ~ WATER MAIN 1;' 1 ~J;' I '- HORIZONTAL CONSTRUCTION JOINT \.- BOTTOM OF SLAB S. El. 697.75' t; I ... ~ ~ 0 REAR ABUTMENT ELEVATION Q 0 =, ~ "on LOOKING SOUTH V.05 -.-"> (") -r; 1/2" * 1'.(1' j;: ---: fTl ...., CO -rr 0-< I ....:..l -Ie') - r- 2'_11" 10 SPACES 0 4'_OM = 40'-O~; (11) 2~x6"x2'-O" BEVELED SHEAR KEYS 2'_l1M ~-< r iTl r=r F~ m~ -::r-""-- I '. -jS"r 44SPACES""-0".44'-0",6"8ARS lB"I- ~~ ~ G ~ fil' l ,,' Ul ;:: Ii(/) I Iii ! I ~ J II t 6e' \ 1 \ \ (3 W \ j !- li II ::;: .If-" ---4--..cl-- -- ---..._---.. ~ , . -- "'Iflj 0 5: -~ DI F:.::.:PJ ~ O'J , " ~ I ~ l'~ o. ...... i ... ~.~J.~ ---' \.. ~ ~ ~ ~ 5p4 .../ 5p3 ../ 5p 1 .../ \... 5p3 5p4 W ~ ~ ~ 10" SPA" 2'-0" = 6'-0..11 j I 2-1" I 11 SPACES" 2'-0" = 22'-0", 5pl 5p2 k I; I 13 SPA" 2-0" . .'-o"!11,0J 8 ~ e; ~ ~ 3- ~j~_.., jt.\d ~~ ffio~~~ N / ~ ZOCW' ~, ABUTMENT PLAN @ry""-) ~ <t: 0 ::;; 8 ~ 1/2";1'-0' V.OS \ ! W I-- I- >W 0: . " / a:ZW (]) > "".../ f- W W 0 ~ W~O:O:~ ~ ~I-~ "" 45'-10. . 5: W w ::;; of- ~ - QUa:-w :> 10'-5~ 25'-O~ ROADWAY 10'-5~ 9 ~ w> ~ 'ot; I ........ 0... (j) W :g ol p. WwO<t:o:C3 :> . ~ , """ j I .-.:if' La:O llJ a..lf :::i ~" -6 ~ < I ~ , CROWN ORDINATES . '" SYMMETRICAl ~1 3'-0' 2.0% SLOPE "-0" I DATE 12.".04 0) r- ---- - DRAWN MEL .s " ABOUT <l ROADWAY PARABOLIC GUTTER LINE 4'-0" ~ CHKD BB 3: 5g1 " 12 a.c. I 1-- ~ ~ GUTTER LINE 5dl BARS C 12" D.C. 591 NOTE- APROV. BB 5f1 0 12" O.C. 5f1 ~ ~ L' "\"\ 'r-- r SCUPPER SEE NOTE 2"\ I r ~ SOl BARS" ,," O~ ~ r. I / ~ I I 1. TOP LONGITUDINAL REINF. STEEL IS '<t', 1,/ / \ / / ~ ''====;=- _ TO BE PARAlLEL TO AND 2 1/2" PROJECT NUMBER ~ ~ .. ..' , . . . CLEAR 8ElOW TOP OF SLA8. 04043 9. VI::?' j ,--' -. ~.- . .. o=-=P' ~ I :..' I I ~ .'." .. ==-==-""d'" . ..... 1 BOTTOM LONGITUDINAL REINF'. STEEL 2!; ~'Tj' Q) (J) '11 II" IS TO BE PARALLEL AND 1 1/2" o. ~ <r .1 '+" "'i'\. I I : : v CLEAR ABOVE BOTTOM OF SLAB. ~ >N ~ L ~- ~ .- -_._~,. ~.-._~--~... .~."~ -.- ., . ..-..~.,. ..,.~.....--.-' ~....~ .-.... - ."-_.__.._~..==r=....- _...~.. .,.-=v SHEET TITLE N \ .J L ~ _ I 2. IF PERMISSIBLE LONGITUDINAL JOINT I I I L 6~ PVC CONDUJT 6el BARS 0 12~ a.c. 1001 BARS 0 6M o.c. L 6 WATER MAIN, SEE ---.l J IS USED, BARS ON CENTERLINE OF SLAB 2'-O~ 4'-D~ I SHEET M." ROADWAY MAY BE SHIFTED TO REINFORCING .--~-l- -t LEVEL CLEAR JOINT BY 1~. BRI~~;~,~TION ~ 112'~ 1'.(1" SHEET NUMBER V,05 & REV ------- -- io SUPERSTRUCTURE ~lli :: :- :: REINFORCING STEEL - EPOXY COATED BENT BAR DETAILS ~ I ~ , ~ ~ -! ,. TOP OF SLAB ~ ~ ~ POSITION OF SLAB BAR LOCATION SHAPE NO. LENGTH UN. FT WEIGHT ~ ~ ~ IMMEDlATEL Y AnER '. E' .J:.. AS toRMED \, ,__ " r FALSEWORK IS REMOVED 1001 BOTTOM OF SLAB, LONGITUDINAL 92 42 -8 3925.3 16.393 ,~i ~ ~ '~----'.'~--'~l 5bl TOP OF SLAB, lONGITUDINAL 47 42' a 2005.3 2086 2'-6~ 7:>1 ~ "-2~ .:5i f 3 & I~'~I 6e' BOTTOM OF SLAB, TRANSVERSE 44 45' 6 2002,0 3003 L 1"~"1 ,1""1 1"-, [ \ , , 5dl TOP OF SLAB, TRANSVERSE 44 45' 6 2002.0 2082 ~ :; _ t= .: - ,----, t;. -or \..' I I 8e' SLAB TRANSVERSE AT ABuTMENT '2 45' 6 546,0 '458 '-L[;I :\ 0=2j ~lj~2j "<[ I"~ 0="; j C-~ f FINAL GRADE LINE I 6el SLAB HAIRPINS AT ABUTMENT U 188 5' 6 1052.8 1551 .1 I L"'- 1 I! I 4 SPA. 0 10'-4 1/2" = 41'-6~ ~ Sfl SIDEWALK LONGITUDINAL 22 42' 8 938.7 1045 ..- I 7iliL N I I 501 SIDEWALK TRANSVERSE II 88 12' 0 1056.0 1098 l' j 8~ L. : 5pl PAVING HAUNCH, TRANSvERSE C- 28 5'-2 144.7 157 5 3 ~ t. ABUT. BRG. It. ABUT. BRG. 5p2 PAVING HAUNCH, LONGITUDINAL 4 44'-0 176.0 183 5pl P 6el t:; FORM CAMBER DIAGRAM 5D3 SIDEWALK HAUNCH, TRANSVERSE C- 24 4'-3 '020 '07 J'" 504 SIDEWALK HAUNCH, LONGITUDINAL 8 8' 5 67.3 70 , ~ ~ THIS DIAGRAM SHOWS THE FORM CAMBER REQUIRED TO COMPENSATE 10 0 ~ FOR THE ANTICIPATED ULTIMATE DEAD LOAD DErLEcnON. THE ABOVE L1 I 4 " S>-. DIMENSIONS DO NOT INCLUDE ANY ALLOWANCE FOR FORM DEFLECTION . r \ I ~ OF FALSEWARK SETTLEMENT. ? I" D-2~ ;.... ~ ~~ I ~w I 5" ji o l'-O~ 5bl 5g1 rt=l - Bel 5dt Sdl TOTAL 29233 NOTE: ALL DIMENSIONS ARE OUT TO OUT" 0 PIN DIAMETER ~ '01 r TOTAL REINFORCING STEEL CONCRETE PLACEMENT SUMMAR'Q ~ ~. _ "LOCA TION WEIGHT LOCA nON CUBIC Y~fIDS. ) ri , " '\ 1 SUBSTRUCTURE 8149 SLAB 147.00 ) co II ro _ 1 5b SUPERSTRUCTURE 29233 SIDEWALK 16.9'0 ~... I == . II CONC. BARRIER RAIL 2088 POST 0.95."1 (-"J - I o. , ~l :: 6e1 i ~ ..." _ II - ~ , I ;~-..., i Gel 6el TOTAL 39470 TOTAL 164.85. I I ! ~ r--1 (/) / 1001 ;:_ lOot U~-~ _ \.....J F I 5'...1 LJ L:J- ~/, <:) ;0 " V1 ~ P _ Bel Bel :;::::.. (J) ~ ~ NOTES: J> N ~ ...J ~ I" , STRUCTURAL CONCRETE QUANTITY INCLUOES (.." (3 W SLAB WITH INTEGRAL PIER CAPS AND WINGS. IS: :i: . FOR TABULATION, SEE ffCONCTETE PLACEMENT ! ABUTMENT SES::~~ AT ROADWAY ~ ABUTMENT SES::~~ AT SIDEWALK Q;) SUMMARY - SUPERSTRUCTURE". tJ ~ ~ WOO ~ ~: ; O~ v W WOCN o ~ ~Q.~ ~ 0 ~W~ ~ ~ ~~~ ~ ltROAD I ' roO~ZM N ~--"'______________________.__-----'-+ ZO:W I ..-. (SYMETRICAl ABOUT ct.) 1<} <( <( <( <( <( : tu ~ 0 ~ ~ ~ EDGE OF I" ..> . ..) . ..> " ..> " .> " .> i. ..) UJ ~ I- W cr: >, PARABOUC CROWN~_O:.O"'___.__'P.9_ __.__'k>n_u......"'?"'_____.,__OO'j'____..._'P~----J O'?,j g: i5 tlJ 60) C) ~ v- ......,.. ~.g. ~ (5'. .I:' V. ~~, < :.,::>. W ~ a: a: ~ :; 1\( \( \( \( \( \( I ":::'L_Q. ~ (.> ".> '.> '.> ".> "..) >.> SWU) ~ :g II 0,. 00 00 00 00 00 I 00 DRAINS ARE TO BE GALVANIZED. 0 0 cr: ~ 0 > I "0..... "<9&_ "">6'. '6'". "S,.. '..).p. "-2,9. ~STRUCTURAL STEEL" UNITS ARE 0 ::s W z ~~ .n: INCIDENTAL TO THE STRUCTURAL <( 0... > Ci5 0 td C! I t 1 CONCRETE. uJ W 0 ~ a:a > I L/4 l/4 ^ A __ :2 a: 0 ro 0... g: ~ I SCUPPER, SEE DETAIL 4/V.06 Z I . ~ FACE OF CURB I I 1 7,/::J 1~x1/B~xO'-10" Pl. DATE 12-21-04 rJ) ~ WELDED ON OPPOSITE go Ie () ('; ('; eel -- SIDES OF DRAIN TO DRAWl" MEL 'S: < < < < < < j'{/ 1" DEPRESSION / SERVE AS ANCHOR CHKD BB ;> ..> .> .> .> .> ..) .> -- . 0 ~ I 00 00 00 00 00 00 00 1-- r"'- - IN CONC. SLAB APR V. BB ~ I: "<9-2' "6'.9. "S..>. "vS". ~-- 'J~. ."::'0. I -"0. J_-: '"". AROUND DRAIN 1/4" Pl. (WELDED) OR ...' I' ~ I > 1- 4x8 (OUTSIDE DIMS.) PROJECT NUMBER o I ~ AREA FOR SIDEWALK OVERLAY to . ,.-- ROLLED TUBE w/ 1/4~ ;1;. I ~ r " ~I WAlL 04043 ". I - , , , , , , I ~ ------- EOGEDF o .... ~ !O ~ .... ~'0..0) --.........._ 0.. I: oft? o~ o? 0'Y 0":- PJ~' 1 R>Y DEPRESSION l 1 1/4x1 1/4x1/8 ~ j ,,(J "r::5 ,,<5 ,,<"5 ,,<"5 roO) roC?i xO'-4~ WELDED TO BOTH 5HEETTrTLE N EDGE OF SLAB <..,.V <..,v <vV' <",v <:;;--. <."v v . I ~ SIDES OF DRAIN w/ (2) . .., :::!: ________ 1/4"1Il HOLES IN EACH SLAB OUTSTANDING LEG FOR REINFORCING NAILING TO fORMS. .. ,-' .',... .- /.~, I TOP OF SLAB ELEVATION @ ~,:) SCUPPER DETAIL ~ SCUPPER SECTION Q;) SHEET NUMBER I!~' '" 1'-(1' V.06 ' / 314" '" 1..(1' V 06 I" ~ NT V.06 .j' V.06 & REV ------ -------------- ---- ------ - ~ I " ~ I I ,. <: BRIDGE I ~ I ! I !SlOEWAL~ ~'l I I' I TEMPLATE FOR 3/4" ~ l: L RECESSED LETTERS .c ~ , Ibj' ~CQXQ) 0 @-t P'O~D(o IlY OESIGNE' ~ ! , ':!" " (T'<P. BOTH SIDES Of ] ~ [ ~ -- BRIDGE) t:. 1 ~ ~ ~ (2) EOUAl SPACES (5) [QUAL SPACES I 1 HANDRAIL. SEE CONC. END POST, HANDRAIL. SEE SHEET V.10 SEE SHEET V.08 SHEET Vl0 ~ III III 1000' SIDEWALK I " - IE -' S/ NEW BRIDCE ~ " ~T J:----------' ~ [L. 697.94 (SINGLE SPAN) 0 "- CONC. '1' "," r ~ "\ ABUTtJENT I I CONC. ABUTMENT +--.. I L", 100 YEAR FLOOD _____ \ I I I,' EL. 697.50 '\. : : St:CUEN./i.l I ,... 50 YEAR 1'1000 r--.:: '- '1 EXISTING I I BLOCK WAlL L.----.. . Y [L 697.00 0 g L... BEtH-'1 I 2 I ,j' __ c.n .....__ I I 11": .._0/./f-'" <:0 .,.., --- I I. ~:r"r' t "i-:: - J"T1 ----__ I I 1.00 RIP RAP ~_____- .:~:- ~ -J C::J 7 --- ____ ... /.~,e - l..8/ STREAM -.....,,r-~/-ItI,...l":t't::r'.1"'I"..[--r^-ot,.t'cX'I.'T(.-r:rr:'/Tr"7:.-::.r-~;-,..?'f:'r'ly."~{'T::;". l"'t"' ~, EL. 689.06 O' I _ " .,__F~. "^"t.~.,c:."tC.~...<..\j, ..".t "Jilt; ,..{ ,c/o ..." tn.-C'.L/, ..~. "__..t'~.i_ .~_J .c/,. ,..-t"....j".L/, _.~~"-- . -- - _, _ r I 2500 I .--j0 n". w -, .:""'- I ~ I! :::. . - A.. B/ PILE CAP m ~ '--1 ~ ~; EL. 686.00' ~ ::::0 ....I.. t....J ~ \ ELEVATION VIEW OF BRIDGE g:A C5 ~ G 1'.4' <:..: .. !!:l w )> N @ .... CJ\ ~ L1J . ~ N ~ ~~ ~ u~ ~ w~ .. ---:p I w 0$ m 'i ABUTl.4ENT 'i ASUTl.4ENT W ~ ~ ~ .. L..-. ~ ,. <.9 ~ - o 9 0 ~(I)LD o ----I -"-- _ Z ..- ~ 4'-3~ 8'-10~ S.E. JB'-2~ 4'-3. a: - I-- I'- re [3" I r. "CEOfPOST CDOrim'? OJ l' . 7 -0 S.W. \. CONCRETE BARRIER GUARD RAil. 1 1"""""- AND BARRIER I-- Z 0 ~ CfJ ~ RAIL, SEE SHED "'.09 SEE SHEET \(.09 ill <( W 0 ~ Wl--~>a: ~ rrzwoCD 5 . i I ~Woca:% 5, _ ~~~ ~~~ ~~a ~~~ ~~~ ~~~ ~ ~ ~ ~ 9 0> - 0 -or w Z ~~ ~ I - -, r - - -, <( ..J > - 0" '1:l 1 I uJ 0... (f) ~ ti : I _ _ _ _ _ _ _ _ _ .J. + _ _ _ _ _ _ _ _ _ -.L _ _ ~ 100 YEAR FL900 ~ ~ 8 ~ [:~ >- I" J .'EL. 697.50 I -- ,CONC. II r ;J : ...____" ABUn.,[NT I I I: ~ I \ ~ ~ CONe. ASUTl.4ENT -1'-------....... I DATE 12-21-04 ~ I \. EXISTING I I 1 1 DRAWN MEl g' L______I__~I '') BENT-...........j I i I--~ CHKD CR ':i 1...1 L... II 2 Ir11 APRQV,BB ~ I :: 1 ',- I I 11 I I I I O 1 ---_ I I '.... 1 I' B/ PILE CAP __ L I I -__ I I 1.00 RIP RMr, _ - ~ 1 --.J -~ PROJECT NUMBER ':;j~ ~______. '" - - ....' __~. " -~. ..-', __~ /(l.690.oo' O ~ w,'-,.v.',~,,"wv_",~__.v._H_I"""'Cv'__"r_'_'.,_"..'''_CC".... ~ 04043 '<t y"n""l.j"'1Y"fV----rr ..""~~.t\,..*('..'1,."~.;lc'"".< 7'.-1,,-n,'.~.h"~f..r'*_r'. ,-1<........","'r. ,..,. 'I:-r' ~ I ~. 25,00 --, 1.. BI PILE CAP ~. ~/ EL. 686.00' NOTE: SHEETTrTlE ~ M~ ROADSIDE ELEVATION VIEW OF BRIDGE 1. SEE SHEET V,10 FOR HANDRAIL CROSS SECTION ,'.,. DElA1LS. & ELEVATION 2. SEE SHEET V.09 FOR BARRIER VIEW .. RAIL DETAILS. "'. SHEET NUMBER V,O? ~ . REV I - --I I ~ f ~ CONCRETE BARRIER RAILS (SEE SHEET Vog) ~! "v~ REINFORCING STEEL - EPOXY COATED BENT BAR DETAILS II' 1'-10" BAR LOCATION SHAPE NO. LENGHT UN. FT. INEIGHT ~ I . r -j ~ 31~ 1" 1" J~" "-0" 6hl RAil, lONGITUDINAL 12 38' 0 456' 0 686 _ 7 1/2". ~ ~ 22 2, ~ tHf-~[~" 6h2 RAil, lONGITUDINAL _ 12 8'-6 102' 0 153 2=-_ -- 4" t-r , 2"" 'l,E/I'" - -- -~ ~ 6h3 RAIL, LONGITUDINAL 12 6.~8 ao: 0 '20 r I I'-~ ] ~r, I N -j ~ . .---L. j- I I I I 6h4 END SECTION, lONGITUDINAL 8 4.3 34 0 52 ... I I -J- q ,"C ' !' !' ,'c - , ., ~","" ,"".~,"' '" ,,",," ", ro T["'"'' "[""'1'" ~ ' I II I I F I 7;' RAIL, POST VERflCALS 96 3' 1 '96'-0 606 ,., . "I "I 7 J1 -~L-- I ~ I 3j2 RAIL, POST TIES 16 3' 8 58'-8 22 -;J 3m1 ";' 512 .. ~\ 3\3 RAIL,TIES \32 5'-4 704'-Q 263 \ " l D=5'/4" r- - 5i4 END SECTION, TIES 16 VARIES 110' 8 116 L- L- ---L-:1 1= '" = = = = = .3 511 POST VERTICALS 32 4' 4 138' 6 144 L-LJ ~~~ v.o 312 POST TIES 0 24 s' 2 124' 0 129 _9=-------_ 10~ _lO=-- _ ~ TOTAL (80TH SIDES) 2361 r r~ I ~ r r~ J' ~ BARRIER RAILS '-1 GJ=' 'I'" ~ r~=, '/'" ~ ~f-'D=' '1'" .:=1 !l) ~ WELDABLE REBAR _________ LOCA TlON LINEAR FEET, "<tl '''it: '<t'i ~N ~ ---..::::: . "" m II l,(lO -,r 3/4" DEEP i-, EAST SIDE 52.00 L 3 j2 .. 3 j3 l'J: 5 j4 :2:: ~ i RUSTICA TlONS WEST SIDE 52.00 I ~~ J> = ~ Il ,~ L- -< _ ,_ PI 3/4" x 8" x 1'-6" BLaCKOUT FOR 0 I r- .- - - WITH OVERSIZED HOLES INSTALLATION \. ---{ C) - , . FOR 3/4" Q) ANCHOR NOTE: ALL DIMENSIONS ARE our TO OUT. O=PIN DIAMETER .:-< t:.., ~ rn 1" ~BDLTS ~ ".. ?"U ::iJ: 0 '" 3H' GROUT SHIM AS ~ NOTES' '<!- 7: D R IR -----' .-"" ",,' 4 1--' EQU ED 1, END POST SHALL BE PRECAST OR CAS!:- N en IN PLACE. P Q'"\ F? II II 2-3/4~ ~ x "-6" III 2. ALL EXPOSED SURFACES SHALL RECEIVE ~ " ALL TREAD WITH 3" CLASS 3 SPECIAL SURFACE FINISH IN ~ ________ PROJECTION ACCORDANCE WITH SECTION 2403.21 OF 0 .. 11 11- ill 1HE 51 ANDARD SPECIFICATIONS FOR a 't:f 't: 'iii HIGHWAY AND BRIDGE CONSTRUCTION. c:: irl 3. SEE NOTE 3 ON SHEET V,09 FOR c... :E . PAYMENT METHOD. ::if PRECAST POST DETAIL , PRECAST POST SECTION @ f- f? <( (4 REQUIRED) V.08 (4 REQUIRED) V.08 U -, I"-- l"~l'.q 1"~I'.q wex;> o " , w 0$ :. W WrrN m 0 O~B ~ 0 ~w~ ~ oc ~~~ ~ mo~~~ ~ ~~028 wt-I-wcr: ::: 2"-0~ a: Z L1J > ~ y~I' f-WWOffi g, /8-5d' "-0" "-0" ;" I _-; 8 r-- ;" I (fJ 2 ~ [: "" j - --I. L I :;;:W(fJ2f- cii I" J~ 3~ U - U ~ tV'2 --+ __ 1- .......... 0 <f' 0: W ti _. _ I I 0 ....J ill Z -'0 <ri - _ CLEAR ~ I I APPROACH..J ~ ~ 0> Ci5 O~ o , I \0 SIDEWALK ill <i cr:a ?i? ~a:oroo...g: <t. '", "'I z -'--- _ !; "- 312 TIES 4) 10 1/2" D.C. (2) J/4"llIx,.-6" J L I ____ ABUTMENT WALL DATE 12-21-04 ~ ALL THREAD w/ 3" r DRAWN MeL .5 PROJECTION v----L CHKD CR ~ A~OO o ~. PRECAST POST SECTION ~ ANCHOR BOLT LAYOUT ~ SIDEWALK SECTION AT ABUTMENT ~ PROJECT NUMBER ~4 1" = l'.Q" V.08 1" ~ 1'.Q" V.08 112'" ~ 1'.Q" V.DB 04043 0_ ;g o' ~ SHEET TITLE N SUPER- STRUCTURE DETAILS & : QUANTITIES SHEET NUMBER ; V.08 &, REV --------- .- - .. 38'-2~ 4'-,3" ~ I - ~" ~f2: AARRIFR RAIL NOTFS: 0' S SPA. 0 7' -4 3/8~ = 36' _9~B . I 1. MINIMUM CLEAR 0\$1 ANC[ FROM f ACE OF ; I! -- r --' -- CONCRETE TO NEAR REINFORCING BAR IS . j- '~ ijJ J 3 SPA .. o I " < TO BE 2~ UNLESS OTH[WI$E NOTED OR ~ ~ 0 ,,,"^ ., ~ H' -i I- r ,-,' d-" 0 SHOWN. E . = . 01 ~ 6hl ~ ~ ~ 2. ALL RAil CONCRETE IS TO BE CLASS 0 . . 6h4 (fiELD ]~ [ 3. ALL OPEN RAil REINFORCING STEEL BEND) QUANTITY 1$ SHOWN ON SHEET v.oa. t ;1. 1- 11 4. ALL EXPOSED CORNERS OF 90' OR SHARPER ARE TO BE FILLETED WITH WITH , 3/4" DRESSED AND BEVELED STRIP. J~~~l , I, ~O" J ! I I 1 -. 5. ALL REINfQFQRCING SHALL BE GRADE 60 11 EO. SPACES 11 EO. SPACES _{~O~ '-0" 11 EO. SPACES 11 EO. SPACES "~~~"~ '.,1 EPOXY CQA TED. 9 Ea. SPACES -i'~O ~ 1 6'-~" I 7'-4~' 7'-4a" I 7'-4~. I 6'-~" I,,_~, 4 SPA. C -I + + + +-- "-0" :: 4'_0. I 41'~6N 3" - It. ABUTMENT TYPICAL ,~~~~IER RAIL ~ It. ABUTMENT ,...., 0 = 4'-3" 7'_ON ,. = 8'-10" ," en 4'-3~ 1'_1" 50 ~8'~ - ~ .." 5'-8~ I 1 :J>=, "'"1 11 7'-6~ 8' 0"< = 9 SPA. 0 11 - j _____ 5j4 - sj" ~ 4' -~.. ,~,. [I. 13 SPA, 0 5l" ~ 6'-2~" Xi I I 1'-4" :~' ~ 4'-0"l _,7 I ~ tt.-6h4 =Ie:; - " , t:] ~ ' _-<r m rr ",. "'" - a: :{o r,\:D .:L~ \....J w " <{ " , F' . > I : 6h5 :~^ CJ ;0 , ;, \' :> w . I :J> N t; - ~\ -t-\- , ~~j--=dV 0" w , (3 /"1" '" -L- ..~---:..._""'~"",.," ~ -' w . 7j1 ::; II 11 1 ' I I" I · ' I . (\J :i '''I ,'_6"S~A4~0" J ' J' ~O" 8 EO. SPA. J~~~-1 6h2 f-~ <( -I' ~ ~ END BARRIE,R. ~:-IL SECTION ~ 0"" '" 4 SPA. 0 ~I I,,"~" w"i' ..., , N "-0" = 4'-0" ,"-~ 5'-11" 0<.0 N - --+ +- w Wa:C\J ,;; (') (')0..""- ... @ S.E. B~~~;;R RAIL ~ o <((I)'" 0 0 1/2"~ 1'..(1 a: ~I-r::: ~ CD~Cfd'i"? '" ~ ~ ,. tiJ<(o::;;;8 N ~ a: JOINT SEALER ~ ~ ON TOP & SIDE w~tJJ~a: 1'-3~ -~ '5 - a:ZwOCD ~ 7'" t tn~a:a:", ro ~I 2 5~ NEWEL POST CAP swtn~f- -' ~ ~1 HSS 3x3x3j16 00a:_0 BOND o 5 ~ ~ ~tJ '" (NOTCH NEWEL POST) ~ BREAKING oj r"" ~ COATING l'5 [b 0 ~ 1i?:3 0 ~ 1/16 ~ a: 0 m CLft , CHANNEL CONN., SEE <( '- DETAIL 4/V.10 L Z 1/16 u: BASE PL. & SHIM BARRIER R~~: !3INT DETAIL @ DATE 12-21-04 -;;; '" C3x5 Pl., SEE DETAILS DRAWN MEL '" 7jV.09 & 6jV.l0 It. POST t. INLAY <t POST c '" 2" CHKD CR .~ j EQUAL ,- EQUAL , 1~" CLR. - APROV. BB i!! ;., 0 ;.. I "'- (TYP) '0" PROJECT NUMBER ... , 't.. r 3~' ~" -I 't" I ;-,1 I ~- '- -3j3 04043 9- 6h1, 6h2, OR 6h3 i HATCHED AREA ~j-~ ~\ 3. ~ 7j' ..J ':~?~~ -", ".., INDICATES AREA ::1 I 0 or BOND ~ , ;. '''' ~t=- /"" HOLES SHEET TITLE N It .~ I I BREAKING COATING .'- "':'S I ,N 0 0 ---- 1/2~ PLATE CONC, BARRIER ,,_,n ...7ji..:://~ .- 3j2 ' '1:t I - ~""-,,--< 'n RAIL & STEEL '. I 2,1 I 2. ~ 3/4- BEV[LED HANDRAIL : I "- H$S 5x5 POST U~~ INLAYS BARRIER RAIL BARRIER RAIL .- BARRIER ~~~; SECTION ~ POST,,~~:TION @ BASEP~~~DETAIL @ JOIN~,~;3TION @ - BARRIER RAIL INlJIY DESIGN SHEET NUMBER , 11 V,09 & TYP INTERIOR & EXTERIQA SIDES VOO \'_I'-{J' REV ------ . , . ~ f 'li" m' 6" ,It' m I 7'-4i~ 7' -4i~ =+.-r!= 5 SPA. @ 7'-5 5/8~ '" 37'_4~B +=- QUANTITIES ~ ! , w .. "' . ,- -r- ~ I ' ITEM AMOUNT E . ~ " ! ' III CONCRETE END o ' III POST, SEE SHEET STEEL SIDEWALK RAILING 85.00 L.F. 6i . ~ . V.OS STEEL BARRIER RAILING 86.64 L.F. ] [ '-~1 t"~ I EAST ELI~~~~ON VIEW Q;) i::: NOTES: ~'I~ l 1. MATERIAL FOR THE TUBE RAILS AND POSTS .... ~ (2) PANELS 0 7'-4 3/4M - END PANELS ~ SHAll MEET ASTM A-soa. GRADE B. BASE ~oc I I PLATES, BARS AND CHANNEL SHAll MEET 4 (5) PANELS 0 7 -5 5/8 - MAIN PANELS A$TM A-36. 5M NEWEL ~ C,iw z POST CAP INTERMEDIATE RAIL TOP RAil 2. ENDS OF RAIL SECTIONS ARE TO BE SAWED ~ ~ BAR 1/2"'2"l / H$S 3)(3:<3/16 :=E~ OR MILLED. ALL CUT ENDS ARE TO BE I[ 'I TRUE. SMOOTH AND FREE OF BURRS OR_ = RAGGED EDGES. 0 C~ c.n 2t 3. RAILING SHALL BE HOT DIPPED GALVANIZ~ 0 "T) , -- NOTCH TUBE AND SHOP PAINTED IN ACCORDANCE WITHY-j r<1 11 3/15V c:J I" I POST FOR RAilS SUPPLEMENTAL SPECIFICATION 97010. ~ COLOR SUBMITTALS SHALL BE REVIEWED BY) "- I - OWNER FOR FINAL SELECTION. COLOR -j r) - I RANGE ANTICIPATED IS 'FOLIAGE GREEN'. _-.... r-- n'- ill m ".. \' . . -~ ,. THE STUD CONCRETE ANCHORS SHALL BE- I\ ~ . STAINLESS STEEL AND HAVE A MINIMUM 0 7::: ~.) 9 "' - " PULL OUT STRENGTH OF 2000 POUNDS :2: => ~ --. BASED ON 4000 PSI CONCRETE. ).> N ;! , 0\ "' ~I :" ;.. I 5. HANDLING. STORAGE AND INSTALLATION OF t; . HSS 5x5x3/16 ~ , I H$S 5:0:5 POST STEEL SIDEWALK HANDRAIL SHALL BE IN w POST " (~ , .v ACCORDANCE WITH SECTION 2414.06 OF a .v '" -' (1)." , THE STANDARD SPECIFICATIONS. ~ W . j I '" ::;; I 6. ALL RAILING POSTS TO BE VERTICAL AND N WALKWAY f-"7 ::t - TOP RAIL TO BE PARALLEL TO GRADE. <! SlOE 0- "' 7. ALL DIMENSIONS ARE HORIZONTAL UNLESS w'? N , 'v - ' " "';'/'W :\ , 13/16~0 HOLES FOR NOTED OTHERWISE. Ow N '- W Wa:N Oi 3\4" SQ. BAR 8. FOR DETAILS OF CONCRETE END POST, SEE Cl Clo..@. .. 1/4" BENT PLATE, ;- 9/16" HOLES FOR SHEET V.OB OF THESE PLANS. o -0:(/)", 0 SEE DETAIL '/S10~~ 1/2" so. BARS 0 iI ~I-r::: ~ , , , '" ~ ~. - ,~ ~ ~ " ~ .. .. ,- . 3/\6V ~ 9. GROUT SPACE BETWEEN BASE PLATE AND root?:i'iJ"? ~ , I ~ "-- 3/'" sa, BAR \ :,,1 ' , CONCRETE DECK WITH AN APPROVED EPOXY tiJ~o::;;8 \/4V ~ OR LATEX MODIFIED MORTAR AFTER - i [ 3/16 TEMPORARY SHIMMING. Wl-tu~a: - BASE PLATE. SEE ~' ~ ~ .J "~ ,,1"' '- (3) 1/2" SO. BAR lBono" RAIL V il g:i'iJworo '5 g, (6) 3/4" SO BARS _ 2 20~.21 "",I 10. NEWEL POST CAP SHALL BE NUMBER 5147 (/)::;; a: a:,*" CJx5 BY R&B WAGNER OR EQUAL. '" DETAIL 5/V.l0 o 5 3/4" SPACING TYPICAL H~~~_~~IL SECTION @ swtJ~f- -' DRilL 3/8" WEEP 0, 00a:_0 ;: 1/2"el EXP. ANCHORS SYMMETRIC ABOUT If. HOLE (TYP.) 0::5 W z ~ti " w/ 5" EMBED. 0 L1i tb 6 ~ ~:3 ?i TYPICAL HANDRAIL PANEL Q;) 2 IT: 0 m n...g: -' 1112'_l"-{I" <! Z u: DATE 12-21-04 -;; DRAWN MEL '" c CHKD CR .j< 10" APROV. B8 f! l~fl _ Ii" 9 ~ 3i" :Ji" r- ",. PROJECT NUMBER .. '-I'I.-rrr-- , 0 ," 04043 .." . J~--' 9" ~~l .....w"l .. , ....1 ~,- .. HSS 5x5 g. I J I Sl .=J~- 1/2" PLATE ----....... (3) 9/16" NOTCHES I SHEET TrTLE N I (3) 9/16" HOLES NOTE: STEEL ~ 9/16" LONG SIDEWALK L ~ SLOTTED HOLES PROVIDE (2) 1/16" 5.5. SHIMS PER POST. USE AS REQUIRED HANDRAIL . ~ PL 1/4)(2xO'-7" '.. - CHANNEL CON,~~:TION TO POST G;) BASE PLATE ~ SHI~".~;;AIL ~ SHEET NUMBER . 1112'-T'-{I" V,10 &. REV MEADOW STREET BRIDGE REPLACEMENT OVER THE SOUTH BRANCH OF RALSTON CREEK Opinion of Construction Cost December 21, 2004 I,.EM'" ITEM CODE DESCRICTION UNIT~ DIVISION 1 I ~~SION 2 fnTAl . "NrTCO<T OMSION 1 D~~?,Nn~J OUANTITY UANTITY EXTENDED r-"~T EXTEN D ST , 2101-0a50001 CLEAR+GRUBB ACRE 0.21 0.07 0.28 $ 10,000.000 $ 2,100.000 $ 700.000 2 2102.2710070 EXCAVATION, Ct 10, RDWY+BORROW CY 322 117 439 $ 10.000 S 3,220.000 $ 1,170.000 3 2104-2710020 EXCAVATION, Cl10, CHANNEL CY 385 385 $ 25,000 $ 9,625.000 $ 4 2105-&425005 TOPSOil. FURN+SPREAD CY 100 '00 . 25.000 $ 2,500.000 $ 5 2111.fl174100 GRANUlAR SUBBASE SY 2110 2110 . 5.000 S 10,550.000 $ 6 2115-{)100000 MODIFIED SUBBASE CY 50 50 '00 . 25.000 $ 1,250.000 $ 1,250.000 7 2213-7100400 RElOCATION OF MAIL BOX EACH 2 2 . 250.000 $ 500.000 $ , 8 2301.(1685100 BRIDGE APPROACH SECTION SY '" 111 . 40.000 $ 4,440.000 S 9 2301.1033070 STDJS-F pce PAVT, Ct C CL 3, 7" SY 915 189 1104 . 27.000 $ 24,705.000 S 5,103.000 '0 2301.1083070 STDI5-F Pee PAVT, Cl M Cl3, r SY 125 125 . 30.000 $ . 3,750,000 11 2303-0013500 HMA(100K ESAL), BASE, INT, OR SURF, 112 IN MIX, NO FRIC. REaD. TON 10 10 . 65.000 $ 650.000 $ , 12 2303-3400000 ADJUSTMENT OF FIXTURE EACH 1 , . 500.000 $ 500.000 $ , 13 2312.fl260051 GRAN SURF ON ROAD,Cl A CRUSHED STONE TON 125 75 200 $ 30.000 $ 3,750.000 $ 2,250.000 14 2401-.6745625 REMOVAl OF EXISTING BRIDGE LS , , S 10,000.000 S 10,000.000 $ . 15 2402-0425030 GRANULAR BACKFIU CY 170 170 . 25.000 $ 4,250.000 $ , 16 2402.2720000 EXCAVATION, Cl20 CY 302 302 . 20.000 $ 6,040.000 $ . 17 24OM1QOO10 STRUCT CONC (BRIDGE) CY 250.4 250.4 $ 450.000 $ 112,680.000 $ . '8 2~7775000 REINFORC STEEL La 8149 8149 $ 0.800 $ 6,519.200 $ '9 2404-7775005 REINFORC STEEL, EPOXY COATED La 31245 31245 . 0.900 $ 28,120.500 $ 20 2414-6424120 CONCRETE OPEN RAILING If 109.2 109.2 $ 45.000 $ 4,914.000 $ 21 241~ ORNAMENTAL METAL RAIL LF 85 85 $ 190.000 $ 16,150.000 $ 22 2501-5425042 PILE, DRIVE STEEL BEAR. HP 10X42 If 530 530 $ 28.000 $ 14,840.000 $ 23 2501-5550042 PlLE, FURN STEEL BEAR. HP 10)(42 If 530 530 $ 2.000 $ 1,060.000 S , 24 2502.s21201. SUBDRAIN, r..ONGITUDlNAL, 4- LF 530 530 $ 7.500 $ 3,975.000 $ 25 2503-4470410 INTAKE RA-41 EACH 1 , . 2,500.000 $ 2,500.000 $ , 26 2503-4470430 INTAKE RA-43 EACH 7 2 9 $ 2,700.000 $ 18,900.000 $ 5,400.000 27 2503-4470630 INTAKE RA-63 EACH , ,. $ 1,750.000 $ $ 1,750.000 28 2503-4480500 STORM SWR UTILITY ACCESS RA-50 EACH 5 5 . 2,000.000 S $ 10,000.000 29 2503-7181036 RMV STORM SWR PIPE </=- TO 36- If 560 560 $ 10.000 $ $ 5,600.000 30 2503-7325015 SWR. 2000D STORM, 15" If 73 73 . 25.000 $ 1,825.000 $ 31 2503-7325018 SWR, 20000 STORM, 18" LF 81 81 $ 35.000 $ 2,835.000 $ 32 2503-1325030 SWR. 20000 STORM, 30" If 77 241 318 . 65.000 $ 5,005.000 $ 15,U5.QOO 33 2503-7325036 SWR, 20000 STORM, 36" If 29 29 $ 85.000 $ 2,465.000 $ . 34 2503-7382006 SWR, PlASTIC STORM, 6" LF 18 " $ 15.000 $ $ 270.000 35 2503-7382018 SWR. PlASTIC STORM, 18" If 21. 214 $ 30.000 $ $ 6,420.000 38 2503-7382024 SWR. PlASTIC STORM, 24- If '42 142 . 40.000 $ , $ 5,680.000 37 2503-7382030 SWR, PlASTIC STORM, 30" LF 167 187 $ SO.OOO S . 9,350.000 38 2504-7055008 SWR. DUCTILE IRON SAN, 8- If 60 60 $ 25.000 S $ 1,500.000 39 2504-7080021 SWR, CONC SAN, 2OOOD, 21- If 6 6 . 75.000 S 450.000 $ 40 2504-3462510 SAN SWR UTfUTY ACCESS (PRECAST) (RA-51) EACH 3 3 $ 2,500.000 $ 7,500.000 $ 41 250U462520 SAN SWR DROP UTIL ACCESS (PRECAST) (RM)2J EACH , , $ 2,750.000 $ 2,750.000 S , 42 2506-4984000 FLOWABLE MORTAR CY 5 2 7 $ 25.000 $ 125.000 $ 50.000 43 2507-6750600 REMOVAL OF INTAKES AND UTilITY ACCESS EACH 9 9 . 500.000 $ , $ 4,500.000 44 2507..a029000 EROSION STONE TON 300 300 $ 30.000 $ 9,000.000 $ , 45 2510-6745850 REMOVAL OF PAVEMENT SY 959 314 '273 $ 10,000 S 9,590.000 S 3,140.000 46 2511-6745900 REMOVAL OF SIDEWALK SY 170 ,.. 338 . 10.000 $ 1,700.000 $ 1,680.000 47 2511~7526004 SIDEWALK, pee, 4- SY '9' ,.. 359 $ 22,500 $ .,297,500 $ 3,780.000 48 2515-2475006 DRIVEWAY, pce, 6" SY 102 102 $ 25.000 $ 2,550.000 $ 49 2515-6745600 REMOVAL OF PAVED DRIVEWAY SY 102 '02 $ 10.000 $ 1,020.000 $ . 50 2519-6745175 REMOVAL OF CHAIN LINK FENCE, AS PER PlAN STA '.3 '.3 $ 500.000 $ 650.000 $ , 51 2528-&445110 TRAFFIC CONTROL LS 0,8 0.2 1 $ 2,500.000 $ 2,000.000 S 500.000 52 2533-4980005 MOBILIZATION LS 0.6 0,2 , S 60,000.000 $ 48,000.000 $ 12,000.000 53 2535-2000460 SEGMENTAL RETAIN WAlL SF 756 756 $ 25.000 $ 18,900.000 $ - 54 2598-33800'0 FIRE HYDRANT ASSEMBliES EACH , , $ 1,500.000 S . $ 1,500.000 56 2598-3n8006 GATE VALVE+VALVE BOX, 6" EACH 2 2 $ 400.000 $ . . 800.000 56 2598-08805606 WATER MAIN, DUCTILE IRON, 6" If 320 320 $ 25.000 S $ 8,000.000 57 259B-8810200 WATER MAIN FITTING LB 1420 1420 $ 10.000 $ . $ 14,200.000 .. 2599-9999005 AIR RElEASE VALVE AND PIT EACH 1 1 . 7,500.000 S 7,500.000 $ , 59 2_ SEWER, SANITARY, (PVC TRUSS) 8" DIA. If 44 ... $ 25.000 $ 1,100.000 $ , 60 2599-9999009 SEWER, SANITARY, (NC TRUSS) 10. DIA. LF 76 78 $ 35.000 $ 2,730.000 S , 61 2599-9999009 ORNAMENTAL. METAL RAil AT OPEN RAIL If 87 87 $ 190.000 $ 16,530.000 S 82 2599-9999009 ORNAMENTAL METAL PAlL AT SEGMENTAL WAlLS If '05 '05 $ 190.000 S 19,950.000 $ , 63 2599-9999009 WATER MAIN, STAINLESS STEEL, e- LF 62 62 . 60.000 $ 3,720.000 $ , 64 2599-6999009 SLEEVES, LONG. IN BRIDGE STRUCT., PVC, 6-ID If '26 126 $ 45.000 $ 5,670.000 $ , 65 2601-2639010 SOD sa 59 186 245 . 60.000 $ 3,540.000 $ 11,160.000 58 2601-2643110 WATER-50D/SPEC DITCH CNTlJSLOPE PROTECT MGAL 0.1 0,' 0.2 . 5,000.000 $ 500.000 $ 500.000 67 2602-0000020 SILT FENCE LF 248 143 391 . 2.000 $ 496.000 S 286.000 .. 2602-0000110 BAlE.orrCH CHECK EACH 50 '0 60 $ 50.000 S 2,500.000 $ 500.000 Opinion of Constl'\lctlon Cost .. $ 442,261.200 $; 126.008.000 N Opinion of Total Construction Cost '=' $ 568,269.200 N :ot: (Division 1 and 2) -" S2 v:.:--.,.. r-, --(-.. '--' -- 0:...::: II; <<:( ';l l..L :J >-- , - ()L:::::: I >-U LL c:::. l.1.J i-4 '"- (.) 5f.' u-, = 0 = ="-.l .- I -- , . / . January 2004 IOWA DEPARTMENT OF TRANSPORT A nON AGREEMENT FOR FEDERAL-AID HIGHWAY BRIDGE REPLACEMENT AND REHABILITATION (HBRR) PROGRAM PROJECT RECIPIENT: City ofIowa City PROJECT NO: BROS-3715(626)--8J-52 lOW A DOT AGREEMENT NO: 6-04-HBRR-09 This is an agreement between the City of Iowa City, Iowa (hereinafter referred to as the RECIPIENT) and the Iowa Department of Transportation (hereinafter referred to as the DEPARTMENT), Iowa Code Sections 306A.7 and 307.44 provide for the RECIPIENT and the DEPARTMENT to enter into agreements with each other for the purpose of financing transportation improvement projects on streets and highways in Iowa with Federal funds, The RECIPIENT proposes a Highway Bridge Replacement and Rehabilitation (HBRR) Program project for funding under See, 144 of Title 23, United States Code. The Transportation Equity Act for the 2 I st Century (TEA-2I), enacted in 1998, provided for the Federal-aid Highway Bridge Replacement and Rehabilitation (HBRR) Program to replace or rehabilitate bridges on public roads on and off the Federal-aid System, Federal regulations provide that the HBRR funds are to be administered by the DEPARTMENT, The OMB (Office of Management and Budget) Circular A-133 requires the RECIPIENT to report the CFDA (Catalog of Federal Domestic Assistance) number and title on all Federal-Aid Projects, The RECIPIENT will use CFDA #20,205 and title, "Highway Planning and Construction" for this project. This information should be reported in "The Schedule of Expenditures of Federal Awards", Pursuant to the terms of this agreement, applicable statutes, and administrative rules (761 lAC Chapter 161), the DEP AR TMENT agrees to provide HBRR funding to the RECIPIENT for the authorized and approved costs for eligible items associated with said improvements, In consideration of the foregoing and the mutual promises contained in this agreement, the parties agree as follows: J. The RECIPIENT shall be the lead local governmental agency for canying out the provisions of this agreement. 2, All notices required under this agreement shall be made in VlTiting to the DEPARTMENT and the RECIPIENT's contact person, The DEPARTMENT's contact person shall be the District 6 Local Systems Engineer, The RECIPIENT's contact person shall be the Assistant City Engineer, ------ HBRR Program Project Agreement Page 2 3, The RECIPIENT shall be responsible for the development and completion of the following described bridge project: A. FHW A Structure Number: 006560 B. Location: Meadow Street over S, Branch of Ralston Creek C, Preliminary Estimated Total Cost: $492,000 4. The RECIPIENT shall receive reimbursement for authorized and approved project costs of eligible items from HBRR Federal funds, The portion ofthe eligible project costs paid by HBRR Federal funds shall be limited to a maximum 01'80 percent of eligible costs or one million dollars ($1,000,000), whichever is less, 5, The eligible project construction limits shall include the bridge plus grading and/or paving to reach a "touchdown" point determined by the DEPARTMENT, 6, Federal-aid HBRR funds may be used to cover engineering costs (design and construction inspection services), If the RECIPIENT chooses to use Federal-aid HBRR funds for consulting engineering purposes, the $1,000,000 project funding limit will also iI~clude the amount of Federal-aid funds for engineering services, if authorized, 7, This agreement will become null and void if the project described in Section 3, drops out of the approved current Statewide Transportation Improvement Program (STIP) prior to obligation of Federal funds, 8, If any part of this agreement is found to be void and unenforceable, the remaining provisions of this agreement shall remain in effect. 9, It is the intent of both parties that no third party beneficiaries be created by this agreement. 10, This agreement shall be executed and delivered in two or more copies, each of which so executed and delivered shall be deemed to be an original and shall constitute but one and the same instrument. 11. The project must be let to contract within three (3) years of the date this agreement is approved by the DEPARTMENT, If not, the CITY may be in default, for which the DEP ARTMENT may revoke funding commitments, This agreement may be extended for a period of six (6) months upon receipt of a written request from the CITY at least thirty (30) days prior to the three (3) year deadline, . HBRR Program Project Agreement Page 3 12, This agreement, as set forth in items I through 12 and EXHIBIT I paragraphs I through 30 herein, constitutes the entire agreement between the DEPARTMENT and the RECIPIENT concerning this project, Representations made before the signing of this agreement are not binding, and neither party ha~ relied upon conflicting representations in entering into this agreement. Any change or alteration to the terms of this agreement must be made in the form of an addendum to this agreement. Said addendum shall become effective only upon written approval of the DEPARTMENT and the RECIPIENT, IN WITNESS WHEREOF, each of the parties hereto has executed this Agreement Number 6-04- HBRR-09 as of the date shown opposite its signature below, B Date March 16 , 2004 Title Mayor 1,_ Mari an K. Karr , certify that I am the Clerk of the CITY, and that~rnest W. Lehman , who signed said Agreement for and on behalf of the CITY was duly authorized to execute the same by virtue of a formal Resolution duly passed and adopted by the CITY, on the 16th day of March , 2004, Signed~~ R. ~A.J Date March 16 , 2004 City Clerk ofIowa City, Iowa ~BY #IG r~ ~ ~~~ lOW A DEPARTMENT OF TRANSPORTATION . City Attorney's OffIce Highway Division By t I? ~ a.a.:- Date H....y ~ ,2oo't R ger R. Walton, P,E, Local Systems Engineer District 6 , December 2003 EXHIBIT 1 Standard Provisions for Federal-Aid Project Agreement 1. Since this project is to be financed with local and Federal funds, the RECIPIENT shall take the necessary actions to comply with applicable State and Federal laws and regulations, In all programs and activities of Federal-aid recipients, subrecipients, and contractors, no person in the United States shall be excluded from participation in, be denied the benefits of, or be otherwise subjected to discrimination on the grounds of race, color, national origin, sex, age or handicap/disability, The DEPARTMENT will determine a Disadvantage Business Enterprise (DBE) Commitment on all Federal-aid projects, 2, The RECIPIENT must receive notice of FHW A authorization from the DEPARTMENT hefore beginning any work for which federal-aid Reimbursement will be requested. The cost of work, occurring prior to securing FHW A authorization, will not be reimbursed with federal-aid funds. The RECIPIENT must contact the District Local Systems Engineer to obtain the procedures necessary to secure FHW A authorization. 3, The RECIPIENT shall take the appropriate actions and prepare the necessary documents to fulfill the FHW A requirements for project environmental studies including historicallcultural reviews and location/design approval. Tbe Recipient shall complete any mitigation agreed upon in the FHW A approval document. Iffarmland is to be acquired, whether for use as project right-of-way or permanent easement, the RECIPIENT shall submit the {J,S, Department of Agriculture Farmland Conversion Impact Rating form, when required, to the {J,S, Natural Resources Conservation Service (NRCS), 4, The RECIPIENT shall obtain agreements, as needed, from railroad and utility companies and shall obtain project permits and approvals, when necessary, from the Iowa Department of Cultural Affairs (State Historical Society of Iowa; State Historic Preservation Officer), Iowa Department of Natural Resources, {J,S. Coast Guard, {J,S, Army Corps of Engineers and the DEPARTMENT, etc, 5, TIle project plans, specifications and project cost estimate (PS&E) shall be prepared and certified by a professional engineer licensed to practice in the State of Iowa, The RECIPIENT shall submit the plans, specifications and other contract documents to the DEPARTMENT for review and authorization to let the project. .. , EXHIBIT 1 Page 2 6, If Federal-aid is requested for in-house engineering services, the RECIPIENT will follow the procedure outlined by the DEPARTMENT, The RECIPIENT, desiring to claim indirect costs under Federal awards, must prepare an indirect cost rate proposal and related documentation in accordance with the requirements of Office of Management and Budget (OMB) Circular A-87 - Cost Principles for State, Local, and Indian Tribal Governments, Rcimbursement eligibility requires an indirect cost rate proposal to be certified by the governmental unit designated cognizant agency or the Federal agency providing the largest amount of Federal funds to the governmental unit. 7. If Federal-aid is requested for preliminary and/or construction engineering costs, the RECIPIENT will select a consultant(s) in accordance with the DEPARTMENT's consultant selection process, 8, The RECIPIENT and the Consultant shall prepare a consultant contract for engineering services in accordance with Title 23, Code of Federal Regulations, Part 172 - Administration of Negotiated Contracts (23 CFR 172). This is required only if the RECIPIENT uses federal funds for engineering services, 9, After the contents of the consultant contract have been mutually approved, the RECIPIENT shall execute the contract and forward the same to the DEPARTMENT for authorization only if federal funds are used for engineering services, 10, If preliminary engineering is federally funded, if the "do nothing" alternate is not selected, and if right-of-way acquisition for or actual construction of the road is not started by the close of the tenth fiscal year following the fiscal year in which the Federal- Aid Project agreement is executed, the RECIPIENT will repay to the DEPARTMENT an amount equal to the amount of Federal funds made available for such engineering, 11. The RECIPIENT shall acquire the project right-of-way, whether by lease, easement or fee title and shall provide relocation assistance benefits and payments in accordance with the procedures set forth in the DEPARTMENT's Right of Way Manual. The RECIPIENT shall contact the DEP AR TMENT for assistance, as necessary, to ensure compliance with the required procedures, even if no federal funds in Right of Way purcha~e are involved, The RECIPIENT will need to get environmental concurrence before acquiring any needed right-of-way, With prior approval, hardship and protective buying is possible. If the RECIPIENT requests Federal-aid participation for right-of-way acquisition, the RECIPIENT will need to get environmental concurrence and Federal Highway Administration's (FHW A) authorization before purchasing any needed right-of-way, 12, The RECIPIENT shall comply with the Policy for Accommodating Utilities on City and County Federal-aid Highways Right of Way and the Policy for Accommodating Utilities on Primary Road System when on State's right of way, Certain utility relocation, alteration, adjustment, or removal costs to the RECIPIENT for the project may be eligible for Federal-aid reimbursement in accordance with the FHW A rules applicable to the type of utility involved and Iowa Code Chapter 306A, , EXHIBIT 1 Page 3 13, Traffic control devices, signing, or pavement markings installed within the limits of this project shall conform to the "Manual on Uniform Traffic Control Devices for Streets and Highways" per 761 Iowa Administrative Code (lAC) Chapter 130, The safety of the general public shall be assured through the use of proper protective measures and devices such as fences, barricades, signs, flood lighting, and warning lights as necessary, 14, The RECIPIENT shall forward a Fedcral-aid Project Development Certification and final PS&E to the DEPARTMENT, As a condition for the Department to let project, the RECIPIENT agrees that the RECIPIENT has the financial resources to proceed with the project if bids submitted are 110% ofthe project cost estimate or less, If the RECIPIENT is a city, the RECIPIENT shall comply with the public hearing requirements of the Iowa Code section 384.1 02, 15, If the project is to be accomplished via a contract awarded by competitive bidding, the project will be let by the DEPARTMENT in accordance with its normal letting procedures, After bids are received and reviewed, the DEPARTMENT will furnish the RECIPIENT with a tabulation of responsive bids received, 16, When let by the DEP AR TMENT, the DEP AR TMENT will prepare an Iowa DOT Staff Action for concurrence to award the contract. The DEPARTMENT will mail three (3) originals of the unexecuted contract(s) to the RECIPIENT, 17, The RECIPIENT shall take action to award the contract or reject all bids, Following award of contract and signature by the lowest responsive bidder, the RECIPIENT shall forward to the DEPARTMENT two (2) copies of the fully executed contract, two (2) copies of the performance bond, and two (2) copies of the certificate of insurance, 18, If Federal-aid is requested for force account construction, the RECIPIENT will follow the procedure outlined by the DEPARTMENT, 19, The DEPARTMENT will prepare the Federal-aid Project Agreement and submit it for Federal Highway Administration (FHW A) approval and obligation of Federal-aid funds, 20, The RECIPIENT shall comply with the procedures and responsibilities for materials testing and construction inspection according to Department's Instructional Memorandums (I.M.'s), The DEPARTMENT will bill the RECIPIENT for testing services according to its nonnal policy, 21. The project shall be constructed under the DEPARTMENT's Standard Specifications and applicable special provisions, Prior to their use in the PS&E, specifications developed by the RECIPIENT for individual construction items shall be approved by the DEPARTMENT, 22, If the project right-of-way is federally funded and if the actual construction is not ----- ---- -- , EXHIBIT I Page 4 undertaken by the close of the twentieth fiscal year following the fiscal year in which the Federal-Aid Project agreement is executed, the RECIPIENT will repay the sum or sums of Federal funds in the right of way to the DEPARTMENT. 23, The RECIPIENT may submit to the DEPARTMENT periodic itemized claims for reimbursement for eligible project costs. Reimbursement claims shall include certification that all eligible project costs, for which reimbursement is requested, have been completed in substantial compliance with the terms of this agreement. 24, The DEPARTMENT shall reimburse the RECIPIENT for properly documented and certified claims for eligible project costs, either by state warrant, or by crediting other accounts from which payment may have been initially made, If, upon audits of contracts, the DEPARTMENT detel1llines the RECIPIENT is overpaid, the RECIPIENT shall reimburse the overpaid amount to the DEPARTMENT, 25, Upon completion of the project described in this agreement, a professional engineer licensed to practice in the State ofIowa shall certify in writing to the DEPARTMENT that the project was completed in substantial compliance with the plans and specifications set out in this agreement. Final reimbursement of Federal funds shall be made only after the DEPARTMENT accepts the project as complete, 26, The RECIPIENT shall maintain all books, docwnents, papers, accounting records, reports and other evidence pertaining to costs incurred for the project. The RECIPIENT shall also make such materials available at all reasonable times during the construction period and for three years from the date offinal Federal reimbursement, for inspection by the DEPARTMENT, FHW A, or any authorized representatives of the Federal Government. Copies of said materials shall be furnished by the RECIPIENT if requested, 27, The RECIPIENT agrees to indemnify, defend and hold the DEPARTMENT harmless from any action or liability arising out of the design, construction, maintenance, placement of traffic control devices, inspection or use of this project. This agreement to indemnify, defend and hold harmless applies to all aspects of the DEPARTMENT's application review and approval process, plan and construction reviews, and funding participation, 28, The RECIPIENT shall maintain, or cause to be maintained, the completed improvement in a manner acceptable to the DEPARTMENT and the FHWA, 29, Implementation of Clean Air Act and Federal Water Pollution Control Act (Applicable to Contracts and Subcontracts which exceed $100,000): - - . ' EXHIBIT I Page 5 a, The RECIPIENT stipulates that any facility to be utilized in performance under or to benefit from this agreement is not listed on the Environmental Protection Agency (EPA) List of Violating Facilities or is under consideration to be listed, This is issued pursuant to the requirements of the Clean Air Act, as amended, and the Federal Water Pollution Control Act, as amended, b. The RECIPIENT agrees to comply with all of the requirements of Section 114 of the Clean Air Act and Section 308 of the Federal Water Pollution Control Act, and all regulations and guidelines issued thereunder, 30, If the RECIPIENT elects to levy special assessments as a means of raising the local share of the total project costs, the RECIPIENT shall reimburse the DEPARTMENT in the amount that payments of Federal-aid and collections of special assessments, excluding interest and penalties, exceed the total cost of the public improvement as established by the provisions ofIowa Code Chapter 384 (Cities) and Iowa Code Chapter 311 (Counties), The RECIPIENT agrees that at such time as its collections (exclusive of interest and penalties which shall be retained by the RECIPIENT) from special assessments levied for this project exceed the local share of total projects costs, the RECIPIENT shall refund to the DEPARTMENT all funds collected in excess of the total project costs (including interest and penalties associated with the amount ofthe excess) within sixty (60) days of the receipt of any special assessment payments, The RECIPIENT shall notifY the DEPARTMENT when any lands specially assessed no longer qualifY for an agricultural deferment ofthe special assessment have been satisfied. The DEI' AR TMENT shall credit reimbursement billings to the FHW A in the amount of refunds received from the RECIPIENT, Pr~ r ~Jm: Prepared by: Denny Gannon, Asst. City Engineer, 410 E. Washington St., Iowa City,IA 52240, (319)356-5142 RESOLUTION NO, 05-4? RESOLUTION SETTING A PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE MEADOW STREET BRIDGE REPLACEMENT AND DOVER STREET DRAINAGE BASIN IMPROVEMENTS PROJECT [BROS-3715{626}-8J-52], 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 15th day of February, 2005, at 7:00 p,m, in the I'Omma J, Harvat Hall, City Hall, Iowa City, Iowa, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk, 2, That the City Clerk is hereby authorized and directed to publish notice of the public hearing for the above-named project 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 1st "YO~2 ' 20 05 ~ --- - MAYOR ATTEST: ~.:.._~ K, ~ 11~(C-"5- CITY ERK pwenglres/setph-meadowdover.doc Resolution No, 05-42 Page 2 It was moved by Sa il ey and seconded by o I 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 _-1.......... . Vanderhoef X Wilburn ---- NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT AND ESTIMATED COST FOR THE MEADOW STREET BRIDGE REPLACEMENT AND DOVER STREET DRAINAGE BASIN IMPROVEMENTS PROJECT [BROS-3715(626)--8J-52] 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 conduct a public hearing on plans, specifications, form of contract and estimated cost for the construction of the Meadow Street Bridge Replacement and Dover Street Drainage Basin Improvements Project [BROS-3715(626)-,8J-52] in said city at 7:00 p,m, on the 151h day of February 2005, said meeting to be held in the Emma J, Harvat Hall in City Hall, 410 E, Washington Street in said city, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk, Said plans, specifications, form of contract and estimated cost are now on file in the office of the City Clerk in City Hall in Iowa City, Iowa, and may be inspected by any interested 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, MARIAN K. KARR; CITY CLERK ------ ,. LETTER OF TRANSMITTAL m, Shoemaker J., Haaland Date February 10, 2005 I Engineering Land~e Nchlte<<Ure Surveying + Job No, 04043 160 Holiday Road Attention Dennis Gannon, P,E, Coralville. Iowa 52241 Phone: 319,351.7150 Re: Meadow Street Bridge Replacement Fax: 319,337,6792 To: City of Iowa City 410 East Washington Street Iowa City, IOy.'a 52240 We are sending you ~ Attached o Under separate cover Via: Personal Courier The following item/s: o Shop drawings o Specifications ~ Plans o Samples o Copy of letter o Change order o Prints o Other. Copies Date Number Description of Items 2 sets 2/10105 Rev,l Plan sets . -. ----- , Action required noted below: o For approval o Furnish as submitted o Resubmit copies for review ~ For your use o Furnish as noted o Submit copies for dist~ibution ~ As requested o Returned for correction o Return corrected prints o For review and comment o For bids due on date: _ o Prints returned after loan to US REMARKS: ;'.....; 0 = Denny: = >0 <.n ...,., """- rrj ~ ~ RJ l _.... . J:i Revisions have been highlighted, ---I r)--<: <:;;; T\ - -Ie' .:=- ~- .......~ ;,1 - " r; v R:G _po --, ~A ~ ,-..J ;; .. ", '-0 Copies to: Signed: Robert A, Bang, P,E. STANDARD ROAD PLANS e Iowa Department of T ransportotion rol'#L, SHEETS Lu If) Highway Division MAJOR WORK TYPES " ~O he 0 lowing tandord ood Ions 5 a I be conSIdered considered a licoble to construction ..ark on this fo'ed PROJECT NUMeER 01 NUMBER DATE NUMBER DATE NUMBER DATE PLANS OF PROPOSED IMPROVEMENTS ON THE F\I C\; ClASS 10. 20. & 23 STRUCTURAl BROS'-3715(6'26)--lSJ-52 If) [,1__ ' CONCRETE. REINFORCING. STEEL PILES. <.:>~ RA-40 4 1$ 03 RA-63 2/"/00 RH-22 '1'2/99 pee PAVING. RETAlNINC WALLS. STORM R.O.W. PROJECT NuYB(R Z I RA-41 4 15 03 RA-66A 10/19/04 RH-50 4/20/0' CITY r 'ifER. I-r<) RA-.43 .. 15 03 RB-3 11/22/99 RH-51 4/20/04 OF IOWA Cil;Ofi1'(a \ l, Pi1 4: L PROJECT I~TlON HlJt,IBER 1-0 4/20/04 W o.-SO 4 15 03 RB-6 4/20/04_ RH-52 ....J RF-19A 7/15/97 RK-19A 10/29/02 JOHNSON COUNTY RA-51 4 15 03 .." EI~:( RA-52 " 15 03 .~~ ~'..~ ri RK-19B 10 29 02 CiTY \._'t_ ll' ~-53 2 11 00 RF-19E 10/0J/00 RS- 26B 10/28/97 REPLACEMENT lCO!NCiT'< IOWA SHEETS RA-55 10/19/04 BRIDGE INDEX OF N MEADOW STREET OVER THE NO, DESCRIPTION . to A.01 TITlE SHEET I ~ A.O GENERAL NOTES &. REFERENCE MAP J , ; SOUTH BRANCH OF RALSTON CREEK 8.01 04 TYPICAl. CROSS SECTIONS &. DETAILS CO I I PROJECT C.Ol ESTIMATE 9f aUANTlTIES _~ ' ' . I 'C.- LOCATION BROS-3715(626)--8J-52 C.02-C.03- ESTIMATED REFERENCE INFORMATION I C.04 GENERAL NOTES &. STANDARD NOTATIONS 0.01-0.02 STREET ~AVEMENT p~_~_.~~OiILE ---. t-'~~.~ · FHWA# 006560 - - 1O w""""' " LOl INTERSECTION LAYOUT & GRADING PlAN N ~ ~ ;; - ~:!i . . G.Ol EASEMENT PlAN 1O I ~ i ~A~ i ~ .---- I J..91 TRAFf~ CONTROL PlAN - -- ------ ~ ~"-'~l ~ I K.Ol JOINT PlAN to ll~ 5 ~ CORNEU. AVE RAVOf The Iowa Deportment of Transportation Standard Specifications for Hi9hwoy and Bridge M.Ol-M.03- STORM SEWER PlAN &. PROFilE ~ f WATER MAIN PlAN &: PROFILE r-- """,", .. i '" Construction, Series 2001. plus the applicable General Supplemental Specifications, M.11 I") Developmental Specifications. Supplemental Specifications and Special Provisions, sholl apply M.21 STORM WATER POLLUTION PREVENTION PLAN__ I to construction work on this project. M.31 SANITARY SEWER PlAN &. pRQnLE U.Ol RETAINING WAll DETAILS (f) ~ ~~ ... V.Ol-V.l0 BRIDGE INFORMATION 0 : 0::: PROJECT TRAFFIC CONTROL PLAN Q) THIS ROAD WILL BE CLOSED TO THROUGH TRAFFIC DURING CONSTRUCTION. SIGNS FOR CLOSURE PER STANDARO ROAD PLAN RS-26B. TRAFFIC CONTROL DEVICES, PROCEDURES, 1; ( /NDIC.Ait;;? R6.VISION LAYOUTS, SIGNING, AND PAVEMENT MARKINGS INSTALLED WITHIN THE LIMITS or THIS PROJECT SHAll CONFORM TO THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND fR'OM f'r<EVICtlS SUel'4!-rrAL.... HIGHWAYS" AS ADOPTED BY THE DEPARTMENT PER 761 Of THE IOWA ADMINISTRATIVE CODE w (lAC) CHAPTER 1:10, i< ...J 2 This project is approved under Notionwide Permit 114. MILEAGE SUMMARY LU ::< MUSCAlINE :i " . . ON, LOCATION lIN.FT, MILES Q. In . N . Volue Engineering $aves, Refer to General Notes on Sheet C.D4 2 STA. 4+00 TO STA. 11+90 790 .150 ~ . <:; I STA. 11+90 TO STA. 14+25 235 .045 ,-: ~ "' i This project is covered by the lowo Deportment of Notional Resources NPOES General 0 0 Permit No.2. The contractor shall corry out the terms and conditions of General Permit FUNDING SOURCE !::! " ~ No. 2 and the storm water pollution prevention plan which is 0 port of these controct ~ LOCATION MAP documents. Refer to Section 2602 of the Standord Specifications for odditionol DMSIQN 1 - BRIDGE REPLACEMENT PROGRAM .,: informotion. S SCAlE:to-E OMSIQN 2 - LOCAl FUNDING 0 >- j z t =:) APPROVED f'OR CONSTRUCTION: ~ lowo Deportment ARCHAEOLOGICAL NOTE DESIGN DATA URBAN REVISED CIIT ENGINEER ~ of T ronsportotion ;; 0 IF ARCHAEOlOGICAL MATERIAl... ARE ENCOUNTERED DURING THE CONSTRUCTION PHASE OF ~ Highwoy Division THIS PROJECT, THE OFnCE Of EtMRONUENTAl SERVICES AND/ OR THE DISTRICT LOCAL 2002 MOT 60 V.P.D. 0{ U SYSTEMS OFFICE (1.0.0.1.) MUST BE CONTACTED IMMEDIATELY SO THE PROPER 2022 AADT 90 V.P.D. Z OATE: ACCEPTED FOR lETTING: AUTHORITIES CAN BE NOTIFIED ACCORDING TO EXISTING FEDERAl REGULATIONS AND STATE ii: PROCEDURES. AOOfTlONAlLY. IT SHOULD BE NOTED THAT FINDINGS AND RECOMMENDATIONS -;; - FOR CLEARANCE FOR FURTHER TESTING CANNOT CONSIDERED FINAl UNTIL CONCURRENCE 0> IS RECEIVED FROM THE OFnCE OF TtiE STATE HISTORIC PRESERVATION OFF"lCER. .. " ~ Z E DISTRICT LOCAL SYSTEMS ENGINEER OFFICE OF LOCATION AND EfoMRONMENT 515-239-1225 0 DISTRICT LOCAl SYSTEMS OFFICE 319-364-0235 0; ~5S - (!; ..,. ~ -11 SHOP DRAWINGS ~tS'S~~ pion ",os po-epored undef my 0 Uz ~tSS~~ ~ ALL SHOP AND fAlSEWORK DRAWINGS THAT I hereby cet"tify that this engineering doeument was. ptepare4 by 'y-...;;:'" r.gineer...g 6eeisOons with regord IDI'~~~~~~ /V-'~">, me or un'" my dit~t super...sian and that I am 0 duly lkensed t~i \~% ode by me or other duly lkensed N REQ.UIRE APPROVAl SHALL BE SUBMITTED TO: "'a ~- Prefes" Engineer under he lows of the Stote of klwo. he lOws of the 1:q,:0tt:; <(I {:Xf CH(T R. \1a1 h!IIOOClUA.e.w:;!_~ SHOEMAKER &: HAAlAND ENGINEERS =%' WIELAND ,_= ;;<-'1-oS ~'6i ,,~~g ~O 160 HOUDAY ROAD %'t\\ I,... A~I k>\....... N Rellert A. Bong Reg. NO.lI00~ Dote ~ CORALVlU_E, IOWA 52241 %;>........ ~/ Chel R. ,eland lie. NO.1J$68 Oot. """"fJ;',,!,~~\\~\,\\""'''' J 60 Holiday Road """'/~ ,0;;: :"\",..,, Wy lkense (lII'lewol dote is December 31. r:::J,::) 0-:> Ccxalville. Iowa 52241 PHONE: 319-351-7150 1'1,,,,,,,,,,,, Wy lkllflse renewal date is De<:ember 31, __' Phone: 319.351.7150 A.o:Z,e.01.9-02. C.04, C.Ol, U.01. V.OI-V.1O Fax.: 319.337.6792 P09" or sheets covered by Ihi1; seal: C.Ql-C.03.0.01,O.02.E.Ol.J.OI,K.01,U.0I-U.31 P0ges or sheelS covered by this seal: DESIGN NO, FILE NO, JOHNSON COUNTY PROJECT NO, BROS-3715(626)--8J-52 SHEET NUMBER: A,Ol . !I ! ~ !' - a ,. , <' r . ~ ' ., ~ II ~ 5~ 'I ), ,"" ," \ , '" /' ~I / 1l111~~ >I ? '0 ~H~~ ;,'S~J"~ f i: " Pi; [I: 2911 !Ih ' " 7"'" ,'lJ II; I' ,l / ~, 'Un' ] ~ [ H "I I l. -,,/\ ;' ~" ,IU'\/jc, CITY, IO\'.;~ AI .', I ! I o. . t I' I 1 - ~- ~.il --- --.. . I ",.".- us-- ," ~ ::~ -"'~"~ ~~,~~-==-=-.. , , , ,- \. '1\ t '~~\ : .. ,.' I I, \ \ \ i i ,I, " . I ~~\Pt'~~ / ,i . I J i 1 , \ \ \ I .j_----- ..-- \ ' l' , \ 'I' "'\-/.\ J , I. \ ; -1 - 1 \ \ , I t~~ .-. ---- ~ , .--- '\. \ I . '- , . -. -!' i I! il \ - -'-'. --.- '-', -. ,~~,)\ '" - ~ " " .-:-'.~ - r' \, " ~ .-.- ',_ ".. I, \', " - -. ~-'- -' - - -.~. --- - : "i /I--J_( T-.t--<'J,,\-~/ ~ - -. ---- ,'- ,. . I .," ~ __ "_. __ _. _ no " ,- I ",' ;'\ 0 -~ -- ---. -- ---. . '( '" . ........,'~ -.'~ . "\ " I \ .. . if ,-'- , &'. """~ ----- -- -.. ,- ---- .. ---- C\J / ---~ ,I . /,..,' '\, . f-"? .... ..----. , \ --",- b3~ I' 'r---.J 1.---' '. ,. GENERAL NOTES 6<0' UJ UJa:C\J 17, CARE SHALL BE TAKEN TO PREVENT ANY PETROLEUM PRODUCTS, (!J ~a.~ 1 1, SOILS REPORT jI06045608,Ol PREPARED BY TtRRACON CONSULTANTS IS 10, EXISnNG FAClUnES <gURBS, PAVEMENT, UTlLlTlES, ET~ OAMAGED BY THE Q Z~~ AVAILABLE FROM THE OWNER BY REQUEST, CONTRACTOR SHALL E REPAIRED OR REPLACEO BY E CONTRACTOR AT NO CHEMICALS, OR OTHER DELETERIOUS MA TtRIALS FROM ENTt:RING WA Tt:R ffio<l:zf;; /J ADOITlONAL EXPENSE TO THE OWNER, BODIES, STREAMS, OR WEMNOS, tli~~~8 ~ 2, ALL OIMENSlONS ARE HORIZONTAL UNLESS NOTEO Oll<ER~SE, .E 11, CGNlRACTOR IS REQUIREO TO MAINTAIN POSITlVE ORAlNAGE ON THE SITE 16, CONSTRUCTlON EQUIPMENT, ACTlVlTlES, AND MA Tt:RIALS SHALL BE KEPT ::; 3, ll<E aTY AND UTlUTY COMPANIES WHOSE FACILlnES ARE SHOWN ON THE PLANS THROUGHOUT THE PROJECT DURATlON, WHERE EMBANKMENTS MATCH INTO OUT Of ll<E STREAMS ANO WEMNDS TO THE MAXIMUM EXTt:NT POSSIBLE ~~8~ffi . OR KNOWN TO BE ~ll<IN ll<E CONSTRUCnON UMITS SHALL BE NOTlFIED BY THE EXlSTlNG GROUND, CONTRACTOR SHALL ENSURE POSITlVE DRAINAGE, FORM WORK ~ CONTRACTOR BEFORE BEGINNING ANY CONSTRUCTlON WORK, FOR SLAB SHALL BE APPROVEO IN AOYANCE BY OWNER TO LIMIT OBSTRUCTlON ~~g:g:~ 19, IN ORDER TO SAVE AS MANY TREES AS POSSIBLE !liE CONTRACTOR ] TO STREAM FLOW, IF ADOITlONAL AREAS ARE NEEDEO FOR STAGING, STORAGE, SHALL BE REQUIRED TO KEEP TRENCH WIDTHS TO A MINIMUM AND TO NOT ~~(/)~0 ~ 4, LOCA nON, SIZE ANO OEPll< OF BURIED UTlLITlES ARE ILLUSTRATED BASED ON HC" IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN WRlmN PERMISSlON DISTURB ANY CREEK EMBANKMENTS OUTSIDE THE GRADING AREA, AVAILABLE RECOROS FROM ll<E UTlUTY OPERATlNG AUll<ORITY, RECORD FROM !liE OWNER, o::s ffi za~ ~ LOCAnONS ARE FlELO VERIFIED BASED ON OBSERVABLE SURFACE FEATURES 2D, ALL CONSTRUCTlON STAKING AND Tt:STlNG SHALL BE FURNISHED BY THE t SUCH AS MANHOLES, VALVE BDXES, EVI0ENCE OF TRENCHES, ETC, EXCAVATlDNS 12, ALL OPEN EXCAVATlON AND ENTRANCE TO BRIOGE SHALL BE PROTt:CTED ~TH OWNER, Liifr;i)~a:a HAVE NOT BEEN MADE TO VERIFY LOCATlONS OR OEPll< OF BURIED UTlUTlES, SAFETY FENCE. :2 a: 0 co a.1!' ~ THE EXACT LOCA nON ANO ELEVA TlON OF ALL UTlUTlES MUST BE DETERMINED BY 21. ALL DISTURBED AREAS SHALL HAVE SOD INSTALLED AFTt:R FINAL GRADING, :!= ll<E CONTRACTOR, IT SHALL BE ll<E DUTY Of THE CONTRACTOR TO ASCERTAIN 13, CONTRACTOR SHALL BE REQUIREO TO COMPLY Will< THE CITYS NOISE OROINANCE " WHEll<ER ANY AOOITlONAL FAClUTlES Oll<ER ll<AN '!HOSE SHOWN ON THE PLANS ~XCEPT FOR SAW-CUTTING PAVEMENT JOINTS), REGULA TlONS OF ll<E NOISE I MAYBE PRESENT, OVERHEAO UTlUnES AND UNDERGROUNO SERI/ICES ARE NOT DINANCE ARE AVAILABLE FROM THE CITY ENGlNEERING OEPARTMENT, 22, THIS PROJECT IS COVERED BY !liE IOWA OEPARTMENT OF NATURAL OATE 12-21-04 SHOWN, IOWA ONE CALL NUMBER FOR UTlLlTY LOCATES IS 1-800-292-89B9, RESOURCES NPDES GENERAL PERMIT NO, 2, THE CONTRACTOR SHALL DRAWN JBN 14, ALL MATERIAL OF ll<E EXISTlNG STRUCTURE TO BE REMOVED SHALL BECOME ll<E CARRY OUT THE Tt:RMS AND CONDITlONS Of GENERAL PERMIT NO, 2, ANO CHKD CFfN , 5, THE BRIOGE CONTRACTOR IS TO INSTALL SUBORAINS ANO WEEPHGLES BEHINO PROPERTY Of ll<E CONTRACTOR ANO SHALL BE REMOVED FROM THE SlTE BY !liE STORM WATt:R POLWTlON PREVENTlON PLAN, WHICH IS PART OF APAav, CFfN S ll<E ABUTMENTS AS OETAILED, ll<E SUBDRAlNS SHALL BE AT LEAST 4 INCHES lHE CONTRACTOR, THESE CONTRACT DOCUMENTS, REFER TO SECTlON 2S02 OF THE .. IN DIAMETt:R AND MEET REQUIREMENTS FOR '!HE TYPES PERMlmo IN SEcnON STANDARD SPECIFlCATlONS FOR ADOITlONAL INFORMATlON, PROJECT NUMBER t 4143.01C, 15, THE CONTRACTOR IS ENCOURAGEO TO CONDUCT CONSTRUCTlON ACTlI/ITlES DURING A PERIOD OF LOW FLOW, ANY TEMPORARY CROSSINGS SHALL INCLUDE 23, NO PLANT INSPECTlON SHALL BE REQUIRED FOR ANY PCC PAVEMENT, 04043 . ~ 6, ALL STRUCTURAL CONCRETt: FOR ll<E BRIDGE FLOOR IS TO BE CLASS .0"; ENOUGH CUL ~TS TO ACCOMMODATE LOW FLOWS ANO MUST BE REMOVED AFlER SUBSnTUTlON OF CLASS .0' STRUCTURAL CONCRETt IS NOT ALLOWED, COMPLEnON OF WORK ON THIS PROJECT, THE CONTRACTOR IS REQUIRED TO 24, CONTRACTOR SHALL COOROINATt: WITH CITY TO HAVE SIGNS REMOVED, -- 5l REMOVE ALL FlLL-MATt:RIAL USED AS A TEMPORARY CROSSING TO AN UPLANO, OWNER SHALL REINSTALL ALL SIGNS L1PON COMPLETlON Of THE PROJECT, SHEET TIllE :s ], ALL RElNFORCEMENT SUPPUED FOR ll<IS STRUCTURE IS TG BE GRADE 60, NON-WETlANO SITE, TO SEED ALL OISTURBED AREAS Will< NA nVE GRASSES, AND ~ TO IMPLEMENT APPROPRIA Tt: MEASURES TO INSURE SEDIMENTS ARE NOT 25, FIRES AND BURNING Of ANY MA Tt:RIALS IS PROHIBITt:D BY THE CITY, GENERAL NOTES 6, ALL OF THE RElNFORaNG BARS IN ll<E BRIOGE SlAB ANO BRIDGE APPROACH INTRODUCED INTO WATERS OF THE UNITEO STATES OURING CONSTRUCTlON OF AND REFERENCE . SIOEWALK ARE TO BE EPOXY CDA TEO, SEE EPOXY COATED REINFORCING BAR THIS PROJECT, IF CLEAN EARTH IS USED AS FILL IN A TEMPORARY CROSSlNGS, 2S, CONTRACTOR SHALL COMPLETt: SUFFlaENT CONSTRUCTlON TO MAINTAIN MAP ! UST IN THESE PLANS, INCLUDING CULVERTS, SHALL BE INCIDENTAL TO ll<E PROJECT, ACCESS FOR PEDESTRIAN TRAFFIC ACROSS RALSTON CREEK AND !liROUGH ~ 9, THE MEANS Of THE WORK AND THE SAFETY Of THE CONTRACTOR'S EMPLOYEES 16. EQUIPt.1ENT FOR HANDUNG AND CONVE'11NG MATERIALS DURING CCONSTRUCTlON THE PROJECT SITt: FOR THE 2005-2DOS IOWA CITY SCHOOL YEAR, g ARE SOLELY THE RESPONSIBILITY OF ll<E CONTRACTOR, THE CONTRACTOR HAS SHALL BE OPERA Tt:0 TO PREVENT OUMPING OR SPILLING OF ll<ESE MATERIALS (APPROXIMA Tt:L Y AUGUST 22, 2005) :s A CONTRACTUAL OBUGA nON TO COMPL Y ~TH ALL APPUCABLE LAWS ANO INTO WATER BOOIES, STREAMS, OR \\8lANOS EXCEPT AS APPROVED, SHEET NUMBffi ~ REGULAll0NS INCWDING 1HOSE OF OSHA. AT NO TIME WILL EITHER THE OWNER A.02 &, ~ OR ll<E OWNER'S REPRESENTATlVE TAKE RESPONSlBIUTY FOR EIll<ER ll<E MEANS REV OF lHE WORK OR ll<E SAFETY OF ll<E CONTRACTOR'S EMPLOYEES, N BROS - 3715 (626) - - 8J -52 . " ~! TABULATION OF BRIDGE APPROACH SECTION 'No, bid "om 112-6 , . -1 (Refer 10 SlandCl"d Rood F10n RH9E, RlH6, RK-I9A, RK-l9B, RK-l9C, RIH90, RK-19E. RlH9F, RK-l9G, RJ(-19H, Of RK-l9J) 2 Based on 6" above modified subbase 10-03-00 ..s.\ ~ ~~ ~t , I'~ II LOCATION APPROACH PAVEMENT SUBORAlN APPROACH SUBGRADE TABULA TION OF r 112-4 ! I ~~ II. CD Reinforced Pertoraled Subdrain Porous , Closs 'A' Modified Polymer PEDESTRIAN CURB RAMPS f04-15-03 i [Ii. II B.d SI I' EdT Pavement Subdrain t Outlel , 8ackfill CSruto5~eed, Subbase Grid' REMARKS LOCATION SIDE TYPE I\\l ! ~ U ' n ge a ton nTh" \- A~ .. j ~ ICJ.ness ....eo 4 Backfill 2 1 9+80 IT TYPE B 6.0 r [ h - Sq. v'". tn FI 5'.... Sid, Cu Y,", Cv y,"- Sq. ',", 12+60 LT TYPE 8 6,0' I! 12+80,10 TO 13+00.10 SOUTH 10 55,6 - - ,25 . 0' [lNF. :c ION lLtIT NLV <, , 12+60 RT TYPF R .,. 6,0' I 159 i' 13+43,10 TO 13+63,10 NORTH 10 55.6 7. ,4 Q..2Q:..REINF, SECTION lILtITS ONLY 13+50 LT TVPF 8 10,0' II 13+ 55 RT Type" 10.0' I I r 110-iJ' t: I REMOVAL OF PAVEMENT . , 04-27-99 ,.... I . N,I ,bid ,t,m, j t AREA SAW CUT "" I STATION TO STATION . REMARKS Sq. Vd,. Un, Ft, "'''NO PCC 9." -5,0' r',O'1 - - . ROADWAY . ~ ! 9+.28 9+90 120,96 ~O BETllffN STR, 15 I!< If) l'ORGREATERASSPECIFIED \ " =L~'''''''Pee''''''DW''Y .f. j.... PEIlf'I.=:J' , a 9+90 "+80 192.78 25 JRD PANEL OF PERRY CT. \ d P~=,T ttfTH INTEGRAL~ !::: . I ~1+80 13+01 569,74 25 MEADOW ST, S, OF BRIDGE _ 2% MAX, CROSS SLOPE \' ~ · Pee.';: .' " 1HfO( Pee """""'" <.31 f 13+42 14+25 2.30.63 25 MEADOW ST. N. OF BRIDGE 1~_I. PER FOOT ~ ..... _ " 0 3 2" \, I:? <f If-...:l "t/'" d""" " 6"1HJCKCGlIIPAC1m " . '/C'..)i'~ &~'0'~ gJ .. .4 '. .'. SUlJGfY.OC(....STAHCW/D H I TABULATION OF SIDEWALK REMOVAL 1110-5 ,<!:<"",,~~~~~~ 4' 0. PRDCTORDEl<S17't) 9 ~ ~ I @-13-72J .2:;CJ ~1 " WIDTH VARIES DRLL AND 00MfZ. ro )> _ I !"T'l I AREA DOSTWO P..."ENT (OT-f) - ! CD -n l STATION TO STATION Sq. Vd5, REMARKS TYPICAL SIDEWALK CROSS SECTION PERRY CT. PAVEMENT REPLACEJ.4ENT C~<~ ;: '__ II 9+28 9+82 40,64 SW OF CATSKILL-PERRY N,T,5. N,T,5. _-< ,". ; 11 9+28 12+21 121.88 E. SlOE OF PERRY CT. TO D.L __ C:' ~ r-: 12+55 13+01 32,50 W, SIDE OF PERRY CT, ~-) ,;1 -' \"j g l!1 12+55 13+01 23.27 SE OF BRIDGE _< /"~ .r:- ~ ~ 13+42 14+82 ~7.19 W. SIDE OF '-4EADOW ST. ~ ~ ~ ~ 13+42 14+82 47,48 E. SIDE OF MEADOW ST, \.D g t; , w ~ ~ ~~ w 25' 8/B .. ~ . (\j I ~ ~~ ~ ~1 - ~~ ~ 12.5' 12.5' w w~~ '" ~ .. (!J (!J a.. @. ~ 2' PROFILE GRADE ) 9 ~ g: ~ Z OOZ~UJ~ Ci G) ( ~ 2.0% _ 20% ). G) tu <{ a ::<UJ 0 m UJ~~>~ ~ I -- ~ztlJoOO -!; ti~~a:~ o @ :::UJti~~ ~ oO~-~ S< a ::5 w ~ ~~ III <{ a.. > (f) o~ ~ LLl UJ 0 <{ ~ii? ?; ::<a:Oala.... ~ ~ DATE 12-21.04 - " DRAWN JIJN !!> SUBGRADE TO BE SCARIf1ED ~ . LONGITUDINAL SUBDRAIN CHKO CfNI ~ 6' GRANULAR SUBBASE TO A DEPTH Of 6' AND (BOlH SIDES OF STREEl) APfleN. CfNI -" = RECOhtPAClED TO 95~ i5 STANDARD PROCTOR DENSlTY PROJECT NUMBER . i TYPICAL STREET PAVEMENT CROSS SECTION . ~O~3 ~ N,T,5. I LOCA TI ON SHEETllllE N lliillS; TYPICAL CD CROSS " SLOPES TO MA'TCH EXISTING WITH MIN, CROSS SLOPE OF WALK 0 1/~' PER 1'-0' AND G) REFER TO OlHER DRAWINGS FOR DETAILS OF SHOULDER ROAD IDENTIFICATION STAflON TO STATION INCHES ~'ff~8,NS& 211 GRADE IN AREA BEHIND CURB, AND SIDEWALK CONSTRUCTION MEADOW STREET 13+42 14+82 7 2, NORMAL SECTIONS SHOWN MAY BE APPROPRIATELY MODIFlED FOR AREA SPECIFlCALLY @ CAVATE AND BACKFILL~ BROOKSIDE DRIVE 12+-48 67' RT 112+",!13,5' RT.._2- SHEET NUMBER OESIGNA TEO BY lHE ENGINEER SUCH AS INTERSECTIONS DR SUPERELEVA TED CURVES, EX B .01 ill REV BRaS - 3715 (626) - - 8J -52 . -, ~I ,'-w MIN ~ f <' STANDARD RING AND StL_ SEALING COVER ~~~~~EEt'lRR~~~ROVED ~ II a ~~ 'i -~'~~ -~ g! (SEE PLANS OR SPECiFICATiONS) 6 [XlSTlNG GROUND II SURrACt FOR il 1'-11" MIN. 8RlCK OR CONCRETE AS UNDEVELOPED lAND lHRUSl'EllOCl( ;:.;';,- "'., I' fl ~~ STANDARD RING AND SEL. SEAl)NG COVeR ~~R~~COt t C:RJ~~RllV[ 0 REQUIRED TO "'AX Of 04~ TQ ~CHI"'N(y SEAL<SHO\iN) 1l4ll'USTlllCO ~EET GRADE .....,TH 2.~ MAX. '-0' 11 (SE[ PLANS OR SPECIfiCATIONS) 6 ~~bHt~ p~~UND HEIGHT or $PACER RINes. E:tTERNAl _ UWPAVEl) AREAS I !hi ~ INClUDING UTilITY ACCESS 1- INTERNAL - PAVED AREAS BEND (PLAN) Ii BRICK OR CONCRETE AS UND(VELDPED LAND rRAME. DEAD [NO (PLAN) r~ r REOUIRED TO MAX OF 04" TO .""'---Cfmct.j[Y $(AL(SHO'JN) 4'-0' ECCENTRIC MEET GRADE 'MTH 24" "'AX. ',' CONE SECTION EXTERNAL - UNPAVED AREAS J2' MIN. Ii HEICHT Of SPA.CER RINGS. INT~RNAL - PAVED AREAS l1-IRUSlBlOCi< INClUDING UT1UTY ACGtSS ~cr fRAME. 12' MIN. I I , r -STEP 16' MAX. STEP ''''''~''''E' ,,"!,', _".."" ~t 1 f I 16" MAX. JiJINT~ TO BE CONfiNED Q-RING clOINTS TO BE CONFINED Q-RING i I GASKET MEETlNG ASTM C-443 <# ASKEl MEElING ASTM C-443 ! T I PRECAST CONCREll: SECTHlNS I ~ tg~F~~~I5~Nf8[~[T~Et!J9~S TEE (PLAN) CONFORMING Hl ASTM C-47B I 4' fOR ( 21' PIPE: 4' FOR ( 2l' PIPE. m: (PLAN) " , S' FOR> 21' PIPE S' HlR > 21" PIPE I -jot -jD~~ ~ , ! , .l.. .'-~ .l.. l4llUST ~ .. --i .."', I " .-..> " r;:;..;:) T T (5 =' I D" D/, lHlWSTIlt.OQ( c..r> , ,..;~:, ~0t0I0 BREAl(tF! ::2:0 'T\ I USE A-LOK SEAL OR APPROVED EQUAL WHERE USE A-LOK SEAL OR APPROVED [OUAL VHERE 1"1 -Tl J J,5'+T PIPE PASSES THROUGH THE MANHOLE IJAlL. J.S'+T PIPE: PASSES THROUGH THE MANHOLE VALL. SOH!) 8llEAKEF! :Y- :--~ C:O ! .-<. ,- (~ - ,.- I CROSS (PLAN) CROSS (PLAN) .J .c- J -JC::;- en ~R UTILiTY ACC~ :c... f-Ti -0 r~ n~ =~~ \..J FOR DEPTHS lESS THAN 8 FT. FDR DEPTHS GREATER THAN 8 FT, N.T.s.. ~~ ", r '" ..c'/ ~ N,T,S, N,T,S, ? THRUST BLOCI(S ARE REQUIRED AT PIPING DIRECTION CHANGES, AT~ N ti ENDS, AND AT ARE HYDRANTS. lHRUST BLOCKS SHALL BE \D ~ POURED-IN-PLACE CONCRETE 2.000 PSI MINIMUM STRENGTH AND SHALL BE CAST AGAINST A SCUD, UNDISlURBED EDGE OF TRENCH FOR BEARING, . PA~ENT P^VEJ.oIENT NO BODS, JOINTS, OR ORAlN HOLES SHALL COME INTO CONTACT WITH THE go CONCRETE THRUST BLOct( AND THE PIPE SHAU BE WRAPPED IN WITH A I/llIE; PlASTIC SHEET AT THE CONCRETE BEARING SURFACES, C\J PAVED AREAS INQ.UDE lONGlruOlNAL lHfUSTBLOQ( Q~N1ll1ES I1N I .....'1' ~B^CK OF CURB) AND ~ PIPE SIZE DEAD EN) 9O~ BEND 45~ BEN) tt.25" OR ta~ TORM SEWER SYSTEMS IN STRU:T. OR TEE 22.5" BEND TRENCH BACI(F1LL TRENCH !V.CKFlL1. 0" 0,. a~ 4.' 2,' dco GAANlAAR a"CKF1Ll GRANUlAR BACKFIll a" to.O 14.0 7,' U UJ Wa:C\J .!I (SEE BID 1ID1) (SEE BID 1TtM) CD CDc..e :> o <COllIl S BEDDINQ - Zt-"r" BEDOING BACKFill AND BEDDING MATERIALS gjo<czr;, L- ORANULAA MATERIAL. COMPACTt:O TO 95~ GRANUlAR MATERIAL. COMPACTED TO 95% .... STANDARD PRClC"TM DENSITY t;j:'igs~ch .. INCIDENTAL TO PIPE INSTALlA TlON) STANDARD PROCTOR DENSITY A, GRANULAR BACKFILL: PER aJRRENT lOOT SPECIFICAllONS, PLUS !:; 1 (INCIDENTAL TO PIPE: tNSTAl.JJ.TlON) x I PIPE 0.0. PLUS 24~ (t.1l\x.) SUPPLEMENTAL SPEClFlCA 110NS AND SPECIAL PROVISIONS ~~lli~~ ~ PLUS 24" (MAX.) Z B, SUITABLE BACI(FlLl.o SUITABLE BACI(FlLL ANO BEDDING FOR PIPES ANO t;~g:a:'l;. ~ . II STRUCTURES SHALl BE APPROVED SUITABLE MATERIAL OBTAINED ~ ~ FOR RCP STORM SEWER PIPE FOR PVC SANITARY SEWER PIPE FRIlIA SITE OR FROM OFF -SITE BORROW AREAS, MATERIAL TO BE ~~Ol~t; ! ci N,T,S, N,T,S, FREE OF FOREIGN SUBSTANCE. DEBRIS, LARGE STONES. ROCKS (1,5"), 0 ROOTS. ORGANIC OR FROZEN MATERIAL. EXPANSIVE MA TERIAL. AND 0:5 ffi z ~I t w OTHER DELETERIOUS MATERIALS, SEE DETAILS ON DRAWING AND/OR L1i8:;e;~~ ~ ~ ~ T'l'PICAL DETAIL DRAWINGS TO THE LEFT FOR TYPICAL EXTENT OF ~ :::Ea:ClCDCl. ii ~ SELECT BEDDINO MATERIAL .. ~ C, GRANULAR PIPE BEDOING: CLEAN CRUSHED STONE; COI.tPL Y WITH ~ FOLLOWING GRAOATION, DEPENOENT UPON PIPE DIAMETER, DAlE 12.21..Q4 ~ PAVEMENT SEVE P~E ."t8" DIAMETER PIPe OVER 18" ctWETER. ORAWN J~ ERCENT PASSINO~ (PERCENT PASSlNGl CHKD CRIY . l!I" t-112" lDO APflOV. CRIY m I" 'OB ~'OB i 3{4" ...... 36-" PROJECT NUMBER ~ 112" 35-<0 25-50 04043 "TRENCH BACKFIll TRENCHBACkFU ..... 2\l-4D 10-30 ~ SUITABlE BAO<f1LI.. COMPACTED TO 90% GRANUlAR BACKfiU- NO,' ... ... -- STANDARD PROCTOR DENSITY (SEE BID ITEM) (INCIDENTAl TO PPE INSTALlATION) D, ALTERNATE GRANULAR PIPE BEDDING MATERIAL: IDOT 4120,0' CLASS SHEET TIlLE ~ BEDDING aEDO<NG A CRUSHED STONE MAY BE USED IN STABLE TRENCH CONOITIONS AS TYPICAL ~ GRANULAR WA TERlAL. COMPACTED TO 99 GRANUlAR MATERIAl,. COt.lPAClm TO 95% APPROVED BY THE ENGINEER, SAND BACKFlLL IS NOT PERMITTEO, . STANDARD PROCTOR D€NSITY STANDARD PROCTOO DtNSlTY CROSS ~ , (INCIDENTAl TO PIPE INSTALlAllON) / (INCOENTAL TO PIPE INSTAl.lAl1ON) E. EARTHEN TRENCH BACKFllL SHALL CONSIST OF SUITABLE JOB SECTIONS & ! PLUS H- (MAx.) I PLUS 24" (IdA)(.) EXCAVATED MATERIAL PLACED IN ONE FOOT LIFTS AND COI.tPACTEO TO DETAILS U 9011 STANDARD PROCTOR DENSITY, THE TOP SIX INCHES SHALL BE LOOsa Y GRADED TOPSOIL ~ FOR PVC STORM SEWER PIPE FOR DIP WATER MAIN PIPE SHEET NUMBffi ~ i N,T,S, N,T,S, 8.02 .&, REV N BRQS - 3715 (526) - - 8J -52 . H fi' -, H SIDEWAlK 'l'lh~ . II < -I ~ flllil II ~ a I' m . " " ] r Ii HOTE: ~ (lOWESlNOULESNusrGE,I;TlEAST !'-s" ll.NC NOTNQRE n;A,1ol " TIlACER\IlIRCSTATION 1'-11"ASC'IEflNrSt1CRA[)(. 3. THICK CEJ..l.lA..AR ClASS THERMAL 6- STAINlESS STEEl. !I INSULATION WI 1S mQ PVC JACl(ET SCH 10, PIPE I f 1 f I ~ I i ~ i % ~ i ~ 6'" DIP wI flANGE ON ONE END ~Ili , 0 SHOP FABRICATm BOLT lOK SPlCOT u i in t , ~~ in I I 8RIDGE ABUlNENT ~" <OJ I 0 r~ , "" ! :::>0 ..,., . )0. =-:j rq --.., . c::J II I 0'" DIP 45' M.J. UBOW , .--... --~ J C } - -- I CONCRETE lI4llJST BLOCK ::::;0 "'- , POUIlEDACAolNST ':!'1 UtOSl\JRllEtl SOlI.. ~-<r 00 NOT COVEll HlMANT ~ Oil:A1N HOLES OR i--r', --, '" TI<ACER'MRES. ~-j' \...._J ,...---...--) ~ '-"~ r -< ti ~ )> f',) ~ 1. "".loP FI1E H\'tIRANT. PIPE. "'AI.~, YA4.VE eOl( ANti TEE OR U90W 8'" DIP WAlER MAIN PIPE tNPlASllCMiSPEClFEO. \.0 ~ t.INSUJ..lTl'lAcrR....IlEO\sSHO...CWDET,lJUOORA_C.1T<ACER 0 J.. 'IMli: OETAlL' If . APPLYPct.ytlH't\mEEHCASEIolENTON~,VAL\{:.YAL'o'tBO~ FlIl(HYD!lANTAI<<lF1TTNCS. C\J I-~ N,T,S. ta~ N,T,S, as w UJa:C\J 1:9 I:9c..!e. .. o <(en'" '> - ZI-'r" g 3. rnlClC CELWLAR GlASS 1HERIl4AL ~~~ffi~ -" 8" STAINLESS STEEl. INSULAllON WI 15 ml PYa JACKET .5 roP Of' SlDEWAl.K SCH 10, PIPE w 0::00 ~ Wl-ti:i~a: x fI;ZwoCll ~ 0 en~fI;R:'lj, ~ " NON-SkID BOlT DCMl UD WA TER MAIN NOTES, R 3:~en::ot5 ~ {!. WA TER ~AJN WORK SHALL BE IN ACCOROANCE \\1TH THE PLANS AND 8::; ffi z ~I .{ SPECIAL PROVISIONS, ONE COPY OF THE SPECIAL PROVlSIDNS SHALL BE t t ss. BAll.. VALlIE CAST IRON BOX PRESENT DN THE WORK SITE AT ALL l1~ES, i1ifbe5%!~ :g ,'-&. X ,'-ec- WITH 6RIDGE DECK D~ SUB~IT TO THE ENGINEER THE FOLLO\\1NG DRA\\1NGS OR DETAILS FOR ::!;a:OCllc.. CUTOUT IN BOlTOlII <; r N.P.T. 'Xx' COUPUNG FOR PIPE APPROVAL PRIOR TO INSTALLA nON, ONE COpy OF EACH \\1TH APPROVAL y " N,T,S, STA~P SHAll BE KEPT ON THE WORK SITE AT ALL l1~ES. ~ PIPE LAYOUT \\1TH VALVES, FiTTlNGS. AND HYDRANTS SHOWN DAlE 12-21.Q4 ~ 6~ STAlHlESS STEEL. 1- DRAWN JfNI ~ 5tH 10. PIPE 2, VALVES CHKD CRW 3, HYDRANTS APRov. CRW - 1'1' 4, F1TTlNGS - [l(T[NDTII.o.ctR'MPElP 5, BOLTS t H\1)I'!.o.NTBARR[lTO 8, JOINTS PROJECT NUMBER LOCATED NEAR HIGH POINT OF WATER ~AIN mACERMR( STATlON TO 7, THRUST BLOCK DESIGNS AND DETAILS 04043 i N,T,S. INTEmoJ.I.lTERtdINAlSANO eACt( ClOWN. . ~l[,CAAtNVSTII((l(ER$lZEOlO WHEN WAlER MAIN TRENCH IS UNDER AN~R WITHIN 5 FT. OF PAVED ......- ~ PRESER~THEIII1'ECl!ITYor~E AREAS, BACKFiLL SHALL BE COl.1PACTEO SS A CRUSHED STONE INSiJl.A'IlON ON ll-IE llliloC[R 'MRE. ;;; lRM::ER MlE. FASTEN CONFDR~ING TO lOOT STANDARD SPECIFiCAllCN 4'20,04, SHEET TITLE ~ "''''lYE - 00 NOT TOIII~OINTOfE"CllPlf'[ TYPICAL ~ RUN lRACOl ~RE SECllClo/'/Illl-lPV.STICTAPE l E)'l$TlNGPlPE: uu. GROUND ROO ...~'m'~':~E'if 80X CROSS IINOFlTTlN(; Sl'SttlA T'ERMlNA(. POINTS. !.IS[ c:.."loIP TO SECTIONS & CONNl:CTTII.o.crRWlRETO ~ GROUNOROO. DETAILS .. !:t M SHEET NUMBER ! N,T,S, B,03 &. ~ REV !> N BROS - 3715 (526) - - 8.1 -52 ___-l . !I f <' i i i~~~ ~l TABLE OF GRANULAR OR COMPACTED BACKFILL QUANTITIES ;1 PAYOUANTITlES IN CUBe YARDS PER LINEAL FOOTTO DETERMINE GRANULAR OR COMPACTED BACKFILL .!ll H~ 'I lifm II Pipe Diarnete~ In. CUT IN FEET TO INVERT i' Willi' S...... 4 5 6 7 8 9 10 11 12 13 14 ]~ [ ~1 4&6 4 0,27 0,(2 O,5ll 0,79 1,02 1,27 1,5( 1,6<1 2,16 2.51 2,68 8 6 0,25 0,39 0,56 0,76 0,96 1,22 1.49 1,76 2,10 2,... 2,81 l~ 10 8 0,25 O,~ 0,58 0,79 1,01 1.26 1,53 1,6<1 2,16 2.51 2,89 I' 12 10 0,22 0.37 0,55 0,74 0,117 1,21 1.49 1,79 2,10 2,45 2,82 !I 14 12 0,21 0,36 O,5( 0,74 0,96 1.21 1,48 1.79 2,10 2.45 2,82 I 16& 18 15 0,19 0,34 0,52 0,72 0,95 1.20 1.48 1,79 2,11 2,46 2,83 20 19 0.16 0.32 0,50 0,70 0,93 1,19 1.47 l,n 2,10 2.45 2.83 I 24 21 0.14 0,29 0,48 0,68 0,92 1,17 1.45 1.76 2,09 2.45 2,83 f - 24 0,10 0,26 0,45 O,Be 0,89 1.15 1,... 1.75 2.08 2,... 2,82 1 30 27 0.07 0,25 0,... 0,67 0.91 1,18 1.48 1.80 2,14 2.51 2.91 , i 36 30 0,03 0,20 0,39 0,60 0,6<1 1,11 1.40 1,71 2,05 2.41 2,80 - 33 0,17 0,37 0,60 0,85 1.12 1.43 1.75 2,10 2,48 2,68 1 42 36 0.13 0,34 0.56 0.6<1 1.13 ',... 1.78 2.14 2.53 2,94 . 48 42 0,02 0,24 0,49 0,76 1,05 1,37 1,71 2,08 2,47 2,88 . ! - 48 0,14 0,40 0,68 0,90 1,32 1,68 2,08 2.47 2,90 f 5( , 0,01 0,28 0,56 0,90 1,25 1,62 2,02 2,... 2,88 - 60 0,15 0,46 0,79 1,16 1,5( 1,95 2.39 2,85 "" I - =, - 68 0,31 0,66 1.04 "... 1,86 2,31 2,78 9 = Cor' , - 72 0,15 0,51 0,90 1,32 1,713 2.22 2,71 <:0 ~l , - 78 0,34 0,74 1,17 1,62 2,10 2,60 fT1 11 I - 6<1 0,13 0,55 0,90 1,46 1,96 2,47 :J>::=\ 0:: I CUT IN FEET TO INVERT -< - - i 0 ~ , 15 16 17 18 19 20 21 22 23 24 25 ~C; iT1 I 4&6 4 3,27 370 4,14 4.81 5,11 5,63 6,17 6,74 7.34 7,95 8,80 ~l--~ I 8 3,20 362 4.06 4,53 5,02 5,53 6,07 6,64 7,23 7,6<1 8,48 ~ 111 -0 ~, 6 -;::::::;:n -' <..J 10 8 3,29 3,71 4,16 4,63 5,13 5,85 6,20 8,n 7,37 7,99 8.84 3,22 364 4,55 6,11 6,68 7.'17 7,89 8,53 ~::d /~.::::: r- "' 12 10 4.08 5.05 5,56 ~= ~ 14 12 3,22. 364 4,09 4,56 5,08 5,56 6,12 6,69 7,29 7,90 8,55 ~- :J> N ti 16&18 15 3,23 386 4,10 4,56 5,08 5,60 6,15 5,72 7,32 7,94 8,59 \.D ~ 20 18 3.23 3,86 4,11 4.59 5,09 5.61 5,16 8,74 7,301 7,96 8.51 24 21 3,23 386 4,11 4,59 5,10 5,63 6,18 6,76 7,38 7,90 8,6<1 ~ - 24 3,23 3,85 4,12 4,60 5,10 5,64 6,19 6,n 7,38 8,01 8,66 . 30 27 3,33 3n 4,24 4,73 5,25 5,79 6,36 6,95 7,5/ 8.21 8,68 ",I 36 30 3,21 385 4,11 4,80 5,11 5,85 8,21 6,79 7,40 8,04 8,70 - 33 3,30 375 4,22. 4,72 5,25 5,79 6,37 6,96 7,59 8,23 8,911 r-'" 42 36 3,38 3,64 4,32 4.83 5,37 5,93 6,51 7,12 7,75 9,41 9,10 0(;3 WI 48 42 3,33 3,79 4,28 4,80 5,301 5,90 U9 7,11 7,74 8,41 9,10 6& ~ 48 3,36 3,6<1 4,34 4,87 5,(3 6.01 6,61 7,24 7,89 8.57 9,27 W Wa:'" - 5( 3,35 385 4,37 4.91 5,46 6,07 6,69 7,33 8,00 8,69 9.41 (!J ~o.~ - 60 3,33 3,6<1 4.37 4,93 5,52 6.12 6,76 7,42 8.10 8.80 9,5( o ZCl)~ ,!j - 66 3,2.8 381 4.35 4.93 5,53 6,15 6,79 7,47 8,16 8,88 9,63 - r- '" gjO<{Z~ . - 72 3,22 376 4,32 4,91 5,52 6,16 6,82 7,51 8,22 8,95 9,71 II - 78 3,13 399 4,26 4.68 5,49 6,14 6,82 7.52 6,24 8,99 9.77 r-~a:Wch -" W 0:::;;:0 " - 6<1 3,01 3,511 4,17 4.79 5,<13 6,10 6,79 7,50 8,24 9,00 9,79 Wr-t;:;~a: ~ g:ZwOCll x ~ cn~g:a:~ ~ ~~cn~5 :c If! o::iffiz~&i ,( i1ifbi)~~~ >;' :::;;:a:OCllo.~ < ~ N <; ~ ~ DAlE 12.21-04 1 ORAv.>l JBW CHKD CffN N APROV. CffN . 13 ai t PROJECT NUMBER 04043 g il .....- I SHEET Tl1LE ~ TABULATIONS 2 . ~ c ~ !t SHEET NUMBER l! cs::rnJ .&, ~ II REV '" N BROS 3715 (626) 8J 52 ---.- - - . n II .' " .' ~ I '0 ii " ,:;5, e' _ J 'I" ~.~ llJ .. "'!..: ... ~ l.' ~ <l;I ._"1 ,I E. I"'.... .- II>" ,1 8 '!' . ~ ~. . i ~ VI ~ V .. Ii j~ J '. i, !' i i R: 1 b ! ESTIMATE OF QUANTITIES I~ - I ITEM NO. ITEM CODE DESCRIPTION UNITS ON, 1 DN, 2 TOTAL ~ I 1 2101-0850001 CLEAR+GRUBB ACRE 0,21 0,07 0,28 41 2503-7325030 SWR, 2000DSTORM, 30" LF 77 241 318 "" : 2 ' 2102,2710070 E>3::AVAll0N, CL 10, RDWY+BORROW CY 322 117 439 42 2503-7325036 SWR, 2000DSTORM, 36- LF 29 29 ~ ' 3 2104,2710020 EXCAVAll0N, CL 10, CHANNEL CY 385 385 43 25OJ.7362006 SWR, PLASTIC STORM, 6" LF 18 18 ~ << ~ 4. 21()5.{l425005 TOPSOIL, FURN+SPREAD CY 100 100 2QQ. 44 2503-7382018 SWR, PLASTIC STORM, 18" LF 214 214 __ <.3 ~ i -,. 2109'8225100- SPECtAt-COMPAC11ON:-stIBGRAllE STA 3,09 .3,09 .. 45 25OJ.7382024 SWR, PLASTIC STORM, 24" LF 142 142 0 ' c ~ll-:arnl00 GRAN\lt:}\!l'SUBB7(SE SY 2110 46 2503-7382030 SWR, PLASTIC STORM, 30" LF 187 187 "" I 7 2115-0100000 MODIFIED SUBBASE CY '25 '. 25, 50 47 2504-7055008 SWR, DUCllLE IRON SAN, 8" LF 60 8D-o- ~ ~ . 8 2213-7100400 RELOCAll0N OF MAIL BOX EACH 2 2 48 2504,7080021 SWR, CONC SAN, 2000D, 21- LF 6 6'~~ <.n ~ : 9 2214-51~150 PA\1EMENTSCoA,RlFlCAllON Y 91 91 c~ 49 2504-ll462510 SAN SWR UTILITY ACCESS (PRECAS1) (RA-51) EACH 3 3~~ _) ri _ 1 10 EAPPROACf1SEC11ON 111 111 50 2504-ll46252O SAN SWR DROP UllL ACCESS (PRECAS1) (RA-52) EACH 1 1 .Y .-,1 CJ:) . n i 11 2301,1033070 S1DIS,FPCCPAV'T,CLCCL3,7" SY 915 189 1104 51 2506-4964000 FLOWABLEMORTAR CY 5 2 7~, _ ' 12 2301,1083070 S1DIS,F PCC PAV'T, CL M CL 3, 7" SY 125 125 '.~52 i' ,2507 ENGINEERlNGFABRJC" SY 620 6201 ' .,...,_ I .13 ~23Q3.0013500 HMA. (100,000 ESAL1, BASE, INTER OR SUBE 112 IN MIX, NO FRIC, REO TON 10 10 250 OV"L uF1m UTY ACCESS ~ 9 9~' , rr ,1 illVT , 45B2B' ""P!lALT,aINDER,~ ;.. . ... . ~O,6 , 0,6, 54 2507-8029000 EROSION STONE ~ 300 300 L[.' ~ ,) ..'.5. = R. 1 1 55 2510-0745850 REMOVAL OF PAVEMENT SY 959 314 1273-' ='d '- j "' 16 2312-8260051 GRAN SURF ON ROAD,CLA CRUSHED STONE TON 125 75 200 56 2511-6745900 REMOVAL OF SIDEWALK SY 170 158 338<; /"- .c- i ~ 2401-6745625. REMOVALOFEJ<lSl1NGBRIDGE LS 1 1 57 2511,7526OOl SIDEWALK,PCC,4" SY 191 158 359.::1. N ~ "' ' ..18 c'240'-ll75!JOO1! REMOVAL"S7.SPERP~,.i.S .. 1+. ' ..,58' ~5"F7526006.. S1lJEWAlK;l'CC;6" SY 17' 4 21 ); \.0 > !rl 1 GRl\Ntlb6;R-lj~~ c;T 170 170 ORl\lEW,!; ,P,^" 6" SY 102 ,02 Cl . :i\!0;;" 12~ GRi\NlJl.ARElJI,CIq"ll;Ul)UTYPIPES <' ..... CY-131 256 '3ll7J 60.. 2515-6745600 REMOVA.LOFPAVE..ODRNE.WAY .SY 102 .102 ~ lE ~ -; 302 _c." 9fOOOOt~~~~. .,. ,. . .,. EACH 10, 2.12.,j N 22 2403.Q100010 STRUCTCONC(BRIDGE) cy 250.4 250.4 '.. I.." 5000 FE M,i. GE MES. H)STA". 0:75 ' ..;; --:O:7~ I- ".' 23 2404-7775000 REINFORCSTEEL LB 8149 8149". '.,' 1. FE;. Ml'ORARY 00lJEN)~,... 'STA'... 1),8 0,8 U ;S 24 2404-7775005 REINFORCSTEEL,EPOXYCOATED LB 31245 31245 co 74"75 REMOVAL OF CHAIN L1NKFENCE,AS PER PLAN STA 1,3 1,3 ~ : 25 . .24.14-6424120. CO.NCRETE ~OPENRA. ILlNG. .... LF 109.2 109,2 65 2528-8445110 TRAFFIC CONTROL LS 0,8 0,2 1 w 0 CD 26 2414-6460000 ORNAMENTAL METAL RAIL, RIDGE RAIU LF 85 ~85 66 2533-49BOOO5 MOBILlZA1l0N LS 0,8 0,2 1 ~ (') g: ~ 7. y B~'. .' !k,..,. R ~ ut'lG_~' 67 2535-2000460 SEGMENTAL RETAIN WALL SF 756 756 0 <( U) <n ";.<8 ., " ORNA'MENli. EW' 11:, T$EGMENTAL'WAt: '.,. . -105.' -. 58 2598-3380010 FIRE HYDRANT ASSEMBLIES EACH 1 1 0: ~ ~ ;:: . .- . . Pile, uRlVE STE.l BEAR, HI' 10M2 LF 530 530 69 2598-3778006 GATE VALVE+VALVE BOX; 6" EACH 22m ~ r? w "? 30 2501-5550042 PILE, FURN STEEL BEA~ HI' 10X42 LF 530 530 70 259B-B805606 WATER MAIN, DUCTILE IRON, 6" LF 320 320 tu <( 0 :;;; 8 31 ~2502. -8.. 212014 S.UB~ORA. IN, LONGfTUDINAL, 4". LF 530 530. 71 259B-B8102oo WATER MAIN FrmNG LB 1420 1420 W I- tu ~ 0: ...32;'2 !) ~,SOl! Ull. O'f~ EACH .. 8.. 8. . 72 2599-9999005 AIR RELEASE VALVE AND PIT EACH 1 1 go in w 0 m iF3J .'030'1388015; INTAKE, "l'.EaA[ 'PER PLAN .EJ\u.l.. 1 .11 73 2599-9999009 SEWER, SANITARY, (PVC TRUSS) 8" D1A. LF 44 44 U) :;;; go g: ~ ~ "- 34 25034470410 INTAKE RA-41 EACH 1 1 74 2599-9999009 SEWE~ SANITARY, (PVC TRUSS) 10" D\A, LF 78 78 :s: ~ U) :;;; ti :'1 35 2503-4470430 INTAKE RA-43 EACH 7 2 9 75 2599-9999009 WATER MAIN, STAINLESS STEEL, 6" LF 62 82 8 ::s ffi z w .. 36 2503-4470630 INTAKE RA-63 EACH 1 1 76 2599-9999009 SLEEVES, LONGfTUDlNALlN BRIDGE STRUCTURE, PVCI"'"1[)1 LF 280' '2110 <l' "- > U5 a!rl t 37 2503-4480500 STORM SWR UllLITY ACCESS RA.so EACH 5 5 77 2601,2639010 SOD SO 95 186 281 uJ W 0 <( o:g IS 38 2503-7181036 RMVSTORMSWRPIPE</=T036" LF 560 560 78 2601,2643110 WATER-SODlSPECDITCHCN1VSLOPEPROTECT MGAL 57 112 169 :;;; 0: 0 m "-0. '- 39 2503-7325015 SWR, 20000 STORM, 15" LF 73 73 79 2602-0000020 SILT FENCE LF 246 143 391 ~8~ 40 25OJ.7325018 SW~ 20000 STORM, 18" LF 81 81 80 2602-0000110 BALE,OITCH CHECK EACH 100 60 160 DATE t2-21-Q4 ~ DRAWN J1l ;;; CHKD CAW 3" APAOV. CAW _u ~ PRO.IFcrNIIMBEIl_ ~ ----- 04043 8 _~ "0 o ~ M SHEET TITLE ~ ESTIMATE OF 'iii QUANTITES " " ! , ~ SHEET NUMBER i C,01 ill 8 R~ " N BRGS _ 3715 (626) _ _ 8J -52 ----- -. . ii " -. ~ f " ~ I '0 ;:;i "- -. ESTIMATED REFERENCE INFORMATION ESTIMATED REFERENCE INFORMATION "\ ,,~;:;~ .' ITEM NO. ITEMCOoe ITa.!: DESCRIPTION ITEM NO. 'rEM cooe ITeM DESCRIPTION 'I'F' \1 , 2101.(1850001 CLEARINQ AND GRUB6lNG " 2402-4425030 GRAHUl..AABAC~~~n j I h~~ '1 A. THIS ITl;M INCl,UDES THE REMOVAl Of" TREES AS SHOWN ON THE PlANS OR AS APPROVED A. THlS ITEM SHAll. BE -lH ~GOf"THEBRIOGEABUTMENTS. ~l BY THE OWNER. 0'1. 1 REMOVALS ARE 10 BE WfTHf.l'THE UMITS SHONN ON ruE P::;:r NEAR ~~ 820 2ol2_ ~e.tct<Ft1..""11I1UTYPIPES ~ ~lil~ ij n~R..u:t...Q.fAtGNL,j ~II ~Bt N'rRmEDBr1l-IE"WmEFI ~ lvm:. j, .. A....AL.q~$..AND.sJBlJCI'\RES.-.sTAlLEllUNDER QR Wffljtl FNEFEET5lf,AP....VED,$tJRfACE SHAL1.HAVE ~, VJ -v... B. 1liIS ITEM WLlBE PAID BASED ON E PLAN QUANl'tN' QR[V. couPACleOGRANlJtARBACKFllASSHtWNotnHEPlANS. - - - - - -. ~~ ~-[ h C THIS ITEM INCLUDES MISCEllANEOUS 'TREE AND SHRUB REMOvAL n. SHOWN ON THE PlANS. --- ~~-'--'="'e' 8. ~1tE~_HD1X~GRAHUI..t\R'BAQ(fU--S~BEUTERMlNEO USING'I'HE TABLlAlDH FORMOMSMEn, 4 i! f-;=~~~:;:'~~.~,,;~~~~ 8.04. '''>2=0000 N;'CC 0, 22 2403-0100010 STRIJCT\JRAl.. CONCRETE Ii c' . ~H......n.D~ISI. T _ , 2102.,2710070 EXCAVATION, CL 10, RDWY+BORROW " ,...,.,,- RBNFORaNG STEB... I A. nilS ITEM N:::lUOES THE F1fQUIREDON-SfTE EARTl-lWORKTO ESTABLISH niE GRADES AS " 2404-7775QOS REINFORCING STEEL, EPOXY COATED i SHOWN ON THE P.....NS. '" 2414.$424120 CONCRETE OPEN F!AlUNQ CUT: <439 CUBIC YARDS A. THE CONCRETE AAll IS TO BE BD ON A UNEAR FOOT BASIS MEASURED FROM ENDlO END OF RAIL I .FIll.: .404 CUBIC YARDS (INClUDES 30 % SHRINKAGE) BIO PRCE FOR CONCRETE OPEN FlAIL SHALL BE FULL COMPENSATION FOR FURUlSHlMQ jl,LL W,"tERIP..L, f B. . OVERHAUL SHAll. BE INCLUDED IN THE UNrrBD PRICE. E)ClUOCNG REINFORCING STEEl. AND All EQUI'MENT AND LABOR REQUIRED TO ERECT THE RAlllN 1 c. E)CfSS MATER~lSHAL..L BE HAULED AND DlSPOSEDQF OFF-Sm: AT A lOCATION PRCNlDED ACCORI:WlCE Willi 1HESE PLANS AND CURRENT SPEClFCATIONS. . BY lliE CONTRACTOR. " 241U460000 ORNAMsNTAI.. METAl.. RAI~C~OOE SIDEWALK RAI~~_E , . 2104-2710020 EXCAVATION, CL 10, CHANNel. A. "THE METAL RAllIS TO BE B ONII-tJNEA~'foor'BAS EASURED FROM ENOTe EHDOF RAIL I A. BOUN(M\RIES OF THIS QUAtmTY ARE SET BY "THE RIP-RAP PLACEMENT AS SHC:lIJVN ON ll-IE PLANS. BID PRICE FOR METAL RAIL SHAll BE FULl.CQMPENSATION FOR FURNISHr<<) All. MATERIAl. i B, lHlS ITEM SHALL BE PAID BASEOQN THE PLAN QUANTITY ONLY. INCLUOlNGANCHQR BOLTS ANOGROlIT, AND All EQUIP, AND LABOR RECUIFIEDTO ERECT THE RAIL IN , 2105.&425005 TOPSOIl., FURN+SPREAD AC(X)ROANCE WITH THESE PLANS ANO CURRENT SPf.CIFk:AmNS. ~.DN.l;)rn;~Lv..:W~ . i A. f.lSTAll TOPSOIL ON All TEMPOAARYCONS-mUCTJ:)N EASEMENT AREn. ANOAS NOttOON THE PLANS. ~ 27 2414-3460000 ' --oR:HAMEHTAt..-METAI..-RAI~TCONCRETI:OPEN RAlUNG 1 ffi B. METHOD OF MEASUREMENT .1HE mpSOll PLACED WHERE SHOWN ON THE PLANS SHAll BE MEASURED. ~ ~=~,- - 1....1HE..:MQAbJle.U.IP,~B,D..PNAU>iEAR.FOOTBASIS MEASURED FROM END1QENOOFfWL-, " '; ~ f 6" OF TOPSOIl SHAll. BE PlACED IN AlllOCAllONS AND AS D1RE~D BY THE ENGINEER. BID PRCEFOR METAL RAL SHA.ll BE FUll COMPENSAlPN FORFURNISHN3AU. MATERIAL,. f ! C. BASIS OF PAYMENT - CONTRACTOR SHAll BE PAID BASED ON THE CUBIC YARDS OF TOPSOIL PlACED. ~~....".,-' ..<,~ F~ffClODtlG ANCHOR BOLlS AND ~~;ANDAlL"EQOTP.'}.ND u'aOlfREOlJIREDTOf:RECf1HE'RAI."1N=-:i ,-, I . 21l>>4l225100 SPEC!ALCOMPAClJON OF SUBGRAOE ~ WlTHlHESE PLANS _ _Ql.!BRENI.se.Er..:r.ATr>t.I<: Jt.... nl"'Tan 1;:,.Qt.Stl....T\I ntI 0 ~=' ~ ~,,,.--,,., ",~'.'. >.,',', ,,""'. "'J.lMTJ>~~~~4fULLCOUeENSo\lDH,F:Oa.6~ANDCOMPAClN3IHE ,,, -::Z41~ ~.ftEJ.~~~e;rAL"'RAIl,"iSEGMENTALWAU.S_ ':;;,',' . '._ '~ '. . = ~ cr; I SUBGRADE UNDER lHE NEW STREETPAVEWENT '" Dl\ftslON.1.AS.s.ttCIWN..I\I.mE..lYP!CAl DETAIL . ::7 .~.;..-..._.'-: A...JtIE.j,f_ETAL.BAu.w,~80.DN-^~~~~~= :;Eo -" . . it'flf.e114iOO '~~~E - It;~--,."r~'" ~P~FQR~AAl.ll~,BEFUll~PE!~SA:. .. f()R~RN~~AU.lMTERIAl. .~....,; )>=:, rr1 -n ! A. fF THlCK GRANUlAR SUBBASE (GRA~TON 12 OR 14) SHAll BE PlACED UNDER All STREET PAVEMENT ,,;. - '~lNC4JDING.'JV.CHO<<1IlXntM9:,iQIQJr;+HDAU:~,~tABa\ ~ro EFlEcnHE RAI."" .. ~ o:;J ~NC:E WttHTHESE_-PlAHS:N<<)CUAA.EH1:$P.E~1lEl'6I.S..atStfi.UJ...oL- _ / - I AND SHAll. EXTEND 2' BEHIND THE BACK OF CURB, n-", - i 1 2115-0100000 MOOIAEO SUBBASE " 25014425042 PILE. CRIVE STEa. BEAR, HP 10X42 '-. r- A. UNfTPRlCESHALl.lNClUoe lHE REMOVAL OF UNSUITABLE SUBGFlAOE ANDniE INSTAl..lATlON OF SO "",_ PILE. FURHlSH STEB.. BEAR, tiP 10X42 ::::::IC +' ill . ClASS~OSTONE. " 2502.e212014 SUBORAIN, lONGIlUDNAL, 4" -<, I t:;:-~."""'!"'^8lU.EAS'"'....OOA8lE MAtt-ARE AHla'AlEO\W1i llCS PRO.Ecr, f A. POROUS BACKFll SHALL BE CONSIDERED lNClDENTAl10 THE UNIT PRICE. -m -0 .-! ~ 2502-G201SS . __. .'. ." ._ ..-~_ _ '_' _, ... '. . .'. _'. . '.,_ ;;::::::0 :=;: '\--.-/ ~a.i~NCOUNTEREDt:lURHG~lftr.le,~8-ne ~"'~~ I_;_"~; ~~~~TAlLEDIi,wrAKE~~~ .':~li'w.'''~IY?<l'~27''~;r' .....-J -'o- r I 2213-1100<<10 RB..OCA TION OF MAIL BOXES -S;:/' .. i ~ A. l<Cluces TEMPORARY AND F>W. RELOCA"," Of' MAILBOl'ES. ~ ..:,. ~"f!:t~~~'~RI!O"11MC___ 5> W . l' B.~M_~~S,RElOCA"~,_A~MA~~lOCATEDWITHINTHE PROJECTu~ms.. .. ....:' -;'"'::':-":: ~,\S~: _L" ".~. .. "_..' "'1ElrSTA.J3:+s>.,~tT. ,CONNh..l-.lOTHEPROPOsED~DIAM. ~.~ 0 .V> :?""".=i'1t~.c".a:_ow.. . 1!lEWER;ppe,stW.l~ ,_ '_' _ .C_' _.;.., .,.~,.,~. ~ b .. 2503-4470410 INTAKE RA-41 > w ..-_'-"'_- ,~~1JNrr~~~_ftE~It:UMl\~t~ .: os .......70430 INTAKE~ a ~..'SHALL8E .. 'OONFORFI..IFIt.ISHIoI~~f;~na.-~ .. ""..."""" INTAKERA.<63 ~lt . .,.",....,~;.;,,9E~~~_~:~TDN9F.~lN~_~lHE .~~ " ""......"., STORM SWR unU1Y ACCESS RA-6O sa 2503.1181038 REMOVE STORM SWR PIPE LESS THAN OR mtJAL. TO 3&" - -'~ -~ -.... A. 11iIS ITEM INCWDES"THE REMOVAl AND DISPOSAL OF ALL PIPE MATERIAL OF ANY SlZE AND TYPE. C\l I 22144145150 :PAVEMENTSCARlflCATTOIf_.-':--.- ... .. < ... ... - . .... - ..' '---. .._-_ f-'? ;:, """?=;; ,_~;;r"-- A..~~w.u--~f~~~...P'<<IlJAYY.AVE.fotESL~lHE.~.p.cc"'V$.J B. lHE LEOOTH OF STORM SEWER PIPE SHAlL BE FELD MEASUREO BY THE ONNER. C. ALl. PIPE ENDS 10 BE ABANDONED IN PLACE SHAll BE PLUGGEDrnrn~~. U-' -.....:PAVEMOOANDPREPARElHEPAvEMarrmRECENEANHMAOVERlAY., _ .. ... .. .;.. w,,? .. 2301.oG8$100 BRIQOE APPROACH SECTION " 250).1325015 'EWER; u .m.... .... -, , ~ftEFERlOSTA.Hpy<O ROADPl.ANRJII..19t1 KJKa:.U\U:. ~ .......",0 A. All STORM SEWER PIPE SHAll HAVE BEll AND SPIGOT JOINTS WIlli O-Rr<<) GASKET JOffT 0<0 ;.oi'>>._~_~=~JtSOHly~,sEE JA8lEJ~A~.t!E5.J.!U);I...,~__~. _"~~'-= _ _._,_.~_.,_ _.\ PER ASTM C44J. W WOCC\J _ J). .PAYUENTfORl . OINAlSUBOftAI{SHAl1.BEMAOEBASEDONrt'EMNO.31. B. OUTlET PIPE SHAlL BE ATTACHEDlO BRIDGE ABUT1.lENTWALL SEE PlANS FOR OETALS. <.'J <.'Jo..!e. 11 2301.1033010 STQIS~ PCC PAVi, Cl C CL S, 1" NTAL o <tooll) A. CONTRACTOR MAY USE ThE MATURllY MEnKXl10 DETERMINE PAVEMENTSTRENG"TH AS sa.lRE~DliT'LS OC ~I-r:: PER OOTSTD. SPECFK:A,IDNS. AU lABOR, MATERlAlANDEQUIPMENTCOSTFOfl PERFORMING .. 2503-?32S018 SEWER. 2OlXIO STORM, 18"' mo~iD'i' MATURnYTESllNG SHAll. BE CONSIDERED IINClDENTAL A. ALL STORM SEWER PIPE SHAll HAVE BEll AND SPIGOT JOINTS WITH O-RING GASKET JOIINT tu ~ 0 ::;qg B. THIS ITEM SHALL INClUDE All OOLUNG AND OO\r\IEUNG 10 E)QSTlNG PAVEMENT'. PER ASTM 0443. 12 2S01.10lD010 STD'S~ PCC PAVT, Cl. M CL S, .,.. B. 0IJ11.ET PIPE SHAll BE ATTACHEDro BROOE ABI.flMENTWALL. SEE PLANS FOft DETAIlS. Wl-tu~a: A. CONTRAClOR MAY USE lHE MA1lJRITY METHOO100ETERMINE PAVEMENTSlRENGTH AS PER lOOT SID. SPEClFK:ATONS. ALL lABOR, MATERIAL AND EQUIPMENT COST FOR PERFORMING ft. ro;:~D~ BfoaNGAS SHONN IN THE OETAI.S StW.lBE CONSIJERE.D ~NTAI: I g:ZwOm MATURnY TESDlG SHAll BE CONSIDERED INCDENTAL '. SF!" '~S:U"'IJ ncc'P\I's - oo~a:a:% 41 ""s.msoso SEWER, 20000 STORM, sa' B. ClASS M PAVEMENT SHAll BE USED AT lHE INTERSEcmN OF CATSKIll COURT AND PERRY A. All SlORM SEWER PIPE SHAll HAVE BEll AND SPIGOT JOINTS WllH O-RN3 GASKET JOINT 5:wtn~f- ::, COUFlTTO OPEN THE STREETTO TRAFFIC. PER ASTM C443. OUa:-U !.'i c. THIS ITEM SHAlLlNClUDE ALL ORllllNGAND OOWElfIO TO EXlSTlNG PAVEMENT. l-e~u~.Bf.;LIl.-.o~ 6tUNh_n Ittto_DETALSS_t1I\U. BElXlNSIJERED'fQJ6 o ::s LU Z ~U ,;; 13 230S-00135OQ 1'NA(100,OOO ESAl), BASE, INTER, OR SURF, 1f2IN MIX, NO FRtC. REOO. ., SEE:rRE.HCI:I.D61'.t.is ' .' .'. ....... 'c- ~".., .<1 ifi 8J i3 ~ fiia .: ~--, ., - ~_. '-LLZ-~~"""~'~-AtCt:lW'o;i~tfUiNN.QN~ "" " ""......... SEWER, 2OIlIlO STORM, 36" ~ B, MATCH NEW pee PAVEMENT. A. AU.. STORM SEWER PIPE SHALL HAVE BELL AND SPIGOT JOINTS WIlH ~ GASKET JOHT ~ a: 0 en a..lt ::l " ,..,"'..... ASPHALT BINDER. PG -58-28 PER ASTM CI43. ~ " ,..,.,..".,. ADJUSTMENT OF RXTURE B. 0IJ11.ET PIPE SHAll BE ATTACHED TO BROOC ABUTMENT WAlL A. UNIT PRICE FOR ADJUSTING SANITARY SEWER UT1.flY ACCfSS TO MATCH iHE PROPOSED GRADES. ~~~RfMfCl)ftmt: ',", ! B. AOJUSTMENTOF SANITARY SEWER UTlJTY AcceSS INClUDES INSTALLAIDN OF CHIMNEY SEAlS. tJI"T".!II: _ _ ._ DAle 12-21-{)4 16 2312.a2G0051 GRAN)L.AR SURFACE ON ROAD. Cl A CRUSHBl STONE " ""..".,... SEWER, PlASnc STORM," DRAWN JTL ;; A. 1HIS JTi:M B 10 BE USED AS A lE.MPORARY SURFACE WHERE THE PAVEMENT IS REMOVED ON PERRY CT. A. PIPE SHAll BE pvc. CORRUGATEOOUTSDE WAll WfTH SMOOTH INTERIOR, MEETtroTHE CHKD CfNi TO ALl.O'.oY TRAFFIC OORING Sl'ClAM SEWER INSTAUATlON. REQUIREMENTS OF ASTM - F949. A MINIMUM PIPE ST1FFNESS OF 46 PSI ACCOROING 10 TEST MElHOD APRQV. CFNI ... B. lHlS rTEM IS 10 BE USED AS A TEMPDRARY SURFACE 10 MAINTAIN ACCEss TO ADJACENT ASTM .'412 AT5 'll. DEFLECTION IS REQU. RESt! SHAll. BE PER ASTM .01784, CEll ClASS 1245413. '" - u PROPERlY DRIVEWAYS. B. PPE SHAll BE PERFORATED. t C. REMOVAl AND DISPOSAL OF MATERIAL SHALL BE CONSIDERED INCIDENTAL 1011-I1S ITEM. C. PPE SHAll BE INSTAllED ACCORDING TO MANUFACTURER'S REQUIREMENTS. PROJECT NUMBER 11 24011745625 REMOVAL OF EXISTING BRIDGE D. All. PIPE FrTT1NGS SHAll BE CONSIDERED INCIOENTAllO 1liE UNIT PRCE. {:j A. THIS ITEM HCLUOES REMOVAl AND DISPOSAL OF THE EXlSTING BRIDGE INClUDING All. BARRIERS, E. AU. JOINTS SHAll HAVE ElASTOMERIC SEALS(GASKETS WHQ1 MEETTHE REQU~EMENTS OF ASlM. F4Tl. 04043 8 HANDRALS, ABUTMENTS, SlABS, BEAMS AND All MISC. ITEMS ASSOC~TEDWrTH THE BRlOGE. F. GASKETS SHAlllNOEX TWO VAllEYS OF lHE EXTERIOR CORRUGAlPN. -= . ~ IT IS ANTlCIPATEOTHATTHE ABUTMENTS HAVE CEAOMAN ANCHORS ANDllES THAT SHAll BE l:~ft1leOOlNGn-stCNNWTttE"WTA~IH1ALLt;t; ~-..t:Kl:u-.-.:rwu_ J REMOVED AS REQUIRED FOR ALL CONSTRUC'Tk:lN. _ij;E 1RENCH OETALS. .' ,_ ~ '{" ""'........ OVA!.,Sof.SPERPLAN~-- ... . . - ..-. .-- . - - L'~q .. 2S03-1S82018 SEWER, PLASnC STORM, 18'" SHEET TffiE ~ """c',,,,,= ,^JHs~_~.B~~!oL~JJIFJEREHr,1YPUOFIENCEs.AEQlJlREOFOR.REUQVAL ~. . A. PPE SHAll BE PVC, COFIRUGATEOOUTSDE WAll WfTH SMOOTH INTERIOR, MEE"mGTHE ESTIMATED , M~tfClYiNONlHE.F'I..I\NSAtIDAS,STA1ED8ELOW; ......, __, ..._ ,,' .. ..._i REQUIl:EMENTS OF ASTM. F949. A MINIMUM PIPE STIFFNESS OF <<> PSI ACCOROlNG lO TEST METHOO "i! ~-- "''''''''t''f1~PRm.CV'~.13+64.e:2S iff_TO-STA..13i56.02. 97Rt). ESt:lOTAl~ 4-' ASTM -2412 AT5 'll. OEFLEC1lON IS REao. RESIIN SHAll.. BE PER ASTM .01784, CEll CLASS 1245413. REFERENCE ;: -~ ,,""'-~,~'-- ~-,.. .- ,,~h)~JIGttCtW'JURlfE,NCE (ST~Jl+7tI,~&T":1!+64,.:n.?.{.:!i}d:~l""",nLF__~" ".__' ' B. PIPE SHAll BE PERFORATED. INFORMATION 0 ,,~ ~Hi~:~-";::; }:'" B. .~1?JIAllBE PAIOlllE WMPSUM~CTUNlTPRlCE FOR THE REfotOIiAl.OFTHE FENCES 'v C. PIPE SHAll BE INSTAllED ACCDRDING TO MANUFACTURERS REQUIREMENTS. ~ D. ALL PIPE FnTlNGS SHAll BE CONSlDEREO INCIDENTAL TO lHE UNIT PRr..E. '~."''tOTED'AB6Jf:lHisrmw.t 'INC1..ODEiUl'lHE'YOti(S, 'tAB6R; .ECUPMENTAND'lAATERlAt;. 10 REMCN"E ~ " ~S. E. ALL JOINTS SHALl. HAVE ElASroMERfC SEALS(GASKETS WHICH MEET THE REQUIREMENTS Of ASTM _ F4Tl. 9- ;.. GASKETS SHALL lNDEXlWOVAlL.EYS OF THE ExreRlQR CORRUGATION. ,~ SHEET NUMBER ~ -REQUIl:EOGRANtJtAft1Se~lN"1'Rt~n'SlOU1.-eE'toNSlOeftEU'ftCIJENTN.: SEE TRENCH DETALS. C.02 .& ~ REV '" N BROS - 3715 (626) - - 8J -52 - -. - . i~ ~ I ;1 J' I '0 " ". ii i ,,:::;;::~ e' " I !j"; o' j I rd~ ,- ESTIMATED REFERENCE INFORMATION ESTIMATED REFERENCE INFORMATION 11 ITEMN(). ITEN cooe: ITEM DESCRIPTION I"lEMMO. ITEM CODE ITEM DESCRIPTION ~l .. ...,.".,... SEWER, PLASTIC STORM, 24R IS 2528~110 TRAFFIC CONTROL ~ ~ ~ ~. A. PIPE SHALL BE PVc. CORRUGATED OUTSee WALL WITH SMCXJT)of flTERlOR, MEETING THE " 2533-498000$ MoeILIZAT1ON ~! f:l:EOUlREMENTS OF "81M. F949. A MINIMUM PIPE SllFfNESS Of" .4(j PSI ACOOROING TO TEST METHOD 17 ~ $EGMENTAL RETAIN WAll. ] ~ I ASlM -2412 AT5" DEFlECTION IS REQ'O. RESIN SKJ.ll BE PER ASTM -01184, CEUClASs 126413. A. UNns SHALL BE TANlTAUPE WfTN A S1'RAOHT FACE. ~, B. PIPE SHALL BE PERFORATED. B. CONTRACTOR SHALL SUBMIT SHOP ORAwt{GS FOR APPROVAl. BY THE PROJECT ENGNEER. I; C. PIPE SHALL BE INSTALLED ACCORDING 10 MANUFACT\JRER'S REQUREMENTS. C. REFER TO SUPPLEMENTAL SPECFlCATlONS FOR SEGMENTAL BLOC!( RETAINING WALL ", II D. ALL PFE fTTTt4GS SHAll BE CONSIlEREO lNCIlENTAl TOTHE UNlTPRCE. D. THE OEM I4CLUOES RETAINING WALL MATERIALS, E~VATlON. BACKfI.l, SUBOIWN, REI\lFORCEMENT, E. ALL JOtfTS SKof.U HAVE ElAS10MERC SEALS{GASKETS WHOi MEETlHE REQUIREMEPm> OF ASTM. F~77. BASE "ATER"'L AND ALL OTHER MATERAIl TO CONSTRUCT THE WAllS AS SHOWN ON THE PlANS. ~. F. GASKETS SHAll. "'DEXTWOVAlLEYS Of 'THE EXtEROROORRUGATON. 50 25M4380010 FIRE HYDRANT ASSEMBl.IES I ~Pl,1ltuUNl.At{lIit~I\S"SHOWN~REOlrCIlElIIl^L .~ A. REFER TO SPECIAL PROVISIONS FOR WATER MAIN DiSTRIBI1TION SYSTEM. ri~ t ; 'SEElRENC:lt~. __ _ B. THIS ITEM tlCLUOES HYDRAKT, f;' LEAD PIPE AS REQUIRED, f;' GATE VALVE AND BOX. T'RACERWIRE f 1 .. 2503.1382030 SEWER, PLASTIC STORM, 30M RECEPTACLE, POL VETHYlENE ENCASEMENT, THRUST BlOCKI<lG, E)CAVAOON AND 9ACKFI.LIMG. f A. PIPE SHAll. BE PVC, CORRUGATED 0lJTS1DE WAll. Wini SMOOTH I'{TERIOR, MEETING THE .. 2:598-3178006 GATE VALVE AND VALVE BOX. F' 1 REQUIREMENTS OF AS1M . F949. A MINIMUM PIPE STIFFNESS OF 46 PSI ACCORDING 10 ttST METHOD A. REfER TO SPECIAL PROVISIONS FOR WATER MAIN D1$TRIBtIll.:lN SYSTEM. - ASTM -2412 AT5" DEFlECTlON IS Rea'D. RESIN SHAll BE PER AS1M -017'84, CELL CLASS 1245413. 70 HSS-8805606 WAT6{MAIN, DUCTILE IRON, F' " ~ 1 ~~ . B. PIPE SHAll BE PERFORATED. A. REFER TO SPECIAL PROVISIONS FOR WATER MAIN OISTRIBLmON SYSTEM. , C. PIPE SHAll. BE INSTAlLED ACCOROlNG 10 MANUFACTUREFrS REQUREMENla. B. INCLUDES ALL COSTS TO OPEN TRENCH THE PIPE ACROSS RALSlON CREEK. AU TEMPORARY . 0 D. ALL PFE FITTINGS SHALL BE CONSIDERED INCIDENTAL TalliE UNlTPR(;E. BERMING OF THE CREEK SHALL BE CONSIDERED INCIDENTAL ~a: E. ALLJOItm SHALL HAVE ELASlOMERIC SEALS(GASKElS WHICH MEETniE REQUIREMENTS OF ASlM _ F~77. c. THIS ITEM INCLUDES ALL RESTRAINED JOINTS AS SHOWN ON TIlE PLANS. - i F. GASKETS SHALL tlDEXlWOVALLEYS OflHE ExrERORCORRUGAIDN. 71 2598-'810200 WATER MAIN FITTING, AS PER PLAN C3w ~~UGRANUlAR BEUUlNGAS SHCN'IN IN It'll; ~TAlLS SHALL BE CONSIDEREolNCa:RT'A A. REFER TOSPEClAL PROVISIONS FOR WATER MAIN DISTRIBUTION SYSTEM. ~ seE '~NClU)ETAIl..S -'"' e. INCLUDES RESTRAINING LUGS AS REQUIRED. r...:> 0 72 2599"9'9005 AIR RB..EASE VALVE AND PIT ~, . 41 .....7055008 SEWER, DUCTILE IRON SAN. au 9 " , A. REQUIRED GRANULAR BE~G AS SHONN IN 'THE DETArLS SHALL BE CONSIDERED INCIJENTAL. A. SEE TYPK:AL DETAIL AND WATER DlSTRIBUOON SPECIAL PROVISION. C,n ~ I SEE TRENCH DETAILS. B. CClNTRACTOR SHALL BE PAID FOR EACH VALVE AND PIT INSTALLED. 41 B. SEE SANITARY SEWER SPECIAL PROYISIONS. 72 25t3-!1"t003 SEWER, SANITARY. (pVC TRUSS) 8'" ~O 1"'1 11 .. 2504-7080021 SWR, CONe SAN, 2OCIOD, 21M A. SEE SANITARY SEWER SPECIAL PROVISONS. ):":;-. =.\ 0:1 B. SEE TRENCH DETALS. ! A, SEE SPECIAL PROVISIONS FOR SANITARY SEWER. c. ALl REQUIRED GRANUlAR BEODI-iG AND BACKFLl SHALL BE CONSIDERED INCIDENTAL 10 TIlE UNIT PRICE. C) - '. - -- , B. AlL REQUIRED MATERIAL, LABOR, EQUPtrIlENT ANDlOOl.S TO MAlNTAH FLON IN THE EJIlISTlNQ D. CONTRACTOR SHALL BE PAID BASED ON 'THE MEASUREO LINEAR FEET OF PIPe IJlSTAUED. r i SANITARY SEWER SYSTEM SHAU BE CONSIJERED NClJENTAL 10 THE UNIT PRICE. " ............ SEWER, SANITARY, (pVC TRUSS) 10" ===-\C1 iT1 e. CONNECTION TO DFFERENTPlPE MAlElua..LS SHALL BE CONSIJERED INCIDENTAL <'1-. I D. ALL REOUIRED TEMPORARY PUMPING ANDfOR CREEK twER$ON SHAU. BE CONSIDERED INCIDENTAL A. SEE SANITARY SEWER SPEClA.L PROYJSONS. .:......1-' -0 -, . B. SEE TRENCH DETALS. , I \.....J I co ""'-"10 $AN SWR unUTY ACCESS (pRS:AST) (RA-41) o~i ~ c. AU. REOUlRED GRANUlAR BEDOINO AND BACKFLL SHALL BE CONSIDERED NCDENTAl 10 THE UNIT PRICE, A, SEe SPEaAL PROVISK:lNS. D. CONTRACTOR SHAll BE PAID BASeD ON THE MEASUR:ED LIolEAR FEETOF PPE t4STALlED. r.- e. SEE STANDARD DETAILS. 7S '........... WATER MAIN, STAINLESS SlEB..., F' :;;: q e. ITEM INClUDES SlEPS, A~, CHlUNEY SEALS, ANDCONCRElE COLlARS. A. REFER TO SPECIAL PROVISIQHS FOft WATER MAIN ClSTRIBUTlON SYSTEM. j> ~.) 50 .......,.,. SAN SWR DROP UTIL ACCESS (pRECAST) (RAQ) B. PPE SHAll BE STAINLESS STEEL SCHEDlJLE 10. c:> -1 i:! A, SEE SPECIAL PROVISIONS. c. AU. REOUlRfD LABOR, MATERIAL AND EQU....ENT TO INSTALL THE PIPE WHERE SHOWN ON THE PlANS . '" B. seE STANDARD DETAILS, SHALL BE CONSIDERED PART OF THE UNIT PRICE. ~ 13 C. ITEM IHCUJDES SlEPS, A-lOCKS, CHlUNEY SEALS, AND CONCRETE COUARS. D. CONTRAClOR SHAll SE PAID BASED ON THE LINEAR FEET OF PIPE INSTALLED. > W a 51 ...........,. FLOWABLE MORTAR. E. INSUL AHDJACKET AROUND THE PIPE WlTHIHTHE BRlOOE SLAB SHALL BECONSlOERED INCDENTAL ~~ A. ITEM INCLUDES FlU.ING AlLABANOONEDSTORM SEWER, WATER MAlNANDSANlTARY SEWER PIPES ',::Sl..&VES."l.ONQ....~fTRU:;J:.;:IlQC,<<lpvc;-sot: '. . <^ie, ":_"'" ' . THAT ARE NOT REMOVED DURING CONSlRUC'TON. 4.'-~"'~"IJI""~' , ....... 52 -- C\J A. ENGiEERiNG J:AeRIC SHAll. BE f4STA.u.EDONALl AREAS 10 RECENE ER:OSDtSItlHf-.. .':r~~lllt..,~~,...~~~~~~ f-U( " 25074150600 REMOVAL OF INTAKES AND UTIUTY ACCESS !~~~~~;~~~~~~!~~~':~'., 0'" A, lHlS ITEM INCLUDES lHE REMOVAl AND DISPOSAlOF' AU MAKES AND TfPES lNClUDCNG FRAMES, w"? COVERS AND GRATES. .., , 6. THIS REM INClUDES ALL BACKFIWHG Of' ALL E.lCAIIAll()NS CREATED 6Y 'THE REMOVAL OF mAKES. 0<0' 54 ...,- EROSION STONE LLI WO:N A. EROSON STONE SHAU. BE PLACED WHERE SHOWN ON THE PLANS OR AS DIRECTED BY THE OWNER. T1 26014639010 SOO G G<l.~ E. A. THIS ITEM INCLUDES FUll COMPENSATlON FOR FURNISHING ALL EQUIPMENT, lA60R AND IMTERIAlS o <(U)lD 55 251Q..C745850 REMOVA/..OFPAVEMENT REQUIRED FOR THE INSTALLAllON OF THE SOD INBCE WITH THE PLANS ANDSPEClFCAOONS. - Zt-"- A. THIS ITEM lNa..UOES REMOVAl AND DISPOSAL OF ALL PO: PAVEMENT (WITH OR WIlHOl1T ACC OVERLAY) 8. THE WATERING Of SOD DURING THE FIRSTSEVE Co\l.EN, DAYS FOlLOWING tlSTAllATON SHALL 8E ffi~~6J~ AND Ace PAVEMENTS OFVARYI\IG THICKNeSSES. lTlS ESlIMATEDlHAT ALL EmT. PCC STREET PAVEMENT CONSI>ERED INCIDENTAl. THICKNESS IS SEVEN fiCHES. TV 2$01-2$43110 WATER-SOD/SPEC DITCH CNTUSLOPE PROTECT tu <>: 0 :~q3 B. THIS ITEM INa..UDES FUll. DEPTH SAWCUTTING OF PAVEMENTAS REaUREDTO ENSURE A o..EAN EDGE A. THIS ITEM INCLUDES WATERlNG OF lHE SOOOEDAREAS BASED ON S~APPUCATk)NSATARATEQF ~~~~ffi BETWEEN E)QSTING AND PROPOSED PAVEMENTS. ONE(1) GAlLON PER SQUARE FOOTOf' SOD. e. THtS ITEMINCt.UOES THE REMOVAL OF ALL BRDGE APPROACH SLABS. B. THE CONl'RACTOR SHALl6E PAID FOft WATERING THE SOOAFlER THE FIRST SEVEN CALENDAR DAYS. IO 2511.745900 REMOVAl OF SIDEWALK TV 2602-COOOO20 SILT FENCE U)~a:a:,,* A. THt:> ITEM INCLUDES FUll DEPTH SAWCUlTING OF PAVEMENT AS REQVlREDTO ENSURE A ClfAN EooE A. ITEM IS TO BE INSTALLED WHERE SHOWN ON THE PLANS so AS TO KEEP SOIl FROM LEAVtlG THE ,?:wtn~f- ~ PROJECT SITE. S BETWEEN EmTING AND PROPOSED PAVEMEN1S. B. REMOVAL OF SI. T, MAlN'THAHCE AND REMOVAl OF SILT FENCf SHALL BE CONSIDERED INCIDENTAL 00a:-0 - 51 2511-752$004 SIDEWAI..K, POC,~- TO THIS rrEM. o :s w z ~t; ,g ~:, :A ,~11~ $I1JiEWMJ<,-pccr---. . . .'. . _ . '.' .'_." '. _T . ~--.. .. 2602-COOOll0 BAlES - DITCH C$ECK U'i <l. >ii50w " "L~c~!, 'i<. . ... .. ..... '. ~~li."""""""DOOllE.pE1ECTA8l.E.~$8.~ A. ITEMIHCLUDES lNSTAll..A11ON ANO RElOCATION AS REQUIRED BY THE CONTftACTOR'S CONSTRlICTlON W 0 <( a:g ~ .Ur8l.8AIIIPS;;REFER 10 IXJTS~1tJAAD RO\DPLAN Re-.6 FOR OONSTRl.ICTPN DETAI.S " PHASING. :2: a: 0 CO <l.~ ~ 251s..2~75008 DRIVEWAY, POC,6" 0 B. THIS neM IS TO BE USED AS A TEMPORARY EROSION CONTROl MEASURE TO KEEP SEDIMENT FROM ~ .. 2515-6745600 REMOVAL. OF PAVEDORJVEWAY LEAVING THE PROJECT SITE. THIS MAY INClUDE USING THE BALES TO REDUCE THE VELOClTY Of RUNOFF A. THIS lTEM INCLUDES FULL DEPTH SAWCUTTlNGOF PAVEMENT AS REQUIRED 10 ENSURE A a..EAN EOOE COMING ONTO THE PROJECT SITE. S BETWEEN ElQS'T1NGANO PROPOSED PAVEMENTS. C. THf UNIT PRICE SHALL BE PAlO ON THE NUMBER OF STRAW BALES INSTAlLEOE.D DURINO THE PROJECT. DATE 12.21.Q4 - S iNs'~ '" _DlrrAU.QpiNTRE~l::"""~~.IO,BRIOGl;.~_,__._ _ DRAWN JTl ~ URESAT-OPENl1lEtCHtS' &.uut' .irIVN\, QI'o,Y_tiHALLl5E CONSIJEREDINatENT.lU... CHKD CAW a ')8E'~A~:~=-~~~!~;~~:~'~~~~~' APAOV. CAW -" t :.'fENCE,~'~'~tO...;.. _~'\,c;-'"'....",','..'.-.:,.,._.._...,.'., ....;.,:,..,c._,.:;.:;'t'..- PROJECT NUMBER ~, .... ... . . . .... ....I! 04043 ..; --._,~~PN.JQf':N<<>ecmouJWtERESHOWNONlHEetANS,:'_,-.... .'. .,' ',_. "_ .B ........"'.....H..... . .,...""1\:..~ $R.u-.wJi. J w......, L,...... . ~ OFflE'~:'"-.;_ ~~~~~~:~J!:UWW~.DV~~,~_~~R-f~ ,__ -= ~ ! SHEET TITLE :a.atHe.u.n:Cl:itr6RA~J,~. ESTIMATED REMOVAL OF CHAI .. A. THIS ITEM tctUDES 1HE REMOVAL OF ALL CHAIN lINK,\NO WOODEN FENCES OF ALL HEr3tf1S AS SHOINN REFERENCE . ON lHE PlANS. BACKFUING AND COMPACffiG VODS FROM POST REMOYALS SHALL BE CONSIDERED INFORMATION I INClJENTAL B. INSTALlATION AND REMOVAL Of'lEMP. PLYWD. FENCE WHERE SHOlIVN ON lHE PLANS SHAll BE " CONSICEREO INCIOENTAL u SHEET NUMBER ~ C.03 & 9 <5 REV ~ N BRas - 3715 (626) - - 8J -52 ~ I , - STANDARD NOTATIONS "I " ~' ; DESIGN STRESSES: PROJECT DIVISION SUMMARY J: I " .. 1" 01-20-84 201-1 01~'20-84 221-3 0CSliN STRESSES FOO THE fOllOWING UATERW.S ARE IN t i . i lOOttG COOl'RIoCTQR 5i'Wl. CHlCK FOR LOCAllOOS Of UlUJIlES. DRAINAGE [SlIW..TEO QUANTITY FOR NEW CONCR[T[ PA\{UENT INClUDES ILL IHTEGRAl CURB. ACCOROANCE WITH MSHTO STANCWID SPECIFICATIONS FOO HlCKWAY DMSlOO 1 ~., if S~ OR OTHER FAClllTl(S IN THE CONSTRUCTION AREA. Nf'( IJAW.GE TO All STREET RETURNS NolO SPEaN.. AAfJS or R[PAlRS TO CONNEcnNG PAVEMENTS. BRI>GES SERIES Of 1996 (15th EDITION) EXCEPT AS SHOWN: CONSTRUCTI(Xoj Of 42' X 42' CONe. SIJB BRllCE NolO All APPURTENANCES ~ I ~S ." - STREET N() S()(W,ILJ( PAV[W[NT IIrlPROVEIlENTS FROU UUDOW STR[[T !~ SUCH r.\ews IlU[ 10 THE CONTRACTOR'S CARElESSNESS SIWJ. BE CORR[CTED 01-20-84 221-4 TO/NI) INCtUlllNG TIE 8ROOl<SIO( ORI\{ ~ITRS(C1lON IIlPRO"I)'ENTS ~; AT lIS OWN EXl'(NSf. IN OROER TO A\UJ Nfr IM€C(SS,t,Ry Slflf"N;( BRfAKS OR Pfl[~.TUR( SPAlUNC, CONCROE IN ACCC>>l:o.w::E: WITH SECTION 8.15.2..1 rc = 4000 PSI - STORY SEWER IWPRC'NEMENTS rRON BROOKSI)[ ORI\IE NORTJiWN{O I~ h THE CONTRACTOR 1$ CAU1lONED TO EXERCISE EXTREHE C>RE WHEN PERrORlONG REiNfORCING Sl[ElIN ACCOROANcr WITH s[CT~ 8.15.22 F's = - WAITR IWN INP1lOYEllENTS rROIl BROOi<SIJE ORM: NOR1HWARO " 09-29-92 203-4 Nff or TIoE NECESSAAY SAW CUTTt4G (PERATIONS FOR TH( PROPOSED PAVEMENT 24,000 (GRADE 50) - SANITARY SEWER IIlPROVENENTS rROl/ 8ROOl<SlIJ( ORM: NORTHWARD Ii mE CONTRACTCR IS ENCOUR.I<<O TO TN<E fULl NNNlfJa. Of SPEClf1CATION R(lC'^,- STRVCTlIW. S1[El N ACCOROI.NCE WITH SECTION 10.J2.1 - SURf ACE RESTORATION 1105,15 - VAlUE [t.Q;{[R1NG tlCENTJV( PR<::POSAL II PAWPHlET AND 01'.20-84 ", CONCEPTUAl PROPOSAl. rORll WU BE AVOlAlltE AI THE 222-2 DMSlOO 2 , PRECONSTRIIC1lON COOrERENCE. TO OBTAIN Tit: CORRECT fORM CfW)lS AT LOW POiNTS WH[R[ INTAKES ARE SPECIFICATIONS: STORlI SEWER INf'RO',{HENTS rROIl THE OOVER smm omNT1ON I lOCATED. THE CONTRACTOR I.lUST [X[RClS[ EXTREw[ CARE WH[N PAVING FUll. fACIUTIES TO Ttt: SOUTH SlOE Of BROOKSIDE DRIVE I WIOTH PAVo,IOOS. THIS w,y REQUIRE POURING ONE HAlf Of THE PAVEMENT AT A ocsm MSHTO S(RI[S 1996 - 'TR(ET IHll SllEW/<K _NENTS SO\1tH Cf BROOKS<< DRIVE i 01-20-84 204-2 TIllE OR OTKR METHOOS APPRoito BY M. ENC!N[[R. So6J.lITAA'Y SfW[R IWPROvEuENTS SOUTH or 8ROOKS/l)[ DRIVE i ..L HOLES RESULTIllC rRON 0PE....1\ONS Cf THE CON11l.\CTOR. '"ctUOtlG R(N(N.. CONSTROC1lON, STANIJARl) SP(Cf'1CATKlNS fOR HIGHWAY AND SURFACE RESTOOA.TlON , Of GUARDRAIL POSTS, fINeE POSTS. OR fOUNDATION STUDIES. SHAll BE RlLEO 01-20-84 232-S , AND CONSOUOATED TO fiNISH GIW( AS DIRECTED BY Tt-f: ENGINEER TO PREVENT THE CONTRACTOR SHAll NOT DISTURB DESIRABLE GRASS AREAS AND DESlfWU BRIDGE CONSTRUCTION, SERIES OF 2001 , IOWA OEPARTUENT or TRANSPORTATION, PlUS , fUTURE SETIUUENT. Tit: ~OS StlAi..L BE rUED AS SOON AS PRACTICAl _ TR[[S OUTSIOC THE CONSTRUCTlOH milTS. THE CONTRACTOR WIll HOT BE " PREFIR.&J3lY TI-( DAY CREATED AND NOT LATER THAN THE fOllOWING [lAY. NN PERMITTED TO PARI< OR SERVICE IJ[HJQ[S AND EQUlPt.lENT OR USE THESE AREAS CURRENT SPfl:W. PROVtSIONS AND PORTlOO or Ttf: RIGHT-Of-WAY OR PROJECT llWlTS (INClUDING BORROW AREAS fOR STORACE or l,lAT[RIAlS. STORACE. PAAKIN(; AND SERVICE ARfA(S) WIll BE SUPPlEMENTAl. SPECIFICATiONS. . SUBJECT TO THE APPRCWAl Of THE RESIOENT ENGINEER. r AND OPERATION SITES) OISTUR8EO BY f.N'( SUCH OPERAOONS StW.l BE RESTORED ! TO AN ACCEPTABlE COt4llTKlN. THIS OP(RAT!ON StW.l BE CONS()(REO tlClDENTAL 01-09-90 232-6 GENERAL BRIDGE NOTES: -.. , TO OTHER BID IT[MS IN PROJECT. SELECTIVE ClEARING WU BE REOOlREO ON THIS PROJECT. NN TREES OUTSIDE THE BRIOGf IS OE$QEO fOR MSHTO HS20.44 lOAO~G PlUS 20 0 C") , CONSTRUCTION LIMITS StW.l BE ROlOVEO ONLY BY THE APPROVAl or THE: I PSf fUTURE WEARING SURfACE IN ROADWAY en 01-20-84 212-1 ENGINEER. -:2:CJ ..,., SOUNDING AND TEST BORtlC OATA SHOWN ON PlANS WERE ACCUMUlATED FOR SlAB THIC1<NESS INQUOES 1/2" INTEGRAl. WfAAlNG SURrolCl' )>-, ,.,., ; [(SIGNING Nm ESTlWATlNG PURPOSES. MlR ~ 00 THE P\J.tl OOES NOT 06-01-94 232-8 -, L:l.'1 THE TOP SIX (6) INCHES Of Tl-lE exsruRBED AREAS SIW..l B( mEE Of ROCK AND / - . CONSTITUTE A Gl.JAIttM[( THAT CON:lIllOHS OTHER ~ THOSE INDICATED YI'lLL NOT 0- - .,- i OCBRIS AND StW.I. BE SUITABlE fOR THE ESTAElISHMEHT Of VEGUATlON, SOOJECT BE ENCOUNTEREO, TO THE APPROVAl Of THE ENGlN(ER, ==iO ..,.. ........] ! .-<,. ! I ! 10-29-02 213-1 01-19-88 251-1 - rr: .." ,~-1 IT stW..l BE THE CONTRACTOR'S RESPOHSIBlUTY TO PR(MO[ WASTE AAEAS OR THE CONTRAcTOR SlWJ. BE R(SPOtfSI8lE TO UAlNTAIN ACCESS TO 1NOM0UAl ___ ""1"'j -' 1\...-1 ()SPOS.q SITES FOR EXCESS MATERW. (E:XCAVATro W,JERW. OR BROKEN PROPERTiES 04.JRt<<: CONSTRUCTION. o~~ .r;- I ~ ~:/"- COIOlETE) WHICH 5 NOT ocgRABLl' TO BE ~CORPORAITO INTO THE WORK RElOCATED 1CCESS SHAll. BE COUPlETED TO INDIVIDUAL. PROF'ERTES PRIOR TO T 0 1102-13 }> <." INVOlVED IN nts PROJ(CT. MSE AAf)S SlW.l NOT IMPACT wrnmos OR"WArm REY<WAl or EXISTING ACCESS. ABULATI N OF UTILITIES 102-23-931 C) .", or THE U.S.. NO PAYlAENJ fOR <MRtWJl WIlL BE ALlOWfD fOR MATERW. ~ t; LOCATES > w HAULED TO lJ.Cl[ SITES. NO I.IATERW. SIW.1. BE PlACED 'MTHIN TIE: RIGHT Of IF THE PER1.WlENT ACC(SS CANNOT BE COWPlE1IO PRIOR TO REIr.fOVAI. Of THE IOWA ONE CAll. 800-292-8989 a WAY, UNLESS SPECFDlLY STATED IN T1f: PI.JJ6 OR Af'PROl,{() BY THE ENGINEER, EXISTJNC N:CE$S, THE CONTRN:;TOR SI-W..l PR{M[J( AND I.WNTAlN AN AlTERNATE 9HTIfN SEWER Cl1Y Cf IOWA em 319-356-5170 ~lr . HXBS. It.YPOlW<''f CRNM..AR SlRfACtlC WlU BE PAlO FOR AS A CONTR.lCT ITEM WATER DSTRlBUOON CI1Y Of IOWA CITY 319-356-5160 ...J 06-22-64 213-3 OR BY EXTRA WORK. '" w ,IU ElORRatY AAEA$, STOCKPIlE AAEAS. HAUl R{W)S AND AAEAS USED FOR (l.(CTRIC U1ON.1(RlCAN E~RGY co. 319-341-4462 I-"i' ::E 09-27-94 271-9 :i EOUIPt.fENT ON THIS PROJECT WIll REQUIRE SUBSOIL T1U.AGE TO AN AVERAGE DEPTH A SCfWl( SAUPlE WAS TN<EH fROt,f OOE AR[A Of THIS ElRIOCE TO GET AN NATlIPJ.L GAS IliOo'M:RICAH EM:RGY co. 319 341-4462 u-, w"i' n. or 16 TO 20 INCHES PRIOR TO PLlCENENT or TOPSOIl. ANO/OR ST.IlllUZINC CROP INDICATION Of THE EXISTENCE Cf Tll: lEVEl or TOTAl rnROUIUt.f NIl TOTAl lEAD. TElfl'HOO[ OWEsr 319-399-7651 -, , l'- SITOINC. SUCH lJU.AC( SHAll BE ACCOWPUSt-ED ON WJ<II.IUY Of THREE rOOT ANOJ$OS Cf TOT" lEAO Of/1HIS SAIlPlJ' WAS '80 PARTS OCR HWON (!'PH), CAlIllVISION NEOIAC(JM 0<0' 0 319-351-3984 W Wa:C\J a; C(NTERS AND AT RCHT ANGUS TO THE flNlSHED SlOPE or n.{ BORROw. ~YSIS Of TOT,IL CHRO!.lRjY ON THIS SAUPlE WAS 150 PPU. THESE AWtYSES '? SHOW THE EXISTENCE Of THESE lWO TOXIC CONSTITUENTS, LEVELS INDlCATEO BY CJ CJa..!Q, ~ E(X)IPW[NT USED TO ACCClWUSH THE TIllAGE SHAll BE [QUf'P({) WITH AN THESE TESTS COULD CREATE CONOIT1ONS J(j(J{[ RECUlATORY lllillTS fOR HEAlTH o <CCI)IO '" AND SAfUY REOUIREWENTS. NO OTHER COHSTITUENTS WERE NW,.Ylm. THE - Z......T- 0 AAROWHEAD- TYPE $HO( so ~ TO PROVIDE LATERAL OISPlAC(U(NT ~o UI.flT TllE ffio~m~ 0 BlDOER SHOUlD NOT RELY ON THE DEPARTl.tENT'S TESTING AND ANA.lYSlS FOR ANY ~ IIQVEMENT Of THE SUBSOIL TO THE SURfH:E. IT SHAlL EI[ APPROVED BY THE PURPOSE OlHER lllm AS AN MnTlON Of THE EXISTENCE OF THESE TWO TOXIC t:;~o:;q3 l!! ENGltf:ER fOR THE USE INTDIDED. THIS WORK WILL BE CONSIDERED IHClDENT,IL TO CONSTITU[NTS. N OTHER WORK ON. THE PROJr.CT 00 NO PA.'N(HT '1/\\..\. 8E IrlitMo. Wl-t:;~o: ~ O:ZwOro '5 IT IS INTEI'IDEO THAT fOll(J<<JNG SU8SOIl Tl1..lAG(, THE AREA. REWJNS IN A tn':lio:o:~ 0 >- 5:wtn~1-1 ~ lOOSENED- CONOITION. AOOITIONAl. COWPACT\ON OR TtE OPERATION or HEAVY ~ EQUIPMENT, OTK:R TtWl REQUIR[D FOR TOPSOIL PLN:o.ENT AND SK&.PING StW.l OUo:-u NOT BE AllOW([) ON AREAS WHICH HAVE RECEr./ED SUBSOil.. TIlI..AG[. o::SWZ~t; " L1i n. > Ci5 Ow ... 1O~27-98 213-4 W 0 <C o:g 0 0 THE CONTRACTOR SHAll N'P\..Y NEctSSAAY WQlSTURE TO THE CONSTRUCTION MfA :;;;:o:oroa..~ :::; AND IWJl R{W)S TO PREVENT THE SPREAD or DUST. REFER TO ARTICLE 1101.07 <( Z Of THE STANOAAO SPECIfICATIONS FOR NJDfT'lrnW.. OCTNlS. u: DATE 12-21-(14 " ORAWN MEL 0> CHKD CR <= ';< APRQV. BB . E 0 M PROJECT NUMBER .. 04043 0 .. .9 .. 0 0 SHEET TITLE !)l N GENERAL NOlES & STANDARD NOTATIONS SHEET NUMBER C.04 & REV it ~ !J' \r' 11 ~ ~. OON7RAO SHALL MAINTAIN cccss,ro CATSKILL OT. AT ALL ~ i . "'. i' ~~~ ~l ~. . . .. 11AIES. ,!!AOTOR SHAJ,L~~ iliiT CONS'1RVOTlON PHASING PLAN ,I.;;! k" - \ ."'O'IE ANO REPlACE ~l TINa . ~ I : i. :-1 . ~ - flRIOR- ro a,.'GINN/NG~CONS1Rt1JON' FOR OVtNER APPROVAL ~,"[/"'"10 aARJ< II \ SANITARY UTlUTY ACCESS LS>-; ~ I 2::;; ~ ~, . , 1'" '= -: \ ' (sa: SHEET 111.31 fOR DET LS Q .;:;~ II ',. .'. .., . . . I:; ... """'... - """CF)t' . F ,', , 2658 , 605., ~ I' ~.:; ! ;>..o....ri.... -.. - __:::lKJlFor"rrDE:pcc IF. I ~ ,. """,.......' J? H: !, GRAPHKv ' ..,' - .... ___ . ..,.,,""'. if- ink,. I .......rU1 ~' "' u.. ! 2D 0 - - 10 -: /-::- v ---..... f1()C RafOVAL AND REPLACEMENT \11 \ :=l r 91 - ~ .-.- I, \ BDf1tD I' k.......~ (';\ '" (~L/.~-S7i"'- (A<<ltIt-.-~"''''''''PMOl$h j ''--28.0'- . ,I '. \ ( ] dt I ,i - iff. F ~\\!Y)y> .... . / I' 'I /' liAltItEXIS_ . " , L QJ .. ~ > '/0 /., t--- .--- ~~-C ' ". \ _ i IISTML 11 LF OF 4" \ '. 'ptWSION I' , ! 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SHEET 1TTlE ~ '26 i 70.2 i' \ STORM WATER ~ o " I POLLUTION ~ , PREVENTION ~ 127,/ ~ PlAN , :> \ I ~ SHEET NUMBER M "- , :!; / '-, ~ M.21 &, ~ , , ili REV '" N BROS - 3715 (626) - - 8J -52 - . II ~ . "( , ~N -'.1 I~\I~ . \ .." .2 ;: ~ , . nil I -- O' "0 :;'" ~ <0 \ \ I . ~(HURl( N~-- ---,--_ __ ___ _ ~ S;~C'l d '" ': CCNNECT TMY.....,. . \.~ ',~ ' ),. I In 2) NC01HEAS1>:R>l 8O..T'... fIlE""""": ..oc;,...."rr-,. ~ II h~~ ;1 ') mn<<E Jt) NEW SEMEJI: \ ~ j I) t I I ~~ OORNER CF M: MEADOW SlREET AH/> ~ ... - ...:;: 'I;::-"'~ t T!1..YJOlF-FROlI '^' ,'. i '\~ '" fill oE.' ~";;,, ,~ SZ) r-. , , -7C>>.47 1i'j;"'" j! GR~ ~ '-..:./ 6'Os 1 I . "I i I!I:I I "'~ '-- I . ~ a I ~~h ,'" 7~""-"'l<.._"'---- . ~ . " [,', I '\ / ,/,;>.; .-:::0-: .~....... ,,1[, ,.~ \ I <:?6" "~ f~' ____, !! '-."" I ~~", ' ,I ,,\~ I(:'(\i~ I \ I ~c/ ).)1. ~: ' I ~ I " .r-.... "--./ h.'" ""....... ~ - I ' '11\ ' I 1(' - A \ ' II ~ Ji' '0!"~~ ,..., ( I 1~1\4JJ' IF~"~ I:> _. -() ;?I \~ I'. '<> (/ J '0. !" 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";i.;..\ \ PR.f""::_y.,:._AND RO TEXlSlTNG~ ,- \! ~ AlJ(P+,VEMENT, I/'O tIl ' " ! 0 ! \ ,"" '>.! '" " . \ I.' 'I I .. JSANITARY PE ",,>'0' '. \ TO 1..OOA~~Tt AND COllIE"' ElO . ..... SERVICE,LINE / t; I . VI ~ '. .,"~:-~t\ \ \, \1 ' \ ':.{' \ \ \ ~SNeTARY PlPfATIOl5M STRttT. , w ! 1',,1 If Y i "- ~ ~ ~ ~ \__j_:~ 1\;'~\ \ ~\:,\\ 1 ,~ \ l \ ... j \ ~, \ rr\TO s.;"TARY SPEa1L S. \ ~ . I ..1< ....... ..... .......:< .... ..... .........1 . ....... ... ...<!i ...... '. .....1..... .. I. I. .' I .. t-....... ..1. I ....1. .....1 ........ N . . . . . . . .. . : '.. . . . : .: .':' . . : : : :, : I : . .' :::' .. :' :: ':. :':: .::: ::::::. : ::.. : :: ::. .::" .": . . .. . . . .. : :: :::.: I- U( 715 I.' . : · : : · I · . . . . . . . . . . . .. . : . . . .. .. . I . . : . . . : .. .. . . ... . .... . . . .. . . . .. .... .. :.... . . . .. ... . .,. . . . .. .1.... 715 () ..., if, .: .<<1<'.':: ..,<.,.:.<<i..... '.::" .........1........., .... ."'1 :.. :I:. ::::: . ... .... b!;'i' ,[ !' 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"0'.. . .. : . . . . . '. . '. .. 1 '\;. ...:/'.. ..... //. 01. . ..... . :.. '. '. . . . . . . . . .. ....... '1" , . ..... i . . . 0 <C c: W .. . i' '/:.", ..... . ..... .. ... ...... .....1. . ........ .. a..J w Z-,,, , .........: ... · .. ........ ......... ... .... .. ... .... .... . ...~, < .. .. ... ...... .... ...... '.. ... L1i a.. > - OM ~ 6951 .... 1:::,<=",0:.; ~;55"'MIl<!~~ V '. '," ....... ..... ... ... . ...., "'11""1' <::.:.' ". .<.. 695 ::;:~8~g:~ ... - .. .:.:L .-'-__C . c-'- ..... '. ....... .... . .. . .. . .. . . . . ,{ I : . . . . . · : · I . . . . . . · . . . . . . . ,10' lO"0 '; '. . .., . . .. /.. n---.- I . . . . . . . . . . . . . I" ...... i . . . .. .... I . . . .. ... ......:.. ; !/J ......... .......'.~7...D$lT ,',.,q \'/f II I <:"/Iy< ..1/<' ... DATE 12,21-D4 <'I 690 I:. ..:: .:: . : REMOVE ElO inuJTY . : Ce. : </ . :1 : .. . ..' . .. . : : .. .. . . .. '1_' . . i.. .. .... .:1... ..' 690 DRAWN JfNI i 11/ .... .... ......... .........~=~~~D'~.. .c:. tL~ ~... ..1 ......1 ........ ">1 /{ ....1 .'. "" < ~~"g" g: ~ 685 i:..:.: .. . : . . . : : . . ,,' : ::It:~oooo ~-.-EAS1) : : :: 1.18, ''''0 so; . .. i ::: . . .:. ....,....:::, ..:.::: [.. . , :: :: : . .. . . :.' I . :..:. .. . 685 PROJECT NUMBER - .... ...... ... ~ .. ............. .... ... I .... ........ ... ... ..!11 I::::: ::':,:'.:: il:':::::.:I: STA rM'J+OAH ,,'fLY :: ::....1. I....,. ..... 04043 .., II.: ..... ...: IL' ..... . '1' r<sT""IIA""''''~JY..ca.sl'. .........1...'11 ,,< .1. ....~ >: ..... : . ..... . ..I. '. ....1.. ... . .. ..JHI~_".,..',""""....,CO"" .. ... . ...... ........ ...... .,. ....1.........,...1 ~ I ..... :: I : . , . , , . ". . .". ~,. . . .. ,.....,:: . . . : ',. 7R lit 16 I' - :: .. , .... ,........ :... . I . :: .. . .. ': _ _ : . . .. ,..' . :: I: . . ~ 680 I:::::: I., I < ::.: ;::::1::' ... ...... ::1 1C~::::~em c-,-" <::::::::.L---,-: :i::.,...m---t:......... ....__.:1:.... 680 SHEET1T1lE I 1...1 ...1 il<>fl ~-r.7Qt!1=1:....,..I.. .1><:11>>1 !St~ o 675. '.. ..... ..' . . . . . :.j.:.:. 1 .' . .1. . .. '::.:. .' I. . , . . j. . . . . . I '. .' .. .1" ....... k . ..:L.:.-.......... . I.' . . '. i." .' . . . . '1-'- 675 i 11<1' ~ "..-tfL mt>I~.' ...............:.........i...-....r.--.. ..... ..1.........1....... '1' T-......I.........I.........,....c~ g: I, . I: . , , I . . ., ,.... . . C'>i . . .' , . ". ., .. I -.. . . . . . .' ,.. . . . .. . I ,... . . 1 ' .. "", ,... . . . . .' I . _ . ., , ..,.. '.,.. . . . I SHEET NUMBER :. : .: '.. i. :. '.:', I : . '. ..., 8::. . , 0_ .:. '2L : 5: . :. 3::: ::: 6;::: ::: .: : : .: i: .:':. : .:. ::..' "., ,... . I. . - . ,i . -. ...... I _ . ,. .,. _ I 1\ 670,.:: .. I... ,....:. ~. ~.:. I". . ~. . .. I~.. >. . 'I,~..:'. ......:..:.....:. I... ..:. I .... I ! .,., ........ ,I I 6701 M 31 ^ - --'- - - ~ , . ". ... I ..... . I'" . ........ 1--.. .... ill l!i -1 +00 0+00 1+00 2+00 3+00 4+00 . REV '" N BROS - 3715 (626) - - 8J -52 --..--- . ! -g! f . ~ I & :r . 60.00" 0 8X eRADE 25.00' ROAVtiA.Y 48.00' 0 6.4% GAAOE 86.00' < [ (7) PANELS 0 8' O~ (6) PANELS 0 8' O~ ~ I ! i , 1 if , , 0 I ~~ , 0; ! ~ I ! T/TRAlL T/TR.<JL n El.697.0' EL.696.0' b ,t..-- ___r " ~ ~ ~ T(GRADE I, d . EL. 693.0' .r ,. ~- ,-- ,~ '- j ....----. ", EXIST. GRADE - -.. , , I El. 695.75' ., I .;.. I I t 1 )------------------ ...... __...L, ; ~------------------------------- NOTE: , , RETAINING WALL ELE~~TION LOOKING NORTH ~ BLOCK MANUFACTURER TO , SUEl~IT PlAN OF STEPS IN ~~ I WAlL PRIOR TO FABRICATION. ! t . , t3ffi J GUARD RAIL 8'-0. ~ 0 ! PROPERTY LINE ~ ___ HSS JIeJ RAIL , ,....., I SEGMENTAL RETAINING WALL = , 0 <= I I I ~~ , 1.SO' 8.00' ClEAR 2.00' "E" UNITS QUANTITY TOTAl :2:0 .." . b rrl I ~ ;.. __ HSS 4.4 POST WEST EAST )>::=; CD --n .. , /' I, , - '. $(I;UOOAl W,IU Sf 191 465 756 C; , -- I-- I FACE Of' BLOCK WAll - 104'-8- -l=- FUTlJR' 3/"- SQ. BAA ItIlUNC IF 56'-4- 48'-4" :='-10 iTl . -2-~ ~ SURfACED TRAIL -- 0 5 3/4- O.C. I L -/r --------- -------- ". "-in ::<:l r-~ 4W CAP UNIT _ ---rl -:o. '~J w 'I' GIRT LENGTH PER UANur. 1....- 0--- r- ~ "I / . ',I' I ., __7:::' --j --ro.1D I C 3_5-J FINISH csw>( "-> " ~ I ~- -- .. ------.---.------.... I I I I )> W t; LlODUl.AR BlOCK X REINFORCED Z I I C> STANDARO UNlT I I . 12"" sow. w I I I I ~ F1N'SH ~z /' BACKFILL I I :.. I 1-- TUBE, SEE ~ UNIT CORE FILL / L_-! I I DETAIL 5/U.Ol ~ 2 . I I . 1'--: .;q;:. (3/." CRUSHEO L_-! C\ll ROCK OR STONE) ~ APPRQXIM.l.TE ...J " ~ _ _ _ _ _ ./ EXCAVATION LINE I-"? W GUARD~~L DETAIL @ U-, ::;; w,,? :E UNREINFORCro CONe. ." PERFORATED DRAIN PIPE OUTLEr -, , OR CRUSHED STONE o SPACING REQUIRED BY UANUF". 0<0 n. LEVELING PAD -/ RODENT GUARD RF-19e: w Wa:C\l ;! <9 <9 n. !Q. .;; TYPICAL RETAINING ~~LL CROSS SECTION @ It. BASE PLATE ABOVE, o <(U)1O '? ~,~ "'" """ - ZI--T- ~ gj~~r5~ C!; TIES -;; - C> ,r+"l 't tJ:j<(o::qg l::! , .J. Wl-t;:;~o: <X> VERT. BARS - l::! O:ZwOOJ N tn~g:['"'1 ~ PLAN VIEW ,.: C> ~ r- BRIDGE RAJL, 3;WU):2:t) I :;j L CONC POST ,-- SEE SHEET V.1O (3) 1 12~1ll ANCHOR OUo:- I ~ BOLTS wi EPOXY o::iWZ~t; :t: :::: 1 ~! ADHESrvE l5 [b 6 ~ li?~ '! TYP. GUARDRAIL. ____ I" GROUT ;; SEE DETAIL 3jU.Ol 1- :2:0:0OJa.~ :;j HSS 3x3 J ;., FINISH GRADf :::; TOP RAIL <( . 00.: Z MOOULAR BLOCK DATE 12-21...Q4 u: HSS 3xl-- . :'. /: ORA"'" MEL u; 31B" Pl. (3) 9/16" CHKD CR '" c: CONC. POST, BOLT HOLES APAov. sa ':!' 3/4' SQ. BAR-< SEE SHEET v.os Ii z . E o 5 3/.~ o.c. IS TIES :; 9 :., PROJECT NUMBER '" C 3.~ '. I 04043 .,. (4) '5~ C> BOTTOM RAIL ;., .,. VERT. '9 4- C!; ,~. SHEET TITLE C> ~ ELEVATION VIEW PLAN VIEW CLEAR RETAINING N WALL DETAILS GUARDRAI~_-:; ENDPOST Q) I l'-O.f1 I TRAIL P~,:,T DETAIL ~ BASE P~:'~ DETAIL ~ = SHEET NUMBER L SEE SHEET V.IO FOR RAlUNC CONSTRUCTION U.01 &. NOTES. REV -- - . ~ " f ~! t.: <>1 .!l,! ;t 41'-6~ x 25'-O~ ROADWAY &: (2) ~ '" ~o 0; 8' -0. SIDEWALKS SINGLE SPAN ~, 1\ ~ ~ ~ " CONCRElE SLAB BRIDGE HIGH ~ I &! in ~ !! 12+50 <2+7' "+00 "+2' "+50 "+7' "+00 ""I '~~Evn;:.;: BACKWALL CONCRETE ABUTMENTS ~ '_,~~ ,! ... SOUTH ABUTMENT ... NO' TH ABUTMENT \ ~ I' ~ h. 11 710 ST,I+ ,8 L. 01,4 A, + L. ___-I.""" .". ""'f' Ii · ~~ . "OTE'~ .-. ~; ~OJECT LIMIT LINE IS THE ~!! 700 ,=~= - ~~ ~ = PRO. F. ILE SAME AS THE PROPERTY LINES ~~ .' ~ .n AND CONSTRUCTION EASEMENT 3' I ;;;:11 1 LINES. ~ ~ EPPEO ABUTUENT .~ W1NWAU -. 2/ .1' CONC. I -- I,: · "....... t I '.0 ABUT"ENT L - - IT ~~ LOCATION EXISTING BRIDGE: HYDRAULIC DATA J~ I '~ ~ ~ to '8 1.0' EROSION T-19N R-6W 2 SPAN STEEL STRUCTURE wI STEEL DRAINAGE AREA 2.2 SO. UI. ~ -i: ::I APPROX. ROCK HEV. 66 .5 SECTION 13 PILE BENT AND TII.lBER BACKWALLS, STREN.I SLOPE 7 FT/1ol1 '" ' 680 ll,ll \ \ 1/ II - I::.t.t. :)uIL~ Rrp\}i<l} I LUCAS TOWNSHIP APPROX. 42',,25' WlOE. BRIDGE WATERWAY AREA ~ ~ ...... "1-.....- ,--- ---- IQWAClTY,IOWA EXISTING JIJSO, fT. "=::i :t NEW 339 SQ. FT. ! LONGITUDINAL SECTION ALONG CENTERLINE OF ROAD LOOKING WEST OCSl VELCC"Y 5.' res t . 050 . 1800 crs NATURAl. SfACE '.7 " '" i 1'''100 0100 .. 2300 CFS w,iURAt STAGE 697.5 6; '-5 ~ ..... -- C.1 ~ f . J I ' "I".--\"..~'~" \ 0 <J> 0 .; I ~"_''''-'~,,,' t ,.', ~_ :: }. /---~- ~... '-----." OVERHEAD, II :.( l.t:l I '-/ j @ ~2: C) I'l f , // \ ELECTRIC~;i. I I DRIVE ~ )>::::j CO -n ~ I " ,_. .., i!'.1' I I \ " ,_~ -. " " '-~ f 1/ Q '. \ ,-..., _ _ 1_ - t " 'i Ul' 1,- ,,6". l l ...... ; I.' oG.:.E '" DIXIE MEYER '_., i ...0,' >- '" W'TER .VAlVE JAMES '" EIlEEN MENGIS \ ==4 (~ .... ITl . J 621 FRIENDSHIP ST. \ " 0, I li r ..--~ 2701 FRIENDSHIP ST. GRAPHIC SCAlE -=---< r- _ '-I ,... . ORIvE '\" I '\ cr / t EXIST WOOD rn ~ \ ' I I i GAS UNE , It:::" '.'........-FENCE: 10 0 ~ 10 _-r, ::11, ......,J /I, I . \ 1. vv Jf ~ ~ \ r' _" ~ I, (' j' '- ~rF " PROPERlYUN( _9'1\- ,Y7-':.r: .i . !;:.. ~::>- . l' . 0","", WElY i , 0 r-- ""- w \ fENCE,'" \ " ~ -. ! )> C> '" / SHEO 0.D2~ .. l,. I w \ J' UTllIlY \ ~ i2 ' }:I! t:= j JISHEO [u<( ! r-"" -.:.::;..-.:.::;..-.... -.i.. - f I I' PlYWOOD CONSTRUCTED \ a: ~ OVERHEAD - '-./ CONSTRUCTION I T iJ' '\ I I ~NCE' SEE SHEET 0 02 ~ ELECTRIC : - --'_, EASEMENT........... I, (i ~ ;::-.., EOCE Of 20 ~ EXIST WOOD \ ::;; ~ I, ; r;:-___ ., \.' ! PI APPROACH I FENCET09t: SEE SHEET 002 /81 '\ f Ir - -.;;;.~--:..:::;.-...;;:;.- - I '\ \! ...._ _; -A ~~ I r r REMOVED FOR SITE WORK CONSTRUCTION <E1 2 ~.., UTlUlY ; -~--J", t .-41._ :..;::'J. " J --- EASE'MENT OVERt-lEAD n. ~... ~~J:=;:L~RTY UN"E"11 SHED;:I EXIST CHAIN lINK d U,yJ ~ '} \ .. r.__ I -- - i------ft' ; '\ I ~~--- -=~::;:;..;.:-::::::..:- -+~~=_~L~-=_- f:ElECTRtC d m . ,.......~.::::.z-.,j.l.__ ..1____ f I FINC~E~~ ,Y, / 1'--,\ ,2% <-~:--'- t""'e-1 !!'"~,,_! I" __t_.__ "_,---.-,~-+.- _.__,___.___.__ ..:.....~~~.-=7_ ' C\J ------ , -~'<;~" --""- I ~" .-<>>;--,.. /I.-..~ '~'-<' . .. ... _ .._ _ ~ -0--- _ I.() ::;;, ::;;,...-. .::,-";",.. ~~'V'. "-"',..---.:....'-~~---;<'..i6>,~1t-,.. . _'X1"S<'SANIlARY'EW\:RUNE.. .... -/1. ... ~_~..-.~_- ,..~( <'() f--', ::;; 8 ~ , .tARYstWERU ::,-, ~~ .f -.- . . ~ ,.". .... . .... ,4, ,_ ..... '~'~.'''~'.'., (X) D. v---....~_. _EX~T S< SAN, " -'_..:Ls.:;-:5--~~,,-- .-... -.-...,--'-... . __ _'_ _ ~v _0 .. __ _ ~.,." \ w , ("') --..-.-""1. ~:>"v'~':"- , - <~-~'"-T--~-,tr-._ '- <, ...../.:. ~'7'~-~'c,::'::-<:;,,-..!i::.'..~ -....-.--~1--~- - ~~ ~ ,__-- 5:11 JO...!... ~ \- v'-~'/-""""'--~~""-" ~~_::...--.::-... '-' -;}:- ;.-,::::~ ...(~ + <0 ...,. _",~_--'"'--<> / EXIST. WOOD .~. _ _. _ _ ___ _'__ <0 '<f" ..--- "'-i . l~--~~:- - -tIN4D~'L:'-', EXIST.. P~:..- 113+50 "~~W1TO.0'JU--Q'."-~ __"~ FENCE /,.._ _____~ __ __._ ..\ W ~ a: ~ o .._ .... " (1"\ ........a.._ " ... ~ <W~ lO Q ZI-"- 8 ffio;;:ijJf;) ~ ~~~~~ WI-I-wa: 6 ~Z~6m > ~~~~~ 0; ... ... .. .. :s;wf-Il.f- ~ I . ... j . ,. CN RAlSTON ~.._~?,":,,- '''',,"'..'. .... ...' ..... - -. , 0 () ~ ~ () 6 . .. 0 ::i w z ~t; <;i US fb 6 ~ :;;!a c; ~ ~ 0 m Il.[ > ;::j -- <( Z DA1E \2,2\.()4 ~ ~- ~ -. - - -- - . I - J CHKD CR .!;; ., '.,-. ~..._..~,"t:-~ ._,~., -,,:,,;,:,"-J-=. .. , ~,~,f . -'F"''' EXIST. TREE L"E i. APROV. BB ~ EXIST,CHAlN ~..-:;Z;".:RO~;:N~.~.=:_~_' .DlCH':'I~1(...i. >.".,_/":::~/./~"-J I ...f~EXIST'CHAlN LT-l--'-.'.--- PROJECT NUMBER '" UN' fENeE ""'~ , ..~ I I "'-'" "', , .~ . .. oS ' UN'rENeE 04043 '<f" 'C~STRUCTION ..... . i \ 'i ' ~~"'I(rr. C?,j "-7-,-01' C o tAsruENT ------r , '\. '\ JF5.../ ~ '1> "/ i .;g . -/~. A'rn4 OF 20';{ ~..tU./ ~ ',,;: . . I ' - fJ/,_~ ..pPROACHi" "", Ii .-"', - -.JB('-,~ g . - 'Sl.Aa \'" '-.. .'j/.......~.-- '''v;-PROPERlY lONE SHEET TITLE ~ -.---- f',..-I'" ;'l>'''r''' "'......~. ~H6NE/ /'/ :_,"'> I! .. - - I "'J. '..j.\ ' ,AJNE, ~ .......- . .,. .1'<.,.,. - l BRIDGE N _ ,_ __ __-"/' _ _ .,:. '" ' ~ '--.,,' ,;;,,)..-CH"""-" ___''- ..--- " J" , , ! /. -~".' \ \ . ,-.<:-...----.,.-.-" . .~EXIST.WOOO SITUATION _./' 'YJ; ~c..(' CITY OF IOWA. efN-tO? ---I'~? FENCE PLAN JACK HOEHNlE ~&: -'-,'j _ '. -' . I.~._ '<._~''''' -- -.- ...-.- --"-,-" . .' I CYNTHIA AlLEN .Co',' --.' . & 605 MEADOw SL '",y" ": ~.,lit. I f lES & TERESA FINKEN I ! , 7- ? 2710 BROOKSIDE OR. t "', .j/ ~ SHEET NUMBER SITUATION PLAN' V.01 &. AtV 1""100 . ~ ABUTMENT i3 - . 0, ~ I ., c "1 B j. DEWALL RE'N'.. SEE OETAlLS ~l' ; a ;:;i ~O~Tk....cTOR SHAll LOCATE EXISTING SEwER /'r"2/V.02 &. 2/V.03 FOR SIZE ; 1~~;_ ~ t BY POT HOLING OR OTHER IdETHOOS TO &: SPACING ! : t;; ~ .. " s:"''' l' DETERM'NE EX'STlNG LOCATIONS 0' SEWER, ~ ~.! ~ 'I PILE LOCATIONS SHAlL BE ADJUSTED TO I'\, E I" !r~! ~l ""'NTAlN "-6' CLEAR. (2) ADDITIONAL BARS '\, / ,g Hli "c EACH SIDE ~ '" ..., _v..... Ii '\ c- '/. OC l i: '1. ABUTMENT ~~~"1 FIELD CUT ~ _ , :i "-6' I 6'-8' , ! AROUND SEWER '" ....! ", - , ! "'- ......; / j -"" \ 1 "''' 0/ '-~f- I -'''_ 1 " " I "'------. ~ - 5p2 1 DOWEL (<J 15 , DIA, 0' ..-'~ n:f ~ / . ~ I PIPE + 'I'_OD 0 45" .9. '" -- ~ I AROUND SEWER (TYP: ~ t - - !~ EA. rACES) , , ~ ~ '\, j . 5p2 ) 1 \\ '/ f\. . (I) . ! ~":'-.... ;;, ---....j A. B/ STORM SEWER 1/ 0.;:: '\, ~ Ir i-v \'" ,.. 5EE SHEETS M,02. .. . , <.3 ~ I '-...., '" " M.03: r-o 0 I I 1 .......... ~_ .... : . Q c.n I ~ \ / '-. <,,-,.-, -" I " _ ~::- ':::---.::: r"'-l . ." h ,v --loll ! Z II, STORM SEWER, SEE ABUTMENTWALLREINF,ATSTORMSEWEROUTLET @ O~. _ ;::= ! N \;., I SHEETS "'.02 &: 1J2"-l'.q V.03 -, ('''', ~ '"1 ! N , ' M.03 rOR DETAILS :/ ~ IT I I . , .. " -u '--' 10 j [!l _~ , ' I,' 'c- , r ,JJ :.I, ',j " I uti, ,-2 -;,~ J:'" \ << . / (TYP) t..: lI.. I V. .. rn . . i-~ II ~--: w ~ ' ? ~~ r4D41 TilE ..;..--. 0 ~ 00 If. O:::m ' (f) . ~ ~ ~ ~- . t t I 'i' " N- 1', w On - -- !,\ . 01$ t. t ~ ...J 00 I.!O I j II a: W N - . 0 __ Q.. ::< . - Ls~ ". _ '1. ROAO,!iA1-,! ,~ !! _: j , ' _ ...i..!<..OAl?w~ :i ~. 1 O~'"lS I')I~! KEYWAY f;i! Q. ~o , 1,1 1-. 0:" i::: ~~ 'j', 0-' 9. .. N .\- ~w\t Illtl, ;; w,? ;J;.." Q.. ~o I I ." o-'...L... i .. \ VI aO I I I m '" "N ,'[, '" W w 0: '" ~ \"'" ~ ~ I I r II 10M ~ C9 CJ o....@,. o ! __ , , _ ~ 0 <( (/) ~ ~. il\ ~~ , , ~ 0: ~ 1-..... '" 'i' 6" 1 :!.- , '5dl " aJ 0 <(0: m '? ~, K " _ I-Z (/) ":" \t I , I ' 2~' I - w <( 0 :;;; 0 '" w, , . WI-I-W q}... VI \ ' ,I II ClR. r . a:zwO>gj >, ~ - ;., '1 ' 'i' I-WW Oi.. ~ \ N, ' , , ~ (/):;;;o:g:% ~ N ~ ~ \ : I'i 0 :::~tn:;;;b M." , I' . o....o:-W 0>, "', , 11: 0 ...J W ~ -,tJ . ~ " , ; '" <( Q.. > (/) Ow gj ,:, ' , :: ill W 0 <( 0: ;:; Ii 'II , I t " :;;; 0: 0 aJ Q..~ ...J. , t 1 ..: ~, I -I ' , 5d< 'J Z _I ~ 5p2 ill 1 _ 5d5 ~ 'v -" I 1.1.. 0 0 ] I' I t ,.- - --. -,_ 4pl ~ DATE 12.21-Q4 -u; ... - 5p2 . .. --L--;-' I D u" '=L 01 STRAIGHT' -1- Y 1- M AA",~ ""'- c ~, " 3 CHKO em " ~ ;: ;", I '-. CLR !oJ',K;/. BB e ,_" ~- .. 1 j..... '- ..J T < 0 9 w^,E."__.-:" nO" I 13',0" <p" P./ \ 7 SPACES 0 SPiRAl, SEE '0 .1 M - ~ -'-I., "-0' _ 7'-0' 6' DETAIL 3/V.02 .. ... PROJECT NUMBER 'o;f xVI I' 6- 6' 8M J 1 . ~ ~~ ~ - JifI ' ,'" (9) 6<2 DOWELS 6' ~B/ P'LE eM' N 04043 ~ _w~~ ~ ' r &: (9) 5g3 EL 690.00' o -.. ._~-._._.. I l'l I I- 8' -9" SHEET TITlE .. I~ N ~/"~,) ABUTMENT & WINGWALL NORTH PI~,;,~~P LAYOUT Q NORTH ABUTMEN~,~,~INGWALL LAYOUT Q NORTH ABUTMENl~~NGWALL SECTION @ ~~~~ & SHEET NUMBER V.03 ffi REV -. . ! '" I : SUBSTRUCTURE II ! " ' 'i. ABUTMENT REINFORCING STEEL - EPOXY COATED BENT BAR DETAILS i !Ii ~ : 504 --.. 503, ~I TI SIDEWAlK BAR LOCATION SHAPE NO, ENGtiTLlN, FT WEIGHT ~ r!H ~ e2 CAP TIE BAR L 184 4'-0 7." 1104 " t ~~ ! i 507 ~ , '...' "...., 5dl HORIZONTAL BACKWAll 40 45'-1 I "" 1906 -.- 1]-J ". .,.' Sd2 SOUTH WING HORIZONTAL 8 6'-7 " 55 [l;: i~ [l: ~j Sd3 SOUTH WING HORIZONTAL lB 15'-7 2', 293 "' 6c2 b 5e1 .~ 597 E39 !; ... TI ABUT, WAll 5d4 NORTH WING HORIZONTAL 8 5'-7 " 47 ~ ~ ~ h 594 ~ P' 's, EL 697,76' 5d5 NORTH WING HORIZONTAL 16 8:-4 '" 139 0=41/4" 0=2 '/2- 0-21/2" OJ,, I 1 5.1 WlNGCORNERTlE L 364-0 144 150 l 611 PilE CAP lONGITUDINAL 8 48' 0,,4 576 I 6' I I 2'-0" I I 1'-6" I ~ :Sat SOUTH BACK BACKWAll 42 8'-7 '"1 375 , 1 5d3 I ~ 1602 SOUTH FRONT BACKWALl 42 10'-7 4"~ 667 . i m 503 SOUTH WING VERTlCAl 12 11'-8 1<" 146 ' I I 1 ~ 504 SOUTH WING VERTICAL 18 7'-10 '.. 147 · I 1= 2 PROPOSED 505 NORTH WING VERTlCAl 10 11'-0 '10 115 , " , _ .: j I' 6e2 J ,..."'" V- GRADE 506 NORTH WING VERTlCAl 6 7'-0 42 44 I 2 -6,j&:.. r 2 -6 *. I I 'f rl1 1507 WING SIDEWALK TIE L 46 3'-10 176 184 6 I 6 · 'T;., 4p'-'" I I I 1508 NORTH BACK BACKWAll 42 7'-11 '" 346 _ ., ;. I 5., 1609 NORTH FRONT BACKWALl 42 9'~11 417 438 {[ .-, wl~ {r-"""l~ ! I I , " 401 PilE CAP 0 118 10-6 '''0 83D . ~ . "'I . , , " ,..:> ! I' _I ......... in' - 502 PilE CAP 16 2 -8 43 45, 4 1 '5 2 "0 1 Sp' - Sd2 -..f '--' liT; . p p 0 ioA I I " I J\ I J :20 ." 'LL ., ..,;-, "" -11 A"B/ PilE CAP ~ _) W I : 9'-0" I 7'-D" :1', Il4 'EL686.00' ~ ~~ -;. ~Tl I II k.1.' . ',.n -U _, "1 7'-9' ---I NOTE. All DIMENSIONS ARE OUT TO OUT, D-PIN DIAMETER .. ';.: ::L: \",j ~ CONCRETE PLACEMENT SUMMAR~/--.r:: ~ SOUTHABUT~~~W1NGWALl ~ lOCATION CUBIC 'AAOs g ~ NORTH ABUTMENT 42.5 a? -' SOUTH ABUTMENT 43.0 n. W . I ::E. TOTAL 76D7 f- S'j ~ o~1 ..: 0) N NOTES' W : ' o. , ,_ .;; ~ ABUTMENT 1. END POST SHALL BE PREGAST OR CAST IN 0 CD '" PLACE. W UJ 0: (\j en TI SIDEWAlK ,- 595 2. All EXPOSED SURFACES SHAll RECEIVE (') Si n. !eo <I I+h: CLASS 3 SPECIAL SURF ACE FINISH IN g Z (f) ~ o ''"llTP ACCORDANCE WITH SEGTlON 240321 OF 0: _ I- r-. ~ :', ..'.,," ') /"" 597 THE STANDARD SPECIFICATIONS FOR ro 0 r? 15 <? N .' :.: -::'. HIGHWA' AND BRIDGE CONSTRUCTlON, f- ::'? 0 ::;: (j) " /"" 596 3 SUPERSTRUCTURE CONCREl!: AND UJ ~ UJ 0 ~ .l - . . REINFORCING TOTALS ARE ON SHEET V.06. Wo: .-- tJ:j > 0: I ~ " ABUT. WALL Z 0 ro l VN. EL. 697,13' I - V5d5 ti ~ ~ g: 'lj, I j I 5 UJ(j)::;: 0 0; 501 60' 0 ~ 0: _ W ;< """ " 0 ...J UJ ~ '1:3 "! ., 4pl iii n. >0 if) oa 2 I ,--. ::;:o:oron.~ ::i PROPOSED ~ 1 ~ ~ GRADE q~; rl--' . u: I I 'T DATE ".'HI' -;;; 'v DRAWN MEL ~ · ~w ~ ~ APROV. BB - !" - \ 1\ ~ b fDri 9 \.. 5d4 I I '- Sp2 PROJEGTNUMBER ~ ~ Irll.-.J 04043 4 9 -L st PILE CAP I\....!.j I g .,... El. 686.00' 1 5'-11~ 2,J10R ~ .r SHEET TITlE N Ij IJ 6'-8- I SUB. STRUCTURE DETAILS & NORTH ABU~"~~T WINGWALL @ QUANTIllES SHEET NUMBER V.04 &, REV - - . In 00 ~ I ~! ~ ~I , . ~" ; ~) 10 -5 25'-0" ROADWAY 10'-5" ~ a~~ .' , i ."_ ,< " i p. ;/! ~ ~::;; .. 12' 6" t. ROADWAY roll ~oi-"1 I! r - 12'-6' ~ !If m~ !, I ~ I ] ] ~i I ~< . Ii ROAWAY ~ ~: STRAIGHT LINE W ~. N. EL 700.32' a.: . 0.: ~i . L ...... ~ ~ S. El. 701.04' t. STRAIGHT LINE <0 t - STRAIGHT LINE ; ."'[ ._, .- ~ . 1 ~ 0 ~ :... cD <P ~ --------- t ...-. ..-.. .. -. ... -. - .... - --..--..- u_..___..__ __ .. ...... ....'\..._.. ....... .......... _... ...... . 0 r ~ TI ABUT. WAlL ~ 2' -O~ WATER MAtN. N El 69703' ~ .1 T HORIZONTAl CONSTRUCTION JOINT Bono!.! Of" SLAB 5: EL: 697:75' l - .Lv-- ~l REAR ABUTMENT ELEVATION Q lOOKlNGSOl.nH V.05 "" l$ " llZ'~l'{J' ;:=:;, g ~ ;; '---" C..i'" "" ~. <:0 ..." ...,... _... rn 1 2'-11~ 10 SPACES 0 4'-O~.. 40'-O~: (11) 2Nx6Nx2'_ON BEVELED SHEAR KEYS . .. c--:----. 0;; 11 I 2-11 ) _ r-- I --n ~ 1 :t B" 44 SPACES 0 1'-0" - 44'-0"; Gel BARS ~~ r:-=" h-l [1l -0 q r:: :0 -l._ ' S/~.r' 0:0 n... "-> 0 , .....:...... U; )> W ~ 8el _ ~ iil . ::0 , C\l ~ ~~ ~ u- ~ W~ ~ -' 9: 5pl 5 0 CD ~ 0 2' 0- 6' 0" . .. ... ... - p2 W W a: N g - ~ - 2-1 11 SPACES 0 2-0 = 22-0;5pl 2' 02'0-_6'_0- C) CJa..@. o 0 ~W~ ~ , ~" - Z I- ~ 0> ,,_____., 1 -1 a: <(- Z I'- - / ''., 0 ('<') ~ ABUTMENT PLAN Q;) 'yo, ., , (]) z a: w ch '" I i 1-<(0::;: o 112"..1'-(1" V,fYi \ ! W I- W 0 :> \ / WI- >0: 0; ,~,--/ a:ZH]O(]) ~ ~~a:a:~ ~ 45'-10- :> L.U I- a... I- ~ ~UW~u ;;; 10'-5- 25'-0. ROADWAY 10'-5" 0 ::s ffi ~ ~ti o ~ 0... > W Ow :> r W W 0 <( a:a ::,j 12'-6. 7f ::E 0: 0 en a..lt i r _~ ~ I SYMMETRiCAl 2.0% SLOPE 2'-0" DATE 12-21-04 E . ABOUT If ROADWAY . DRAWN MEL - ;: 5g1 0 12 O,C. GUTTER LINE 4'-0 CHKO BB ge! L 511 0 12' D.C. 12' O.C. 59' I---'- I NOTE' APROV, BB SEE NOTE 2 I ~ 5f1 -----..: ~ . SCUPPER 5b 1 BARS 0 12- O.C. I ! 1. TOP lONGITUDINAL REINL STEEL IS ~ <D TO BE PARAlLEL TO AND 2 1/2- PAOJECTNUMBER . sa ~ i2. [ CLEAR BELOW TOP OF SlAB. 04043 ~ ~. ~ I I ! _ BOTTOM lONGITUOINAl REINf'. STEEL o ~? _I m II I: a> IS TO BE PARALLEL AND 1 1/2- ~ > ~ - CLEAR ABOVE BOTTOM Of' SLAB. N SHEETTTTlE ~ I Gel BARS 0 12- OC 1001 BARS 0 6- OC l 6- WATER MAIN IN I J 2. IF PERMISSIBLE LONGITUOINAL JOINT 2'-0- 4'-0- I . . . . INSULATION, SEE SHEET ---1 IS USED, BARS ON CENTERlINE OF SLAB B.03 ROADWAY ....Y BE SHIFTED TO REINFORCING LEVEL CLEAR JOINT BY 1-. BRIDGE SECTION @ llJOl-1NGNORTH v.os 3. WATER MAIN AND CONOUITS 1/2" - HI' CENTERED IN SLAB, SHEET NUMBER V.05 &, REV . ~! SUPERSTRUCTURE " I c .. \0 ~ ,. " i ;., ,.:.~ \0 .:::. \0 ~ :i REINFORCING STEEL EPOXY COATED BENT BAR DETAILS :x: I !H~ .. .:::. .:::. - < <. - b ~~ '" - '" PosmON OF SLAB BAR SHAPE lOCA nON NO, ENGTH UN. FT. WEIGHT i t .!::l ii - - IMIdEDIAT(Ly AfTER I ~ii~ ~l FALSEWORK IS REMOVED 1001 BOTTOM or SlAB. LONGITUDINAL 92 42'-8 3925. .3 16393 .' - -- 5b. TOP Of SlAB. lONGITUDINAl .7 42'-8 2005.3 2086 2'-6~ 2'-6- 1'-2- .c ~! . !: ?I' ~ _0 . 6el BOTTOM OF SlAB. TRANSVERSE .. 45'-6 2002.0 3003 LI I [--I r--1 IlL] ~; 50. TOP Of SLAB. TRANSVERSE .. 45'-6 2002.0 2082 ~cE: i-<r= ~2l z[ II O=~ ~i L 8e1 SlAB TRANSVERSE AT ABUTlAENT 12 45'-6 546.0 1458 " FINAl CRADE LINE I ., SLAB HAIRPINS AT ABUTIrdENT U 188 5'-6 1052.8 1551 rti..i I! I . SPA 0 10"-. ~~ 511 SIDEWALK LONGITUDINAL 22 42'-8 938.7 1045 [ ~. ! 1 SIDEWALK TRANSVERSE II 88 12'-0 1056,0 109. !".'-I.-L i I PAVING HAUNCH, TRANSVERSE c- 28 5'-2 \44.7 \57 /:::Ml ~ 1 It. ABUT. eRe. 'l ABUT. BRG, ~ PAVING HAUNOi, lONGITUDINAL 4 44' 0 176.0 183 5pf 503 6.1 ( .', '" I; . I FORM CAMBER DIAGRAM p.3 SIDEWALK HAUNCH, TRANSVERSE c- 2' 4'-3 102.0 107 i ", SIDEWALK HAUNCH, LONGITUDINAL 8 8' 5 67.3 70 ! THIS DIAGRAM SHOWS THE FORM CAMBER REQUIRED TO COMPENSATE 10'-O~ i FOR THE ANTICIPATED ULTIMATE DEAD lOAD DEFLECTION. THE ABOVE Lr I ~~ffi ! . DIMENSIONS 00 NOT INCLUDE !W'( AlLOWANCE FOR FORM DEFlECTION . r~ I OF FALSEWARK SETTLEMENT. _~ ../ D=2j I T 59' ~ ! 1'-0" 5bl , NOTE: All DIMENSIONS ARE OUT TO OUT. D-PIN DIAMETER i J 8,1 5dl 501 TOTAL 29233 , ....., f TOTAL REINFORCING STEEL CONCRETE PLACEMENT SUMMA~~\ ~ CJ , . .....' ! 0 LOCATION CUBIC -_YARDS, - ~IGHT lOCATION -" , .' rrl 11 I . . SUBSTRUCTURE 8149 SLAB 141,00 .[ CAJ m ; " . 5bl 16..90 -'<., .- J SUPERSTRUCTURE 29233 SIDEWALK - ,'- I CONe. BARRIER RAil 2088 POST 0:9 ~. ~ .j:"" 6" I --) .;...:': iT] I 6<1 TOTAL 39470 TOTAL 164:85 i-n ;r: -, 00 o;.~ ........J ~ SOl .j:"" ;5 If) Z ...:;:./>- 00 .. ~ ii S ~ ~ w u 1. STRUCTURAl. CONCRETE QUANTITY INCLUD~ w " . - i3 > N ...J SlAB WITH INTEGRAL PIER CAPS AND WINGS. '" w .. ::;; . FOR TABULATION, SEE "CONCTETE PlACEI.AENT ::i ABUTMENTSE?;~?~ AT ROADWAY Q ABUTMENT SE?;~?~ AT SIDEWALK @ SUMMARY - SUPERSTRUCTURe. N n. I-"? 0 0"'" 0 w'l' M ...., , "' 0<0 M w Wa:C\I ;g Cl ClCl.(Q. 0 o <l:(J)1O ~ - 21-"'- ~ 'i. ROAO , , ~O~m~ +-:----._---------------..--~ li:i~o::;;qg ~ (SY"ETRICAl ABOUT 'l) 11~0~---_. ~ :Og., - h_"~ :g,-.>----...~~'3>'6'A -. - -.~ ~~_ ---.~:Ogr---j 1 u:i EDGE OF Wl-ttl~a: 0 >" :> PARABOLIC CROWN '!" O:Zworn t v. ~. I). '($'. r_ ',.? ?, ~~o:o:'*' I( <( <( <( <( <( jt :;:w~~1- to I : >0, >00 >'b >'b >'b >'b: I >00 DRAINS ARE TO BE GALVANIZED. 000:-0 0 : '01'> '''?ao ''>6'. "6'",_ 'oS"", ."..9.: '.?.9. "STRUCTURAL STEEL ~ UNITS ARE o ::s w z ~0 ~ INCIDENTAl TO THE STRUCTURAL liS Cl. >(ijow 0 I' 'I CONCRETE. W 0 <l: 0:(3 ~ I l/4 L/' I ~ a: 0 CD a...lr , SCUPPER, SEE DETAIL 4jv.06 <( , . z u: FACE OF CURB " ./" 1..1l1/8~xO'-10.. Pl. DATE 12-21..04 .. '1-' WELDED ON OPPOSITE DRA"'" MEL '" 11- ~ ~ ~ ~ <( SIDES or DRAIN TO c CHKD B8 J: " >'b .~ .~ .~ .~ >'b >00 1 ~ DEPRESSION SERVE AS ANCHOR. M'RCN, BB . IN CONC. SlAB '- f' ~O': ~s i?v t?J' L 0 I: '6'~. "<20. ? AROUND DRAIN 1/4~ PL (WELDED) OR M :.p. ~. y~~. 0, .... Ii ~- AREA FOR S~OEWAlK OVERLAY -, , . ,- 4.8 (OUTSIDE DIMS.) PROJECT NUMBER 0 m ROLLED TUBE wi 1/4" 04043 ' .... r' ';!" WAlL S! C!; ,,0, '00, EOCE OF I J lQ' .'0 C" ,,"> " I DEPRESSION L 1 1/4.1 1/4xl/8 0 , <J>. <J>' <J>. <J>. <J>' ", ". ~ , ~ ~ ~ ~ ~ ,," ,," xO'-4~ wELDED TO BOTH SHEET TITLE N EDGE OF SLAB <7' <7' <vV' <vV' <vV <vV' . z SIDES or ORAlN wI (2) ! n ~ 1/4~" HOLES IN EACH SLAB OUTSTANDING lEG FOR REINFORCING i NAlUNG TO FORMS. /}B r ( ~ \ TOP OF S~~,~LEVATION @ \; / SCUP~;~,~ETAIL Q;) SCUPP~~,~ECTION ~ SHEET NUMBER ' , V.06 '-'-'/ & REV . ~i 1'1 .. -' ~ I ; 0 " " ~ I !aSi' ~j e' .' ~...OC( t I i=:~ ~t ~ r.' i~ ,.,....,,1.. ~ I f'~ n:t.lPl.J,TE FOR 3/4- it RECESSED ltTTtRS ,g ~ &1; I' ~o PROvlDEO BY OCSlCN[R ...... -v "" ~; - .. (rrP. BOTH SlDES OF [Ii] 1lRIOCE) ~. \0 f; j' II , (2) [QUAl SPACES (5) EQUAL SPACES t I I I 1 CONe. END POST. \:; I ~.SEE SeE <;;HE(t v.os. I f SHttT V.l0 If . i ~ , .; III , 10.00' SIDEWAlK ~ , , . -- --- ~a: .. ~ Cw ! Bf NEW BRlOGE: - ~ , I I EL. 697.94 (SINGLE SPAN) 0 . . , CONe, I I , ABUTl.lENT I I CQNC. ABUTtr.lENT 100 YEAR FlOOD ~" I "- I I EL 697.50 0 ~~ ~., "- I I SO'frAArL~ c.n , , I I :'2:0 -., , ) txlSnHG I I El. 697.00 [T1 . B<NT ---... I :r:---=:-i il <.. CD , I I ,-<: I '---- I I n . - i I ------ I I 1.00' RIP RAP - ,'- :::::jO .+:' , ----- -- I/J B/ STRtAu ,Tl ; T' r. ..~- , EL 689.06 :<: . -0 III r~ 25.00 _-,I ::,;: '-.j '" ---- O~~ " --* PILE CN' <::* ,/"- r " EL 686.00' S; '" ElEVATION VIEW OF BRIDGE w b - W I"R. ., 0 or ..J .. W . ::< f- &;J I ::f n. 0"" '" w"i' C> ..., , ;.: 0& <:l 'i ABU1l.l(NT tt. ABUTIolENT W wa::C\1 ~ <!J <!J(L~ ... ~ -l C> " o <{U>'" C> - ~'-r::: ~ .'-)" 38'-2- .'-3- gj~(fdJ'? ~ rACE Of POST CONCRETE BAARIER CUARD RAIl, " I AND BAAAlER l;:;<{D::;:~ ~ r RJJL. SEE SHEET V.09 SEE SHE({ v,09 Wzl;:;~o: ;: 0: wOCO ::J I ~~o:a:% 0 ~~n U~O ~ U~~ U~O ~~O ~~~ 3:w~3;;f- 000:-0 .;; - D::;W~l!Jb I - - - ; I ----------TT-~ -~------- ~ I '- ~ EL 697.50 I I , CQNC, I I I - ","",'NT I I I ..: I I Z "- I I CONe. ABVTt.lENT I DATI" 12-21-04 u: I I I I "- I DRAWN MEL ... , (XISTING I I C> L______j___, ) B<NT~ I r---\ CHKD CR c: M'RCJoI, sa ~ I f1 i <.. I I I rl j , , I I f! I I '----- I II I 0 C~~m I I 1.00' RIP RAP ~ -.J ~CAP ---ffiOJECT NUMBER '" I I - ~ .0' 04043 (!; .- ! n .f- _ -' ... - C> '" 25.00 ~ B/ PIlE CAP C> SHEET TITLE C> NOTE: !:l EL 686.00' N BRIDGE ROADSIDE ELEVATION VIEW OF BRIDGE \. SEE SHEET ".10 FOR HANORAll CROSS SECTION DETAILS. & ELEVATION tOm'" 2. SEE SHEET V.09 FOR BARRIER VIEW RAIL DETAILS. SHEET NUMBER V.O? ill REV -. . - " f ;; ~ :1 '" _ ;; ~ CONCRETE BARRIER RAILS (SEE SHEET V.09) ~ I ~ < H yo REINFORCING STEEL - EPOXY COATED BENT BAR DETAILS II i~ ~ 'i "-10' BAR LOCATION SHAPE NO, LENGHTUN, n,wElr,," ~!;l , E. ~ i.o . I; 1. 1 1. 1'-0' hI RAIL, LONGITUDINAL . 12 38'-0 456'-0 686 7 ~2" _ . ,; 32 _2{ 32 [:1' . D 6h2 RAIL, LONGITUDINAL 12 8'-6 10Z'-0 153 ,. r 4' I d1 [ ~i z" r-- 6h3 RAIL, LONGITUDINAL 12 6'-8 80'-0 120 I I ~ !. :... I I h4 END 5ECTION, LONGITUOINAL 8 4'-3 34'-0 52 ", 'j' :... L , , ~ h5 END 5ECTION, LONGITUOINAL 16 VARIES 47'-0 70 {r .",," fL;J" l/Z";:l ,{~ I ! 1 r'. 1 7jl RAIL, POST 'lERTlCALS 96 3' 1 296'-0 606 ' -'~ 7 J1 I 7;' T :"'1 3j2 RAIL, POST TIES 16 3'-8 58:-8 Z2 ,I 3m1 'J 512.' . ~ I :., 3i3 RAlL,TIES I;Z 5'-4 704.0 26; 0=5 1/4' tJ I ~. END SECTION, TIES 16 VARIES 110'-8 116 I L I ".," I ... J"" - '3 511 POST 'lERTICALS 32 4'-4 138'-6 144 z' I f---!.=-L~ '" l VO 31Z POST TlE5 .J Z4 5'-2 124'-0 129 ~ . ~ . !, ~ TOTAL (BOTH SIDES) Z361 I~_ I 10',\.L [ \0- riL ~ !li ~ f;'!' BARRIER RAILS fGj.,I/Z' ;:I [GJ=' I/Z' ;:r l'\""""l? ! ~ " WELOABLE REBAR ~ LOCATION UNEAR FEET, 4 ~ I "..j ~ ~ I 3/4' DEEP EAST SIDE 52,00 3j2 '1 3j3 . 5j4 RUSTICATIONS ""ST SIDE 52,00 L ~ _ ~ . PI 3/4" x 8" lC 1'-6" SlOCKOUT FOR 0 ~ . ~TH O'~RSIZEO HOLES INSTAlLA TION -~ ..,;:: r . -n . ... .< \ --: "- ' .,., I, FOR 3/4" · ANCHOR NOlE, ALL DiMENSIONS ARE OUT TO OUT, O=PIN DI""'ETER ):0> = \ ~ 11 J ~ BOlTS . _< __ ' I ~ 0 _ ! '- 3/4- GI10UT SHIM AS V . NOTES: . ':.~ c' .t:" \..., REOUIRED ,. END POST SHALL BE PRECAST OR C'>.ST~ I -n ~"' IN PLACE rn _;,. . . ~ 2-3/4" CI l( 1'-6- (I 2. ALL EXPOSED SURFACES SHALL RECE'522 J..: "-.J ~ ,- ALL TREAD "'TH 3" ~ CLASS 3 SPECIAL SURFACE FINISH IN _ /', "'. t; ACCORDANCE WITH SECl10N 2403.21 or:;..> . w PROJECTION II THE STANDARD SPECIFICATIONS FOR )> U> i3 HIGHWAY AND BRIDGE CONSTRUCTION. - g: .J 3. SEE NOlE 3 ON SHEET V,D9 FOR Ul . PAY>.IENT METHOD, (\j ::;;, PRECAST POST DEl AIL ~ PRECAST POST SECTION Q;) f- u;> ;!E ..- V,OIl """"""" V.OIl 0 ;;< ~ "-"" ".,." W"l' ~ 'A " Om ~ W w~(\j N ~ ~~~ ~ 0 ~~~ g oc ~f-~ ~ roO~Zw~ ~ z~ . ~ tu~o~~ ~ Wf-f-~~ ~ ~if ~Z~Oro '5 L I-Wa:a:~ g, 8-5d' 1'-0' "-D' ~ ~ ~ f- ~ ."l .L:. .. 5~~~0 ,;; ". 3 3 0 <l' ~ Z W " ~ Z r 0 ...J ~ _ ,t; ;;; - CLEAR, APPROACH Lti fr; 0 ~ a? a ~ bU SIDEWAlK :2: IX 0 co 0...8: ~ .l ;;/, ~ -- z g; 312 TIES 0 10 1/2' O.C. (2) 3/4'..1'-6' ABUTMENT W!\LL DATE 12.2H14 " ALL THREA() w/ ;' DRAWN MR go PRO.ROCTlON ..l CHKll CR 'EO APR(N, BB ' l'! ~ PRECAST POST SECTION ~ ANCHORBOLTLAYOUT ~ SIDEWALK SECTION AT ABUTMENT Q;) PROJECT NUMBER ~ 1".I'.{I' V.06 1'_1'-(1' V.06 l/2""Nl" V.06 04043 . ~ S! (!; S ~m ~ ~ffi STRUCTURE DETAILS & QUANTITIES SHEET NUMBER V.OS &, REV --- --- ---- 38'-2~ 4'-3" -g I BARRIER RAn NOTfS' " ," ~ I 'a " 5 SPA. 0 7'-4 3/8R == 36'-9AR t.AINIMUU CLEAR DISTANCE FR0t.4 FACE OF J: l.':_.... 1. -{ r':,:~ 3 SPA. 0 CONCRETE TO NEAR REINfORONC BAR 1$ Ii I.l'~ :.:i 1J SPA. 0 5/" = 6'->i" TO BE 2R UNLESS OTHEWlSE NOTED OR ~ ~-:!:::: ;1 1'-4" ~ 4'_OR SHOWN. Jlm~ ~~ '. 2. ALL RAIL CONCRETE 1$ TO BE ClASS D Ii I ]~ 1 ,; 6h4 (FlELO 3. ALL OPEN RAIL REINfORCtNG STEEL h I BEND) QUANTITY IS SHOWN ON SHEET v.oa. r, i: I .. All EXPOSED CORNERS Of 90. OR ,- SHARPER ARE TO BE FIllETED WITH WITH "j 3/4" DRESSED AND BEVELED STRIP. (j} i 5. ALL REINFOFORCING SHALL BE GRADE 60 I " . , 9 EO. SPACES '~ II Ea. SPACES 11 EO. SPACES 11 EO. SPACES 11 Ea. SPACES '~ EPOXY COATED. 0 , 6,-..Lt" , 7'-4a" 7'-4Sw 7'-.a' 6'-~" i~-":!-i 4 SPA. 0 , I- I "I I'_OR = "'_OR I ~~ . ; 9"1 ~a: . 41'-6" 3" , t.j w ~ -~ ! It. ABUTMENT lYPICAL ~~~~IER RAIL ~ II ABUTMENT J ,..., = , 4'-3" 7'_OR S'_10R ," Q C::) 1'-1" ~~ ; ," ," I I :-:::0 'Tl , e- - e" 7'-6" e" )>=J ,..." 11 I ~'3 SPA. 0 5/" = 6'->i" Sj" OJ BPA. 0 j;: C) - - , -- 1'-4" =0 "'_OR ,I'" I ~~ 6h4 =iC iTi '" .<r. w -0 ~ .. m r-' "' ''''-.:0 -0-" 0 i? 6hS U'^ ~ g <;: b . I I :.- 5> w w ~ - dJ - a , I '" :.. ..L :.. -==--~~-7jl 0- -' W . '. f (\J ::;: I J J ...."? ::;: '" h'~4EO, 8 EO. SPA. END BARRI~~ ~IL SECTION @ 0-' ll. w";' '" ~~ "-5:1"' " SPA.. 0 -, , on 1'-0" _= "'-0" "'_lR l'_QR = 4'_OR 5'_11R 0$ u; ~ w Wa:<\J .N (') (')a.@. ;g s.w, B~~~I~R RAIL Q S,E, BARRIER RAIL ~ o <(cnID - z............ <> 112'..I'-{r ffi~~~~ ~ "- . , ~ ~ ',..., t:u<(o~8 ~ . JOINT SEALER 1'-3~ , ~ ON TOP &: SIDE w....t:u~o: ~ .... - O:ZwoCD 5 "I tn~j:1:g::% ~ 7j" j 5" NEWEL POST CAP $:~cn~t5 t HSS 3)(3x3/16 o 0:- BONO o:'5w ~!!5t (NOTCH NEWEL POST) BREAKING l1i lb ~ ~ ~~ en 3/4R sa. BARS COATING <> ~O:OCDa.O- ;:; . rn- ...J I CHANNEL CONN., SEE <( :.. 3/1~ .~ DETAJL "/V.l0 Z ii: BASE Pl. &: SHIU BARRIER ~!: ~..?INT DETAIL @ DATE 12-21-04 '" . C3x5 Pl.. SEE. DETAILS DRAWN MEL 0> '" 7jV,09 " 6jV,'O ~ POST It. INLAY ~ POST CHKD CR c :0 1'-0" 2- . ~ I r- ,j" CLR. 0 " r:n ~~aUAL__i__~Al f>PR(JoI. BB ;., " ~: . 9 ~I (1)1>) "~ ,! , '" " '0" PROJECT NUMBER " .3j3 I ;., I 04043 <> <> 'l- , " 'l' 9 ---- 6hl, 6h2, OR 6h3 C~7;'-7~ : I ~ :.. . .,~,~ ;g (3) 9/'6"' INDICATES AREA , <> - HOLES OF BONO SHEET TTTL.E . BREAKING COATING !:'I ~ , 'l ~II- N .., 1/2R PLATE CONC. BARRIER .~ J-j2 '11 :.., RAIL & STEEL _n,... HANDRAIL HSS SxS POST 3/4" BEVELED BARRIER RAIL BARRIER RAIL INLAYS BARRIER ~~; SECTION @ POST,,~~:Tl0N @ BASE P';':~; DETAIL Q;) JOI~,~;:T10N @ SHEET NUMBER BARRIER RAIL INLAY DESIGN @ V,09 &. T'11' tm:FIOR & EXTEfIlOfl SlOES V.09 \'_1'4)' REV - . c, 8. U f ~l jj .:~ ~ II' ; !! 7'-4t" T-4t" 5 SPA. 0 7'-5 5/8" - 37'-4A" QUANTITIES i !j d ,; m If. ~~ ITEM AMOUNT E' !! l:' ~ I CONCRETE END 'l.I I ~ !~ Ii POST SEE SHEET STEEL SIDEWAlK RAILING 85.00 LF. ~ ~ ~ ' , 11 V,08 STEEL BARRIER RAILING 86,64 L.F, 1 ~ [ " it ", ! EASTEL~~~ONVIEW (b) l . ' i i NOTES: ! ;;;: a ~ ! ,. MATERIAL FOR THE TUBE RAILS AND POSTS "" .. ! It.r (2) PANELS 0 7'-4 3/4~ - END PANELS tt. SHALL MEET ASTM A-50D, GRADE B. BASE r;::::; PlATES, BARS AND CHANNEL SHALL MEET A$TM ::..... - 4 (5) PANELS 0 7'-5 5/8~ - MAIN PANELS I A-36. ~ l:C 2 5- NEWEL t. \.3 w ! POST CAP .3 INTERMEDIATE RAIL TOP RAIL ! ~.1 BAR 1/2- 2- --. ~ H$S 333/16 ..-:-.. 2. ENDS OF RAIL SECTIONS ARE TO BE SAWED OR ~ ! :=...J:...::: x ./' )( II: ~ I MilLED. AlL CUT ENDS ARE TO BE TRUE, 0 ' I;"~ --1/ SMOOTH AND FREE OF BURRS OR RAGGED J ...- _! EDGES. 0-- g ~ .., c..rl p? ~ 2- 3. All RAILING SHAlL BE HOT DIPPED GAlVAf<lllW;"""II ... ,I _ '"l, 'I" NOTCH TUBE PER 4100 OR SHOP PAINTED IN ACCORDANe<"-" r'1 . 1...1 I POST FOR RAILS WlTH SUPPLEMENTAl SPECIFICATION SS-01025:-) CD Il .. C:.. . . j COLOR SUBMITIAlS SHALL BE REVIEWED ~y-" -'. _ r-- ~ - - I OWNER FOR FINAl SELECTION. COLOR RANGEr.... .x:- 1 I I ,ANTICIPATED IS 'FOLIAGE GREEN', :-::1 :c...-! ifl I ~-"""1 -0' I 4. THE STUD CONCRETE ANCHORS SHAlL BE ~ en -,,: 0 STAINLESS STEEL AND HAVE A MINIMUM PVUj: ~ ~ J OUT STRENGTH OF 2000 POUNDS BASED ON..:- /........r:- ~ ~ 4000 PSI CONCRETE. )3: W ~ ~ . g .. HSS 5K5x3/16 ----....... . ~ r;- 5. HANDliNG. STORAGE AND INSTAlLATION OF STEEL - :i: ~ POST " -9 ~ ~.I .. HSS 5)(5 POST SIDEWAlK HANDRAIL SHALL BE IN ACCORDANCE a (~ ~ , WITH SECTION 2416,03 OF THE STANDARD <;J go ..J . ~);., SPECIFICATIONS, ~ WAl.KWAY 6, AlL RAILING POSTS TO BE VERTICAL AND TOP [;j ;:f _. SIDE - RAIL TO BE PARALLEL TO GRADE. 0 -; ll., . 'I WOO r- TYP/3/ 6V... 7. AlL DIMENSIONS ARE HORIZONTAL UNLESS ...., : 'A 1 \ .l I 13/16"1tl HOLES FOR NOTED OTHERWISE, 0 <0 ~ ~'3\4~ SO BAR W W a: C\I ;.: 1/4~ BENT PLATE. \ i 9/16- HOLES FOR 8. FOR DETAILS OF CONCRETE END POST, SEE G CJ D- @.. ~ SEE DETAIL 4/S10 , I . J 1/2~ so. BARS SHEET V.OB or THESE PlANS. Q ~ ~ ~ ~ . , "- - 'I" 9. GROUT SPACE BETWEEN BASE PLATE AND [Ii 0 <i' it [;:; ~ '/W t+ IT ~ 'C" 3/4" sa BAR' ,I I CONCRETE DECK WITH AN APPROVED EPOXY OR f- Z IT:o "" ch N ..... "& . \ ~ LATEX "ODIFIED "ORTAR AFTER TE"PORARY ill <l: w 0 SHIMMING. W r- tu > IT: "5 III lr - (6) 3/ " SO BARS _".I "C' (3) 1/2" SO. BAR \ BOTTO" RAIL p Y II ,lIT: Z LJj 0 m ~ BASE PLATE, SEE..J LJ U 4" 2 ~2 L C3,' LJ LJ. . 10. NEWEL POST CAP SHA';L.Ij.~.NU,,:\BE~ 5t,47..J~., ~ ill IT: IT: '*" -' DETAIL 'IV,ID 053/4 SPACING I-- ~ TYPICALHANDRAILSECTION@ R"B..WA.G.N.ER,ltIQQ.M'!B:l;1'.Mh!.1.5?gBY.^f!qV!;~_:> a5 f- a.. f- ~ I DRILL .3/8" WEEP 3 ~F:ENCE COMPA~ic.51S0VARE~'Pnsli:'-ENO-'"'cAP"\:;;' ::> (f) ~ ~ 1/2~jJ EXP. ANCHORS SY....ETRIC ABOUT t:' HOLE (TYP.) 11I2"w\'.(l' V.10 ~McNjCHOis.~:;.OR EOOAt.:~ . ,.~ 0 ~ a: _ &] -c wi 6~ EMBED. MM 'to _. --".,.w_..." '~.,_~.. 0 -.J w z ~t5 o US a.. > i'i5 Ow ~ TYPICAL H~~~~IL PANEL @ ::;;: t:l! 8 Cii g:: ~ z [;: 1ii DATE 12-21..()4 ~ DRA.WN MEl .. ~ CHKD CR co APROV. BB -15 ,"' g ~ PROJECT NUMBER ~9 4 'I' 04043 g ~~" 1~- 1~; HSS 5)(5 POST ~ 1/2" PLATE SHEET TITLE N (3) 9/16" HOLES NOTE STEEL n 9/16~ LONG : O SLOTTED HOLES - 1" PROVlDt (2) 1/16" S,S, SHI"S SIDEWALK ~ PL 1/4)(2)(o'-r 4 PER POST, USE AS REQUIRED HANDRAIL CHANNEL CONNECTION TO POST ~ BASE PLATE Q;) SHIM DETAIL @ SHErr NUMBER ,.,'" V.l0 ""..,'" V,lO ""...,... V.l0 V.10 &, REV Prcj ~ Prepared by: Denny Gannon, Asst. City Engineer, 410 E, Washington St., Iowa City, IA 52240 (319) 356,5142 RESOLUTION NO, 05-83 RESOLUTION APPROVING PLANS, SPECIFICATIONS, FORM OF CON- TRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE MEADOW STREET BRIDGE REPLACEMENT AND DOVER STREET DRAINAGE BASIN IMPROVEMENTS PROJECT [BROS-3715(626) - - 8J-52)], ESTABLISHING AMOUNT OF BID SECURITY TO ACCOMPANY EACH BID, AND DIRECTING CITY CLERK TO PUBLISH ADVERTISEMENT FOR BIDS, WHEREAS, this project will be bid by the Iowa Department of Transportation (laDOT); and WHEREAS, bids will be accepted on April 19, 2005 at 10:00 a,m, by the laDOT in Ames, IA; and 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 CITY 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 between 5% (five percent) and 10% (ten percent) of bid, 3, The City Clerk is hereby authorized and directed to publish notice for the receipt of bids by the laDOT 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 laDOT in Ames, Iowa, until 10:00 a,m, on the 19th day of April, 2005, or at a later date and/or time as determined by the laDOT, with notice of said later date and/or time to be pUblished as required by law, Thereafter the bids will be opened by the laDOT, 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 Emma J, Harvat Hall, City Hall, Iowa City, Iowa, at 7:00 p,m, on the 3"' day of May, 2005, or at a later date and/or time as determined by the Director of Public Works or designee, with notice of said later date and/or time to be published as required by law, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk, I --- . Resolution No, 05-83 Page 2 Passed and approved this 15th day of February ,20 05 ~l)~ MAYOR Pro tern Approved by ATTEST: ~ A! *"~ C~~~ zLtll?! CITY ERK It was moved by O'Donnell and seconded by Champion the Resolution be adopted, and uppn roll call there were: AYES: NAYS: ABSENT: X Bailey X Champion X Elliott X Lehman X O'Donnell X Vanderhoef X Wilburn pweng/reslmeadowbridge-dover_app&s.doc ---- -~-- ------- PrinteT.S Fee $ 1'1.13 CERTIFICATE OF PUBLICATION STATE OF IOWA, JOHNSON COUNTY, SS: THE IOWA CITY PRESS-CITIZEN OFFICIAL PUBUCATION FED. ID #42-0330670 NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF I, CONTRACT AND ESTIMATED COST FOR THE Linda Krotz, being duly sworn, say MEADOW STREET BRIDGE REPLACEMENT AND OOVER STREET that I am the legal clerk of the IOWA DRAINAGE BASIN IMPROVEMENTS I PROJECT. CITY PRESS-CITIZEN, a newspaper [BROS-3715(626}-8J.52] IN THE CITY OF IOWA CITY. IOWA published in said county, and that a TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO OTHER notice, printed copy of which is INTERESTED PERSONS: a Public notice is hereby given that the hereto attachjd, was published in City Councii of the City of Iowa City, Iowa, will conduct a public, hearing on plans, said paper time(s), on the specifications, form of contract and esti- mated cost for the construction of the following date(s): Meadow Street Bridge Replacement and Dover Street Drainage Basln F'-e.hr LA Q 1r(J )0, (i-(') (') c:; Improvements Project [BROS-3715(626)- -6J'52] in Said city al 7:00 p.m. on the 15th day of February 2005, said meeting , to be held in tho Emma J. Harval Ha!! in City Hall, 410 E. Washirgton Street in said city, or if said meeting is cancelled, at the next meeting of the City Council there. V?1~ after as posted by the City Cleric Said plans, specifications, form of con. tract and estimated cost are now on file in Legal Clerk the office of the City Clerk in City Hall in Iowa City, Iowa, and may be inspected by Subscribed and s~ to before me aflY interested persons. Any interested persons may appear at said meeting of the City Council for the this J 0 f-.l..1 day of, 2 ,...)\LI rt (j purpose of making objections to and com. ments concerning said plans, specifica.' A.D. 20 CJ "'l , tions, contract or the cost of making said O.?7L ~ improvement. This notice is given by order of the City Council of the City of Iowa City, Iowa and as provided by law. Notary Public MARIAN K, KARR, C.1Y CLERK 57092 February 10, 2005 @ ORlENE MAHER . ! Commlq\on Number 715848 My C'Omf1'Ih,.lon Explros ... April 2, 2005 , . i ESTIMATING PROPOSAL -- FOR FEDERAL AID CONTRACT PAGE: 1 For bidding infor.mation, see Preparation of Proposals in the Standard Specifications for Highway and Bridge Construction, **************************.*.************************************************* * Bid Order No, : 009 * * Proposal ID No.: 52-3715-626 Letting Date: April 19, 2005 * * 10: 00 A.M, * * Type of Work: BRIDGE REPLACEMENT - CCS * * Primary County: JOHNSON Design: ENGLISH * * DBE Goal: 2,5 % 2001 Std Spec * * Pre-Qual Group: BRIDGE * * * * Contracting Authority: CITY OF IOWA CITY * * Proposal Guaranty: $ 37,500.00 * ***.************************************************************************** This Proposal Includes The Following Project(s) : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Project: BROS-3715(626)--8J-52 County: JOHNSON Work Type: BRIDGE REPLACEMENT - CCS Plans: Yes Route: MEADOW STREET Design: ENGLISH Location: OVER THE S, BRANCH OF RALSTON CREEK, SEC 13, T79N, R6W Road System: URBAN Length: 0.21 Miles Federal Aid - Predetermined Wages Are Not In Effect - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,..., 0 = = :2:0 "', )>-1 ~ -Tl -< ::0 0' f'V _.~ N 1 -11.... .; ~-"'- ,- iT! ", ~..... l IT, ". r-1 ;:::;:;: :JJ :1: '-.J '-J~' C3 ~' w en . . I PROPOSAL DETAILS Page: 2 ******************************************************************************* Bid Order No, : 009 Proposal ID No,: 52-3715-626 Letting Date: April 19, 2005 Primary Work Type: BRIDGE REPLACEMENT - CCS 10:00 A,M, ------------------------------------------------------------------------------- Site Contract Periodl Working Liquidated Number Site Description Days Damages ------------------------------------------------------------------------------- CONTRACT LATE START DATE: 05/31/05 75 $ 450.00 - - - PROPOSAL NOTES ******************************************************************************* *** WORK RESTRICTION *** SIDEWALK ACCESS MUST BE MAINTAINED UNTIL JUNE 13, 2005, C') ~ <( ? 9 Y-:c [-....~ ~,r ,~ w-- ,- :;z :JJ U..! .-Ir ~ N Ui- N '-- C.J LL 0:: i=-<( .~ :'c. 0"'" cr.> 6 = ,= C--' . . PROPOSAL SCHEDULE OF PRICES Page: 1 .****************************.************************************************** Bid Order No, : 009 Proposal ID No,: 52-3715-626 Letting Date: April 19, 2005 Primary Work Type: BRIDGE REPLACEMENT - CCS 10:00 A,M. Primary County: JOHNSON UNIT BIDS MUST BE TYPED OR SHOWN IN INK OR THE BID WILL BE REJECTED, -------------------------------------------------------------------------------- I I Item I Unit Price 1 Bid Amount Line I Item Number 1 Quantity 1----------------1-------------- No I Item Description 1 and Unit I Dollars I Cts I Dollars ICts -------------------------------------------------------------------------------- Section 0001 ITEMS FOR A 41' -6 X 25' -0 CONTINUOUS CONCRETE SLAB BRIDGE WITH TWO 8'-0 SIDEWALKS -------------------------------------------------------------------------------- 12101-0850001 CLEARING 1 1 I 0010 lAND GRUBBING I 0.2801 I I I ACRE I 1 -------------------------------------------------------------------------------- 12102-2710070 EXCAVATION, 1 I I 0020 I CLASS 10, ROADWAY AND I 439.0001 I I BORROW ICY I I -------------------------------------------------------------------------------- 12104-2710020 EXCAVATION, 1 I I 0030 ICLASS 10, CHANNEL I 385,0001 I I ICY I I -------------------------------------------------------------------------------- 12105-8425005 TOPSOIL, I 1 1 0040 I FUBNISH AND SPREAD I 200,0001 I I ICY I I -------------------------------------------------------------------------------- 12109-8225100 SPECIAL 1 I I 0050 ICOMPACTION OF SUBGRADE 1 3,0901 ( I ISTA 1 I -------------------------------------------------------------------------------- 12111-8174100 GRANULAR I I I 0060 1 SUBBASE I 2,110,0001 I I ISY 1 I -------------------------------------------------------------------------------- 12213-7100400 RELOCATION I I I 0070 (OF MAIL BOXES I 2,0001 1 I lEACH 1 I -------------------------------------------------------------------------------- 12214-5145150 PAVEMENT I I I ....0 0080 I SCARIFICATION I 91,000 I 1_ g 1 I SY ( ,I~ n ~, ------------------------------------------------------------------~---~--~~----r1 12301-0685100 BRIDGE I I I p~ ~ ~ 0090 IAPPROACH SECTION I 111.000 I I 0 r~ N ~ --\......... \ I I SY I ,I -( \- " -----------------------------------_______________________________:__c~__~~__~ 0>> ::= . z'?' C? ..,.--: c..,.) p CO I I I I . . PROPOSAL SCHEDULE OF PRICES Page: 2 *******************************************************.************************ Bid Order No. : 009 Proposal ID No.: 52-3715-626 Letting Date: April 19, 2005 Primary Work Type: BRIDGE REPLACEMENT - CCS 10: 00 A,M, Primary County: JOHNSON UNIT BIDS MUST BE TYPED OR SHOWN IN INK OR THE BID WILL BE REJECTED, -------------------------------------------------------------------------------- I I Item I Unit Price I Bid Amount Line I Item Number I Quantity 1----------------1-------------- No I Item Description I and Unit I Dollars I Cts I Dollars ICts -------------------------------------------------------------------------------- 12301-1033070 STANDARD I I 0100 lOR SLIP FORM PORTLAND I 1,104,0001 1 CEMENT CONCRETE PAVEMENT, 1 SY I ICLASS C, CLASS 3 I I I DURABILITY, 7 IN, I I ----------------------------------------------------------------- -------------- 12301-1083070 STANDARD I I 0110 lOR SLIP FORM PORTLAND I 125,0001 I CEMENT CONCRETE PAVEMENT, I SY I ICLASS M, CLASS 3 I 1 I DURABILITY , 7 IN, 1 I -------------------------------------------------------------------------------- 12303-0013500 HOT MIX I I I 0120 IASPHALT MIXTURE (100,000 1 10,0001 I I ESAL) , BASE, I TON I I I INTERMEDIATE, OR SURFACE I I I I COURSE , 1/2 IN, MIX, NO I I I ISPCL FRIC REQ I I I -------------------------------------------------------------------------------- 12303-0245828 ASPHALT I I I 0130 I BINDER, PG 58-28 I 0,6001 I I 1 TON I I -------------------------------------------------------------------------------- 12303-3400000 ADJUSTMENT I I I 0140 IOF FIXTURES I 1. 000 I I I lEACH I I -------------------------------------------------------------------------------- 12312-8260051 GRANULAR I I I 0150 ISURFACING ON ROAD, CLASS I 200,0001 1 I A CRUSHED STONE I TON I I -------------------------------------------------------------------------------- 12401-6745625 REMOVAL OF I I I 0160 IEXISTING BRIDGE I LUMP I LUMP I I I I I -------------------------------------------------------------------------------- co:: I 24,2t-6750001 REMOVALS, 1 I I 01'70 IAS:;;PER PLAN I LUMP I LUMP I 6 l~c3 I 1 1 r-"--~~--~~~--------------------------------------------------------------------- ~~1 a-. 124'62:"0425030 GRANULAR I I 1 \-'-'i 01EHl I ilAOGrILL BRIDGE 1 170,000 I I --' C'J ___ '-~ -- c::: I :~ <1 ICY 1 ,I ' LL---~=---(j;;-------------------------------------------------------------------- ..0 0 ~ - = c"': , PROPOSAL SCHEDULE OF PRICES Page: 3 **************************************************.***************************** Bid Order No, : 009 Proposal ID No,: 52-3715-626 Letting Date: April 19, 2005 Primary Work Type: BRIDGE REPLACEMENT - CCS 10:00 A.M, Primary County: JOHNSON UNIT BIDS MUST BE TYPED OR SHOWN IN INK OR THE BID WILL BE REJECTED, -------------------------------------------------------------------------------- 1 1 Item 1 Unit Price I Bid Amount Line 1 Item Nwnber 1 Quantity 1----------------1-------------- No I Item Description I and Unit I Do11ars I Cts 1 Do11ars ICts -------------------------------------------------------------------------------- 12402-0425030 GRANULAR I I I 0190 IBACKFILL UTILITY PIPES I 387,0001 1 1 ICY I I -------------------------------------------------------------------------------- 12402-2720000 EXCAVATION,I I I 0200 ICLASS 20 1 302,0001 I I ICY I I -------------------------------------------------------------------------------- 12403-0100010 STRUCTURAL I 1 I 0210 ICONCRETE (BRIDGE) I 250.4001 I I ICY I 1 -------------------------------------------------------------------------------- 12404-7775000 1 I I 0220 IREINFORCING STEEL I 8,149,0001 I I ILB I I -------------------------------------------------------------------------------- 12404-7775005 I I I 0230 lREINFORCING STEEL, EPOXY I 31,245,0001 I I COATED ILB I I -------------------------------------------------------------------------------- 12414-6424120 CONCRETE I 1 I 0240 IOPEN RAILING 1 109,2001 1 I ILF I 1 -------------------------------------------------------------------------------- 12414-6460000 ORNAMENTAL I I I 0250 lMETAL RAILING BRIDGE 1 85.0001 I I RAILING ILF I I -------------------------------------------------------------------------------- 12414-6460000 ORNAMENTAL I 1 I 0260 IMETAL RAILING AT I 87,0001 I ICONCRETE OPEN RAILING \LF I I -------------------------------------------------------------------------------- 12414-6460000 ,...., ORNAMENTAL I 1 ct = = 0270 IMETAL RAILING AT 1 105,0001 c.n 1 SEGMENTAL WALLS ILF I $:0 :z :o:~ -n .9--1 :;0 -----------------------------------------------------------------------------~ -~ --"-.. N -- 12501-5425042 PILES, I 1 'L: , N , 0280 IDRIVE STEEL BEARING, HP I 530.0001 e::Ji=' IT1 110 X 42 ILF I C::gj ~ .0 .~ J -----------------------------------------------------------------J~----c:r----- ~/'o ._ )> v:> CO . , PROPOSAL SCHEDULE OF PRICES Page: 4 ******************************************************************************** Bid Order No,: 009 Proposal ID No,: 52-3715-626 Letting Date: April 19, 2005 Primary Work Type: BRIDGE REPLACEMENT - CCS 10:00 A,M, Primary County: JOHNSON UNIT BIDS MUST BE TYPED OR SHOWN IN INK OR THE BID WILL BE REJECTED, -------------------------------------------------------------------------------- I I Item 1 Unit Price I Bid Amount Line I Item Number 1 Quantity 1----------------1-------------- No I Item Description I and Unit I Dollars I Cts I Dollars ICts -------------------------------------------------------------------------------- 12501-5550042 PILES, I I 1 0290 IFURNISH STEEL BEARING, I 530,0001 I IHP 10 X 42 ILF I I -------------------------------------------------------------------------------- 12502-8212014 SUBDRAIN, I I 1 0300 I LONGITUDINAL, 4 IN, DIA, I 530,0001 I I ILF I I -------------------------------------------------------------------------------- 12502-8220193 SUBDRAIN I 1 1 0310 IOUTLET (RF-19C) 1 8.0001 1 I lEACH I I -------------------------------------------------------------------------------- 12503-4388015 INTAKE , I I I 0320 1 SPECIAL, AREA, AS PER I 1. 000 I I I PLAN lEACH I I -------------------------------------------------------------------------------- 12503-4470410 INTAKE , I I I 0330 IRA-41 I 1. 000 I I I lEACH I I -------------------------------------------------------------------------------- 12503-4470430 INTAKE , I I I 0340 IRA-43 I 9,0001 I 1 lEACH I I -------------------------------------------------------------------------------- 12503-4470630 INTAKE , I I 1 0350 IRA-63 I 1. 000 I I I lEACH I I -------------------------------------------------------------------------------- 12503-4480500 STORM I I I 0360 I SEWER UTILITY ACCESS, I 5,0001 I IRA-50 lEACH I I -------------------------------------------------------------------------------- 12503-7181036 REMOVE I I I 0370 ISTORM SEWER PIPE LESS I 560,0001 I ITHAN OR EQUAL TO 36 IN. ILF I I I I I I --~---------------------------------------------------------------------------- ..:r 125$-7325015 SEWER PIPE, 1 I I O~O I~e STORM, 15 IN, DIA, I 73,0001 I r, :::: 1C.1:..- ILF I ,I ' c ! "-:::;: .U ~~\-------~-7~-------------------------------------------------------------------- I..J..- UI- \ '" -;.-;. ___-~ N - ,........ _' r U- 0::: t:::<f. ~...::c 03 ~,.- ..r.> Q = = "'" . . PROPOSAL SCHEDULE OF PRICES Page: 5 ******************************************************************************** Bid Order No,: 009 Proposal ID No,: 52-3715-626 Letting Date: April 19, 2005 Primary Work Type: BRIDGE REPLACEMENT - CCS 10: 00 A,M, Primary County: JOHNSON UNIT BIDS MUST BE TYPED OR SHOWN IN INK OR THE BID WILL BE REJECTED, -------------------------------------------------------------------------------- 1 I Item 1 Unit Price I Bid Amount Line 1 Item Number 1 Quantity 1----------------1-------------- No 1 Item Description 1 and Unit 1 Dollars I Cts I Dollars ICts -------------------------------------------------------------------------------- 12503-7325018 SEWER PIPE, I I I 0390 12000D STORM, 18 IN, DIA, I 81. 000 1 1 I ILF 1 1 -------------------------------------------------------------------------------- 12503-7325030 SEWER PIPE, I I I 0400 12000D STORM, 30 IN, DIA. I 318,0001 I I ILF I I -------------------------------------------------------------------------------- 12503-7325036 SEWER PIPE, 1 1 I 0410 12000D STORM, 36 IN, DIA. 1 29,0001 1 1 ILF 1 1 -------------------------------------------------------------------------------- 12503-7382006 SEWER PIPE, 1 1 1 0420 IPLASTIC STORM, 6 IN, DIA,I 18.0001 1 I ILF I I -------------------------------------------------------------------------------- 12503-7382018 SEWER PIPE, I I I 0430 1 PLASTIC STORM, 18 IN, I 214,000 I I IDIA, iLF I 1 -------------------------------------------------------------------------------- 12503-7382024 SEWER PIPE, I 1 I 0440 I PLASTIC STORM, 24 IN, I 142,0001 I IDIA, ILF 1 I -------------------------------------------------------------------------------- 12503-7382030 SEWER PIPE, 1 1 I 0450 I PLASTIC STORM, 30 IN. 1 187.000 I I IDIA. ILF I I -------------------------------------------------------------------------------- 12504-7055008 SEWER PIPE, I I I 0460 IDUCTILE IRON SANITARY, 8 I 60,000 I I IIN, DIA, ILF 1 I -------------------------------------------------------------------------------- ....., 12504-7080021 SEWER PIPE, I I 1-- g 0470 ICONCRETE SANITARY, 2000D, I 6,0001 I~O ~ 121 IN, ILF 1 1)>-) S;'-n ------------------------------------------------------------------C5-~---~--~ 12504-8462510 SANITARY 1 1 1~0 N I 0480 I SEWER UTILITY ACCESS I 3.000 I 1 c< r rT1 I (PRECAST) (RA-51) I EACH I I;=; SS ~'l.....J ------------------------------------------------------------------~-7"~--S?----- )> c...> ex> . . PROPOSAL SCHEDULE OF PRICES Page: 6 *******.****..****************~************************************************* Bid Order No, : 009 Proposal 10 No.: 52-3715-626 Letting Date: April 19, 2005 Primary Work Type: BRIDGE REPLACEMENT - CCS 10:00 A,M, Primary County: JOHNSON UNIT BIOS MUST BE TYPED OR SHOWN IN INK OR THE BID WILL BE REJECTED, -------------------------------------------------------------------------------- I I Item I Unit Price I Bid Amount Line I Item Number I Quantity 1----------------1-------------- No I Item Description I and Unit I Dollars I Cts I Dollars ICts -------------------------------------------------------------------------------- 12504-8462520 SANITARY I I I 0490 I SEWER UTILITY ACCESS I 1. 000 I I 1 (PRECAST) (RA-52) lEACH I I -------------------------------------------------------------------------------- 12506-4984000 FLOWABLE I I I 0500 I MORTAR I 7,0001 I I ICY I I -------------------------------------------------------------------------------- 12507-3250005 I I I 0510 IENGINEERING FABRIC I 620,0001 I I ISY I I -------------------------------------------------------------------------------- 12507-8029000 EROSION I I 1 0520 ISTONE I 300,0001 I I I TON I I -------------------------------------------------------------------------------- 12510-6745850 REMOVAL OF I I I 0530 I PAVEMENT I 1,273,0001 I I ISY I I -------------------------------------------------------------------------------- 12510-6750600 REMOVAL OF I I I 0540 IINTAKES AND UTILITY I 9.0001 I I ACCESSES lEACH I I -------------------------------------------------------------------------------- 12511-6745900 REMOVAL OF I I I 0550 ISIDEWALK I 338.0001 I I ISY I I -------------------------------------------------------------------------------- 12511-7526004 SIDEWALK, I I I 0560 IP,C, CONCRETE, 4 IN. I 359,0001 1 I ISY I I -------------------------------------------------------------------------------- 12511-7526006 SIDEWALK, I I I 0570 IP,C, CONCRETE, 6 IN, I 21. 000 I I I ISY I I -------------------------------------------------------------------------------- 12515-2475006 DRIVEWAY, I I I 05fl!l 1 P. CZ( CONCRETE, 6 IN, I 102.000 I I -:: I / s I SY I ,I ' ---~---~~~--------------------------------------------------------------------- ~ ~--.;- '-' r, ::;:: 12515::6745600 REMOVAL OF I I I 't--' ro" L.~ _ - \ i \ 0590' I PAVED. DRIVEWAY I 102,000 I I --I N I Ut:: ISY I I _.... N ....._0 ----------~----------------------------------------------------------------------- LL- CC t::: <.:( .'" 03- :t: ,n 0 ~. c, <'-' PROPOSAL SCHEDULE OF PRICES Page: 7 .*************************************.*******.********************************* Bid Order No. : 009 Proposal ID No,: 52-3715-626 Letting Date: April 19, 2005 Primary Work Type: BRIDGE REPLACEMENT - CCS 10:00 A,M. Primary County: JOHNSON UNIT BIDS MUST BE TYPED OR SHOWN IN INK OR THE BID WILL BE REJECTED, -------------------------------------------------------------------------------- I 1 Item I Unit Price I Bid Amount Line I Item Number I Quantity 1----------------1-------------- No I Item Descript~on I and Unit I Dollars I Cts I Dollars ICts -------------------------------------------------------------------------------- 12518-6910000 SAFETY I 1 1 0600 ICLOSURE 1 12,0001 I I lEACH I I -------------------------------------------------------------------------------- 12519-3325000 FENCE, I 1 I 0610 I TEMPORARY (ORANGE MESH) 1 0,7501 1 I ISTA I I -------------------------------------------------------------------------------- 12519-3325000 FENCE, I I I 0620 ITEMPORARY (WOODEN) I 0,8001 I I ISTA I I -------------------------------------------------------------------------------- 12519-6745175 REMOVAL OF I 1 I 0630 ICHAIN LINK FENCE, AS PER I 1. 300 I I I PLAN ISTA I I -------------------------------------------------------------------------------- 12528-8445110 TRAFFIC I I I 0640 ICONTROL I LUMP I LUMP 1 1 I 1 I -------------------------------------------------------------------------------- 12533-4980005 1 I I 0650 I MOBILIZATION I LUMP I LUMP I I I I 1 -------------------------------------------------------------------------------- 12535-2000460 SEGMENTAL I I I 0660 I RETAINING WALL I 756.0001 I I ISF I I -------------------------------------------------------------------------------- 12598-3380010 FIRE I I I 0670 IHYDRANT ASSEMBLIES 1 1. 000 1 I I lEACH I I -------------------------------------------------------------------------------- 12598-3778006 GATE VALVE 1 I I N "" 0680 lAND VALVE BOX, 6 IN, I 2,0001 10 ~ I lEACH I . I ;2:0 ~':n ------------------------------------------------------------------~~--~---~---~ 12598-8805606 WATER MAIN, I I I ...( N r- O. N 0690 IDUCTILE IRON, 6 IN, I 320,0001 I ~C) rr1 I ILF 1 1 - ~ I ILB I I -------------------------------------------------------------------------------- -------- PROPOSAL SCHEDULE OF PRICES Page: 8 *****.************************************************************************** Bid Order No,: 009 Proposal ID No,: 52-3715-626 Letting Date: April 19, 2005 Primary Work Type: BRIDGE REPLACEMENT - CCS 10:00 A,M, Primary County: JOHNSON UNIT BIDS Ml1ST BE TYPED OR SHOWN IN INK OR THE BID WILL BE RlilJECTED, -------------------------------------------------------------------------------- I I Item 1 Uni t Price I Bid Amount Line I Item Number I Quantity 1----------------1-------------- No I Item Description I and Uni.t I Dollars I Cts I Dollars ICts -------------------------------------------------------------------------------- 12599-9999005 (' EACH' I I I 0710 I ITEM) AIR RlilLEASE VALVE I 1. 000 I I lAND PIT lEACH 1 I -------------------------------------------------------------------------------- 12599-9999009 ( 'LINEAR I I 1 0720 I FEET' ITEM) SEWER, I 44,0001 I I SANITARY, (PVC TRUSS) 8 ILF I I IIN, DIA, I I 1 -------------------------------------------------------------------------------- 12599-9999009 ( 'LINEAR I 1 I 0730 1 FEET' ITEM) SEWER, 1 78,0001 1 I SANITARY, (PVC TRUSS) 10 ILF I I IIN, DIA, I I I -------------------------------------------------------------------------------- 12599-9999009 ( 'LINEAR I I I 0740 I FEET' ITEM) SLEEVES, 1 280,0001 1 I LONGITUDINAL IN BRIDGE ILF I 1 I STRUCTURE, PVC, 3 IN, I, I I 1 ID, I I I -------------------------------------------------------------------------------- 12599-9999009 ( 'LINEAR I I I 0750 I FEET , ITEM) Wl'.TER MAIN, 1 62,0001 I 1 STAINLESS STEEL, 6 IN, ILF I I -------------------------------------------------------------------------------- 12601-2639010 SODDING I I I 0760 I 1 281,0001 I 1 ISQ I 1 -------------------------------------------------------------------------------- 12601-2643110 Wl'.TERING I I I 0770 IFOR SOD, SPECIAL DITCH I 169.0001 I I CONTROL, OR SLOPE IMGAL I I I PROTECTION 1 I I -------------------------------------------------------------------------------- 12602-0000020 SILT FENCE I I I 0780 I I 391.0001 I I ILF I I ---~-----<(-------------------------------------------------------------------- ., 1260~0000110 BALES FOR I I I c 079! ID~,T<:;!t, CHECKS I 160.0001 1 '.....J ;;:;: I W . lEACH I . I ' I LL~-------r~-~------------------------------------------------------------------- I ~ NI~- I N "U I U "S 1 ~~\:;ION 0001 TOTAL 1 ' I ----~--1:J~------------------------------------------------------------------- ,-""I b I 2:, TOT=- BID I <-' -------------------------------------------------------------------------------- PROPOSAL ADDENDUM INFO:RMATION Page: 9 *********************************.**************.******************************* Bid Order No, : 009 Proposal ID No,: 52-3715-626 Letting Date: April 19, 2005 Primary Work Type: BRIDGE REPLACEMENT - CCS 10:00 A,M, Primary County: JOHNSON -------------------------------------------------------------------------------- When this proposal is used for bidding purposes and submitted with the proper Bidding Document, any and all items on separate documents added to this proposal by addendum must be also be included. Only the bid proposal holders receive addendums issued for this proposal and responsLbility for notifying any potential subcontractors or suppliers remains with the bid proposal holder. -------------------------------------------------------------------------------- "" = 0 = ~., :2.:0 ~ y.. ; ".. --n -< "'" 0' N r- -0 N I :::2r' """ m -m .,---" ::-:0 ::!: "-...1 0,/, C5 :2.: )> (..) 0) ---- PROPOSAL SPECIAL PROVISIONS LIST Page: 1 *********************.*********.********************..************************** Bid Order No. : 009 Proposal ID No,: 52-3715-626 Letting Date: April 19, 2005 Primary Work Type: BRIDGE REPLACEMENT - CCS 10:00 A,M. Primary County: JOHNSON -------------------------------------------------------------------------------- Note Description -------------------------------------------------------------------------------- DBE--2005 STATE OF IOWA 2005 DIRECTORY OF CERTIFIED DBE'S DBE-050419 AMENDMENT TO THE 2005 ANNUAL DIRECTORY OF CERTIFIED DBE'S FHWA-1273.02 REQUIRED CONTRACT PROVISIONS - FEDERAL-AID CONSTRUCTION GS-01008 GENERAL SUPPLEMENTAL SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION SP-016126 WATER DISTRIBUTION SYSTEM JOHNSON COUNTY BROS-3715 (626)--8J-52 SP-016127 SANITARY SEWER JOHNSON COUNTY BROS-3715 (626)--8J-52 SP-016128 SECTION B - LAWNS AND GRASSES JOHNSON COUNTY BROS-3715 (626)--8J-52 SS-01014 HOT MIX ASPHALT (GYRATORY MIX DESIGN FOR LOCAL SYSTEMS) SS-01028 SEGMENTAL RETAINING WALL 410,11 A STORM WATER POLLUTION PREVENTION PLAN HAS BEEN DEVELOPED FOR ONE OR MORE PROJECTS ON THIS CONTRACT 500.02 WINTER FREE TIME WILL NOT BE PERMITTED EXCEPT FOR EROSION CONTROL WORK 670,12 PRIME CONTRACTOR SHALL PERFORM NOT LESS THAN 30% OF CONTRACT (") <( .s 9 /s , - <"" .~ [i: CJ , , ,--, :':i: W lJ_; -.---l7"" i N UI:::: - N >-U LL CC \::=<( '- U-~ .... :> ,n 0 c:::..~ = ,..., ----- -- --- PROPOSAL SPECIAL PROVISIONS TEXT Page: 1 ************************************.******************************************* Bid Order No.: 009 Proposal ID No.: 52-3715-626 Letting Date: April 19,2005 Primary Work Type: BRIDGE REPLACEMENT - CCS 10:00 A.M. Primary County: JOHNSON -------------------------------------------------------------------------------- Note Description -------------------------------------------------------------------------------- DBE--2005 January 19, 2005 STATE OF IOWA 2005 DIRECTORY OF CERTIFIED DISADVANTAGED BUSINESS ENTERPRISES DBE-050419 April 19, 2005 AMENDMENT TO THE STATE OF IOWA 2005 DIRECTORY OF CERTIFIED DISADVANTAGED BUSINESS ENTERPRISES (This listing is attached only to Bidding Documents that have an Established DBE Goal, and is also available upon request.) FHWA-1273.02 March 10, 1994 REQUIRED CONTRACT PROVISIONS - FEDERAL-AID CONSTRUCTION CONTRACTS (EXCLUSIVE OF APPALACHIAN CONTRACTS) GS-Ol008 April 19, 2005 GENERAL SUPPLEMENTAL SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION SP-016126 March 15, 2005 SPECIAL PROVISIONS FOR WATER DISTRIBUTION SYSTEM *** INTENDED FOR: JOHNSON COUNTY BROS-3715(626)--8J-52 *** SP-016127 March 15, 2005 SPECIAL PROVISIONS FOR SANITARY SEWER *** INTENDED FOR: JOHNSON COUNTY BROS-3715(626)--8J-52 *** SP-016128 March 15, 2005 SPECIAL PROVISIONS FOR SECTION B - LAWNS AND GRASSES *** INTENDED FOR: JOHNSON COUNTY BROS-3715(626)--8J-52 *** SS-01014 April 30, 2002 _ ~ SUPPLEMENTAL SPECIFICATIONS FOR HOT MIX ASPHALT (GYRATORY MI~DESI~FOR ~O . LOCAL SYSTEMS) .z:: ~ :;;,. -il ):7--\ :;0 __ --<. N - SS-01028 April 20, 2004 0 N \ SUPPLEMENTAL SPECIFICATIONS FOR SEGMENTAL RETAINING WALL =-j S] (il -...'..... ~ U,..-, . 1" ::Jt 410.11 (5 9-. C:5 *** STORM WATER POLLUTION PREVENTION PLAN *** 2" ..:::- u.> A STORM WATER POLLUTION PREVENTION PLAN HAS BEEN DEVELOPED BY !PHE CO CONTRACTING AUTHORITY FOR ONE OR MORE PROJECTS ON THIS CONTRACT. SEE THE PROJECT PLANS (OR OTHER CONTRACT DOCUMENT) FOR SPECIFIC STORM WATER POLLUTION PREVENTION PLAN DETAILS. PROPOSAL SPECIAL PROVISIONS TEXT Page: 2 ***********************************************************************.******** Bid Order No. : 009 Proposal ID No.: 52-3715-626 Letting Date: April 19, 2005 Primary Work Type: BRIDGE REPLACEMENT - CCS 10:00 A.M. Primary County: JOHNSON -------------------------------------------------------------------------------- , Note Description I -------------------------------------------------------------------------------- 500.02 *** WINTER WORK *** EXCEPT FOR THE EROSION CONTROL WORK REQUIRED FOR THIS PROJECT, THE FREE TIME ALLOWED BETWEEN NOVEMBER 15 AND APRIL 1 WILL NOT BE PERMITTED. THE CONTRACTOR SRALL WORK DURING THE WINTER ON ALL WORKING DAYS AS DEFINED IN 1101.03 'WORKING DAY'. 670.12 *** SUBLETTING OF CONTRACT *** REPLACE THE FIRST PARAGRAPH OF STANDARD SPECIFICATIONS ARTICLE 1108.01 WITH THE FOLLOWING: THE CONTRACTOR SRALL PERFORM AT LEAST 30% OF THE CONTRACT AMOUNT WITH HIS/HER OWN ORGANIZATION. ON THIS PROJECT ONLY, THE CONTRACTOR MAY SUBCONTRACT UP TO 70% OF THE CONTRACT AMOUNT. THE BIDDERS SHOULD BE AWARE THAT THIS PROJECT REQUIRES SEVERAL TYPES OF WORK. PURCHASING OF MATERIALS FOR SUBCONTRACTORS WILL NOT BE AN ACCEPTABLE METHOD FOR THE PRIME CONTRACTOR TO MEET THE 30% REQUIREMENT. ITEMS DESIGNATED AS SPECIALTY ITEMS MAY BE PERFORMED BY SUBCONTRACT, AND THE COST OF ANY SPECIALTY ITEMS SO PERFORMED BY SUBCONTRACT MAY BE DEDUCTED FROM THE TOTAL COST BEFORE COMPUTING THE AMOUNT OF WORK REQUIRED TO BE PERFORMED BY THE CONTRACTOR WITH HIS/HER OWN ORGANIZATION. M ~ <( .- n ,/,> T""\, ~ f::C Q ,~ "'" W W -1;'-- , N Of-- --' N :>-0 u... c:.:: \-....~ ,.x :u:: 0-' S VJ 0 =, e~ -- c..... SP-016126 (NEW) ~ Iowa Department of Transportation SPECIAL PROVISIONS FOR WATER DISTRIBUTION SYSTEM Johnson County BROS-371S(626)--8J-S2 '" 0 = = :2:0 on ~. )>:::J ",. 11 Effective Date --< = C) - N March 15,2005 -Ie) N ~~<r m rn ", ,-. -:D :n: o~. c; '-J <>,'. :& t.0 CD THE ENGLISH STANDARD SPECIFICATIONS, SERIES OF 2001, ARE AMENDED BY THE FOLLOWING MODIFICATIONS. THESE ARE SPECIAL PROVISIONS AND SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS SP-016126 Page 2 of 18 PART 1 DESCRIPTION 1.01 SUMMARY A. Section Includes: 1. Underground water main piping, fittings, joints and appurtenances. 2. Disinfection and hydrostatic testing of potable water distribution system. 3. Testing and reporting results. 4. Thrust restraint. 1.02 REFERENCES A. This special provision references the following documents. In their latest edition, the referenced documents form a part of this special provision to the extent specified herein. In case of conflict, the requirements of this specification shall prevail. One copy of all references shall be kept on the site, readily available and accessible to the Engineer during normal working hours. Copies may be obtained from the organizations or from the City of Iowa City Water Department at cost plus 15%. B. American National Standards Institute and American Water Works Combined Standards: 1. ANSI/AWWA C104 . Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for Water. 2. ANSI/AWWA C 1 05 - Polyethylene Encasement for Ductile Iron Piping for Water and Other Liquids. 3. ANSI/AWWA C110 - Ductile-Iron and Gray-Iron Fittings, 3 inch through 48 inch, for Water and Other Liquids. 4. ANSI/AWWA C111 - Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings. 5. ANSI/AWWA C115 - Flanged Ductile-Iron Pipe with Threaded Flanges. 6. ANSI/AWWA C150 - Thickness Design of Ductile-Iron Pipe. 7. ANSI/AWWA C151 - Ductile-Iron Pipe, Centrifugally Cast, for Water and Other Liquids. 8. ANSI/AWWA C153 - Ductile-Iron Compact Fittings, 3 inch through 16 inch, for Water and Other Liquids. 9. ANSI/AWWA C50a - Gate Valves for Water and Sewerage Systems. 10. ANSIIAWWA C502 - Dry-Barrel Fire Hydrants. 11. ANSI/AWWA C504 - Rubber Seated Butterfly Valves. 12. ANSI/AWWA C506 - Backflow Prevention Devices - Reduced Pressure Principle and Double Check Valve Types. 13. ANSI/AWWA C509 - Resilient Seated Gate Valves for Water and Sewerage Systems. 14. ANSI/AWWA C512 - AirNacuum Valve. 15. ANSI/AWWA CS50 - Protective Epoxy Interior Coatings for Valves and Hydrants. 16. ANSI/AWWA C60a - Installation of Ductile-Iron Water Mains and Their Appurtenances. 17. ANSI/A WWA C605 - Underground Installation of Polyvinyl Chloride (PVC) Pressure "? <(Pipe and Fittings for Water. -:. 18. ~ANSI/AWWA C651 - Disinfecting Water Mains. r....\ >2 1 g;;;; cANSI/AWWA C9DD - Polyvinyl Chloride (PVC) Pressure Pipe, 4 inch through 12 inch ..,-- \.L-__ .~ di iJ.j for Water. LLi ('.J 20..0 r-ANSI/AWWA C905 - Polyvinyl Chloride (PVC for Pressure Pipe, 14 inch through 36 -." N .,~ Cinch for Water. LL ;'i 21'.- ,:ANSI/AWWA C104 - Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for ::C U 3Water. ~ 0 = C'-.J SP-016126 Page 3 of 18 C. American National Standards Institute and American Society for Testing Materials Combined Standards: 1. ANSI/ASTM D1557 - Test Methods for Moisture-Density Relations of Soils and 80il- Aggregate Mixtures Using 10 Ib (4.54 kg) Rammer and 18 inch (457 mm) Drop. D. American Association of State Highway and Transportation Officials: 1. AASHTO T180 - Moisture-Density Relations of Soils Using a 10 lb. (4.54 kg) Rammer and an 18 in. (457 mm) Drop. 1.03 SUBMITTALS A. Product Data: Provide data indicating pipe and pipe accessories. B. Manufacturer's Certificate: Certify that products meet or exceed specified requirements. C. Test Reports: Indicate results comparative to specified requirements. D. Certificate: Certify that cleanliness of water distribution system meets or exceeds specified requirements. E. Submit the following as appropriate for each valve and hydrant provided. 1. Outline and installation drawings for equipment and fixtures furnished. 2. Equipment performance data and operating characteristics. 3. Manufacturer's catalog data, marked to indicate materials being furnished as standard equipment, fixtures, specialties, and accessories. F. Operation and Maintenance manuals. 1.04 QUALITY ASSURANCE A. The Contractor shall employ and pay for services of the independent testing laboratory for tests required to show compliance with the specifications. Test results submitted directly to the Engineer. Selection of the testing laboratory is subject to approval of the Engineer. B. Whenever a percentage of compaction is indicated or specified, use percent of maximum density at optimum moisture as determined by ASTM D698-00a. C. Perform work in accordance with ANSI/AWWA C651. D. Pipe: Nominal pipe size, material code designation, standard dimension ratio, pressure rating, manufacturer's name or trade mark, National Sanitation Foundation seal, and appropriate ASTM designation numbers marked on pipe. E. Fittings and Valves: Manufacturer's name and pressure rating marked on body. "-> 1.05 DELIVERY, STORAGE, AND HANDLING 0 g; <:" c.n A. Deliver, store, protect, and handle products in accordance with manCifacturer's instructions. J>.) ~ 11 B. Deliver and store valves in shipping containers with labeling in place. 0.-. N ;= C. Deliver, store and handle materials according to manufacturers instructions; f'-" N m D. Protect plastic materials from sunlight. ,,9j 2;;: n ~A - \..J 1.06 WARRANTY 53: ~ A. Full warranty against defects in materials and quality for two years after final acceptance by the Contracting Authority, including all parts, labor, and expenses. 1.07 SEQUENCING/SCHEDULING A. Coordinate scheduling, submittals, and work elements to assume efficient and orderly sequence of installation of interdependent construction elements. 1.08 PROJECT RECORD DOCUMENTS A. Accurately record location of pipe runs, fittings, connections, hydrants, valves, and depth of cover. B. Identify and describe unexpected variations in subsoil conditions or discovery of uncharted utilities. SP-016126 Page 4 of 18 C. Disinfection report; record: 1. Type and form of disinfectant used. 2. Date and time of disinfectant injection start and time of completion. 3. Test locations. 4. Initial and 24-hour disinfectant residuals (quantity in treated water) in ppm for each outlet tested. 5. Date and time of flushing start and completion. 6. Disinfectant residual after flushing in ppm for each outlet tested. D. Bacteriological report; record: 1. Date issued, project name, and testing laboratory name, address, and telephone number. 2. Time and date of water sample collection. 3. Name of person collecting samples. 4. Test locations. 5. Initial and 24-hour disinfectant residuals in ppm for each outlet tested. 6. Coliform bacteria test results for each outlet tested. 7. Certification that water conforms, or fails to conform, to bacterial standards of Iowa Department of Natural Resources. 8. Bacteriologist's signature and authority. 1.09 FIELD MEASUREMENTS A. Verify that field measurements and elevations are as indicated. 1.10 QUALIFICATIONS A. Testing Firm: Company specializing in testing potable water systems, certified and approved by the State of Iowa for microbiological testing. 1.11 REGULATORY REQUIREMENTS A. Conform to applicable Iowa Department of Natural Resources and State Health Department code or regulation for performing the work of this Section. 8. Provide certificate of compliance from authority having jurisdiction indicating approval of water system. PART 2 MATERIALS 2.01 WATER PIPE A. Ductile Iron Pipe: ANSI/AWWA C151, Class 52, inside nominal diameters as shown on the Plans. All materials shall be of domestic manufacture. 1. Exterior Coating: Asphaltic coating, 1-mil thickness. 2. Interior Coating: ANSI/AWWA C104 standard thickness cement lining with seal coat. ("") 3. <(Joints: ANSI/AWWA C111, rubber gasket, push-on or mechanical joint type. . - 9 4. 3'Flttlngs: ANSI/AWWA C153/A21.53 and ANSI/AWWA C110/A21.10, duclile Iron, !\ 'r ?~ Cmechanical joints, asphaltic exterior coating 1-mil thick, ANSI/AWWA C104 standard ,~ :d W ~thickness interior cement lining with seal coat. Working pressure 350 PSI. L.L N ~~ f?olyethylene Jacket: ANSI/AWWA C1 05, polyethylene encasement for ductile iron --' N >- Cpiping for water and other liquids. LL = 6:::: <J;Bolts and nuts. "."';: TI: o 5a. Corten . ,JO C' Ductile Iron = _D. = "" c. Stainless steel SP-016126 Page 5 of 18 7. Restrained Joint Ductile Iron Pipe: a. Restrained joint design: Flexible type, capable of being deflected 3 degrees after assembly. b. Restrained joint design: Boltless "lock ring" type for DIP. c. Spigot end restrained joint pipe for bolted connection to mechanical joint fittings and valves may also be required. ,...., = d. Restraining gaskets not acceptable. 0 = $0 c.n _h >-j "'" Il 8. Approved Manufacturers: :;0 a. American C) ~....., N ,- -10 N b. Clow _:"'<r IT] Griffin m ::::> 0 c. 0::0 :r.: d. McWane ' -- s^ a e. Tyler )> w f. US Pipe co g. Engineer-Approved Equivalent B. Polyvinyl Chloride Pipe: AWNA C900, dimension ratio (DR).w., for pipe through 12-inch nominal diameter and AWNA C905, dimension ratio (DR) .w., for pipe from 14-inch through 36-inch nominal diameter. 1. PVC pipe shall have same outside dimensions as ductile iron pipe. 2. Do not use PVC pipe in any area where there is likelihood the pipe will be exposed to significant concentrations of pollutants comprised of low-molecular-weight petrOleum products or organic solvents or their vapors. 3. Use elastomeric gasketed push-on joints, AWNA C900 or AWNA C905; solvent cement welded joints not permitted. 4. Do not use PVC pipe at stream crossings, inside casing pipe, or adjacent to vertical offsets. 5. Do not telescope small pipe inside larger pipe for shipment or storage. 6. When pipe is cut in field, deburr and bevel cut edges to prevent gasket damage. 7. Protect pipe from prolonged (more than one month) exposure to direct sunlight. 8. Use ductile iron fittings, as specified below. C. Restraining mechanisms, tie rods, clamps or other components of dissimilar metal shall be protected against corrosion by hand application of a suitable coating or by encasement of the entire assembly with 8-mil thick (0.2 mm) loose polyethylene film in accordance with ANSI/AWNA C105/A21.5. 2.02 FITTINGS A. General: 1. Ductile iron compact fittings, mechanical joint, AWWA C153, 350 psi minimum pressure rating in cases where compact fittings are available; ductile iron standard fittings, mechanical joint, AWNA C110, 250 psi minimum pressure rating, only when C153 fittings are unavailable. Asphaltic exterior coating 1-mil thick, AWNA C104 standard thickness interior cement lining with seal coat. 2. Bolts and nuts as specified for ductile iron pipe. 3. Wrap fittings with polyethylene film, as specified for ductile iron pipe. 4. Bed fitting with granular pipe bedding, as specified. B. Couplings: Install where indicated on the Plans. Ductile iron with stainless steel bolts and nuts. Working pressure of 150 psi. Connections shall be made with solid sleeves and mechanical joint retainer glands by EBM Iron Sales, Inc. (Megalug), Clow Corporation, American Cast Iron Pipe Company or Engineer-approved equivalent. SP-016126 Page 6 of 18 C. Cutting-In-Sleeves: Install where indicated on the Plans. As manufactured by EBAA Iron Sales, Inc., Clow Corporation, American Cast Iron Pipe Company, or Engineer-approved equivalent. D. Mechanical Joint Retainer Glands: Install where indicated on the Plans. As manufactured by EBAA Iron Sales, Inc. (Megalug), Clow Corporation, American Cast Iron Pipe Company, or Engineer-approved equivalent. E. Mechanical Joint Caps and Plugs: Install where indicated on the Plans. MJ caps and plugs by EBAA Iron Sales, Inc., Clow Corporation, American Cast Iron Pipe Company, or Engineer-approved equivalent. F. Anchoring Pipe and Couplings: Install where indicated on the Plans. Utilized for hydrant leads, branch line stubs, and dead ends, in conjunction with mechanical joint pipe, fittings, valves, and hydrants. MJ anchoring pipe, couplings, and fittings by EBAA Iron Sales, Inc., Clow Corporation, American Cast Iron Pipe Company, or Engineer-approved equivalent. G. Mechanical Joint Tapping Sleeves and Crosses: Install where indicated on the Plans. Cast iron two-section construction. Mechanical joint ends, flanged outlet for tapping valve. Tapping sleeve and crosses by Mueller Company, Clow Corporation, American Cast Iron Pipe Company, or Engineer-approved equivalent. H. Stainless Steel Tapping Sleeves: Install where indicated on the Plans. All stainless steel two-section construction with stainless steel flanged outlet for tapping valve. Stainless steel bolts and nuts. 'i. Mechanical Joint Split Repair Sleeves: Install as approved to repair main breaks. Cast iron two-section construction, mechanical joint ends. J. Stainless Steel Repair Clamps: Install as approved to repair main breaks. All stainless steel, single section, double section, or triple section, depending upon size of main. Stainless steel bolts and nuts. 2.03 BORINGS A. Casing pipe: Uncoated, smooth wall welded steel pipe, ASTM A 139; use for railroad, street and highway crossings or where shown on the Plans. 1. Minimum wall thickness: Pipe Diameter Wall Thickness (Inches) (Inches) 20 or less 0.375 24 0.375 30 or greater 0.375 2. Welded joints: Comply with American Welding Society Code of Arc and Gas Welding in Building Construction. 3. Bevel or space ends of pipe to insure penetration of weld for full thickness of pipe. B. PVC or CPVC pipe: Polyvinyl Chloride (PVC) or Chlorinated Polyvinyl Chloride (CPVC) Pipe: PVC sewer pipe, types PSP and PSM, shall have the following minimum wall thickness: CasinQ Diameter (inches) Minimum Wall Thickness !inches} C'? PSP PSM ...:r 44 0.120 0.120 --;; 9 ~~~ 0.253 0.153 r...... ~ 0:: ""8 0.199 0.205 i~ ;cr. ,'1 LLI :.-j>-9 0.230 0.230 UI--- ---1 N 00 0.249 0.256 ("oJ LL "" ;::: )2 (maximum acceptable) 0.299 0.395 ...: ~-<..- ::'J= U> .> ..,., 0 = = ,.... SP-016126 Page 7 of 18 C. PVC casing pipes: PVC pipe, as specified above, may be used as casing material for casing nominal sizes of 12 inches diameter and smaller. The Contractor's unit prices for these sizes of borings and casings may be based on either welded steel or PVC casing. D. Casing skids: Water main 4 inches diameter and larger installed through casing shall have pressure treated wood skids thick enough to provide clearance between the casing and the pipe couplings strapped to the pipe. E. Casing skid strapping material: Stainless steel bands or straps and not wires. F. Grouting for voids, abandoned holes by boring, jacking or tunneling; and annular space at ends of casing: Shall be a sand cement slurry with a minimum of two (2) sacks of cement per cubic yard and a minimum of water to assure satisfactory placement. 1. Annular space at ends at ends of casing can be sealed with concrete or grout (as specified above). 2.04 VALVES A. Resilient Seated Gate Valves: 1. All valves shall be of the iron-body resilient-wedge type with non-rising stems, sizes 3-inch NPS through 12-inch NPS in diameter. 2. All valves by the same manufacturer. 3. Specification Standard: ANSI/AWWA C509. 4. Body, Bonnet, Stuffing Box: Cast iron or ductile iron. 5. Bolts and Nuts: Stainless steel. 6. Valve Ends: Mechanical joint or push-on ends. 7. Wedge: Cast iron or ductile iron, resilient coated. 8. Stem: Manganese bronze, non-rising stem. 9. Seals: Synthetic rubber O-rings. 10. Stem Extensions: Steel, noted on the Plans if required. 11. Operator: 2" square nut. 12. Coating: ANSI/AWWA C550 epoxy coating, both inside and outside of body, bonnet, and stuffing box. 13. Pressure Rating: 200 psi, bubble-tight closure. 14. Direction of Operation: left Counterclockwise to open. 15. Smooth, unobstructed waterway with a diameter not less than the full nominal diameter of the valve. 16. Wrap valves with polyethylene encasement. 17. Approved Manufacturers: "'" 0 = = a. Clow, Model: F-61 00 ~o <On ::n: b. Kennedy, Model: Fig. 1571-X ",. 0=2 ::0 II c. Mueller, Model: Resilient Wedge '" - d. Engineer-approved equivalent. -10 '" r- B. Butterfly Valves ~I m ill = 1. General: -::n ::;: ,--, o-=-- '-.J a. All valves rubber-seating, tight-closing type. ..,eA 6 ~ b. Securely fastened rubber seat to the valve body. G.) co c. No metal-to-metal seating surfaces permitted. d. Valves bubble-tight at rated pressure with flow in either direction. e. Valves satisfactory for throttling service, frequent operation, and very infrequent operation. f. Valve disc shall rotate 90 degrees from the full open to tight shut position. g. All valves by the same manufacturer. h. Valves shall meet the full requirements of ANSI/AWWA C504, Class 150B, and the following requirements. 2. Construction: a. Body: Cast iron ASTM A 126, Class B, or Cast iron ASTM A48, Class 40, or Ductile iron ASTM A536, Grade 65-45-12. SP-016126 Page 8 of 18 b. Valve Ends: Mechanical joints. c. Disc: Cast iron ASTM A126, Class B, or Cast iron ASTM A48, Class 40, or Ductile iron ASTM A536, Grade 65-45-12. d. Disc Edge: Nickel chrome or stainless steel 18-8 Type 316 seating edge. e. Shaft: Stainless steel 18-8 Type 304 or Type 316, one-piece solid through- shaft type, with ground and polished finish. f. Seat: Reinforced resilienttype. Acrylonitrile-butadiene or EPDM. In the valve body, not on the valve disc. Retention hardware shall be stainless steel 18-8 Type 316. g. Bearings: Sleeve type, reinforced teflon or nylon, self-lubricating. h. Seals: V-type self-adjusting packing. i. Shaft Extensions: Steel, noted on the Plans and valve schedule if required. j. Buried Operators: Traveling-nut type with AVlNlJA wrench nut as meeting requirements of ANSI/AVlNlJA C500, Section 3.16. Cast iron housing permanently lubricated and sealed from groundwater. Design to accept massive overload torque of 450 ft-Ib at full open or full closed position. Counterclockwise to open. k. Coating: Buried valves shall have manufacturer's standard exterior asphalt or epoxy coating. I. Pressure rating: 150 psi, bubble-tight closure, conforming to Class 150B requirements of ANSI/AVlNlJA C504. m. Testing: Hydrostatic and seat leakage tests in accordance with ANSI/AWVVA C504. n. Proof of Design: The manufacturer shall be prepared to show proof that the valves proposed meet the requirements of ANSI/AWVVA C504. 3. Wrap valves with polyethylene encasement. 4. Approved Manufacturers: a. DeZurik Model: BAW b. Mueller Model: Lineseallll c. Pratt Model: Groundhog d. Engineer-approved equivalent C. Tapping Valves: Use resilient-seated gate valves for tapping with one flanged end and one mechanical joint end. Wrap valves with polyethylene encasement. Clow Corporation, F-6114 or Engineer-approved equivalent. D. Valve Boxes: Furnish valve boxes for all buried valves. Boxes shall include standard or oval base as required, center section and top section with cover. Boxes cast iron with screw type adjustment. For valves on water system, the cover marked WATER. Tyler series 6650, or Engineer approved equivalent. For valves on raw water mains, the cover shall be marked WELL WATER. Tyler series 6855 item 668A, or Engineer approved equivalent. 2.0'E- HVMANTS ,,&. ,Specification Standard: AVlNlJA Standard C502. - (.,-....J " ;.= ~b - Type of shutoff: Compression. , . ,-. ca: 'f'\ (""Type of construction: Break flange or break bolt. LLI i N 3.J ~-:; Main valve opening: 4 y" inches for 12-inch and under. - ~ ~ ---' 5 Y. inches for 16-inch and above. LL ~ V ~ozzle arrangement and size: 3 nozzle - Two 2-1/2 inch hose nozzles and one 4-1/2 ;g Cinch pumper nozzle. ~ 5 -Nozzle thread: National Standard Hose Threads. 6. Type of inlet connection: Mechanical Joint. -- ----- SP-016126 Page 9 of 18 7. Size of inlet connection: 6 inch. 8. Depth of bury: Distance from ground line to top of connecting pipe shall be 5-1/2 feet minimum, or otherwise as indicated on the Plans. 9. Extensions required to adjust hydrant to finished grade, per manufacturer's recommendations. 10. Direction of opening: open to right (clockwise) 11. Packing: Conventional or O-Ring. 12. Size and shape of operating nut: 1-1/2" Standard Pentagon 13. Working pressure: 150 psi. I 14. Color: a. Finished water main: Safety Red b. Raw water main: Olive Green 15. City of Iowa City Standard Detail, see plan sheet B.05. 16. Paint: Tnemec Series 2H Primer, Tnemec Series 10 Finish B. Wrap hydrant base and barrel up to finish grade with polyethylene encasement. Slit film at hydrant base at drain-back opening. C. Approved manufacturers: 1. Clow F-2545. 2. Kennedy Guardian K-81 3. Mueller SuperCenturion 200 or 250 4. American-Darling F-2500, MK73-1 and 8-84-8. 5. Engineer-Approved Equivalent 2.06 THRUST RESTRAINT A. Mechanical Restraint: 1. Threaded Rod: 3/4" diameter stainless steel or corten. 2. Nuts: Ductile iron, corten or stainless steel. 3. Eye bolts: 3/4" diameter corten. 4. Due-Lugs: Ductile iron. 5. Collar Clamps: Minimum 3/8" thick steel, include large diameter extra thick washers. 6. Restraining mechanisms, tie rods, clamps or other components of dissimilar metal shall be protected against corrosion by hand application of a suitable coating or by encasement ofthe entire assembly with 8-mil thick (0.2 mm) loose polyethylene film in accordance with ANSI/AIMNA C1 05/A21.5. 7. Manufacturer shall be engineer approved. B. Concrete: 1. Use cast-in-place concrete thrust blocks for joints requiring restraint, which are not restrained by other means. '" 2. Minimum compressive strength of 3000 psi. 0 = = <.n ~o z: 2.07 DISINFECTION CHEMICALS ~ ' ",. -Tj ~ ;:u A. Chemicals: 0-< N - 1. ANSI/AIMNA B301, Liquid Chlorine. --le\ N r- ~-<r In 2. ANSI/AIMNA B300, Liquid Sodium Hypochlorite. rr, ". n::JJ :::r: l.J 3. ANSI/AIMNA B300, Granular or Tablet Calcium Hypochlorite. '-'7'. '2 <;; <.... POLYETHYLENE ENCASEMENT )> w 2.08 \D A. Polyethylene encasement, flat sheet or split tube, 8 mil (0.20 mm) thickness, as per ANSI/AIMNA C105, for use with all buried ductile iron and steel pipe, fittings, valves and operators, and hydrants. 2.09 TRACER WIRE A. Use tracer wire on water mains: No. 12 AWG solid copper conductor with Type THHN insulation in yellow or orange. ----- SP-016126 Page 10 of 18 B. Splices: Use 3M Vinyl Insulated Butted Seam butt connectors (MVU14BC) and 3MITCSN Heat Shrinkable cable sleeves (ITCSN-0400), Twister DM Plus Wire Connectors or Engineer-Approved Equivalent. C. Ground rod: Copperweld or Engineer-Approved Equivalent installed as shown on Plans. 2.10 SERVICE LINE MATERIALS A All water service materials shall meet or exceed current ANSI/AWWA-C800 specifications and shall be made in accordance with ASTM 8-62. The manufacturer shall furnish a certificate indicating all new materials meet the specifications. All valves, fittings and pipe shall be inspected several times during the manufacturing process and pressure tested with air under water before shipment. All water service materials shall be visually inspected before installation. Brass and copper are soft metals and care in handling shall be exercised to avoid damaging threads or distorting piping, valves or fitting bodies. 8. Water service brass for services 2 inches and smaller will be purchased from the City Water Division. The Contractor shall use the brass goods furnished by the Water Division on work under this contract only and not on private property. C. Service line: Type K copper tubing, ASTM B88, flared joint fittings, sizes as shown on the Plans. No couplings or connections will be permitted under the paving. D. Service saddles: Brass bodies, stainless steel straps, O-ring seal, AWWA taper threaded outlet, 150 psi minimum working pressure, for use with PVC water main, sizes as shown on the Plans. AY. McDonald, Smith Blair, Mueller, or Engineer-approved equivalent. E. Corporation stops: Brass bodies, AWWA taper threaded inlet, flare connection outlet for copper service pipe, 150 psi minimum working pressure, sizes as shown on the Plans. A.Y. McDonald, Mueller, or Engineer-approved equivalent. F. Couplings: Brass with flare or compression connections for copper service pipe, 150 psi minimum working pressure, sizes as shown on the Plans. A Y. McDonald, Ford, Mueller, or Engineer-approved equivalent. Couplings 2 inches and smaller will be purchased from the City Water Division. G. Curb stops: Brass bodies without drain, ball valve type, flare connection inlet and outlet for copper service pipe, 150 psi minimum working pressure, sizes as shown on the Plans. AY. McDonald, Mueller, or Engineer-approved equivalent. H. Curb boxes: Extendable two-piece type, cast iron arch pattern base section, steel pipe upper section, lid type to be selected by Engineer, total height as required to extend from curb stop body at service line to finish grade elevation as shown on the Plans. A.Y. McDonald or Engineer-approved equivalent. Curb boxes 2 inches and smaller will be purchased from the City Water Division. I. Materials purchased from the City Water Division are available at the Water Division at 2551 North Dubuque Street during normal working hours. The Water Division will provide an accounting for materials supplied and the Contractor will be required to keep records of materials used at each service connection. cry ..;r <( -- PA~T 3.00NSTRUCTION J' .- ;j=l.~J i ! i3.0~';: ~ i I EXAMINATION -j ~. C.V~ify that trench cut and excavation base are ready to receive work and excavations, LL cc ?di~ensions,.and elevations are as indicated on Plans. :.6. ~~nfy that piping system has been cleaned, Inspected and pressure tested. ~. P~rm scheduling and disinfection activity with startup, testing, adjusting and balancing, c;::.~ demonstration procedures, including coordination with related systems. ,..., 3.02 PREPARATION I ~- SP-016126 Page 11 of 18 A All mains shall be bedded with granular material from trench bottom, and up a minimum of 1-foot above the top of the main. Cost of bedding shall be considered incidental to pipe installation. B. Trench backfill shall consist of suitable backfill placed in one-foot lifts in accordance with the plans. C. At hydrant installations, backfill with granular material to 18" above bottom of hydrant stand pipe. D. Where new construction crosses or closely parallels existing utilities or utility services, excavate in advance or pipe laying; determine locate and crossing arrangements inclUding line and grade. 3.03 PIPE AND FITTING INSTAllATION A Install pipe and appurtances in accordance with AWWA C600 and C605. B. lay pipe to slope gradients noted on Plans. C. Refer to Paragraph 3.02 for trenching, backfilling, and compacting requirements. Do not displace or damage pipe when compacting. D. Handling: Handle pipe and appurtenances in such a manner as to ensure delivery to the trench in a sound, undamaged condition. Use of web slings or end hooks not allowed. E. Inspection for Defects: Before installation, inspect pipe and appurtenances for defects and, when applicable, tap the pipe with a light hammer to detect cracks. Reject defective, damaged, or unsound pipe and appurtenances. F. Cutting: Cut pipe, when necessary, in a neat and good quality manner without damage to the pipe, interior lining, and exterior coating. Perform cutting with an approved mechanical cutter, using a wheel cutter when applicable and practicable. G. Beveling: Grind smooth and bevel cut ends and rough edges using methods recommended by the manufacturer and approved by the Engineer. H. Pipe Joints: Pipe joints in accordance with AWWA C600 and C605 and as recommended by manufacturer; use minimum amount of gasket lubricant; apply to gasket only; do not apply lubricant to inside of bell. I. Cleaning and Protection of Pipelines: Clean pipe interior of foreign material before lowering into trench; keep clean at all times; when pipe laying is not in progress, including lunch breaks, nights, weekends, and other non-working periods, securely close open ends of pipe and fittings with watertight plugs. J. Pipe Deflections: 1. Deflections from a straight line or grade, as required by vertical curves, horizontal curves, or offsets, shall not exceed the manufacturer's recommendations for the type and size of pipe and joint being used. 2. If the alignment requires deflections in excess of the manufacturer's limitations, then bend fittings or a sufficient number of shorter lengths of pipe shall be utilized to provide angular deflections within the limits set forth. K. Pipe Gradient: ...., 1. In certain instances, it may be required that a positive gradient be ~intain@; for pressure lines. All such locations are noted on the Plans. :2:0::r:: 2. Where changes from positive to negative grades occur, air release or:cembin13tion \\ . _/- air release and air/vacuum valves and utility accesses required as ~I'l_own o~he ! Plans. -\ (") 1T1 L. Separation Between Water Mains and Sewer Lines: . . . :< ~ :;;: \..) 1. At locallons where water mains cross storm drains, drainage tile or sa~, se~rs and the vertical separation between the bottom of the water main and ~ top ogpe sewer or drain is less than 18 inches, or where the water main is below e seweA:lr drain, a length of pipe should be centered at the sewer to be crossed so that the joints will be approximately equal distance from the sewer. When a water main crosses under a sewer, a vertical separation of 18 inches between the bottom of the sewer and the top of the water main shall be maintained. If the sewer and/or sewer SP-016126 Page 12 of 18 service is not 18 inches above the water main, then the sewer and/or sewer service will be replaced with materials and joints that are equivalent to water main standards of construction with tight waterproof joints, for a distance of 10 feet on each side of water main. 2. Water mains shall be separated at least 10 feet horizontally from any sanitary sewer. Where this separation is not possible, the bottom of the water main shall be 18 inches above the top of the sewer and the water main shall be laid in a separate trench or in the same trench on a bench of undisturbed earth. As a minimum, the horizontal separation shall be at least 3 feet. 3. Water mains shall be separated from sewer force mains by a horizontal distance of at least 1 0 feet unless: a. The force main is constructed of water main materials meeting a minimum pressure rating of 150 psi and requirements of these standards; b. Water main is laid at least four linear feet from the sewer force main. 4. Care shall be taken in compacting the backfill beneath the sewer and any misalignment of the sewer or joints loosened shall be corrected before proceeding with the backfill. 5. No water pipe shall pass through or come in contact with any part of a sewer utility access. A minimum horizontal separation of 3 feet shall be maintained. M. Depth of Cover: The depth of cover over water mains from the top of the pipe to the ground surface shall be sufficient to prevent freezing. The minimum depth shall be 5 % feet, or otherwise as shown on the Plans. N. Installation - Valves and Hydrants 1. Set valves and hydrants on solid bearing. 2. Center and plumb valve box over valve. Set box cover flush with finished grade. 2. Install all buried valves and operators and hydrants with polyethylene encasement, 8-mil (0.20 mm) thickness, as per ANSI/AWWA C105. 3.04 PROTECTION A. Protect finished installation. B. Maintain areas free of waste materials, debris, and rubbish. 3.05 RESTRAINT A. Anchorage 1. Provide anchorage lugs for flanged or bell and spigot fittings and/or socket clamps with interconnecting tie rods where there is a possibility of pulling of the joint under pressure. B. Restrained Joint Ductile Iron Pipe 1. Provide restrained joint ductile iron pipe as indicated on the Plans. 2. Submit restrained joint styles and detailed designs by the pipe manufacturer to Engineer prior to manufacture. Include detailed laying schedules. C'1 3. Field cutting of restrained joint pipe not allowed, except for the locations that utilize a ..::r :"t; "field-cut" restrained joint end kit as provided and recommended by the pipe o :~;? manufacturer. - -.....--> I; ;2 ~~.:. These "field-cut" locations noted on the Plans shall not be used at any other ~, W ' ~ i._ locations. , <Q.. "COncrete Thrust Blocks _J ( .... '- - ""= f-L -< Provide cast-in-place concrete thrust blocks at bends, tees, and dead ends placed LL :f:: 05 against undisturbed soil. '2 0 3.0&'::; BORING AND CASING SP-016126 Page 13 of 18 A. General: Install by boring and casing certain water mains and service lines under specific highways and streets as designated on the Plans. B. Encase all water mains and service lines that cross State highways as a minimum from toe offoreslope to toe of foreslope. 1. Water lines with inside diameter greater than two (2) inches must be encased from right-of-way line to right-of-way line or as otherwise shown on the plans. 2. Pits for boring, tunneling, or jacking not permitted closer to the roadway than toe of fill in fill sections or toe of foreslopes in ditch sections or two feet from back-of-curb in urban sections. C. Casing and pipeline installations accomplished by dry jacking, augering, or tunneling methods. 1. The use of water under pressure Uetting) or puddling will not be permitted to facilitate augering, pushing, or jacking operations. 2. Some borings may require water to lubricate cutter and pipe, and under such conditions are considered dry boring. D. Conduct boring or tunneling operations in such a manner as not to be detrimental to the roadway being crossed where suitable soil conditions exist. E. If excessive voids or too large a bored hole are produced during casing or pipeline installations, or if it is necessary to abandon a bored or tunneled hole, prompt remedial action shall be taken by the Contractor, subject to the approval of an authorized representative of the lOOT or the County or City. F. Fill all voids or abandoned holes by boring, jacking, or tunneling by pressure grouting when deemed necessary by the lOOT or the County or City. Grout material shall be sand cement slurry with a minimum of two (2) sacks of cement per cubic yard and a minimum of water to assure satisfactory placement. G. Bored or tunneled installations shall have a hole diameter which shall not exceed the outside diameter of the water main or casing by more than 1-1/2 inches on pipes with an inside diameter of 12 inches or less, or 2 inches on pipes with an inside diameter greater than 12 inches. H. Minimum length of casing pipe determined by toe to toe of foreslopes of road being crossed, or right-of-way line to right-of-way line of State highway being crossed, or as shown on the Plans. I. Water main 4 inches in diameter and larger installed through casing shall have pressure treated wood skids thick enough to provide clearance between the casing and the pipe couplings strapped to the pipe before it is installed in the casing. 1. Strap four wooden skids in place at gO-degree axis points along the full length of the pipe, excluding the bell and spigot areas at both ends of the pipe. 2. Skid leading edges shall be rounded and notches cut for the strapping so the assembled unit is smooth. 3. Strapping material: Stainless steel bands or straps and not wires. 4. Install pipe and skid assembly through the casing by pushing or pulling as per the pipe manufacturer's recommendations. J. Space between the carrier pipe and the casing shall be left open and not filled. Se;99rely close ends of casing. 0 ~ K. All borings under Federal and State highways in strict accordan~ IWlth iliese specifications, the I DOT permit for the work, the lOOT Policy Manual for Acg"ommodating I I Utilities on the Primary Road System, latest revision, and requirementQt.the '!doTr- Resident Maintenance Engineer. :::2 ~ m ~.rn ~ 0 ~22 ::: ... <./' c:? 3.07 CLEANING, FLUSHING, AND DISINFECTION OF PIPING AND APPURT~NCES> A. Cleaning ..0 1. During the progress of pipe installation, thoroughly clean each piece of pipe, valve and fitting before final installation. SP-016126 Page 14 of 18 B. Flushing 1. Hydrants may be used for flushing. 2. Complete preliminary flushing prior to the disinfection of the water lines, except when the tablet method is used. The tablet method used onlv with written approval from the Engineer. 3. Flushing done at a site which will not cause damage to private or public property. 4. Preliminary flushing velocity not less than 2.5 feet/second and discharged to storm sewers or natural drainage ways. 5. The rate of flow required to produce the specified minimum velocity of 2.5 feet/second at 40 psi residual pressure is listed below: Pipe Size Flow Required to Produce (in.) 2.5 fps Velocity (GPM) 4 100 6 220 I 8 390 10 610 12 880 14 1,200 16 1,565 20 2,450 24 3,525 With 40 psi residual pressure, one 2-1/2 inch hydrant outlet nozzle will discharge approximately 1,000 GPM and a 4-1/2 inch hydrant nozzle will discharge approximately 2,500 GPM. C. Disinfection: 1. All new cleaned or replaced water mains shall be disinfected in accordance with AVIlWA Standard C651 before being put into service. 2. Continuous Feed Method: a. Flow water from the existing distribution system or other approved sources of supply into newly laid water line at a constant and measured rate. b. This water shall receive chlorine also at a constant and measured rate. c. Proportion two flows so chlorine concentration in the newly laid pipe is a I minimum of 25 mg/I free chlorine. I d. Apply chlorine solution to the water line with a pump suitable for feeding chlorine solutions. e. The point of application shall be through a tap in the new water line within 10 feet of the valve to be used for admitting water into the line. f. Manipulate valves during application of the chlorine to prevent the treatment dosage from flowing back into the line supplying the water. g. Chlorine application shall be continuous until the entire main is filled. h. Retain chlorinated water in the water line for at least 24 hours. ('") <:( i. As the chlorinated water flows past tees and crosses, related valves not used -=:- --- for isolating the water line, shall be operated to disinfect all appurtenances. ~- S '../r' ('..'\, R~j. At the end of this 24 hour period, the treated water shall contain not less than ,- ;;:;: ~>-- 10 mg/I chlorine throughout the length of the main. UJ. N U t:: k. Chlorine Solution: I N 0 1. The chlorine water solution is prepared by (1) using a vacuum-operated -' ?:,'c_ -- U- n:: gas chlorinator and booster pump for chlorine-gas solution-feed, (2) by -~ u-- ~. :.:: ? if.' 0 = = c-oJ I . SP-016126 Page 15 of 18 I , using a metering pump with liquid sodium hypochlorite, or (3) by using a metering pump with a solution prepared by dissolving calcium hypochlorite in water in the proportion required for the desired concentration. 2. A 1 percent chlorine solution requires approximately 1 pound of calcium hypochlorite (70% chlorine) in 8.5 gallons of water. 3. The table below shows the minimum rate of chlorine solution feed for a 1 percent chlorine solution for various water flow rates to obtain a 25 mgll available chlorine content. ~ ....., = = Water Feed Rate 1% Chlorine Solution Feed Rate en (GPM) (GPM) :SO ::r:: J>_\ :0."" n--< :::0 11 1'0 - , . r 100 0.25 =i c:: N -'~. r--- m ., .....1 200 0.50 II' """ --I, ::u: 0 300 0.75 O:::~ <-^ C> 400 1.00 :s ~ 500 1.25 <.D 3. Tablet Method: a. The Contractor may use the tablet method for disinfection only if written permission is given by the Engineer. b. Place 5-gram tablets of HTH 70% free chlorine or other chlorine compound of equal strength, in each piece of piping installed, in accordance with the following schedule: Pipe Sizes Length of Pipe 4" 6" 8" 10" 12" 16" 20" 24" 30" 36" (feet) 13 1 1 1 2 3 4 7 9 15 21 18 1 1 2 3 4 6 9 13 20 28 20 1 1 2 3 4 7 10 14 22 32 40 1 2 4 5 7 13 20 28 44 63 NOTE: HTH tablets to be used only on iron, steel, or concrete pipe. Continuous feed method shall be used to disinfect PVC pipe. Use of chlorine powder not acceptable. c. Secure the tablets to the upper surface of pipe at each joint by means of a food-grade adhesive such as Permatex Form-A-Gasket NO.2 and Permatex Clear RTV Silicone Adhesive Sealant, by Loctite Corporation, Kansas City, KS. d. Fill the pipe slowly with water and allowed to stand for 24 hours to effectively disinfect the piping system. If the water temperature is less than 410F (50 C), the water shall be allowed to stand for 48 hours. e. Maintain minimum of 10 mg/I free residual chlorine concentration throughout the 24 hour (or 48 hour) disinfection period. D. Final Flushing: 1. After the applicable retention period, flush heavily chlorinated water from the main until the chlorine concentration of the water leaving the line is no higher than that generally maintained in the system or less than 1 mgll. SP-016126 Page 16 of 18 2. Determine the chlorine residual to ascertain that the heavily chlorinated water has been removed from the water line. E. Samples: 1. Procedure a. After final flushing and before the new water main is placed into service, collect two consecutive sets of acceptable samples at least 24 hours apart. Collect from the end of each test section and test for bacteriological quality to show the absence of coliform organisms. b. Collect at least one set of samples from every 1200 feet of new main, plus one set from the end of the line and at least one set from each branch. c. Analyze samples after refilling the water line with potable water. d. Collect samples for bacteriological analysis in sterile bottles treated with sodium thiosulfate. e. Do not use hose or fire hydrant in collection of samples. f. Install a standard corporation cock installed in the main with a copper tube goose neck assembly, if necessary. 2. Test Failure a. If the initial disinfection fails to produce satisfactory samples, repeat flushing and disinfection until satisfactory samples are obtained. b. Use continuous feed method in these subsequent disinfections. 3. When the samples are satisfactory, perform hydrostatic pressure test. 3.08 HYDROSTATIC TEST A. Test all pressure lines for leakage after satisfactory completion of cleaning, flushing, and disinfection of piping and appurtenances. B. Subject newly laid piping or any valved section of piping to a hydrostatic pressure test for at least two (2) hours. C. Conduct pressure tests on individual piping sections between valves in order to test the integrity of the valves as well as the piping. D. The test pressure shall be 150 psi, or as directed by the Engineer. The test pressure not less than 1.25 times the working pressure at the highest point along the test section and not less than 1.5 times the working pressure at the point of testing. E. Before applying the pressure, completely expel air from the system being tested. F. Install, at Contractor's expense, corporation cocks as required at all high points in the system if necessary to completely expel all air. G. After all the air has been expelled, remove corporation cocks and plug or close prior to testing. Engineer to determine whether the corporation cocks are removed or left in place. H. Determine amount of leakage by adding water to the system by means of a pump where pressure within the system is maintained within 5 psi of the test pressure. I. Allowable leakage shall not exceed 11.65 gallons per mile per inch diameter per 24 hours for pipe in 18 foot lengths, 10.5 gallons for pipe in 20 foot lengths, and proportionally varied for other lengths at a test pressure of 150 psi. J. When testing at pressures other than 150 psi, allowable leakage shall not exceed that computed as follows: n <r:: L=NDvP - --. 7400 v:? 9 r-c C Where: L = Allowable leakage (gallons per hour) f; '--' :-=i LL1r N = Number of joints in length being tested ,\ ' -~ D = Nominal diameter of the pipe (inches) w_J N c)\:::: _.1 . "' P = Average test pressure (psi) (gauge) N '-, - >- U- N t:::4: ~~ :;"= 05= """ Q C=..-, ,.:0 C-' SP-016126 Page 17 of 18 K. When testing against closed metal-seated valves, an additional leakage per closed valve of 0.0078 gallons per hour per inch of nominal valve size is allowed. L. Perform the test against closed hydrant, with the auxiliary valve open. M. Determine acceptance on the basis of allowable leakage. N. If any test of pipe laid discloses leakage greater than that specified above, the Contractor shall, at no expense to the Contracting Authority, locate and repair the defective material until the leakage is within the specified allowance. O. Repair all visible leaks regardless of the amount of leakage. P. Damaged or defective pipe, fittings, or valves, hydrants, or joints discovered in the pressure test shall be replaced by the Contractor and the test repeated until the test results are satisfactory. PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT 4.01 WATER PIPE A. Payment by the lineal foot of pipe laid in the trench as measured, for each diameter, type, and class in the Bid Schedule. The contractor will be paid the contract unit price per lineal foot of each size of water main pipe installed. Deductions will be made from the measured length for valves and other appurtenances. The unit prices as bid shall include the furnishing of all labor, equipment and materials necessary to install the water main in accordance with the contract documents. This price also includes MJ glands, gaskets, bolts, polyethylene wrap and the installation of these items. This work shall include all excavation, installing and joining of pipe and fittings, removal and disposal of water, backfill, sheeting and shoring, disposal of excess excavated material, protection of existing structures and utilities, clean-up and all other operations unless specifically covered by other pay-items specified under this contract. 4.02 FITTINGS A. Each fitting will be measured by the pound. The contractor will be paid the unit price per pound of fitting. Weight of a fitting is defined by the specified body weight of the AWNA C 153 fitting or manufacturers equivalent standard. Gaskets, gland rings and bolts are not included in the weight and are considered incidental to the fitting. For fittings that are not available in AWNA C153 compact size, then weight will be determine!'!5PY we~t of AWNA C110 fitting. Mainline line tee(s) to the hydrants, excluding the piping t.r9m ttre tee to the hydrant, are to be considered as fittings and will be measured"'and paiCl for-r1 ~ - accordingly. This shall be considered full payment for materials, equipme@ exca~on,! installation and all associated incidental work. ~ P = m [Ti ::It U 4.03 SPECIAL FITTINGS AND COUPLINGS Q 32. C:5 A. Includes couplings, cutting-in sleeves, retainer glands, anchoring pipe aiJa couplffi9s, tapping sleeves, repair sleeves and clamps, etc. Includes accessories arrffinstallalion. Special fillings and couplings. Payment shall be considered incidental to the installation of the water main pipe. 4.04 BORED, JACKED AND TUNNELED PIPE A. Payment by the lineal foot of jacked, bored or tunneled distance called out on Plans. Includes casing pipe, skids, bands, excavation, backfill, materials, and labor. The contractor will be paid the contract unit price per lineal foot of each size of carrier pipe installed. The unit prices as bid shall include the furnishing of all labor, equipment and materials necessary to install the water main in accordance with the contract documents. This work shall include all excavation, installing and joining of pipe and fittings, removal and disposal of water, backfill, sheeting and shoring, disposal of excess excavated SP-016126 Page 18 of 18 material, protection of existing structures and utilities, clean-up and all other operations unless specifically covered by other pay-items specified under this contract. 4.05 VALVES A. Each valve will be measured as a single unit. The contractor will be paid the contract unit price for each valve installed, This shall be considered full payment for equipment, excavation, installation and materials including concrete blocking, crushed stone, bolts, gland rings, gaskets, valve box and lid, and extension if required, 4.06 HYDRANTS A. Each hydrant will measured as a single unit. The contractor will be paid the contract unit price for each hydrant installed, This shall be considered full payment for equipment, excavation, installation and materials including hydrant, isolation valve, and piping from the main to the hydrant. Main line tee(s), excluding the piping from the tee to the hydrant, are included in the bid item for "Water Main Fittings", 4.07 THRUST RESTRAINT A, Concrete thrust blocking and other restraint accessories including threaded rods, nuts, eyebolts and mechanical joints shall be considered incidental to the installation of water main fittings and hydrants, 4.08 DISINFECTION A. Disinfection of water mains shall be considered incidental to the installation of water main pipe and fittings, 4.09 TRACER WIRE A. Tracer wire shall be considered incidental to the installation of water main pipe and fittings, 4.10 POLYETHYLENE WRAP A. Polyethylene wrap shall be considered incidental to the installation of pipe, fittings, valves, and hydrants, C'1 4- ,- ~ ~ .,;;-" " '''-~' g .(C~ (" 0;:' (,0" -r \:0, ': '-:':: D ("J -,.- ::::: \-: 4- c::::. _~- _.? D- :2. Ols ,r> ~ r.~_-:) ,..; ,-> SP-016127 (NEW) ~ Iowa oepartment of Transportation SPECIAL PROVISIONS FOR SANITARY SEWER Johnson County BROS-37I5(626)--8J-52 Effective Date March 15,2005 THE ENGLISH STANDARD SPECIFICATIONS, SERIES OF 2001, ARE AMENDED "'" BY THE FOLLOWING MODIFICATIONS. THESE ARE SPECIAL PRO~IONS~ND SHALL PREVAIL OVER THOSE PUBLISHED IN THE ST ANDA:I{Dj ~ \\ SPECIFICATIONS ):7 ~ ~ F 80 rv rn l,_ I' :<.. rn ~ r-l - ~ '-./ O_d - '~^ C) ~' .. z u.> ):7 '" SP-016127 Page 2 of 14 PART 1 DESCRIPTION 1.01 SUMMARY A. Section Includes: 1. Sanitary sewer piping, fittings, joints and accessories. 2. Furnishing of material, labor and installation. 3. Precast concrete utility access sections with tongue-and-groove joints with precast concrete adjustment rings for transition to lid frame, covers, anchorage and accessories. 4. Testing for sanitary sewer and utility accesses. 1.02 REFERENCES A. This special provision references the following documents. In their latest edition, the referenced documents form a part of this special provision to the extent specified herein. In case of conflict, the requirements of this specification shall prevail. One copy of all references shall be kept on the site, readily available and accessible to the Engineer during normal working hours. B. American Society for Testing Materials: 1. ASTM A48-83 - Gray Iron Castings (Class 35). 2. ASTM A536-84 - Ductile Iron Castings (Grade 65-45-12). 3. ASTM C 139-73 - Specification for Concrete Masonry Units for Construction of Catch Basins and Utility accesses. 4. ASTM C270-89 - Standard Specification for Mortar for Unit. 5. ASTM C478 - Precast Reinforced Concrete Utility Access Sections and Steps. 6. ASTM C564 - Rubber Gaskets for Cast Iron Soil Pipe and Fittings 7. ASTM C700-75 - Vitrified Clay Pipe (VCP), Extra Strength. 8. ASTM C923 - Resilient Connectors Between Reinforced Concrete Utility access Structures and Pipes. 9. ASTM D1785 - Polyvinyl Chloride (PVC) Plastic Pipe, Schedules 40,80 and 120. 10. ASTM D2922 - Test Methods for Density of Soil and Soil-Aggregate in Place by Nuclear Methods (Shallow Depth). 11. ASTM D3017 - Test Methods for Moisture Content of Soil and Soil-Aggregate Mixtures. 12. ASTM D3139 - Joints for Plastic Pressure Pipes Using Flexible Elastomer. 13. ASTM D3212 - Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seal. 14. ASTM F714 - Polyethylene (PE) Plastic Pipe (SDR-PR) based on outside diameter C. American National Standards Institute and American Society for Testing Materials Combined Standards: 1. ANSIIASTM A74 - Cast Iron Soil Pipe and Fittings. 2. ANSI/ASTM C12 - Practice for Installing Vitrified Clay Pipe Lines. '"? 3.<( ANSIIASTM C14 - Concrete Sewer, Storm Drain, and Culvert Pipe. "6 -4:;:' ANSIIASTM C76 - Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe. r", ::: i5: 0. ANSI/ASTM C425 - Compression Joints for Vitrified Clay Pipe and Fittings. i.,..--J :2 '~:1 ;:::-ANSIIASTM C443 - Joints for Circular Concrete Sewer and Culvert Pipe, Using W N U ==Rubber Gaskets. .-J N "",- UANSI/ASTM D2321 - Recommended Practice for Underground Installation of - U- ~ ~ ~Flexible Thermoplastic Sewer Pipe. ~;; 8. ~NSI/ASTM D2729 - Polyvinyl Chloride (PVC) Sewer Pipe and Fittings. R 9. -ANSI/ASTM D3034 - Type PSM Polyvinyl Chloride (PVC) Sewer Pipe and Fittings. D. American National Standards Institute and American Water Works Combined Standards: 1. ANSIIAWWA C104 - Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for Water. SP-016127 Page 3 of 14 2, ANSI/AWWA C105 - Polyethylene Encasementfor Ductile Iron Piping for Water and Other Liquids, 3, ANSI/AWWA C111 - Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings, 4, ANSI/AWWA C150 - Thickness Design of Ductile-Iron Pipe, 5, ANSI/AWWA C151 - Ductile-Iron Pipe, Centrifugally Cast, for Wastewater and Other Liquids, 6, ANSI/AWWA C600 - Installation of Ductile Iron Water Mains and Their Appurtenances, E. American Water Works: 1, AWWA C605 - Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipe and Fittings for Water, 2, AWWA C906 - Polyethylene (PE) Pressure Pipe and Fittings, 4 in, Through 63 in, for Water Distribution, 1.03 SUBMITTALS A Include one copy of results of tests and certification reports with each shipment of materials, to include absorption and concrete compression, S, If manufacturer's test data is inadequate or unavailable, the Engineer reserves the right to require cores drilled for compressive strength tests, C, Product Data: Provide data indicating pipe and pipe accessories, D, Manufacturer's Certificate: Certify that products meet or exceed specified requirements, 1.04 QUALITY ASSURANCE A The Contractor shall employ and pay for services of the independent testing laboratory for tests required to show compliance with the specifications, Test results submitted directly to the Engineer. Selection of the testing laboratory is subject to approval of the Engineer. S, Whenever a percentage of compaction is indicated or specified, use percent of maximum density at optimum moisture as determined by ASTM D698-00a, C, Certify that pipe, utility accesses, fittings, and materials are manufactured in accordance with applicable specifications, D, Certify hat pipe materials and special fittings are manufactured in accordance with applicable specifications, Provide copies of concrete cylinder compression tests made during manufacture of precast materials, 1.05 DELIVERY STORAGE AND HANDLING A Deliver, store, and handle products in accordance with manufacturer's instructions, 1.06 PROJECT/SITE CONDITIONS A Field Measurements 1, Verify that field measurements and elevations are as indicated, S, Project Record Documents 1, Make a record of all field changes, including material and physical changes, to the Plans, Provide to the Engineer a copy of the original plans with all the changes delineated, 2. Record location of pipe runs, connections, utility accesses, cleanouts and invert elevations. r-.;: = 6 ~ 3, Identify and describe unexpected variations to subsoil conditions ~ Ql$co~ry of uncharted utilities, ~:;:o I \ Cl '" I --" c' '" -1./ m /1- :"-m ~ :--1 -:0 -"'" \.....J ~^ '2 J> W cO SP-016127 Page 4 of 14 PART 2 MATERIALS 2.01 GRAVITY SEWER PIPE MATERIALS A. Cast Iron Soil Pipe (CISP): ANSI/ASTM A74, extra heavy type, inside nominal diameters as indicated on Plans, ASTM C564 rubber gasket joints, bell and spigot type. S. Ductile Iron Sewer Pipe: ANSI/AWlNA C151, standard thickness, inside nominal diameters as shown on Plans. 1. Pipe class: 52 2. Exterior coating: a.) Polyethylene, polybond plus, 60 mil nominal thickness. b.) Protecto 401 ceramic epoxy, 40 mil nominal thickness. c.) No others will be considered. 3. Interior lining: ANSI/AWlNA C104 standard thickness cement lining. 4. Joints: ANSIIAWlNA C111, rubber gasket, push-on type. 5. Jacket: ANSI/AWlNA C105, polyethylene encasement, tube or sheet, 8-mil, thickness, installation method A, 8, or C. C. Polyvinyl Chloride Solid Wall Pipe (PVC): ANSI/ASTM D3034, polyvinyl chloride (PVC) material; inside nominal diameter as indicated on Plans, bell and spigot style rubber ring sealed gasket joint. 1. Minimum thickness 26 or 23.5. 2. PVC plastic in accordance with ASTM D1784, Cell Classification 12454-8. 3. Elastomeric gasket joints according to ASTM D3212. 4. Use for sanitary service lines only: provide granular bedding for flexible pipe as indicated on Plans. 5. Protect PVC from direct sunlight. Cover pipe or store indoors. O. Polyvinyl Chloride Composite Truss (PVCT) Pipe: 1. Semi-rigid composite pipe constructed with inner and outer polyvinyl chloride walls with truss type structure between inner and outer walls; truss voids filled with lightweight concrete. 2. Dimensional, performance, and use in accordance with ASTM 02680. 3. Rubber gasket joints, ASTM 03212. 4. Protect PVCT from direct sunlight. Cover pipe or store indoors. E. Vitrified Clay Pipe (VCP): ASTM C700-75, extra strength. 1. Factory fabricated compression joints, ASTM C425. F. Reinforced Concrete Pipe (RCP): ASTM C76. 1. Minimum Class IV, wall 8 or C pipe, reinforced as shown in Table 4 of ASTM C76. ~l 2",.,.. Rubber ring gasket type, flexible joint; O-ring gasket, or equal; conform ASTM C443. - }.? 6' minimum laying length. 9 {', :r: f.~.Q Label each piece by class and show date of manufacture. L-l lJJ < L'1j'r-:' Lining as specified hereinafter. i "" ce.-= Concrete pipe lining: ~ "" >- U a.) T-Lock, PVC Sheet Liner as manufactured by Ameron International or approved LL "'" \-<:( equivalent. :z (" ""\-->- '--':> LD PRESSURE SEWER PIPE MATERIALS 2.023 ,," A. Polyvinyl Chloride Pipe (PVC): ASTM 02241 SDR 21; PVC plastic in accordance with ASTM 01784, cell classification 12454-B. 1. Elastomeric gasket (ASTM D3212). 2. Protect PVC from direct sunlight. Cover pipe or store indoors. B. Ductile Iron Pipe (DIP): 1. AWlNAJANSI C150/A21.50 manufactured in accordance with AWlNAJANSI C151/AI21.51; thickness Class 52; coat outside with standard coating; coat inside with standard cement lining AWlNAJANSI C104/A21.4. SP-016127 Page 5 of 14 2. Mechanical or push on joints AWWAlANSI C11/A21.11. 2.03 UTILITY ACCESSES A. Standard utility accesses shall consist of precast base, precast riser sections, precast cone section (or flat slab top), precast concrete adjusting rings, steps, utility access frame and lid. B. Components 1. Utility access, frame and lid: a. Neenah R-1670, self sealing (use non-rocking in paved areas) or Engineer approved equivalent. d. Letter the word SANITARY on the lid of all sewer utility accesses. 2. Slab tops and cone sections: a. Cone sections shall be eccentric. b. Flat slab tops used only at locations indicated on the Plans. c. Place precast concrete adjustment rings on cone section or flat slab top to bring the top of the frame up to the final grade. Embed rings 1:2 mortar or cold-applied bituminous jointing compound. Total height of rings not to exceed 8". Do not use adjustment rings with bolted down covers. 3. Utility access: Reinforced precast concrete conforming to ASTM C478, 48" minimum diameter, 5" minimum wall thickness, one cage reinforcing, minimum 0.12 square inches reinforcement per lineal foot of pipe wall. Utility access suitable for AASHTO HS-20 highway loadings. 4. Utility access Steps: a. Do not furnish steps unless they are shown on plans or specifically asked for in specifications. b. Install straight on 12":1: 2" (300:1: 50mm) centers. Top step 6" below top of cone section. c. Copolymer polypropylene molded encapsulating a 2" (12 mm) Grade 60 steel re-rod. d. Model PS-1-PF as manufactured by M.A. Industries or Engineer approved equivalent. 5. Utility access base: Precast integral concrete utility access bottom section and base, or cast in place concrete, if approved by the Engineer. a. Provide smooth, semi-circular invert, same size as outlet pipe, through utility access; make curve radius as large a radius as practical for changes in flow direction; all water shall drain freely from utility access; slope floor 2" per foot toward invert. 6. Joints: Sanitary sewer utility access precast riser and cone sections with continuous rubber O-ring gasketed joints. 7. Pipe connections: a. PVC pipe connections to sanitary utility accesses: Where PVC pipe enters a new precast utility access, a watertight flexible connection meeting requirements of ASTM C 923 shall be used. Connection cast in the base. Connections shall be ALOK flexible connections or Engineer approved equivalent. Where a PVC pipe enters an existing utility access, a smooth hole core drilled and annular opening around pipe and utility accesFl"ealedgpr a watertight connection. Link Seal or Engineer approved equiva~t., ~ b. Use watertight rubber gasket or flexible sleeve precast into utility;a"~,ess:l(l!all. Il c. Connection to allow differential settlement of pipe and utility a~s wifflPut -:::: leakage. .:.~ 0 N r- 8. Drop utility accesses constructed similar to the standard utility accesse~Sp~cific b details on the drop provisions as indicated on the Plans. C'::JJ == J 9. Utility accesses in paving shall have an interior Cretex utility access Ci'\il'iiney'Seal (or approved equal) that spans from the casting ring to the cone secticilt. This ~all be incidental to utility accesses. ------ SP-016127 Page 6 of 14 2.04 PRESSURE LINE THRUST BLOCKS A. Provide thrust blocks at all fittings and dead ends for sanitary sewer pressure lines (force mains). Pour thrust blocks against undisturbed earth. After all water has been removed from the excavation, construct suitable forms to obtain shapes that will provide full bearing surfaces against undisturbed earth, as indicated on the plans. Cure thrust blocks before conducting hydrostatic tests. Take care not to over excavate in areas where thrust blocks are to be poured. Place the blocking, unless specifically shown otherwise, so that the pipe and fitting joints will be accessible for repairs. See thrust blocking details on the plans. 2.05 BORINGS A. Casing pipe: Uncoated, smooth wall welded steel pipe, ASTM A139; use for railroad, street and highway crossings or where shown on the Plans. 1. Minimum wall thickness: Pipe Diameter Wall Thickness (Inches) (Inches) 20 or less 0.375 24 0.375 30 or greater 0.375 2. Welded joints: Comply with American Welding Society Code of Arc and Gas Welding in Building Construction. 3. Bevel or space ends of pipe to insure penetration of weld for full thickness of pipe. B. PVC or CPVC pipe: Polyvinyl Chloride (PVC) or Chlorinated Polyvinyl Chloride (CPVC) Pipe: PVC sewer pipe, types PSP and PSM, shall have the following minimum wall thickness: Casino Diameter (inches) Minimum Wall Thickness (inches) PSP PSM 4 0.120 0.120 6 0.253 0.153 8 0.199 0.205 9 0.230 0.230 10 0.249 0.256 12 (maximum acceptable) 0.299 0.395 C. PVC casing pipes: PVC pipe, as specified above, may be used as casing material for casing nominal sizes of 12 inches diameter and smaller. The Contractor's unit prices for these sizes of borings and casings may be based on either welded steel or PVC casing. D. Casing skids: Sanitary sewer 4 inches diameter and larger installed through casing shall have pressure treated wood skids thick enough to provide clearance between the casing and the pipe couplings strapped to the pipe. E. Casing skid strapping material: Stainless steel bands or straps and not wires. F. Grouting for voids, abandoned holes by boring, jacking or tunneling; and annular space at ends of casing: Shall be a sand cement slurry with a minimum of two (2) sacks of cement per cubic yard and a minimum of water to assure satisfactory placement. 1. Annular space at ends at ends of casing can be sealed with concrete or grout (as N <( specified above). ~ -. 2> ~~ r~' '.-- 0:"'" , , ;2 u.J.......;: <.---- LL\ .-1/ N ot:: - N T 0 - U- "" \--4 ;~ 03: V" a = c=> ""' SP-016127 Page 7 of 14 PART 3 CONSTRUCTION 3.01 EXAMINATION A. Verify that trench cut and excavation base are ready to receive work and excavations, dimensions and elevations are as indicated on Plans. B. Inspection for defects: Before installation, inspect pipe and appurtenances for defects and, when applicable, tap the pipe with a light hammer to detect cracks. Defective, damaged, or unsound pipe and appurtenances will be rejected. 3.02 PREPARATION A. Refer to contract documents for excavation, backfill and compaction requirements. 3.03 INST ALLA TION A. Install pipe, fittings and accessories in accordance with these specifications and manufacturer's instructions. B. Lay pipe to slope gradients noted on plans; with maximum variation from true slope of 1/8" (3 mm) in 10' (3 M). C. Refer to contract documents for excavation, backfilling and compacting requirements. Do not displace or damage pipe when compacting. D. Bench Marks and Stakes: Before laying pipe, verify all measurements at site; make necessary field measurements to accurately determine sewer makeup lengths or closures. Preserve bench marks and stakes, and in case of their destruction they shall be replaced by the Engineer at the Contractor's expense. E. Handling: Handle.pipe and appurtenances in such a manner as to ensure delivery to the trench in a sound, undamaged condition. F. Begin at lowest pOint in line; lay bell ends pointing upstream. G. Cutting: Cut pipe, when necessary, in a neat and good quality manner without damage to the pipe, interior lining, and exterior coating. Perform cutting with an approved mechanical cutter, using a wheel cutter when applicable and practicable. H. Beveling: Grind smooth and bevel cut ends and rough edges using methods recommended by manufacturer. I. Assembling Pipe and Fitting Joints: 1. General: a. Assemble all joints in accordance with the manufacturer's recommendations. b. Make joints with equipment recommended by pipe manufacturer; do n'jlt,use backhoe to push joints together. _ ~ c. All joints watertight to the extent required in Paragraph 3.10. ? 0 ~ d. Remove all lumps, blisters, and excess coating matenal from tlte:ends o1Jhe JJ pipe. n -< N ,- e. Remove all oil and grease from the ends of the pipe. ':::::, 0 N 'rTl f. Wipe clean and dry the outside of the spigot end, the inside ofthe'tJe1Irancf.!t!e 0 gasket, and keep free from dirt, sand, grit, or any foreign materiats--oefore~e pipe is laid. ~/' ~) 2. Push-on Joints: ):7 U) a. Complete the procedures of 1. General. b. Place the gasket, if necessary, in the bell socket in accordance with the manufacturer's recommendations. Make sure the gasket faces the correct direction and that it is properly seated. c. Apply lubricant to the gasket and spigot end of the pipe in accordance with the manufacturer's recommendations. d. Insert the beveled end of the spigot into the gasket in the bell end of the previously laid pipe section. e. Push or pull the pipe "home" into the bell socket with care so not to damage piping, linings, coatings, or gaskets. ----- ---- SP-016127 Page 8 of 14 f. Pushing and pulling methods and means of protection of piping and appurtenances in accordance with the manufacturer's recommendations and approved by the Engineer. g. Keep the joint straight while pushing or pulling. J. Laying of Gravity Lines: 1. Lay pipe true to line and grade. 2. Use laser equipment throughout the construction to insure a close adherence to the required line and grade. 3. Check line and grade independently with level and grade rod every 100' by the Contractor. 4. Check each length of pipe both for alignment and grade as it is laid. 5. The flow lines of any two adjacent pipes in the completed line shall not vary more than 'I." from true grade nor shall the line of any two adjacent pipes vary more than y," from true line. If, after completion, any portion of the line deviates more than these tolerances, the Contractor may be required to relay that part of the line at no cost to the Contracting Authority. 6. Engineer may require one-half of these tolerances for 15" diameter pipe or smaller. K. Cleaning and Protection of Pipelines: 1. Interior of the pipe clear of all dirt and superfluous materials. 2. Whenever the pipe layers leave the trench for any reason, no matter for how short a time, effectively close the exposed end of the pipe to prevent the entrance of animals, dirt, or foreign objects. L. Wyes, risers and service connections: All service lines shall enter the sewer with a manufactured wye or tee at the location indicated on the Plans. The branch of the wye or tee rotated not less than 30 degrees, or more than 75 degrees from vertical. When riser is required, install the riser pipe in contact with the undisturbed trench wall. When riser is to be installed, encase the full length of the wye connection and bend in concrete to undisturbed trench walls. Plug the end of the riser or horizontal section of service line with a manufactured pipe plug. The end of the vertical riser section or the flow line of the end of the horizontal service line shall terminate at an elevation which will allow service to adjacent property and all levels of existing structures with a minimum slope on the entire service line of 1.0%. ' 3.04 UTILITY ACCESSES A. General 1. Place all concrete bases on a minimum of 6 inches of compacted crushed rock. 2. When exact location of existing sewers to be intercepted is not known, field adjustments may be necessary to meet the conditions found. Such adjustments shall not entitle the Contractor to any claim for extra work. 3. Utility accesses used with sanitary gravity sewers shall be watertight structures. 4. Access opening in a cone section or flat top 24" (600 mm) in diameter. I B. Restrictions on Operations N 1.<( Do not place concrete when stormy or inclement weather or temperature prevents ~ D ~ 3: good quality. ('1 ;;r:: ['2.9 Use no aggregates containing frozen lumps and do not place concrete on frozen L-I .,,; :-J >-- foundation. . .. . . . W -1 N (3.1::= With weather condlllons, begin concrete mixing and placement when ambient N >- U temperature is at least 340 F. and rising. LL e:::: """ 1--; <t .~ U3: L'" c-j 0 = "" SP-016127 Page 9 of 14 4. Concrete delivered to site must have temperature of at least 400 F. 5. Stop concrete mixing and placement when ambient temperature is 380 F. and falling. 6. Stop concrete mixing and placement when ambient temperature exceeds 950 F. 3.05 CONFLICT WITH EXISTING UTILITIES A. Provide temporary support for existing water, gas, telephone, power, and other utility services that cross trench until backfilling of the trench has been completed. B. Compact backfill under existing utility crossing to 95% maximum density; moisture content not less than 2% below optimum or more than 3% above optimum moisture content. 3.06 BORING AND CASING A. General: Install by boring and casing certain sanitary sewers and service lines under specific highways and streets as designated on the Plans. B. Encase all sanitary sewers and service lines that cross State highways as a minimum from toe of foreslope to toe of foreslope. 1. Sanitary sewer with inside diameter greater than two (2) inches must be encased from right-of-way line to right-of-way line or as otherwise shown on the plans. 2. Pits for boring, tunneling, or jacking not permitted closer to the roadway than toe of fill in fill sections or toe of foreslopes in ditch sections or two feet from back-of-curb in urban sections. C. Casing and pipeline installations accomplished by dry jacking, augering, or tunneling methods. 1. The use of water under pressure Oetting) or puddling will not be permitted to facilitate augering, pushing, or jacking operations. 2. Some borings may require water to lubricate cutter and pipe, and under such conditions are considered dry boring. D. Conduct boring or tunneling operations in such a manner as not to be detrimental to the roadway being crossed where suitable soil conditions exist. E. If excessive voids or too large a bored hole are produced during casing or pipeline installations, or if it is necessary to abandon a bored or tunneled hole, prompt remedial action shall be taken by the Contractor, subject to the approval of an authorized representative of the lOOT or the County or City. F. Fill all voids or abandoned holes by boring, jacking, or tunneling by pressure grouting when deemed necessary by the lOOT or the County or City. Grout material shall be sand cement slurry with a minimum of two (2) sacks of cement per cubic yard and a minimum of water to assure satisfactory placement. G. Bored or tunneled installations shall have a hole diameter which shall not exceed the outside diameter of the water main or casing by more than 1-1/2 inches on pipes with an inside diameter of 12 inches or less, or 2 inches on pipes with an inside diameter greater than 12 inches. H. Minimum length of casing pipe determined by toe to toe of foreslopes of road being crossed, or right-of-way line to right-of-way line of State highway being crossed, or as shown on the Plans. I. Sanitary sewer 4 inches in diameter and larger installed through casing shall heYe pressure treated wood skids thick enough to provide clearance between thE[9asing and the pipe couplings strapped to the pipe before it is installed in the casing. ~ Q :;:: -n 1. Strap four wooden skids in place at 90-degree axis points along the fullli?nroh oflti'e - pipe, excluding the bell and spigot areas at both ends of the pipe. ~ .-.:. ~ \- 2. Skid leading edges shall be rounded and notches cut for the strappiQg--'so the 111 assembled unit is smooth. _ g:; ~ --, U 3. Strapping material: Stainless steel bands or straps and not wires. S2;z '2 ); W \.0 . SP-016127 Page 10 of 14 4, Install pipe and skid assembly through the casing by pushing or pulling as per the pipe manufacturer's recommendations, J, Space between the carrier pipe and the casing shall be left open and not filled, Securely close ends of casing, K, All borings under Federal and State highways in strict accordance with these specifications, the lOOT permit for the work, the lOOT Policy Manual for Accommodating Utilities on the Primary Road System, latest revision, and requirements of the lOOT Resident Maintenance Engineer. 3,07 CONNECTION BETWEEN DISSIMilAR GRAVITY PIPE A, Use flexible special adaptors or couplings with full-width stainless steel bands as manufactured by Fernco, Inc, or engineer-approved equivalent. 8, If coupling is not available, use concrete collar 6" thick and 12" each way from joint; reinforce with 6" x 6"-W2.9 x W2,9 welded wire fabric, Concrete collar approved by Engineer prior to use, 3.08 WATERMAIN CONFLICTS A. Horizontal separation of gravity sewers from watermains: Separate gravity sewer mains from watermains by horizontal distance of at least 10' unless: 1, The top of sewer main is at least 18" below bottom of watermain, 2, The sewer is placed in separate trench or in same trench on bench of undisturbed earth at minimum horizontal separation of 3' from the watermain, 3, Other regulating authorities may reqUire more stringent limitations, B, Sewers with less than 10' lateral clearance and top of sewer less than 18" below bottom of watermain: Use ductile iron gravity sewer pipe, Ductile iron gravity sewer pipe is specified under Paragraph 2 of this section, C, Where new sewer crosses over watermain or service or where top of sewer is within 18" of bottom of watermain or service: Provide 20' length of ductile iron gravity sewer pipe centered on the watermain; backfill trench with low permeability soil for 20' length centered on crossing, 3.09 SERVICE CONNECTIONS A. Service connections where indicated on Plans or as directed by the Engineer, R Service pipe: Cast Iron Soil Pipe (CISP) or polyvinyl chloride (PVC) SDR 26 or SOR 23,5, minimum size 4", C. Wye or tee: Use fillings for service connections, 0, Watertight stopper in end of new sewer services stubbed to vacant lots; Steel fence post painted green to mark location, E Use wye or tee branch where invert of sewer is less than 10' below ground surface or where required to avoid watermain conflicts; rotate branch minimum of 300 from horizontal. cF-J Use tee branch and riser pipe where sewer invert is 12' or more below ground surface; ~ extend riser up to 10' below ground surface; conform to Standard Details, G :P-tO\nde service connections on sewers where wyes or tees were not originally installed r'. ::2 ~tif'sewer by culling out a section of main line sewer and having a wye fitting installed or ~ UJ 13oS%Wer tap made with a mechanical sewer tap machine designed for that purpose and a -1 N f~cI-.9"ry made sewer tap saddle installed, The new wye fitting or sewer tap shall have N Il "'" yiiater-tight joints, The sewer tap saddle shall not extend beyond the inside of the main '--~ 1!D&~ewer, Engineer to inspect installation prior to backfill. :..c M~ BaeRfill trench after exact location of service connection has been recorded, Two ,= "" compaction tests per service are required, 3.10 TESTING A, Leak Testing SP-016127 Page 11 of 14 1. General a. After each section of sanitary sewer between utility accesses has been completely installed and backfilled, check it for leakage using the low pressure air test. The maximum allowable infiltration or exfillration for any new sanitary sewer section is 200 gallons per inch of diameter per mile of pipe per day. Repair visual leakage at joints or leakage in excess of that specified at the Contractors expense before the sewer is accepted. This repair may include the relaying of sections of the sewer. The actual method of correction approved by the Engineer prior to performing the repair. When existing sanitary sewers which have service connections are being reconstructed or replaced, the leakage test requirements may be waived. 2. Low pressure air test a. Test in accordance with the latest ASTM C828 Specification. b. Pneumatic plugs: sealing length equal to or greater than pipe diameter. c. Pass all air through a single control panel. d. Use three separate hoses: one from control panel to pneumatic plugs for inflation; one from control panel to sealed line for introducing low pressure air; one from sealed line to control panel for continuous monitoring of air pressure rise in sealed line. e. Seal test pneumatic plugs before actual test. Place plugs in a length of pipe laid on the ground and inflate to 25 psig. Pressurize pipe to 5 psig. Plugs shall hold with no leakage or bracing the plugs to prevent movement of the plugs. f. Place plugs in the pipe at a utility access and test a continuous section of pipe and inflate to 25 psig. g. Determine test duration for the section being tested from the table below. Table ignores pipe length and uses the factor 0.47d, with d being in inches. Size Pipe Test Period Duration (Min.) 8" 4.0 10" 5.0 12" 6.0 is'' 7.0 ...., - = u c:.;, 18" 8.5:;0.:0 ;:I;; 21" FJ :::a ....!... 10.0" -<.. -- 115:jP N h- 24" II; 5i: I 27" 13.0 (")::Q '-- "",.. .. 30" 14.0 ~;:;: w U> 36" 17.0 42" 20.0 .48" 23.0 54" 25.5 60" 28.5 ----- SP-016127 Page 12 of 14 The pressure holding time is based on an average holding pressure of 3 psi gauge or a drop from 3.5 psi to 2.5 psi gauge. h. Add air to the line segment being tested until the internal air pressure of the sewer line is raised to approximately 4.0 psi gauge greater than the average back pressure of any groundwater that may be over the top ofthe pipe and at no time should the pressure in the sewer exceed 5 psi. Allow at least 2 minutes for the air pressure to stabilize. i. When the pressure has stabilized and is at or above the starting test pressure of 3.5 gauge, commence the test. Record the drop in pressure for the test period. If the pressure has dropped more than 1.0 psi gauge during the test period as determined in the table, the line is presumed to have failed. The test may be discontinued when the prescribed test time has been completed, even though the 1.0 psi gauge drop has not occurred. 3. Utility access exfiltration test ":!. 4:. a. After the sewer line has passed the low pressure air test, the utility access 2, '(is must also be tested by the Contractor before final acceptance. n ::r::. tt-b. Plug inlet and outlet of utility access and fill with water to at least 2' above top L.-J c::;: -r of highest pipe; let water stand in utility access for 1 hour and then refill to uJ _.J l- N U_ original elevation; measure water loss after a minimum of 1 hour. . 0 ~ N ;r c. Allowable utility access leakage shall not exceed 1/8" water depth per hour. U- "" \- ~i:t .~ c.- _ When visual inspection by Engineer indicates that utility access construction is ';' Ot) apparently leak proof, utility access exfiltration test may be waived by = - Engineer. If at a later date this utility access appears to be leaking, Contractor ~." <--' shall run the exfiltration test at no expense to the Contracting Authority. Contractor shall use 2' above the apparent groundwater level for this later testing. B. Deflection Test 1. Deflection tests conducted on all flexible and DIP gravity sewer pipe installed. 2. Deflection tests shall not be run less than thirty (30) days after final backfilling has been completed. 3. Deflection tests performed using a rigid ball or mandrels, having a diameter of 95% or 97% (see deflection chart) of the nominal inside diameter of the pipe and performed with the use of mechanical pulling devices. 4. Replace any section of pipe with deflection in excess of the following at no additional cost to the Contracting Authority. PIPE MATERIAL DEFLECTION LIMIT PVC, and Ductile Iron Pipe (with bituminous or plastic lining) Gravitv Sewers 5% Ductile Iron Pipe (with cement or epoxy lining) 3% C. Hydrostatic Test 1. Test all pressure lines for leakage. 2. After the pipe is laid, the joints completed, and the trench backfilled, subject the SP-016127 Page 13 of 14 newly laid piping or any valved section of piping to a hydrostatic pressure test for at least 2 hours. 3. Pressure tests conducted on individual piping sections between valves in order to test the integrity of the valves as well as the piping. 4. Test pressure to 150 psi, or as directed by the Engineer. The test pressure not be less than 1.25 times the working pressure at the highest point along the test section and not less than 1.5 times the working pressure at the point of testing. 5. Before applying the pressure, completely expel air from the system being tested. 6. Install, at no expense to Contracting Authority, corporation cocks as required at all high points in the system. 7. After all the air has been expelled, remove corporation cocks and plug or close prior to testing. Engineer shall determine whether the corporation cocks are removed or left in place. 8. Determine amount of leakage by adding water to system by means of a pump whereby pressure within the system is maintained within 5 psi of the test pressure. 9. Allowable leakage shall not exceed 11.65 gallons per mile per inch diameter per 24 hours for pipe in 18' lengths, 10.5 gallons for pipe in 20' lengths, and proportionally varied for other lengths at a test pressure of 150 psi. 10. When testing at pressures other than 150 psi, allowable leakage shall not exceed that computed as follows for PVC pipe: L=ND /P 7400 Where: L = Allowable leakage (gallons per hour) N = Number of joints in length being tested ! D = Nominal diameter of the pipe (inches) P = Average test pressure (psi) (gauge) '" 11. Ductile Iron Pipe: Installation not accepted if the leakage is greater tharEthat determined by the following formula. ~ 0 ~ )>:::; "". . = .....,.., L=SD /P (') -< N ~ 133,200 =jO N i Where: --< r- m m ;n.. L = allowable leakage (gallons per hour). O;Q .::: C.J S = length of pipe tested (feet) ::2: /'- 0 D = nominal diameter ofthe pipe (inches) ::r> 0:' P = average test pressure during the leakage test (pounds per s~are inch (gauge) psi). 12. When testing against closed metal-seated valves, an additional leakage per closed valve of 0.0078 gallons per hour per inch of nominal valve size is allowed. 13. Acceptance determined on the basis of allowable leakage. 14. If any test of pipe laid discloses leakage greater than that specified above, locate and repair the defective material until the leakage is within the specified allowance. 15. All visible leaks are to be repaired regardless of the amount of leakage. .' 16. Replace damaged or defective pipe, fittings, or valves, hydrants, or joints discovered in the pressure test and repeat test until the test results are satisfactory. D. Lamp Test: 1. All sanitary gravity sewers shall be iamped as follows: a. Prior to the leakage test, sewer line shall be "Iamped" to verify accuracy of line and grade. b. Lamping shall be between utility accesses. A full circle of light I J SP-016127 Page 14 of 14 shall appear to viewer before pipe will be considered to have passed. c. Contractor shall repair the sewer as necessary, at no cost to Contracting Authority so that sewer will pass the lamping test. E. Internal Television Inspection 1. Engineer reserves the right to televise sewer, at Contracting Authority's expense, prior to final acceptance. 3.11 FIELD QUALITY CONTROL A. If test indicates Work does not meet specified requirements, remove Work, replace and retest at no cost to Contracting Authority. PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT 4.01 PIPE A. Payment by the lineal foot of pipe laid in the trench as measured, for each diameter, type, and class in the Bid Schedule. The contractor will be paid the contract unit price per lineal foot of each size of water main pipe installed. The unit prices as bid shall include the furnishing of all labor, equipment and materials necessary to install the sewer in accordance with the contract documents. This price also includes flanges, gaskets, bolts, fillings and the installation of these items as well as connection to existing utility accesses. This work shall include all excavation, installing and joining of pipe and fittings, backfill, sheeting and shoring, disposal of excess excavated material, protection of existing structures and utilities, clean-up and all other operations unless specifically covered by other pay-items specified under this contract. 4.02 SANITARY SEWER UTILITY ACCESS A. Each sanitary sewer utility access will be measured as a single unit. The contractor will be paid the contract unit price for each sanitary sewer utility access installed. The unit prices as bid shall include the furnishing of all labor, equipment and materials necessary to install the sanitary sewer utility access in accordance with the contract documents. This work shall include all excavation, backfill, sheeting and shoring, disposal of excess excavated material, protection of existing structures and utilities, clean-up and all other operations unless specifically covered by other pay-items specified under this contract. 4.03 SANITARY SEWER PIPE REMOVAL A. Payment by the lineal foot of existing sanitary sewer pipe removed as measured. The N contractor will be paid the contract unit price per lineal foot of sanitary sewer pipe - rer!fOved. The unit prices as bid shall include the furnishing of all labor, equipment and ."- 0 materials necessary to remove the sanitary sewer pipe in accordance with the contract <-J =c !JiobIlments. This work shall include all culling, removal and disposal of pipe, excavation, LLl = -J N ib~cJSfill, sheeting and shoring, disposal of excess excavated material, protection of LL N txisting structures and utilities, clean-up and all other operations unless specifically 0,: :::=: : covered by other pay-items specified under this contract. The bypassing of the sanitary ~ Cs'eTArer shall be considered incidental to the removal of sanitary sewer pipe. L'O> = 0 = '" SP-016128 (NEW) ~ Iowa oepartmentof Transportation SPECIAL PROVISIONS FOR SECTION B - LAWNS AND GRASSES ....' c..> Q = <r' ::::0 ...1--_ Johnson County .".,. 11 )/'~ ;Xl C)-< -- N I ~-- ""-, N hl BROS-3715 (626)--8J-52 ---\ ',- ~ --'..' :=:: \--4 - fI' --:J.J -- '-" 0--- S; .-r- ? ;- ):7 c:> Effective Date March 15, 2005 THE ENGLISH STANDARD SPECIFICATIONS, SERIES OF 2001, ARE AMENDED BY THE FOLLOWING MODIFICATIONS. THESE ARE SPECIAL PROVISIONS AND SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS ----.-- SP-016128 Page 2 of 5 PART 1 DESCRIPTION 1.01 SUMMARY A. Section includes: 1. Seeding 2. Sodding 3. Watering seeded and sodded areas 4. lOOT "Metro-Mowing" 1.02 REFERENCED SPECIFICATION: A. The requirements of Section 26 of the "Standard Specifications for Highway & Bridge Construction", series 2001, by the Iowa Department of Transportation, Ames Iowa shall govern all seeding and sodding work, except as noted in this specification. 1.03 SUBMITTALS A. Product Data: For each type of product indicated. B. Product certificates. C. Planting Schedule: Indicating anticipated planting dates. 1.04 QUALITY ASSURANCE A. Installer's Field Supervision: Require Installer to maintain an experienced full-time supervisor on Project site when planting is in progress. 1.05 DELIVERY, STORAGE, AND HANDLING A. Sod: Harvest, deliver, store, and handle sod according to requirements in TPl's "Specifications for Turfgrass Sod Materials" and "Specifications for Turfgrass Sod Transplanting and Installation" in its "Guideline Specifications to Turfgrass Sodding." 1.06 LAWN MAINTENANCE A. Begin maintenance immediately after each area is planted and continue until acceptable lawn is established, but for not less than the following periods: 1. Seeded Lawns: 60 days from date of Substantial Completion. 2. Sodded Lawns: 30 days from date of Substantial Completion. B. Mow lawn as soon as top growth is tall enough to cut. Remove no more than 40 percent of grass-leaf growth in initial or subsequent mowings. C. Mow- seeded and sodded areas according to the "Metro- Lawn" Mowing requirements of the lOOT Standard Specifications for Highway and Bridge Construction, latest edition. PART 2 PRODUCTS 2.01N SEED Pf. Se~pecies: State-certified seed of grass species, as follows: 9 1::,<:: (33eed Mix Type 1 - 'Lo-Gro' Grass Seed Mix o ;a ED:-_ a. 20 percent 'Imagine' Perennial Rye W ~;::: b. 20 percent 'Penn Lawn Creeping Red Fescue' _i ~ u U c. 10 percent 'Warwick' Turf Type Hard Fescue LL c:: r _ d. 50 percent Full's Alkali Grass :~ U ~pply the above described mix at 6 pounds per 1,000 square feet. :g 0 R} 2. Seed Mix Type 2 - lOOT Stabilizing Crop Seed Mix a. As required in lOOT Standard Specifications 3. Seed Mix Type 3 - lOOT Urban Seed Mix (Modified) a. 70 percent 'Baron' Bluegrass Seed b. 10 percent 'Regal' Perennial Rye SP-016128 Page 3 of 5 c. 20 percent Penn Lawn Creeping Red Fescue Apply the above described mix at 4 pounds per 1,000 square feet. 2.02 TURFGRASS SOD A. Turfgrass Sod: Certified sod complying with TPI's "Specifications for Turfgrass Sod Materials" in its "Guideline Specifications to Turfgrass Sodding." Furnish viable sod of uniform density, color, and texture, strongly rooted, and capable of vigorous growth and development when planted. B. Turfgrass Species: Bluegrass blend 2.03 PLANTING MATERIALS A. Fertilizer: 1. Application of fertilizer shall be "Starter" fertilizer with an analysis of 6N, 24K205,24K2). Apply fertilizer to indicated turf areas at a rate equal to 650 p~nds I per acre. Fertilizer may be applied with seed and mulch during ~drosee.ding operations. S- 0 ~~ I .c-:: ) :;;; I -,~,:::; """, \l , -< ~ F n :'--;0 '" ill I ../, ' - ..... fTl -:c' r--1. PART 3 CONSTRUCTION ;=,;2 ~ \.....J </' .' <:.. .:;- 3.01 LAWN PREPARATION ):7 0 A. Newly Graded Subgrades: Loosen subgrade to a minimum depth of 4 inches Remove stones larger than 1 inch in any dimension and sticks, roots, rubbish, and other extraneous matter and legally dispose of them off Contracting Authority's property. 1. Apply fertilizer directly to subgrade before loosening. 2. Thoroughly blend planting soil mix off-site before spreading or spread topsoil, apply soil amendments and fertilizer on surface, and thoroughly blend planting soil mix. 3. Spread planting soil mix to a depth of 4 inches not less than required to meet finish grades after light rolling and natural settlement. Do not spread if planting soil or subgrade is frozen, muddy, or excessively wet. B. Unchanged Subgrades: If lawns are to be planted in areas unaltered or undisturbed by excavating, grading, or surface soil stripping operations, prepare surface soil as follows: 1. Remove existing grass, vegetation, and turf. Do not mix into surface soil. 2. Loosen surface soil to a depth of at least of 4 inches Apply fertilizers according to manufacturer's instructions and mix thoroughly into top 4 inches of soil. Till soil to a homogeneous mixture of fine texture. 3. Remove stones larger than 1 inch in any dimension and sticks, roots, trash, and other extraneous malter. 4. Legally dispose of waste material, including grass, vegetation, and turf, off Contracting Authority's property. C. Finish Grading: Grade planting areas to a smooth, uniform surface plane with loose, uniformly fine texture. Grade to within plus or minus 11:. inch of finish elevation. Roll and rake, remove ridges, and fill depressions to meet finish grades. Limit fine grading to areas that can be planted in the immediate future. D. Moisten prepared lawn areas before planting if soil is dry. Water thoroughly and allow surface to dry before planting. Do not create muddy soil. E. Restore areas if eroded or otherwise disturbed after finish grading and before planting. 3.02 SEEDING A. According to lOOT Standard Specifications for Roadway and Bridge Construction" latest edition. 3.03 SODDING SP-016128 Page 4 of 5 A. Lay sod within 24 hours of harvesting. Do not lay sod if dormant or if ground is frozen or muddy. B. Lay sod to form a solid mass with tightly fitted joints. Butt ends and sides of sod; do not stretch or overlap. Stagger sod strips or pads to offset joints in adjacent courses. Avoid damage to subgrade or sod during installation. Tamp and roll lightly to ensure contact with subgrade, eliminate air pockets, and form a smooth surface. Work sifted soil or fine sand into minor cracks between pieces of sod; remove excess to avoid smothering sod and adjacent grass. 1. Lay sod across angle of slopes exceeding 1 :3. 2. Anchor sod on slopes exceeding 1:6 with wood pegs or steel staples spaced as recommended by sod manufacturer but not less than 2 anchors per sod strip to prevent slippage. C. Saturate sod with fine water spray within two hours of planting. During first week, water daily or more frequently according to IDOT specifications. 3.04 SATISFACTORY LAWNS A. Satisfactory Seeded Lawn: At end of maintenance period, a healthy, uniform, close stand of grass has been established, free of weeds and surface irregularities, with coverage exceeding 90 percent over any 10 sq. ft. and bare spots not exceeding 5 by 5 inches B. Satisfactory Sodded Lawn: At end of maintenance period, a healthy, well-rooted, even- colored, viable lawn has been established, free of weeds, open joints, bare areas, and surface irregularities. C. Reestablish lawns that do not comply with requirements and continue maintenance until lawns are satisfactory. PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT 4.01 SEEDING A. Payment by the acre for "Seed and Fertilize" and "Stabilize Crop - Seed and Fertilize" work as measured by the Engineer. Seeding areas to be measured by the Engineer in acres upon satisfactory completion. The Contractor will be paid the unit price for the number of acres of seeding and fertilizing. This payment shall be full compensation for preparing the area and furnishing all materials, equipment, tools, and labor necessary to complete the work according to the contract documents. It includes removal of rock and other debris from the area, filling gullies and washes, preparing the seedbed, furnishing and placing seed including any treatment required, furnishing and placing fertilizer, and other care during the care period. Payment will not be allowed for any area seeded until all seeding of the area permitted by the season is completed and until the fertilizer and mulch are placed. 4.02 MULCH A. Payment by the acre for mulch as measured by the Engineer. Areas to be measured by the Engineer in acres upon satisfactory completion. The Contractor will be paid the unit price for the number of acres of mulch provided for seeded areas. This payment shall be full compensation for preparing the area and furnishing all materials, equipment, tools, and labor necessary to complete the work according to the contract documents. N 4.OS~ WOOo EXCELSIOR MAT 91. 'f~yment by the square for "Slope Protection, Wood Excelsior Mat (RC-14)" and "Special n ~ b:litcb Control, Wood Excelsior Mat" as measured by the Engineer. Areas to be measured l~ ~fihe Engineer in squares upon satisfactory completion. The Contractor will be paid the _J ~ .unit:price for the number of squares of wood excelsior mat installed. This payment shall - ~ LL c-.:: be .f~1 compensation for preparing the area and furnishing all materials, equipment, tools, .,.-::; ai1~;rabor necessary to complete the work according to the contract documents. <r.> 0 = ,"" '" -- I SP-016128 Page 5 of 5 - 4.04 SODDING A. Payment by the square for "Sodding" as measured by the Engineer. Areas to be measured by the Engineer in squares upon satisfactory completion. The Contractor will be paid the unit price for the number of squares of sodding installed. This payment shall be full compensation for preparing the area and furnishing all materials, equipment, tools, and labor necessary to complete the work according to the contract documents. It includes removal of rock and other debris from the area, filling gullies and washes, preparing the seedbed, furnishing, placing and staking sod including any treatment required, furnishing and applying pre-emergence weed control chemicals and weed control chemicals for broadleaf weeds, mowings and other care during the care period. Payment will not be allowed for any area sodded until all sodding of the area permitted by the season is completed and until the wood excelsior mat is placed. 4.05 WATERING A. Payment by the megagallon for watering of "Sodding", "Slope Protection, Wood Excelsior Mat (RC-14)" and "Special Ditch Control, Wood Excelsior Mat" as measured by the Engineer in accordance with Articles 2601.21. The Contractor will be paid the unit price for the number of megagallons applied. This payment shall be full compensation for all materials, equipment, tools, and labor necessary to complete the work according to the contract documents. ,..., c-:.:. 0 = "-" :2:0 ~ :' \l )C.> :::::; :;? -< - 0 ,'0 \--- :::::;0 r.,) rn -<i-- - [11 l?'. f~ n22 - '-.j 'S/'- 9 ~ - y- o I SS-01014 (Replaces SS-01002) I+~ IOwa Department of Transportation .., SUPPLEMENTAL SPECIFICATIONS FOR HOT MIX ASP HAL T N <= 0 <= ~~ (GYRATORY MIX DESIGN FOR LOCAL SYSTEMS) SO ~. II 'P :p::::; :::0 -- . --'.. '" ,- Effective Date q '" rT\ _,0 April 30, 2002 --'..r; ~ ."--', - r ',-I -:;::, <? q7'- z .<:" --.-. THE STANDARD SPECIFICATIONS, SERIES 2001, ARE AMENDED BY THE FOLLSWING 0 MODIFICATIONS AND ADDITIONS. THESE ARE SUPPLEM ENTAL SPECIFICATIONS AND THEY SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS. 01014.01 DESCRIPTION. This work shall consist of mixture design, production, placement, and compaction of hot mix asphalt (HMA) mixture using proper quality control practices for the construction of surface, intermediate, or base course on a prepared subbase, base, or pavement, to the proper dimensions specified in the contract documents. The surface course is the upper lift for a wearing surface of a designated thickness. The intermediate course is the next lower lift or lifts of a designated thickness. Leveling, strengthening, and wedge courses shall be of the intermediate course mixture. The base course is the lift or lifts placed on a prepared subgrade or subbase. The Contractor shall be responsible for all aspects of the project, provide quality control management and testing, and maintain the quality characteristics specified. Ouality Management - Asphalt (OM-A) shall apply to contracts with HMA quantities of 5000 tons (5000 Mg) or greater. The Contractor shall meet the requirements of Section 2521 of the Standard Specifications and Materials LM. 510 and 511, On contracts with less than 5000 tons (5000 Mg), the Contractor has the option to perform mix design and quality control. If the Contractor does not exercise this option the Engineer will be responsible for the mix design and quality control utilizing the Supplemental Specification for Hot Mix Asphalt (Marshall Mix Design). This does not change the mix requirements from gyratory to Marshall. The Supplemental Specification for Hot Mix Asphalt (Marshall Mix Design) is available is available from: Office of Contracts Iowa Department of Transportation 800 Lincoln Way Ames, IA 50010 Phone (515) 239-1414 SS-01014, Page 2 of 21 Terminology in this Supplemental Specification was changed from previous Specifications as follows: . "hot mix asphait" was "asphalt cement concrete" . "asphalt binder" was "asphalt cement" . "intermediate course" was "binder course" . "gyratory mix design" was "Superpave mix design" . "ESAL level and mix size" was "mix type and class" 01014.02 MATERIALS AND EQUIPMENT. Materials used in these mixtures shall meet the following requirements: A. Asphalt Binder. The Performance Graded asphalt binder, PG XX -XX, will be specified in the contract documents to meet the climate, traffic, and pavement conditions. The asphalt binder shall meet the requirements in AASHTO MP1. B. Aggregates. 1. Individual Aggregates. he.aggregate wpe shOWn in Materials I.M. .510. Appendix A. shall be used unless specified inl e lans! Virgin mineral aggregate shall meet the following requirements: VIRGIN MINERAL AGGREGATES Mixture A re ate T e A re ate Re uirement Base B Section 412 Intermediate and Surface B Section 4126 Intermediate and Surface A Section 4127 r\l\~~er.l tR9[iA_9 gf.mixtQre it .B9J~f)9~ifigg, 1.{4iB~t.1 (12:lifixlmlmixtyr\? (Rail g~\:Itgg.~ When the frictional classification of the aggregate is specified, the contract documents will specify the amount, position in the structure, locations, and types specified. The aggregate shall be furnished from a source identified in Materials I.M. T-203 as having the specified frictional classification. 2. Blended Aggregates. It is the Contractor's option to design mixes outside the "restricted zone." tNhen:the size ofrriixture is not specified. 1/2 inch (12.5 mm) mixture shall be used.: N The blended aggregates shall meet the following combined aggregate requirements. ~ <( <: 9 ....L:r' ,..... b:===' i_.J ;;a: W UJ _.Jr N ~)t::: --' N U - >- LL :.:; t=: ~.s:. U- -< ..n 6 = => "" SS-01014, Page 3 of 21 Aggregate Gradation Control Points Mix Size - Control Points /% Dassinal 1 inch 3/4 inch 1/2 inch (~/8 inc~l /25mm) (19mm) /12.5 mml 9.5mm Sieve Size min. max. min. max. min. max. min. max. 1 1/2 inch /37.5 mm) 100 1 inch (25 mm) 90 100 100 3/4 inch /19 mm) 90 90 100 100 1/2 inch (12.5 mm) 90 90 100 100 3/8 inch /9.5 mm) 90 90 100 No. 414.75 mm) 90 No.8 (2.36 mm) 19 45 23 49 28 58 32 67 No. 200 (75~m\ 1 7 2 8 2 10 2 10 Consensus Properties Design Minimum Fine aggr Sand Flat & ESALs Layer Percent (millionsl Crushed Angularity Equivalent Elongated <0.1 all (1) --- 40 --- surface 0.1-0.3 intermediate (1) --- 40 .-- base surface 40 ,...., 0.3-1.0 intermediate (1) 40 40 10- = 0 = base --- en ~- (1) :. '.' . The minimt,im percent cruslwd,Shifwn IQ 11 Malenals I.M. 510; AooendixA; shall be used unless specified In lhe olansl - -<J AJ 0' N ,.. ::.:::C' N fTl C. Recycled Asphalt Pavement. :<: r RAP shall be from a source designated in the contract documents, a certified stockpile,;2! gj S; f""l '--.J unclassified reclaimed asphalt pavement furnished by the Contractor subject to the follo.wing; C:5 limitations: :f; ;.:. .- 0 1. Designated RAP. When RAP is taken from a project, or is furnished by the Contracting Authority, the contract documents will indicate quantity of RAP expected to be available. The Contractor is responsible for salvaging this material unless otherwise specified in the contract documents. The RAP not used shall be incorporated into other parts of the project or placed in active stockpiles as directed in the contract documents. The Contracting Authority will test samples of this material. For mix design purposes, the amount of asphalt binder in the RAP will be based on extraction tests. The Contractor shall designate the exact proportions of RAP material in the hot mix within the allowable range. When the work is completed, the Contractor shall return unused material to the stockpile or other designated location, rebuild the stockpile, and restore the area, in accordance with Article 1104.08 of the Standard Specifications. Test information, if known, will be included in the contract documents. 2. Certified RAP. The RAP must be from a known source and of the proper quality for the intended use, with no material added from other sources during the time in stockpile. The Contractor must certify to this before use. RAP from not more than two known sources at a time will be allowed. SS-01014, Page 4 of 21 Certified RAP may be used in the base and intermediate course of mixes for which the RAP aggregate qualifies, RAP may also be used in surface courses when authorized by the Engineer. Not more than 30% of the asphalt binder in a final surface course mixture shall come from the RAP. A certified RAP stockpile shall be sealed or protected in accordance with Materials LM, 505, 3. Unclassified RAP, Up to 10% of unclassified RAP may be incorporated into HMA intermediate mixes for under 3,000,000 ESALs and all base mixes with the following safeguards: a. Unclassified RAP shall not be used in surface courses, b, Unclassified RAP shall not be used in intermediate or base mixtures containing designated or certified RAP, c. The Engineer must inspect the unclassified RAP stockpile visually for uniformity, Unclassified RAP stockpiles containing concrete chunks, grass, dirt, wood, metal, coal tar, or other foreign or environmentally restricted materials shall not be used, unless approved by the Engineer. If foreign material is discovered in any unclassified stockpile, the Engineer may stop the continued use of the pile, d. Representative samples will be taken by the Engineer. These samples are to be tested for gradation and asphalt content. I e. No credit will be given for crushed particles, f. Stockpiles, when used, shall be worked in such a manner that the materials removed are representative of a cross section of the pile, D, Hot Mix Asphalt Mixture. The job mix formula (JMF) is the percentage of each material, including the asphalt binder, to be used in the HMA mixture, The JMF gradation shall be within the control points specified for the particular mixture designated and shall establish a single percentage of aggregate passing each required sieve size, If the asphalt binder demand for the combination of aggregates submitted for an acceptable mix design exceeds the basic asphalt binder content by more than 0,75%, the mix design will include an economic evaluation prepared by the Contractor, This evaluation will be based on past job mix history, possible aggregate proportion changes, and aggregate availability and haul costs for any changes or substitutions considered, The basic asphalt binder content is the historical, nominal mixture asphalt binder content, expressed as percent by weight (mass) of the asphalt binder in the total mixture, The following values, based on mixture size and aggregate type, shall apply, BASIC ASPHALT BINDER CONTENT (%) N <( ~ / M"lXture Size Aggregate 1 inch 3/4 inch 1/2 inch 3/8 inch 9 ~;:C Type (25mm) (19mm) (12.5mm) (9,5mm) ,r"',; ~' ~nterTl1e~te and Surface A 4,75 5,50 6,00 6.00 l' , Interm.!diale and Surface B 5,25 5.75 6,00 6,25 .i-l I ~ase-J '0 B 5,25 6,00 6,00 6,25 ---' LL r ~ t::<C ::= 0:;;: ~ 0 r:;;;;l ~- c--l SS-01014, Page 5 of 21 The Engineer may approve the substitution of any mixture which meets requirements for a higher mixture than specified in the contract documents at no additional cost to the Contracting Authority. The Contractor shall prepare gyratory HMA mixture designs for all base, intermediate, and surface mixtures. The gyratory design procedure shall follow the procedure in Materials I.M. 510. The gyratory mixture designs submitted shall comply with the following criteria. DESIGN COMPACTION REQUIRED DENSITY FILM ESALs LAYER LEVELS (% of Gmm) VFAl11 THICK F:B ( '11' ) N N N Nini N." (target) Nm" ( ) ml Ion lni des max (max) [air voids] (max) IJm <0.1 All 7 68 104 92.5 97.0[3.0] 9B.5 75-B5 8-13 ~.~- Surface 92.0 96.5 [3.5] 9B.0 70-80 06- 0.1-0.3 Intermediate 7 68 104 92.0 96.5[3.5] 9B.0 70-BO B-13 1'4 Base 92.5 97.0 f3.oi 9B.5 75-85 . Surface 90.5 96.0 [4.0J 65-78 0.3-1.0 Inte~iate 7 76 117 ~ 96.0[4.0] 98.0 ~ 8-15 ~'.~- base "I B8 n 04 1J2.0 96.513;51 170-80. '" VFA is recommended cnteria, but not required for mix design approval. Mix Size Minimum VMA The gyratory compactor used for design and field control shall meet the AASHTO PP 38 protocol. Compactors for which compliance with this protocol is pending may be used at the discretion of \!l9 District Materials Engineer. 0 ~ <1'1 -=: The HMA mixture designed shall meet gyratory design and mixture criteria correspondi'!Q:~he Sl;;e Il of the mixture and the 20 year design traffic level (ESALs) for the project or an appropriate desigr.G .- level as specified in the contract documents. ~. ' n N r.l -/' 1'-- t I -..,.....,-, P -1 E. Other Materials. - '::D --- U r',. _ ~7' 0 --=-- ~. 1. Tack Coat. )> r Tack coat may be SS-1, SS-1 H, CSS-1, or CSS-1H. Mixing of CSS and SS grades will not bea permitted. RC-70 and Me 70 may also be used after October 1, at the Contractor's option. 2. Hydrated Lime. Hydrated lime shall meet the requirements of AASHTO M 17, except that the gradation shall be determined in accordance with AASHTO T 11. Section 4193 of the Standard Specifications shall not apply. Hydrated lime will not be considered part of the aggregate when determining the JMF and the filler/bitumen ratio. If more than 50% of the total (virgin and RAP) aggregates is quartzite, granite, or other siliceous aggregates (not limestone or dolomite) which is obtained by crushing from ledge rock, hydrated lime will be required in the affected surface mixtures for routes over 300,000 ESALs. Hydrated lime will not be required for base repair, patching, or temporary pavement. When hydrated lime is required based on aggregate source, the Contractor may arrange for moisture sensitivity evaluation of the proposed HMA mixture design according to AASHTO T 283. When results of this evaluation indicate more than 80% tensiie strength retained (TSR), hydrated SS-01014, Page 6 of 21 lime will not be required. Confirmation of AASHTO T 283 test results will be completed by the Central Materials Laboratory during placement of the test strip. 3. Sand for Tack Coats. Sand shall meet requirements of Section 4109, Gradation NO.1 of the Standard Specifications. 4. Fabric Reinforcement. Fabric reinforcement shall meet requirements of Article 4196.01, D, of the Standard Specifications. F. Equipment. The Contractor shall provide sufficient equipment of the various types required to produce, place, and compact each layer of HMA mixture as specified. Equipment shall meet requirements of Section 2001 of the Standard Specifications with the following modifications: 1. Plant Calibration. When the plant is completely assembled and before any mixture is produced, each aggregate feed shall be calibrated throughout an operating range wide enough to cover the proportion of that material required in the ..MF. For continuous and drum mixing plants, the asphalt binder metering pump shall be calibrated at the operating temperature and with the outlet under pressure equal to that occurring in normal operations. Each plant scale and metering system shall be calibrated before work on a contract begins. The Engineer may waive calibration of permanent plant scales when a satisfactory operational history is available. The Engineer may require any scale or metering system to be recalibrated if operations indicate it is necessary. Calibration curves shall be available in the plant laboratory. New calibration curves shall be made each time there is a change in size or source of any aggregate being used. On all plants, aggregate samples shall be taken in accordance with Materials LM. 204 to determine that materials are being proportioned in accordance with the specifications. 2. Paver. Article 2001.19 of the Standard Specification shall apply. When placing paved shoulders, spreaders described in Article 2001.13, D, of the Standard Specifications. may be used for all but the top lift. 3. Rollers. For initial and intermediate rolling. sel~propelled. steel tired, pneumatic tired, or vibratory rollers meeting requirements of Article 2001.05, B, C, or F, of the Standard Specifications shall be used. Their weight (mass) or tire pressure may be adjusted when justified by conditions. For finish rolling, self propelled, steel tired rollers or vibratory rollers in the static mode meeting requirements of Article 2001.05, B or F, of the Standard Specifications, shall be used. "::'. 4. Sc~s. -:: Article:2!)01.07, S, of the Standard Specifications shall apply to all paving operations regardless D /~ _of the ~thod of measurement. 0 _ 1.1-- ~ ~ - W ~r /-,1.-- N -J '-- I U ---' N -- ('>- --d'.: U-- 0:: GO: ~ U.",- '-'" 6 = = """ SS-01014, Page 7 of 21 01014.03 CONSTRUCTION A. Surface Preparation. The existing surface shall be cleaned and prepared in accordance with Section 2212 of the Standard Specifications. 1. Maintenance of tile Subgrade and Subbase. The Contractor is responsible for the maintenance of the completed subgrade and subbase to the required density, true cross section, and smooth condition, prior to and during subsequent construction activities. If rutting or any other damage occurs to the subgrade or subbase as a result of hauling operations, the Contractor shall immediately repair the subgrade and subbase, and such repair will include, if necessary, removal and replacement at the Contractor's expense. Should traffic by others authorized to do work on the project be specifically permitted by the Engineer to use loads which exceed the Contractor's self imposed limit, the Contracting Authority will pay repair costs set by the Engineer, representing an increase in cost of repair 01 damage, if any, caused by such traffic. 2. Tack Coats. Tack coats shall be applied when the entire surface area on which the coat is to be applied is free of moisture. They shall not be applied when the temperature on the surface being covered is less than 250F (-4oC). The Contractor shall place a tack coat on the area to be covered, and unless otherwise directed, the tack coat shall be spread at an undiluted rate of 0.02 to 0.05 gallon per square yard (0.1 to 0.2 Llm\ The tack coat emulsion may be diluted with water to improve application. A light application of sand cover may also be required, but this is anticipated only for excessive application rates, breakdowns, and short sections remaining at the end of a day's run. On highways being constructed under traffic, safety and convenience to the public without soiling their vehicles shall be a controlling factor. Tack coat shall be adequately cured prior to placement of the HMA. Tack coat applications shall be limited in length, to minimize inconvenience to the public. They shall be kept within the hot mixture placing work area that is controlled by flaggers at each end, and shall be planned so that they will be covered with hot mixture when the work area is opened to traffic at the end of the day's work. If the tack coat surface becomes dirty from weather or traffic, the surface shall be thoroughly cleaned and, if necessary, retacked. The vertical lace of exposed, longitudinal joints shall be tacked as a separate operation, bl}!ore the adjoining lift is placed, at a rate from 0.10 to 0.15 gallon per square yard (0.5tlO.7 Llm~~. The vertical surfaces of all fixtures, curbs, bridges, or cold mixture with which the ""tf.1ixtu~~ill come in contact shall be lightly painted or sprayed to facilitate a tight joint with the}reWj mixtuse. ]l c: -<. rV .- 3. Fabric Reinforcement. ::3 Q rV i-n When fabric reinforcement is required. the locations will be designated in the contract\d.~cun~!'tnts. [---\ Fabric shall not be placed on a wet or damp surface or when the road surface is less-;than 51tE ,-.-I (10.C). Fiberglass labric shall be applied only with an adhesive recommended by tbi /' 9 manufacturer. Fabrics with an adhesive backing shall be placed in accordance with lfle r- manufacturer's recommendations. c:> Other fabrics shall be placed with a heavy coat of the asphalt binder grade used in the HMA mixture applied at a rate of 0.20 to 0.25 gallons per square yard (0.9 to 1.1 Llm2) and at a temperature between 2950F and 3150F (1450C to 1600C). The fabric reinforcement shall be placed in accordance with the contract documents (full width or individual crack or joint treatment). The fabric shall be placed immediately following the adhesive SS-01014, Page 8 of 21 or asphalt binder placement under the fabric. Placement may be by hand or by a mechanical method specifically designed for this purpose. Precautions shall be taken to avoid wrinkles in the fabric and to insure that air bubbles are removed without breaking the fabric. Wrinkles or folds which cannot be removed by brushing shall be cut and lapped to provide a smooth surface. Additional adhesive or asphalt binder may be required to produce a tight, bonded surface. When applied full lane width, the minimum transverse and longitudinal lap shall be 12 inches (300 mm). The Contractor shall avoid application of the tack coat over longitudinally placed fabric. Traffic shall not be allowed over the fabric during placement and during curing of the adhesive material to avoid damage to the fabric. A light application of HMA mix material may be hand sprinkled on the fabric to prevent damage from necessary equipment traffic. Fabric that is damaged or soiled prior to HMA overlay shall be repaired at no additional cost to the Contracting Authority, when directed by the Engineer. Sanding, at no additional cost to the Contracting Authority, may also be required by the Engineer during this period. B. Handling, Production, and Delivery. 1. Hot Mix Asphalt Plant Operation. The plant operation shall comply with the following requirements: a. Handling Mineral Aggregate and RAP. The various aggregate products used shall be kept separate, and adequate provisions shall be made to prevent intermingling. Stockpiling and processing shall be handled in a manner that will ensure uniform incorporation of the aggregate into the mix. The various aggregates shall be separately fed by feeders to the cold elevator in their proper proportions and at a rate to permit correct and uniform temperature control of heating and drying operations. b. Handling Asphalt Binder. The asphalt binder shall be brought to a temperature of 2600F to 3300F (1250C to 165OC) before being measured for mixing with the aggregates. The temperature between these limits may be further reguiated according to the characteristics of the mixture, method of proportioning, and viscosity of the asphalt binder. Modified asphalt binder should be heated I according to the suppliers recommendations. c. Handling Hydrated Lime. I The lime must be accurately proportioned by a method acceptable to the Engineer. 1) Hydrated Lime Added to a Drum Mixer. The hydrated lime shall be added at the rate of 0.75% by weight (mass) of the total aggregate (virgin and RAP). The hydrated lime shall be added to a drum mixer by one of the following methods: N a) Added to the virgin aggregate on the primary feed belt, as lime water slurry. - <C <: 9 ::,:::~ b) Thoroughly mixed with the total combined aggregate if the aggregate contains at C r'. -~ cc_ ,--, ;a: LLl least 3% total moisture. W ~.......: - ; .-i N Ul- c) Added to the Type 2 or Type 3 virgin aggregate in a moist condition, and then N ,>-U LL ~ f-- ........ mixed with the total combined virgin aggregate. ..0< <- 0-,0 :> '-'" Q = = "'" SS-01014, Page 9 of 21 Alternative methods for mixing must be reviewed and approved by the Engineer. Hydrated lime shall not be introduced directly into a drum mixer by blowing or augering. 2) Hydrated Lime Added to a Batch Plant. Hydrated lime shall be added at the rate of 0.5% by weight (mass) of total aggregate (virgin and RAP). It shall be Introduced to a batch plant by one of the following methods: a) Placed on the recycle belt which leads directly into the weigh hopper. b) Added directly into the pugmiil. c) Added directly into the hot aggregate elevator into the hot aggregate stream. In any case, the lime must be introduced prior to the start of the dry mix cycle. When any of the above methods for a batch plant is used, the hydrated lime will be considered part of the JMF. d. Production of Hot Mix Asphalt Mixture. The exact proportions of the various materials shall be regulated within the limits specified so as to produce a satisfactory bituminous coating and mixture. The aggregates shall first be mixed dry, then the asphalt binder shall be added. In batch plants, the asphalt binder shall be added In an evenly spread sheet over the full length of the mixer box. In continuous plants, the asphalt binder shall be sprayed evenly into the aggregate by a positive pressure spray within the first 30% of the length of the mixer box. In drum mixing plants, the asphalt binder shall be sprayed evenly into the aggregate by a positive pressure spray. Coating aids may be added, subject to approval of the Engineer. The mixer shall be operated so that the mixture is of consistently uniform temperature and, as discharged from the mixer, will not va ry more than 200F (11 "C). The temperature of the mixtures shall not exceed 3300F (1650C) unless approved by the Engineer. '-' = - = The rate of production shall not exceed the manufacturer's rated capacity of th~~r a~ shall provide uniform coating. Dry mixing time for batch mixers shall be not lessjlia. 5 ~ Il seconds. Wet mixing time for batch mixers shall be not less than 25 seconds. ?'5 :COntin~us r== mixers, the mixing time shall be at least 30 seconds. ':.-, n N rll .). . I ""'"-~ ."",. ,~, 2. Handling and Delivery. r; ;2;). ::: \..J All handling and manipulation of the hot mixture from the mixer to the final spread on:\!fe'road '? shall be controlled so that a uniform composition is maintained and segregation of co~er r particles is minimized. The segregation shall be minimized to the extent that it cannot be visibly::> observed in the compacted surface. The Contractor shall only apply approved release agents to trucks and equipment as specified in Article 2001.01 of the Standard Specifications. The mixture temperature shall be sufficient to allow for the specified compaction and density to be attained. HMA shall not be discharged into the paver hopper when its temperature is less than 2450F (120oC) for a nominal/ayer thickness of 1 1/2 inches (40 mm) or less and 2250F (1100C) for a nominai layer thickness of more than 1 1/2 inches (40 mm). Except for an unavoidable delay or breakdown, delivery of hot HMA to any individual spreading unit shall be continuous and uniform and at a rate sufficient to provide as continuous an operation of the spreading unit as practical. The paver hopper shall, at all times, be kept sufficiently full to prevent non-uniform flow of the mixture to the screed. SS-01014, Page 10 of 21 C. Placement. The existing surface and the surface of each layer shall be clean and free from foreign mailer when each succeeding layer is placed. Any surface which becomes dirty shall be cleaned by the Contractor and, if necessary, retacked to provide bond with the succeeding course. If bumps or other significant irregularities appear or are evident in the intermediate course or other lower course, they are to be corrected before the final lift is placed. HMA mixtures shall not be placed on a wet or damp surface and shall not be placed when the temperature of the road surface is less than shown in the table below. The Engineer may further limit placement if, in the Engineer's judgment, other conditions are detrimental to quality work. HMA mixtures shall not be placed after November 15, except with approval of the Engineer. ALL BASE AND INTERMEDIATE COURSE LIFTS OF HMA MIXTURES Nominal Thickness Road Surface Temperature Inches (mm) OF (oC) 1 1/2 (40) 40 (4) N 2-3 (60-80) 35 (2) - ~ Over 3 (80) 25 (-4) ~ 9 v::> --0 f' LC- ~I ~ LLJ ALL SURFACE COURSE LIFTS OF HMA W ,..,!~ i N '-..-1_ -' N . C' Nominal Thickness Road Surface Temperature LL 0::: ,r Inches (mm) OF (oC) .-.::::, :::::<r.: 0-- 1 (30) 50 (10) 5-,. ..r.> 0 11/2 (40) 45 (7) = = "-' 2 (50) and greater 40 (4) When placing the mixture, the forward speed of the finishing machine shall be slowed as necessary to provide the least amount of stopping. A wire or string line shall be used to guide the finishing machine and to maintain alignment. Edge alignment irregularities shall be corrected by hand methods immediately after they occur. The contract documents will show the total thickness to be placed. Spreading of the mixture shall be at such a rate that, when compacted, the layer(s) will be substantially of the thickness and dimensions required to produce the required thickness. The minimum layer thickness is three times the designated mix size. The compacted thickness of the top layer shall not be greater than 3 inches (75 mm). This restriction shall not apply to HMA shoulders. The maximum compacted thickness of lower layers may exceed 4 inches (100 mm) If it is demonstrated that the thicker layers have satisfactory density. The riding characteristics of the thicker layers shall be within reasonably close conformance to that expected from a 3 inch (75 mm) layer. Each layer shall be completed to full width before succeeding layers are placed. At the close of each working day, the roadbed shall be free of any construction equipment. The Contractor shall not spread more mixture than can be compacted and finished in daylight hours of the same working day. While operating on the road surface, use of kerosene, distillate, other petroleum fractions, or other solvents, for cleaning hand tools or for spraying the paver hopper will not be permitted. Containers of cleaning solution shall not be carried on or near the paver. When a solvent is used, the paver shall not be used for at least 5 hours after this cleaning. The Contractor shall be responsible for collecting and removing all cleaning materials and cleaning residue from the project and plant site. The cleaning material and residue shall become the property of the Contractor. 88-01014, Page 11 of 21 Whenever practicable, all mixtures shall be spread by a finishing machine. Irregular areas may be spread by hand methods. The hot mixture shall be spread uniformly to the desired depth with hot shovels and rakes. Loads shall not be dumped faster than they can be spread properly. Workers shall not stand on the loose mixture while spreading. After spreading, the hot mixture shall be carefully smoothed to remove all segregated coarse aggregate and rake marks. Rakes and lutes used for hand spreading and smoothing shall be of the type designed for use on HMA mixtures. D. Compaction. Each layer shall be promptly and thoroughly compacted. Mechanical tampers shall be used for areas inaccessible to the rollers. The overall rolling procedure and compactive effort shall produce a surface free of ridges, marks, or bumps and shall be subject to approval of the Engineer. There are two classes of compaction, Class I and Class II. Class I compaction is intended for use on Secondary highways. Class II compaction is intended for resurfacing paved shoulders, temporary crossovers, runarounds, and for other situations where Class I is not specified. For Class I compaction, the roadway density (percent of laboratory density) will be based on tn"!! density obtained from the Quality Control Program for that day's mixture. 0 ~ ;;;.--- ~ ~Q 2: \l 1. Class I Compaction. .Y:< ;:::; .-::::: o . N f-n 3(' . I a. Class IA Compaction. r :p" i_, Compaction shall be a minimum of 96% of laboratory density. The average alr_'ldJ(j'levePbf ',-./ the roadway density specimens shall not exceed 8.0%. S? 7-:- 9 ~ .r::- b. Class IB Compaction. ):7 Cl Class IB compaction shall be used when Class IA compaction is not specified. Compaction shall be to a minimum of 95% of laboratory density. The average air void level of the roadway density specimens shall not exceed 8.0%. c. Class IC Compaction. Class IC compaction shall be used for traffic lanes of 8econdary highways, HMA base widening, shoulder resurfacing, and any other HMA course when Class IA and IB are not specified. Compaction shall be a minimum of 94% of laboratory density. The average air void level of the roadway density specimens shall not exceed 8.0%. d. Rolling Patterns for Class IA and IB Compaction. For Class IA compaction at the start of intermediate course placement and for Class IA and Class IB compaction prior to the start of surface course placement, the Contractor shall construct a test strip for the purpose of evaluating properties of the HMA mixtures and for identifying an effective rolling pattern. For multiple lifts using the same mix requiring Class IA compaction. when the thickness of the second lift varies from the first lift by 1 1/2 Inches (40 mm) or more, a test strip for the second lift shall be performed. When the contract documents specify both intermediate and surface courses, a surface course test strip shall be i placed in lieu of intermediate mix in a section of intermediate course prior to actual surface I course placement. This will be paid for at the contract unit price for the surface mix. The test i strip shall be applied to each mixture which has a plan quantity of at least 1500 tons (1S00 Mg). The quantity of HMA mixture subject to Class IA compaction, produced and placed for test strip production. will be limited to 500 tons (500 Mg) for lift thicknesses of 2 inches (50 mm) or less, and 7S0 tons (750 Mg) for lift thicknesses greater than 2 inches (SO mm). After test strip SS-01014, Page 12 of 21 placement, further mixing and laydown operations will be suspended until the laboratory test results of the plant produced mixture and core densities are available. Only one test strip will be allowed for each mixture. At the direction of the Engineer, additional test strips may be required if a successful rolling pattern was not estabiished. Procedures and documentation to be followed during construction of the test strip shall allow the Engineer and the Contractor to verify mixture design and effectiveness of compaction procedures. The number of density core samples obtained for the test strip will be increased by one and the low core resuit will not be used in the Quality Index (0.1.) density formula for payment for the test strip quantity. 2. Class II Compaction. For ail rollers. the initial contact with the hot mixture shall be made by the power driven wheels or roll. The initial rolling shall be done at a temperature so the mixture will compact without excessive distortion. Except on longitudinal joints and super-elevated curves, rolling with the initial railer shall begin at the outer edges of the pavement, and each successive pass shall progress inward toward the center line. Each reverse trip shall lap ail but4to 6 inches (100 mm to 150 mm) of the previous track. When reversing direction, the initial roller shall stop at an angle with the longitudinai direction. Following the initial rolling, the layer shail be given an intermediate rolling with a pneumatic tired roller. and before the temperature falls below 225"F (11 OoC). The intermediate roller shall cover the entire area not less than six times. A finish, steel tired roller shail be used to smooth out all marks and roughness in the surface. Mechanical tampers shall be used for areas inaccessible to the railers. 3. Joints. Longitudinal joints for courses on resurfacing projects shall be constructed directly above the longitudinal joint in the existing pavement. The offset distance between longitudinal joints in succeeding courses of fuil depth HMA paving shall be not more than 3 inches (75 mm). Transverse construction joints in succeeding courses shall be separated by not less than 6 feet (1.6 m). The spreading of hot mixtures along longitudinal joints shall be adjusted to secure complete joint closure and full compression of the mixture with a smooth surface and joint after compaction. At transverse joints, the cold mixture of the layer shall be sawed to a straight line at right angles to the center line so that a full thickness, a true surface. and a vertical edge will be provided. The Contractor shail provide a 10 foot (3 m) straightedge for checking transverse joints for smoothness. Variations in the surface at transverse joints, as indicated by the straightedge, shall be corrected by hand methods before compaction. - Su.i!!:ble paper or burlap should be used under the taper at enckJf-day's run transverse joints to - prevent adhesion. Sand, dirt, or wood shail not be used for this purpose. Use of wood or metal 9 :~@ers to form the edge of the joint during rolling of the fresh mixture will not be permitted. (\ ,~ '~_J :a ~~ - t" When temporary transverse construction joints will be open to traffic for periods greater than 4 -'-' N 0e'ei<s, the Contractor may reduce the amount of top size aggregate in the transition taper. 1 -> N - ~ - r U- ~ 1.:::<.:( :s: U:2': V" 0 = = ""' SS-01014, Page 13 of 21 E. Miscellaneous Operations. 1. Leveling and Strengthening Courses. The contract documents will show the thickness of the courses to be placed. Strengthening and leveling courses will be placed as indicated in the contract documents. These courses shall be of the same mixture specified for the base or intermediate course. When the width of any strengthening or leveling layer is 8 feet (2.4 m) or more, the layer shall be spread by a finishing machine. Leveling courses shall be compacted using Class II compaction procedures with a pneumatic roller. 2. Wedge Courses. Wedge courses used to secure desired super -elevation of curves shall be constructed of the base or intermediate mixture, and insofar as possible, shall be spread by a finishing machine. In placing wedge course, the maximum thickness of individual layers, when compacted, shall not exceed 3 inches (75 mm), and care shall be used to avoid crushing the coarse aggregate. Wedge courses shall be placed to the full width of pavement. 3. Fixtures in the Pavement Surface. All utility accesses, catch basins, valve holes, or other fixtures encountered within the area to be covered by HMA shall be adjusted to conform to the final adjacent finished surface. Unless otherwise indicated in the plans, the Contractor shall have the option of adjusting fixtures between placement of the surface course and the layer preceding the surface course, or adjusting the fixture after placement of the surface course using a composite patch or PCC patch. PCC and HMA patch material shall conform to the requirements of Section 2529 of the Standard Specifications. Patches shall be of sufficient size to accommodate the structure being adjusted. Patches shall be square in shape and oriented diagonally to the direction d traffic flow. Elevation of the adjusted fixture and patch shall not be higher than or more than 1/4 inch (6 mm) below that of the surrounding pavement surface. 4. Fillets for Intersecting Roads and Driveways. When fillets are designated in the contract documents for driveways to homesteads and commercial establishments and at intersecting roads, the surface adjacent to the pavement being surfaced shall be shaped, cleaned of loose material, and tack coated. On this coated surface, the hot mixture shall be placed and compacted in layers equal to the adjacent layer and extended from the edge of pavement as shown in the plans. Fillets at intersecting roads shall be placed and compacted at the same time as the adjacent layer. Entrance fillets that are 8 feet (2.4 m) or wider may be placed as a separate operation. Paving of fillets 8 feet (2.4 m) or more in width shqll.,be with a self propelled fini~hing machine described in Article 2001.19 of the Standart:j 5\ Specifications. The Engineer may approve other eqUipment for placement of flllets~6~d O;!J:a demonstration of satisfactory results. )-; :::; ;;;: -n , ~ 0-<: N r- 01014.04 QUALITY CONTROL PROGRAM -I (") N [11 ,'\- --"""'m ~ r--: A. Mix Design - Job Mix Formula (JMF). ,::>::0 .-:.;.. \.J '~-^ 0 The JMF for each mixture shall be the responsibility of the Contractor. =< .r:- )> 0 The Contractor shall submit completed JMF using the computer format of Form 956 to the materials laboratory designated by the Contracting Authority for approval. The Contractor shall submit supporting documentation demonstrating the design process was followed and how the recommended JMF was determined, including an economic evaluation when required. Documentation shall include trial and final proposed aggregate proportions (Form 955) and SS-01014, Page 14 of 21 corresponding gyratory data. The Contractor shall also submit sufficient loose mixture and indi~dual material samples for approval of the design. The JMF shall be prepared by personnel who are Iowa DOT certified in bituminous mix design. If the JMF is not satisfactory, the Contractor shall submit another JMF for review. An approved JMF will be required prior to beginning plant production. The Contractor will be charged $500 for each JMF approval requested and performed which exceeds two per mix size, type, and proposal item on any individual project or group of tied projects. B. Plant Production. The Contractor shall perform the sampling and testing to provide the quality control of the mixture during plant production. Certified Plant Inspection according to Section 2521 of the Standard Specifications will be required. All personnel performing production quality control testing shall be certified by the Department. Easy and safe access shall be provided to the location in the plant where samples are to be taken. "A significant mix change" is defined as a single occurrence of an aggregate interchange of greater than 5%, a single occurrence of an asphalt content change greater than 0.2%, or any deletion or introduction of a new aggregate into the mix. 1. Sampling and Testing. Aggregate gradation control shall be based on cold feed gradation. The hot HMA mixture shall be sampled, at random, from the roadway, behind the paver, prior to compaction, in accordance with Materials I.M. 322. Each day's production shall be considered a lot. When the anticipated quantity for the day is 2000 tons (2000 Mg) or more, that day's production shall be divided into four sublots, the first sublat of each day shall be the first 500 tons (500 Mg) produced. The remaining anticipated quantity for the day shall be divided into three sublots of equal size. When the anticipated quantity for the day is less than 2000 tons (2000 Mg), the first daily sublot shall be the first 500 tons (500 Mg) produced. Additional dally sublots of 750 tons (750 Mg) each will be established for mix production exceeding the first 500 tons (500 Mg). The maximum number of samples required for a day's production will not exceed four. Samples shall not be taken from the first 100 tons (100 Mg) of mix produced each day or the first 100 tons (100 Mg) of mix following a significant mix change. Each production sample shall be tested as follows: a) Two gyratory specimens shall be prepared and compacted in accordance with AASHTO PP28-97 and the results averaged to determine sample results. b) Density shall be determined for each specimen in accordance with Materials I.M. 321. - <( -:: ',c~he Contractor's field quality control laboratory compaction shall be used for fieid density n 9 O:cbntrol. The laboratory density for field control will be the bulk specific gravity of compacted L-J ~ U~ixttlre (Gmb ) at No.sign. Bulk specific gravity at No.slgn will be determined by compacting uJ N ~P"ecimens to Nma, and back calculating the bulk specific gravity at No.sign. ~ N :>-0 - 0:: 'r- <( LL- .- G~ \.n" 0 = - c:, ,-, I I SS-01014, Page 15 of 21 I I d) The Theoretical Maximum Specific Gravity of the uncompacted mixture shall be determined in accordance with Materials I.M. 350 or other test methods recognized by AASHTO or ASTM. e) The iaboratory air voids shall be determined in accordance with Materials I.M. 508 and 510. 2. Production Control. After the JMF is established, the combined aggregate furnished br the project, the quantity of asphalt binder and laboratory air voids should consistently conform to the JMF, as target values, and shall be controlled within the production tolerances given in the table below. Plant production must be controlled such that the plant produced HMA mixture will meet mixture design criteria for Air Voids and VMA at No.s;gn gyrations of the gyratory compactor within the single test tolerances given in the table. The mix design gradation control points for the size mixture designated in the project plans will not apply to plant production control. PRODUCTION TOLERANCES Measured Target Specification Characteristic value Tolerance Cold feed gradation No.4 (4.75 mm) and larger by JMF :!: 7.0 Cold feed gradation No.8 (2.36 mm) by JMF :!: 5.0 Cold feed gradation No. 30 (600 ~m) by JMF :!: 4.0 I Cold feed gradation No. 200 (75 ~m) by JMF :!: 2.d') Daily asphalt binder content by JMF :!: 0.3 Field laboratory air voids (2) -0.5/ +1.0 (3) ...., VMA (4) :!: 1.0 (5) 0 = by JMF = U"' <:0 .-".. P:=:i ~~,. \l (1)_ The filler/binder ratio of the plant produced mixture will be :;0 () --~ N maintained between 0.6 and 1.4. N , (2)_ As specified for the level of HMA mixture. -10 ill 0-<,- (3)_ Based on the moving average of four test values ~ r;"\ ~ ,....-, . , 0:0 ~ '-.J (4)_ Restricted to an asphalt film thickness as specified for the level ~7' <2 of HMA mixture design. :&: ~ (5)_ Based on the daily lot average c:> The Contractor shall strive for the target value of the percent air void and asphalt binder by adjusting gradation and asphalt binder content. The Contractor shall produce a mixture of uniform composition conforming to the JMF. If, during production, the Contractor determines from quality control testing that adjustments are necessary to the JMF to achieve the specified properties, adjustments to the JMF target gradation and asphalt binder content values may be made. Adjustments to the JMF aggregate proportions and asphalt binder content shall be made as a result of the interactive process between the Contractor and the Engineer. The Contractor's adjustment recommendations shall prevail, provided all specifications and established mix design criteria are being met for plant production. SS-01014, Page 16 of 21 The voids in the mineral aggregate (VMA) and estimated film thickness shall be measured for specification compliance every day of HMA production. Quality control charts shall be available and kept current showing both individual test results and moving average values. Moving averages shall be based on four consecutive test results. Control charts shall include a target value and specification tolerances. As a minimum, the following values shall be plotted on Iowa DOT Materials approved control charts as indicated below: Laboratory density (each pOint being an average of two specimens). Laboratory air voids (plotted to nearest 0.1 %) Asphalt binder content (plotted to nearest 0.1 %) Coid feed gradation (No.4, No.8, No. 30, and No. 200 (4.75 mm, 2.36 mm, 600 ~m, 75 ~m) sieves) Maximum specific gravity (Rice) (Materials I.M. 350). Laboratory voids for individual tests shall be calculated according to Materials I.M. 510, using the individual density and individual maximum specific gravity determined for each sample. The moving average of laboratory voids shall be the average of the last four individual laboratory voids. The Contractor shall monitor the test results and to make mix adjustments, when appropriate, to keep the mixture near the target values. The Contractor shall notify the Engineer whenever the process approaches a specification tolerance limit. One moving average point for laboratory air voids outside the specification tolerance limit shall be cause to cease operations. The Contractor shall assume the responsibility to cease operations, including not incorporating produced material which has not been placed. The process shall not be started again until the Contractor notifies the Engineer of the corrective action proposed. C. Construction. 1. Density. Density samples shall be taken from the compacted mixture and tested not later than the next working day following placement and compaction. A lot shall be considered as one layer of one mixture placed during a day's operation. The Engineer may approve classifying multiple layers of construction placed during a single day as a lot provided only one mixture was used. When the day's operation is 2500 square yards (2500 m2) or less, or the day's operation is 500 tons (500 Mg) or less, or when the mixture is being placed in irregular areas, or for wedge, leveling, or strengthening courses, the Engineer may waive sampling for density provided compaction has been thorough and effective. Seven density samples will be taken for each lot. The length laid in each lot shall be divided into seven approximately equai sections and one sample will be obtained at a random location in - eac!:l::section. ...:t ., "2: I' ~if(afsamPle is damaged or measures less than 70% or more than 150% of the intended thickness, ,~ .;.: mualternate sampling location will be determined and used. Samples shall not be taken less than lJ-\ tfo6t:(300 mm) from the edge of a given pass of the placing equipment or from run-outs or areas _J ~ aQ~c~nt to day's work joints or structures. - ~<::C U- eo::: ~ U-,; :5>- ,r.> 0 = .::~ c--' SS-01014, Page 17 of 21 The quality index for density of each lot shall be determined by the following formula: QI DENSITY = (Average G mb )FIELD LOT - (((YoDensity )SPECIFIED x (Average G mb )LAB LOT) (Std Dev G mb ) FJELD LOT where 8mb = bulk Specific Gravity of the mixture When the quality index falls below 0.00, the Engineer may declare the lot or parts of the lot defective. If one of the density test values from a lot is an outlier, identifie<! in accordance with the procedure described in Materials I.M. S08, the outlier value shall not be used to determine the quaiity index. The quality index shall be determined using the remaining density test values. If only one laboratory density value is obtained that day, combine that value with the next day's test results to evaluate both days' production. If two or more laboratory density values are obtained that day, then the average of those tests alone shall be used. If a significant mix change has been made, only the appropriate laboratory density values should be used with the corresponding density cores. 2. Thickness. The thickness of the completed course will be measured to the nearest 1/8 inch (3 mm), exciusive of seal coat, by measurement of cores. All areas of uniform and similar thickness and width for the project will be divided into lots. The frequency specified for taking density samples from the surface lift will be used when measuring for completed thickness. However, samples that may not be tested for density because they are less than 70% of the intended thickness shall be used for thickness, and in these particular instances, the additional samples of sufficient thickness that are used for density tests shall not be measured for thickness. Thickness samples will be taken full depth of the completed course and after measurement, the density samples for the top layer shall be removed by the Contractor from the core. If any of the measurements for a lot is less than the designated thickness, the quality index for thickness of that lot will be determined by the following formuia: Average 1bickness MEASURED - (1bickness PLAN - 0.50 ) Q I THICKNESS = Maximum 1bickness MEASURED - Minimum 1bickness MEASURED When the day's operation is 2500 square yards (2500 m2) or less, or the mixture is being placed in irregular areas or next to structures, the Engineer may waive sampling for thickness provided there is reasonable assurance that the pavement conforms to the required thickness. When the quality index falls below 0.00, the Engineer may declare the lot or parts of the lot defective. D. Sampling and Testing. The Contractor shall calibrate and correlate the testing equipment with prescribed procedures. Sampling and testing shall conform with specified testing procedures as listed in the Materials I.M. and applicable Specifications. When the results from a lab are used for product acceptance, the Jab I shall be qualified. 0 ~ - = >0 en All sam pies shall be identifi ed, stored and retained by the Contractor for the Contracti;,g: AOthOriii until the lot is accepted. The Contracting Authority may acquire these samples for cOll1parativ~ il verification, or assurance testing. _oj C) ~ F= ..-<.:" r-- . iT; .--r-J All samples shall be identified by a system approved by the Engineer. 0 ;Jj s:: :"':'j ~ .....'" - '-..J :< 0 )> ;;. 0 55-01014, Page 18 of 21 1. Loose Material Requirements. All samples of asphalt binder and tack coat material, shall be identified and promptly delivered to the appropriate laboratory, as designated by the Engineer, Samples of loose HMA mixture shall be taken behind the paver, weigh at least 50 pounds (25 kg). and shall be transported to the test facility in a way to retain heat to facilitate sample splitting procedures. The tests for mixture properties shall be conducted on representative portions of the mix. split from the larger sample of mix. After splitting of the sample is completed in the Contractor's QM-A laboratory, the remainder of the sample. approximately 30 pounds (15 kg) shall be retained for laboratory testing by the laboratory designated by the Contracting Authority. When requested by the Engineer, normally once per day, an additional 50 pounds (25 kg) box sample will be required for correlation and validation testing. Samples shall be split in accordance with Materials I.M. 357. All test results and calculations shall be recorded and documented on data sheets approved by the Contracting Authority. Specific test results shall be recorded on a daily summary sheet approved by the Contracting Authority. The Daily Quality Control Summary Sheet shall also include a description of quality control actions taken (adjustment of cold feed percentages, changes in JMF, etc.). The Contractor shall FAX, or by other method approved by the Engineer. the daily quality control summary sheet to the appropriate Iowa DOT District Materials Engineer or Engineer daily. A copy of the electronic file containing project information generated during the progress of the work shall be furnished to the Engineer at project completion. 2. Finished Pavement Requirements. The Contractor shall cut samples from any course or finished pavement for tests of density. thickness, or composition, by sawing with a power driven masonry saw or by .drilling a minimum 4 inch (100 mm) nominal diameter core. The surfaces shall be restored by the Contractor the same day. The core holes shall be dried, filled with the same type of material, and the material properly compacted. Pavement core samples shall be identified and delivered to the Contractor's quality control field laboratory. The compacted HMA pavement shall be tested by Contractor's personnel who are Iowa DOT Certified in QM-A bituminous quality control. The minimum number of cores taken shall be in accordance with the following Materials I.M. 204, Appendix A-V. and Materials I.M. 204 Supplemental. The core locations will be determined by the Engineer, The cores shall be prepared and lested in accordance with the following Materials I.M. 320, 321, and 337. 3. Acceptance, Correlation, and Quality Assurance Testing. The Contractor's quality control test results will be compared and correlated to the Engineer's test results on a regular basis using guidelines and tolerances set forth in Materials I.M. 208, Appendix C; 216; and 511. _ If s~factory correlation exists between the Contractor's test results and the Engineer tests, the ...:T Coritractor's results will be used. Disputes between the Contractor's and Engineer's test results, 2> on::cme sample or one test of one sample, will be resolved by repeated testing of the same r-'- ::;: s'ilm'pJe or additionallesting of another sample. When repeated andlor additional sampling fails to .~ .,,; r~lve a dispute, a third materials laboratory designated by the Contracting Authority will act as a UJ ~ refer~e laboratory and perform additional testing as necessary to resolve the dispute. _i - a:: 2="" U- ..... '- ~ ;0;:: 03 ;g 0 = ,,-, 55-01014, Page 19 of 21 The Engineer will select, at random, a split portion of one or more of the daily hot mix production samples. Some or all of the samples selected will be tested in the materials laboratory designated by the Engineer. The Engineer will test as many of the samples as necessary to establish a correlation. The Engineer will select one daily set of cores at random each week. These will be tested at the materials laboratory designated by the Engineer. Cores from the initial production will also be tested by the Contractor and the Engineer for correlation and validation of results. 01014.0S METHOD OF MEASUREMENT The Engineer will measure the quantities of the various items of work involved in placement of bituminous mixtures in accordance with the following provisions: A. Hot Mix Asphalt Mixture. ,...., 0 C"j = 1. Measurement by Weight (Mass). :;> Q, ~, When measurement is by weight (mass), the quantity of mixture will be expressed::t;; ns S; (megagrams) and determined from the weight (mass) of individual loads measure,<:l-.lo-the 'jijrestll 0.01 tons (0.1 Mg). Loads may be weighed in trucks, weigh hoppers, or from the weig~t (mags) r- from batch plants computed by count of batches in each truck and batch weight (mass). Article m 2001.07 of the Standard Specifications applies. The weights (mass) of various 10ads~M1811 6e r-) segregated into the quantities for each pay item. ~ X is \.J 5> ;.' 2. Measurement by Area. a When payment is based on square yards (square meter), the area of each lot will be computed to the nearest 0.1 square yard (0.1 m2) from surface dimensions measured to the nearest 0.1. foot (30 mm). When the average measured width of the lot is equal to or greater than the plan width, the computed area will be based on the plan width. When the average measured width is less than plan width, the computed area will be based on the measured width. When constructing shoulders on a basis of payment of square yards (square meters), inspection of the profile and elevation will be based on the completed work relative to the pavement edge; the Contractor shall be responsible for the profile and elevation of the subgrade and for thickness. B. Asphalt Binder. The amount of asphalt binder used from batch plants, continuous plants, or drum mixing plants, shall be by stick measurement in the Contractor's storage tank or by in-line flow meter reading. The asphalt binder quantity added to the storage tank shall be computed from a supplier certified transport ticket accompanying each load. The quantity of asphalt binder not used in the work will be deducted. When the quantity of asphalt binder in a batch is measured by weight (mass) and is separately identified by automatic or semi-automatic printout, the Engineer may compute from this printout the quantity of asphalt binder used. By mutual agreement, this method may be modified when small quantities or intermittent operations I are involved. I The Engineer will calculate and exclude the quantity of asphalt binder used in mixtures in excess of the tolerance specified in Article 01014.04, 8, 2, of this Supplemental Specification. When payment for HMA is based on area, the quantity of asphalt binder used will not be measured separately for payment. SS-01014, Page 20 of 21 C. Recycled Asphalt Pavement. The quantity of asphalt binder in RAP, which ;s incorporated into the mix, will be calculated in tons (megagrams) of asphalt binder in the RAP, based on an assumed asphalt binder content of 5% of the dry RAP weight (mass). The quantity of asphalt binder in RAP, which is incorporated into the mix, will be included in the quantity of asphalt binder used. The quantity of asphalt binder in unclassified RAP will not be measured for payment. D. Hydrated Lime. Hydrated lime incorporated in HMA mixtures shall be considered incidental to HMA and will not be measured. E. Tack Coat. Tack Coat shall be considered incidental to HMA, and will not be measured separately. F. Fabric Reinforcement. The Engineer will calculate to the nearest 0.1 square yards (0.1 m2) on the roadway surface dimensions measured to the nearest 0.1 foot (30 mm) for the fabric reinforcement placed in acceptable condition. G. Adjustment of Fixtures. The Engineer will count the number of fixtures adjusted to the finished grade. H. Hot Mix Asphalt Pavement Samples. HMA Pavement Samples of any finished pavement furnished according to Articie 01014.04, D, of this Supplemental Specification, or required elsewhere in the contract documents, will not be individually counted for payment. 01014.06 BASIS OF PAYMENT The costs of designing, producing, placing, and testing bituminous mixtures and the cost of furnishing and equipping the QM-A field laboratory shall not be paid for separately, but shall be included in the contract unit price for the HMA mixes used. The application of hydrated lime, tack coat, and sand cover aggregate are incidental and will not be paid for separately. Any pollution control testing shall be at the Contractor's expense. A. Hot Mix Asphalt Mixture. For the quantity of each class and category of mixture, including fillets, the Contractor will be paid the respective contract unit price. Payment will be adjusted by the following percentages for the quality -:!.ndex fo~ensity determined for the lot: ~ i'~ ~uality Index (Density) 7 Samples (1) Percent of Full Payment rj ;:[: \Jj', greater than 0.72 100 ",- ~ ---1 ~-.- UJ 0;:- 0.40 to 0.72 95 i N t5 0.00 to 0.39 85 :::::: N "r d less than 0.00 75 Maximum Ll- OS t::: L. ~- V2" ..~ (1 on ;:;:, _6 samples and 1 outlier (Only one outlier will be allowed). = - c~. ~- When the basis of payment is by area, payment will be further adjusted by the appropriate percentage according to the quality index for thickness determined for that lot and the following table: SS-01014, Page 21 of 21 Quality Index (Thickness) 7 Samples Percent of Payment (Previously Adjusted for Density) greater than 0.34 100 0.14 to 0.34 95 0.00 to 0.13 85 less than 0.00 75 Maximum Courses for which quality index (thickness) is not determined because of size or shape, and courses which are found to be deficient in average width, will be paid for according to Article 1105.04 of the Standard Specifications. B. Asphalt Binder. For the number of tons of asphalt binder used in the work, measured as provided in Article 01014.25, S, of this Supplemental Specification, the Contractor will be paid the contract unit price per ton (megagram). Payment for asphalt binder wiii be for all new asphalt binder and the asphalt binder in RAP salvaged from the project, the Contracting Authority owned stockpile, or certified Contractor owned stockpiles, which is incorporated in the mixture. When scarification of asphait material is required and is paid for on the basis of square yards (square meters) and no other use of the RAP is specified, the RAP shail become the property of the Contractor, and the Contractor shaH not be charged for the asphalt binder in that material. When the basis of payment for HMA is in square yards (square meters), compensation for asphalt binder will be included in the contract unit price per square yard (square meter). C. Recycled Asphalt Pavement. RAP which is owned by the Contracting Authority will be made available to the Contractor for the recycled mixture at no cost to the Contractor other than loading, hauling, and processing as required for incorporation into the mix. D. Fabric Reinforcement. For the number of square yards (square meters) of fabric reinforcement installed, the Contractor will be paid the contract unit price. This payment shall be full compensation for furnishing all materials, labor, and equipment necessary for installing the fabric as required, including the adhesive or heavy tack coat of asphalt binder used as the adhesive. E. Adjustment of Fixtures. For the number of fixtures adjusted to the finished grade line, the Contractor will be paid the contract unit price for each. If the contract contains no price for adjustment of fixtures, this work will be paid for as provided in Article 1109.03, S, of the Standard Specifications. F. Hot Mix Asphalt Pavement Samples. For cutting HMA pavement samples to determine density or thickness according to the specifications, when either of these is the responsibility of the Contractor. and elsewhere when required by the contract documents, the Contractor will be paid the lump sum contract price. This lump sum payment shall be full compensation for furnishing all such samples for all courses or items of work, and for delivery of samples as specified in Article 01014.04, D, of this Supplemental Specification. 0 '" co., $0 -= On '"i;;' ~ J..O- S; -, (j--( ::.v ]] .::Jr.... I'U --,<~ I'U ,- _FI; """ rn 022 ~ r-, s" 9 \.J :B; .;::- - , SS-01028 (Replaces SS-01 006) ~~ Iowa oepartment Of Transportation .. SUPPLEMENTAL SPECIFICATIONS For SEGMENTAL RETAINING WALL Effective Date April 20, 2004 THE STANDARD SPECIFICATIONS, SERIES 2001, ARE AMENDED BY THE FOLLOWING MODIFICATIONS AND ADDITIONS. THESE ARE SUPPLEMENTAL SPECIFICATIONS AND THEY SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS. 01028.01 DESCRIPTION. This work includes furnishing and installing segmental retaining wall units, wall fill, and granular backfill to the lines and grades shown on the plans. Segmental retaining walls are defined as systems which usually require mesh or strips in the backfill behind the wall facing to limit backfill stresses by reinforcing the soil structure. 01028.02 DESIGN. A. Wall Design Engineer. The wall design shall be performed by a Professional Engineer licensed in the State of Iowa that prepares and seals the design submittals as defined in this Supplemental Specification. B. Minimum Design Requirements. Retaining walls shall be designed in accordance with ASTM C 90 and recommendations of the National Concrete Masonry Association (NCMA) Desiqn Manual for Seqmental Retaininq Walls. The following table summarizes the minimum design criteria and is based upon the structure being critical: External Stabilitv Minimum Factor of Safetv Sliding, Fs" 1.5 Overturning, Fso1 2.0 Bearing Capacity, Fsbc 2.0 Internal Stabilitv Minimum Factor of Safetv Tensile Overstress, FSto 1.2 Pullout, Fspo 1.5 r--o Local Stabilitv Minimum Factor of Safetyl = = c.r. FSs1 (Maximum Unreinforced Height) 1.5 <;: :J:: =:::-.0 Fso1 (Maximum Unreinforced Height) 2.0 ~-"'-f "'" ::u 11 Shear Facing Units, Fssc 1.5 0-< N - Facing Connection Strength, Fs", 1.5 --10 N I /~. m Global Stability 1.5 :-C...I m :e -- ::D ..J.. C---, 0;7" '--' <;: , co )> - - . SS-01028, Page 2 of6 C. Submittals. The Contractor shall submit to the Engineer detailed design calculations including soil bearing pressure, construction drawings, and shop drawings prepared and sealed by the Wall Design Engineer for approval at least 30 days prior to the beginning of reinforced SRW construction. A detailed explanation of the design properties for the geogrid reinforcement shall be submitted with the design. Additionally, the quality control test limits for the geogrid meeting those design requirements shall be submitted. 01028.03 MATERIALS. The wall shall be manufactured by a company on the approved manufacturer's list in Materials I.M. 445.04, .'\PJlemlix E. The supplier of all substantial material components and the Wall Design Engineer shall have demonstrated experience in reinforced soil-reinforced SRWs for previous projects. A. Concrete Units. Concrete segmental units and cap blocks shall conform to the requirements of ASTM C 1372 except that they shall have a minimum 28 day compressive strength of 5500 psi (40 MPa) for anyone individual unit, and 6000 psi (41 MPa) for the average of three units. The 24 hour water absorption rate shall not exceed 5%. The top surface of cap blocks shali be sloped 10: 1 from front to back or from a crown at the center. Sampling and testing of block shall conform to ASTM C 140, except that Section 6.2.4 shall be replaced with: I The specimens shall be coupons cut from a face shell of each unit and sawn to remove any face shell projections. The coupon size shall have a height to thickness ratio of 2 to 1 before capping and a length to thickness ratio of 4 to 1. The coupon shall be cut from the unit such that the coupon height dimension is in the same direction as the unit height dimension. Compressive testing of full size units shall not be permitted. The compressive strength of the coupon shall be assumed to represent the net area compressive strength of the whole unit. Freeze-thaw durability testing will be required as described in ASTM C 1372 Sections 4.2, 4.2.1, and 7.3. Testing shall be in accordance with ASTM C 1262. Specimens shall meet weight (mass) loss limits for testing in water as required in ASTM C 1372 Section 4.2.1. Specimens shall also be tested in a 3% saline solution and conform with either of the following: 1. The weight (mass) loss of each of five test specimens at the conclusion of 40 cycles shall not exceed 1 % of its initial weight (mass); or 2. The weight (mass) loss of four out of five specimens at the conclusion of 50 cycles shall not _exceed 1.5% of its initial weight (mass). " T~ting,sjl~be continued until one of the following occurs: - -'-'0 i-l z:: CC _ W = 1. ,-,T.he )Neight (mass) loss each of five test specimens exceeds 2% of its initial weight (mass); or -1 N 2. (!;t)€'weight (mass) loss of one of the five test specimens exceeds 2.5% of its initial weight LL N (mass,; 'or ~ 3. ~The:specimens have been tested for at last 100 cycles. =: U~ L-'7.> > "'" 0 = - ,..., , SS-01028, Page 3 of 6 Complete durability test reports for water and saline conditions, including the cycle number at which failure occurred, shall be submitted to the Engineer. All units shall be sound and free of cracks or other defects that would interfere with the proper placing of the unit or significantly impair the strength of permanence of the construction. SRW units dimension shall not differ more than ;1:1116 inch (:1:1.5 mm). B. Leveling Pad. The type of materials used for the leveling pad shall be as recommended by the supplierlmanufacturer. If granular material is recommended for the leveling pad, it shall be specific backfill meeting the requirements of Section 4132 of the Standard Specifications. If unreinforced concrete is recommended for the leveling pad, it shall be Class C concrete meeting the reqUIrements of the Materials I.M. 529 and Section 2403 of the Standard Specifications. C. Unit Fill. If required by the construction drawings, fill of concrete units in place shall be Porous Backfill meeting the requirements of Section 4131 of the Standard Specifications. D. Subdrains. The subdrains shall be a minimum of 4 inches (100 mm) in diameter and meet the requirements of Article 4143.01, B, of the Standard Specifications. Standard Road Plan RF-19E Type A outlet shall be provided and fitted with a Standard Road Plan RF- 19E rodent guard. E. Backfill. The fill soil material in the entire reinforced earth zone shall be Granular Backfill meeting the requirements of Section 4133 of the Standard Specifications. F. Geogrid Reinforcement. The type, strength, and placement location of the reinforcing geogrid reinforcement shall be determined by the Wall Design Engineer. The design properties of the reinforcement shall be determined according to the procedures outlined in NCMA Section 3.5. Detailed test data shall be submitted to the Engineer for approval at least 30 days prior to construction and shall include strength, creep, site damage, and pullout testing. Geogrid reinforcement shall be of a type recommended by the block supplier to be compatible with the facing units, with a minimum long term design strength of 1500 pounds per foot (1000 kglm). The geogrid shall be a regular grid structure having an aperture geometry and rib and junction cross- sections sufficient to permit significant mechanical interlock with the granular backfill material. The geogrid shall have high continuity of tensile strength through all ribs and junctions of the grid structure. The geogrid shall have high resistance to deformation under sustained long term design load while in service and shall also be resistant to ultraviolet degradation, to damage under normal construction practices, and to all forms of biological or chemical degradation normally encountered in the granular ! backfill material. I i G. Certifications. _ ~ Contractor shall submit to the Engineer a notarized manufacturer's certification, at lea$tl14 dayg:prior to the preconstruction conference, stating that the SRW units meet the requirements ofitliS' :::.; .>...... , --- Supplemental Specification. :J = II 0- N - Contractor shall submit a notarized manufacturer's certification signed and sealed by !l~ ~cer?f the ~ manufacturer, prior to start of work, stating that the geognd reinforcement meets the req!.lJfBme~ of ,-, the SRW unit manufacturer and this Supplemental Specification. Q 5~ Ci '-.--' ! ~ ~.. , SS-01028, Page 4 of 6 01028.04 CONSTRUCTION. A. Construction Supervision. SRW units and geogrid reinforcement material suppliers shall provide a qualified and experienced representative on site at beginning of wall construction for up to 3 days at no additional cost to the Contracting Authority. The Contractor's field construction supervisor shall have demonstrated experience and be qualified to direct all work at the site. B. Excavation. Contractor shall excavate to the lines and grades shown as the reinforced earth zone on the construction drawings. Contractor shall take precautions to minimize over-excavation. Excavation support, if required, shall be designed and at no additional cost to the Contracting Authority. C. Foundation Soil Preparation. Foundation soil shall be excavated as required for base course leveling pad dimensions and limits of reinforced earth zone as shown on the construction drawings. Foundation soil shall be examined by the Engineer to assure that the actual foundation soil strength meets or exceeds the assumed design bearing strength. Soils not meeting required strength shall be removed and replaced with soil meeting the design criteria. The earth foundation shall have a density equal to or greater than 90 percent Standard Proctor Density. The earth foundation shall be stepped at the required intervals to keep it a minimum 2 foot (600 mm) below the finished grade. D. Leveling Pad. The Contractor shall place the leveling pad a minimum of 6 inches (150 mm) in thickness. The Contractor shall construct the leveling pad to insure complete contact of the retaining wall unit with the leveling pad. Gaps shall not be allowed between the retaining wall unit and the leveling pad. E. Unit Installation. Materials shall be installed at the proper elevation and orientation shown in the plans. The concrete segmental units and geogrid reinforcement shall be installed in general accordance with the approved submittals in Section 01028.02, B. The plans shall govern in any conflict between the two requirements. F. Subdrains. Subdrains shall be installed as shown in the construction drawings to maintain gravity flow of water to outside of the reinforced earth zone. The subdrains shall outlet into a storm sewer access or along a slope at an elevation lower than the lowest point of the pipe within the SRW reinforced earth zone. yorous j:lackfill, in accordance with Article 01028.03, C, shall be placed around the subdrain to a .;minimurt'fCover of 3 inches (75 mm). // ." ....,-0 Q "Pc- G. Backfill.Placement. (.) 'fife gr~n~~ backfill shall be compacted in accordance with Article 2107.08 of the Standard uJ Sl)ecificatiObs. The granular backfill shall be placed as shown on the construction drawings in ~ mli,g:murpJljn~h (200 mm) lifts and compacted to a minimum 95% of standard Proctor density (ASTM u: D 698). ~ I'@isture limits shall be between 3% under optimum moisture to not more than the ',oC 0 ~ -- ~ .-' , SS-01028, Page 5 of 6 optimum moisture content. Backfill shall be placed, spread, and compacted in such a manner that eliminates the development of wrinkles and/or movement of the geogrid reinforcement. Only hand-operated compaction equipment shall be allowed within 3 feet (1 m) of the front of the wall face. Tracked construction equipment shall not be operated directly on the geogrid reinforcement. A minimum backfill thickness of 6 inches (150 mm) is required prior to operation of tracked vehicles over the geogrid reinforcement. Turning of tracked vehicles should be kept to a minimum to prevent tracks from displacing the fill and damaging the geogrid reinforcement. Rubber -tired equipment may pass over the geogrid reinforcement, if in accordance with the manufacturer's recommendations. Sudden braking and sharp turning should be avoided. H. Geogrid Installation. Overlap of the geogrid in the design strength direction shall not be permitted. The design strength direction is that length of geogrid reinforcement perpendicular to the wall face and shall be one continuous piece of material. Adjacent sections of geogrid shall be butted in a manner to assure 100% coverage after placement. Geogrid reinforcement should be installed under tension. Apply a nominal tension to the reinforcement and maintain it by stapies, stakes, or hand tensioning. The tension applied may be released after the geogrid reinforcement has been covered and held in place with soil fill. 01028.05 METHOD OF MEASUREMENT. A. Segmental Retaining Wall. The Engineer will measure the area of Segmental Retaining Wall in square feet (square meters), from measurements of the front face of the wall in place. The height will be measured from the top of the leveling pad to the top of the wall, including coping or cap block. B. Granular Backfill Material. The quantity of granular backfill material hauled and placed in the reinforced earth zone will be measured in tons or cubic yards (megagrams or cubic meters) as stipulated in the contract documents. "" C. Excavation.. . 0 g Excavation for prepanng the reinforced earth zone for construction of the wall will be c~sed and" measured according to Section 2102 of the Standard Specifications. :i::~ ~ :=; 11 0-< :::0 N =iG N r- 01028.06 BASIS OF PAYMENT. -/~ m -....., n' "'" ---""1 ...,... -1 A. Segmental Retaining Wall. 97: ;; 0 For the quantity of Segmental Retaining Wall constructed, the Contractor will be paid ~ contr~ unit price per square foot (square meter). This payment shall be full compensation for furnishing alC-- materials, tools, and labor for the performance of all work necessary to construct the wall, in accordance with the contract documents, including the design, foundation preparation, leveling pad, geogrid fabric, porous backfill, and subdrains. B. Granular Backfill Material. For Contractor furnished granular backfill material for the reinforced earth zone, the Contractor will be paid for the quantity of material furnished, hauled, placed, and compacted for the contract unit price per ton or cubic yard (megagram or cubic meter) as stipulated in contract documents. , , 55-01028, Page 6 of 6 C. Excavation. For the quantity of each class of excavation for preparing the reinforced earth zone for construction of the wall, the Contractor will be paid as provided in Article 2102.14, A, of the Standard Specifications. This will normally be included for payment with other excavation required by the contract documents. - .cL .:S 2;. .- ~-:"D 9. .("(~ ~ ';\\ .~ ___", ..,;....; c.-.:-',/ { . c::a. ~ .....- ,-,\-":: UJ. ('l .J '0 .-l ('l (:.L ---- os '0 :z;. \.J-:;: b w'" - "'" ;;::, PREDETER.MINED WAGE RATE IA03-1.2 General Decision Number IA030001 Superseded General Decision No. IA020001 State: Iowa Construction Type: HEAVY HIGHWAY County (ies): -. STATEWIDE STATEWIDE EXCEPT SCOTI COUNTY HEAVY CONSTRUCTION PROJECTS (Does not include work on or pertaining to the Mississippi or Missouri Rivers or on Water and Sewage Treatment Plants), AND HIGHWAY PROJECTS (does not include building structures in rest areas) Modification Number Publication Date 0 06/13/2003 0 "" I 02/13/2004 <= = ~O en )>-, :::--. COUNTY(ies) -I r-,-< =0 il -..1 ' STATEWIDE ==7'-., '" - '" -- ----;.:-.:: ! ~ '... I rn i2: n-] 02"2 ' , SUIA2006A 12/01/2002 -,;~ ,---' ~/, - ''-J Rates 'Hinges 9 CARPENTERS AND PILEDRIVERMEN: ~ ~<::- .0=- ZONE 1 20.55 5.75 ZONE 2 19.55 4.86 ZONE 3 18.56 5.75 ZONE 4 17.20 5.05 ZONE 5 16.45 3.80 CONCRETE FINISHERS: ZONE I 18.37 5.20 ZONE 2 18.37 5.20 ZONE 3 18.37 5.20 ZONE 4 16.20 3.80 ZONE 5 14.55 3.50 IA030001 - I i I Rates Fringes ELECTRICIANS (STREET AND HIGHWAY LIGHTING AND TRAFFIC SIGNALS): ZONES 1,2, & 3 17.35 3.55 ZONE 4 16.05 3.55 ZONE 5 13.80 3.55 IRONWORKERS (SETTING OF STRUCTURAL STEEL): ZONE 1 21.50 6.50 ZONE 2 AND 3 21.50 6.50 LABORERS: ZONES 1 AND 2 GROUP A 15.73 6.90 GROUP B 14.13 6.80 GROUPC 11.10 6.60 ZONE 3 GROUP A 15.73 6.90 GROUP B 14.13 6.80 GROUP C 11.10 6.60 ZONE 4 GROUP A 15.00 4.55 GROUP B 13.68 4.55 GROUP C 11.40 3.50 ZONE 5 GROUP A 14.05 3.50 GROUP B 11.20 3.50 GROUP C 10.65 3.50 POWER EQUIPMENT OPERA TORS: ZONE 1 GROUP A 21.65 10.35 GROUP B 20.05 10.35 GROUPC 17.55 10.35 GROUP D 17.55 10.35 ZONE 2 GROUP A 21.20 10.35 jJROUP B 19.60 10.35 ..:(JRO~C 16.85 10.35 illROUP'n 16.85 10.35 r-... ..-~ o...:~ . , ;;:;: uJ ,- U-; .-Jr N 01- , _0 -- N IA03000 1 - 2 LL c::: ;- <C '-'" r "\-, :.:i: \...-J 5-. en 0 = '-" t:--.J I I i Rates Fringes ZONE 3 GROUP A 22.60 9.45 GROUP B 20.80 9.45 GROUP C 19.80 9.45 GROUP D 19.80 9.45 ZONE 4 GROUP A 21.70 4.80 GROUP B 20.56 4.80 GROUP C 18.48 4.57 GROUP D 18.48 4.57 ZONE 5 GROUP A 18.22. 3.80 GROUP B 17.18 3.80 GROUP C 15.85 3.80 GROUP D 14.85 3.80 TRUCK DRlVERS AND PAVEMENT MARKING DRlVERlSWITCHPERSON: ZONE 1 16.95 6.40 ZONE 2 16.95 6.40 ZONE 3 16.95 6.40 ZONE 4 16.70 3.90 ZONE 5 14.75 3.90 ZONE DEFINITIONS ZONE 1 The Counties of Polk, Warren and Dallas for all Crafts, and Linn County Carpenters only. ZONE 2 The Counties of Dubuque for all crafts and Linn County for all Crafts except Carpenters. ZONE 3 The Cities of Burlington, Clinton, Fort Madison, Keokuk, and Muscatine (and abutting municipalities of any such cities). ZONE 4 Story, Black Hawk, Cedar, Jasper, Jones, Jackson, Madison, and Marion Counties; Clinton County (except the City of Clinton), Johnson County, Muscatine County (except the City of Muscatine), the City of Council Bluffs, Lee County and Des Moines County. 0 '-"" ZONE 5 AIl areas of the state not listed above. f~ s &; )is! :::r- ---; ,,- 0-<( -. =v 17 ~ f\) --! (--, ...--<:;.:....-: f\) ;::--; IA030001 - 3 _f"h f- 0":]:; ~ rrj ;s: ~ ~" .- :B: Cj \..-/? " .::-- ..,.. --------------- r , LABORER CLASSIFICATIONS - ALL ZONES GROUP A - Carpenter tender on bridges and box culverts; curb machine (without a seat); deck hand; diamond & core drills; drill operator on air tracs, wagon drills & similar drills; form setter/strlngman on paving work; gunnite nozzleman; joint sealer kettleman; laser operator; pipelayer (sewer water and conduits); powderman tender; powderman-blaster; saw operator; tunnel laborer. GROUP 8 - Air, gas, electric tool operator; barco hammer; carpenter tender; caulker; chain sawman; compressor (under 400 cfm); concrete finisher tender; concrete processing materials and monitors; cutting torch on demolition; drill tender; dumpmen; electric drills; fence erectors; form line expansion joint assembler; form tamper; general laborer; grade checker; handling and placing metal mesh, dowel bars, reinforcing bars and chairs; hot asphalt laborer; installing temporary traffic control devices; jackhammerman; mechanical grouter; painter (all except stripers); paving breaker; planting trees, shrubs and flowers; power broom (not self-propelled); power buggyman; rakers; rodman (tying reinforcing steel); sandblaster; seeding and mulching; sewer utility topman/bottom man; spaders; stressor or stretcherman on pre or post tensioned concrete; stringman on re-surfacing-no grade control; swinging stage, tagline, or block and tackle; tampers; timberman; tool room men and checkers; tree climber; tree groundman; underpinning and siDring caissons over twelve feet deep; vibrators; walk behind trencher; walk behind paint stripers; walk behind vibrating compactor; water pumps (under three inch); work from bosun chair. GROUP C ~ Scale weigh person; traffic control/flagger, surveillance or monitor; water carrier. POWER EQUIPMENT OPERATOR CLASSIFICATIONS - ALL ZONES GROUP A - Asphalt breakdown roller (vibratory); asphalt laydown machine; asphalt plant; asphalt screed; bulldozer (finish); central mix plant; concrete pump; crane; crawler tractor pulling scraper; directional drill (60,000 Ibs. pullback and above); dragline and power shovel; dredge engineer; excavator (over Y, cu. yd.); front end loader (4 cy and over); horizontal boring machine; master mechanic; milling machine (over 350 hp); motor grader (finish); push cat; rubber tired backhoe (over Y, cu. yd.); scraper (12 cu. yd. and over or finish); sidebroom tractor; slipform portland concrete paver; tow or push boat; trenching machine (Cleveland 80 or similar). GROUP 8 - Articulated off road hauler, asphalt heater-planer; asphalt material transfer vehicle; asphalt roller; belt loader or similar loader; bulldozer (rough); chum or rotary drill; concrete curb machine; crawler tractor pulling ripper, disk or roller; deck hand/oiler; directional drill (less than 60,000 Ibs. pullback); distributor; excavator (1/2 cu. yd. and under); form riding concrete paver; ... front end loader (2 to less than 4 cu. yd.); group equipment greaser; mechanic; milling machine (350 hp. and less); paving breaker; portland concrete dry batch plant; rubber tired backhoe (1/2 cu. y~and under); scraper (under 12 cu. yd.); screening, washing and crushing plant (mobile, portable or s~nary); shoulder machine; skid loader (I cu. yd. and over); subgrader or trimmer; trencliing maQlllne; water wagon on compaction. r-'\ ~ cc ~. '---' c.::.::l: U-1, ~ LLi . -~ ;>- ; N Ut- = N >- U IA030001 - 4 LL :; t--::::=!. :~= u~ ~ 0 ,-.-- ,--.. I , I GROUP C - Boom & winch truck; concrete spreaderlbelt placer; deep wells for dewatering; farm type tractor (over 75 hp.) pulling disc or roller; forklift; front end loader (under 2 cu. yd.); motor grader (rough); pile hammer power unit; pump (greater than three inch diameter); pumps on well points; safety boat; self-propelled roller (other than asphalt); self-propelled sand blaster or shot blaster, water blaster or striping grinder/remover; skid loader (under I cu. yd.); truck mounted post driver. GROUP D - Boiler; compressor; cure and texture machine; dow box; fann type or utility tractor (under 75 hp.) pulling disk, roller or other attachments; group greaser tender; light plants; mechanic tender; mechanical broom; mechanical heaters; oiler; pumps (under three inch diameter); tree chipping machine; truck crane driver/oiler. CARPENTERS AND PILEDRIVERMEN ZONES 4 AND 5 Setting of structural steel; any welding incidental to bridge or culvert construction; setting concrete beams. --------------------------------------------------------------------------------------------------------------------- WELDERS - Receive rate prescribed for craft perfonning operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29 CFR 5.5 (a) (I) (ii)). --------------------------------------------------------------------------------------------------------------------- In the listing above, the "SU" designation means that rates listed under that identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indi~te uniq~ whose rates mve been detennined to be prevailing. 9 g --::0 ::~ ~-- -... --- --.J ~~ 0-<"' =c T1 , . N WAGE DETERMINATION APPEALS PROCESS ==1--' - N .- ..\"... ! ~--<"I- n-, ~ rn - ' I.) Has there been an initial decision in the matter? This can be: 0:7] -. ~ ~, ~;, 9 '-..1 -- * an existing published wage detennination :i> .c- .po * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage detennination matter * a confonnance (additional classification and rate) ruling IA030001 - 5 ~- . On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U. S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 2.) If the answer to the question in I.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly. to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U. S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 4.) All decisions by the Administrative Review Board are final. -'" - ~ Cl ,,/ :5~ END OF GENERAL DECISION I 0 :iC ccO U_.t ....::;: dJ ....J:>": i <'J (..)1-- <'J ~_u U_ 0": ."..z c<j "'i- U-:::;: .ro :> ,~ 0 l.= - ,...., IA03000l - 6 FHWA.1273 EJedronIc ver1lon - ~ 10. 1_ ....., .:-C\ 0 C-~ . ~ c.n REQUIRED CONTRACT PROVISIONS 3;0 ;Co 11 (--, -< O':j FEDERAL-AID CONSTRUCTION CONTRACTS N - ." -- . =iC! N Page ~ ...:--0. :-:::1 far Appalachian contracts. when- apPIicable,.lS sp8cifioid In Atlacll- t GeneIlII.... ............... ................. 1 j I I ~.- - ,---, ment A), or ;.:=: :r; :r: \ J a. NondlsatmInatian ............................ 1 0--:- - -- <---,/'.. <::) UI. NonsegregaledFadIilies.... ................... 3 b. employ convIc:t 1abor1orc8l1Y P\llllClS8'wilI'In tile IlmiIs of tile rv. Payment of Pnldelem1Il oed Mlnlmllm Wage ........ 3 pIOject unless ~ Is labor perfomlea by co"~iId>o wIIo are on parole. V. Statements and Payrolls ... ....... ............. 6 supervised release, or probalion. VI. Record of MalerIaIs. Supplies. and Labor . . . . . . . : . . 6 , W. Sublelllng or AssIgning the Contrad . . . . .. . . . . . . . . 7 II. NONDISCRIMINATION VIa. Safely: Ac:ciden! Prevention . . . . . . . . . . . . . . . . . . . . 7 IX. False Slalements Concerning Highway projects . . . . . 7 (AppUcable to an Federal-akl construction contracts and to III X. Irnplelllentallon of Clean PJr Ad and Federal related subcontracts of $10,000 or more.) Wa1erPonutionControIAd.................... . 8 XI. CeItifIcation Regarding Debarment. Suspension. 1. Equal EmploymentOpportunllv: Equal e"l/lb1mentOl'POllU- 1nelIg1b1llly. and Voluntary Exclusion . . . _ . . . . . .. . .. 8 nlly (EEO) requltements not to dlsafmlnala and to lake atlirmalNe XII. Celli:icatiun Regarding Use of Contract Funds far ac:lion to ........ equal opportunly IS set forlh under laws, executive Lobbytng .................................... 9 onle<s, rules, regulations, (28 CFR 35, 29 CFR 1630 and 41 CFR 60) and orders of tile Secretary of Labor IS modified by tile provfslons AlTACHMENTS prescribed heAlln, and imposed pursuant to 23 U.S.C. 140 shill constllute the EEO and specific atIirmative action standanls far tile A. Emp/oyment Preference far Appalachian Contracts contractofs project acIivilies under this contract. The Equal (mduded In Appalachian contracts only) Opportunity Conslruc:lion Contract Speclficalions set farlh under 41 CFR 60-4.3 and the provisions of the American Dlsabllilles Ad of L GENERAL 1990 (42 U.S.C. 12101111 BSI.) set forlh under 28 CFR 35 and 29 CFR 1630 are Incorporated by reference In this contract. In tile 1. These contIact provisions shan apply to an work performed on execullon of this contracl, the contractor agrees to comply with the the contract by the contractor's own _nlzallon and with the fallowing minimum specific requirement actlvilles of EEO: assisIance of wofkers under the Clnrtld.A.... immediate auperin- 1endence and to an work performed on the contract by piecework, a. The contractor wm worle with the Slate highway agency station work, or by subcontract. (SHA) and the Federal Government In carrying out EEO obDgatlons and In their review of hlslher actlvilles under the contract. 2. Elazpt as Ouie.wise provlded lor In each sec:lIon. the conbactor shaD insilrt In each sutx:onIIact an of the stipulations contained In b. TIle contractor wm accept IS his operating policy tile _ Requblld Contract ProvIsions. and finlhar require their fanowing statement tndusIon In III1Y _tier SIIbcontract or purdlase order Ih8I may In tum be made. The Required Contract PrllvIsfons shaH not be "It Is the policy of this Company to assure thsI appllcants are ._...._ by reference In III1Y case. The ptlme conlra<lor ahall be employed, and thsI employees are treated during employment, nlSpOnslbIe far compfl8llC8 by 8ny subcontractor or lower tier without regard to tIleir race. religion, sex, color, national origin. subcontractorwith these Required Contract PrllvIsfons. age or dlsablllly. Such action ahsU Include: smpIoyment, upgredlng. demotion. or transfer, reauilment or reauilment 3. A bleach of III1Y of the stipulallons corDined In these Required sdvertisilg; layoff or termination; rates of pay or other forms of Contrac:t Prolrisions wI be sutliclent grounds far tennlnation of tile COlI"",,1S8Iion; and seiec:lion for training, including spprentloe- conIIm:t. ahlp, preapprenticesh/p, and/or orHfle.job training." 4. A breach of the faUowing clauses of the Required Contract 2. EEO Ofllcer: The contractor wm designate and make known _ rrr.y also be 9~unds lor debannent as provided In 29 to the SHA contracting oflIcers an EEO 0tIlcer who wm have the CFR5.12: responsiblllty far and must be capable of etrectiveIy administering and PRlmotlng an active contractor program of EEO and wIIo must SecIIon I. paragraph 2; be assigned adequate authority and responslblllly to do so. Sec:lion IV. paragraphs 1, 2. 3, 4, and 7; SecIIon V, paragraphs 1 and 2a thlOugh 2g. 3. DIssemination of Policy: AD members of the COIdrac:lol'li staf wIIo are authorized to hire. supervise, promote, and discharge 5. DIsputes arising out of the labor standards provisions of ert'IpIoyges, or who ~I..nend such action. orwtl) are substantially SectIon rv (except paragraph 5) and SedIon V of these Required Invohled In auch action. will be made ruBy cognizant of, and wm Contract PtovIsIons shall not be subject to the general disputes implement, the contractofs EEO poficy and contrac:tual responslbill- clause of. this contracl, Such disputes sh8II be resolved In aecor- ties to pn>vlde EEO In each grade and c1assificalion of employment, dance wfth the procedures of the U.S. o.,...1l.leIII of Labor (DOL) as To ensure thsIthe above agreement will be met. the followlng .setfullh In 29 CFR 5, 6, and 7. Disputeswilhln the meaning of this adIons wm be _n as a minimum: clause Inc:Iude cfosputes between tile contractor (or any of its aubcontractors) and the contracting agency. the DOL. or the e_ Periodic _go of supelVisory and personnel oflIce contraclofs employees or their representallves_ employees wm be conducted before the start of wort< and then not less often than once every six months, at wIIich time the contractofs 6. Selection of Labor: During the perfam18nce of this contracl, EEO policy and its implementation will be reviewed and explained. the contractor shaD not The meetings ~ be conducted by the EEO Oflicer. a. discriminate against labor from any other Slate. possesslol\ b_ All new supervisory or personnel oflIce employees will be or 1ImiIory of the United States (except for employment preference given a thorough indoctrination by the EEO OtIicer, covering In .....' ------- , major aspecIs of the contradot's EEO obligations within thirty days ab.1e lImll. If the Investigation indicates that the discrimination may ~ 1lleIr IepoIling far duty with the c:ontraclllr. affect pelSOfIlI other than the camplalnan~ suell coll8dlve action , shaIIlndude such other pelSOfIlI. Upon complelion of each InvestI- Co AD pelSG.ulOl who "'" engaged in dIred recrullmenl for the gation. the contraclor wID infcllll every complainant of aD of his proj$cl wID be Inslrucled by the EEO 0fIicer In the contractor's avenues of appeal plOCIlduIes for Iocatlng and hiring mlnorfly group employees. 6. Training and Promotion: d. NotIces and posters setting foJ1h the contractofs EEO policy will be placed in areas readily accesslble to employees, a. The contrador wID asslsl in 1ocalIng, qualifying, and applicanIs far employment and potential employees. increasing the sI<JIJs of minorfly group and women employees, and applicants for employment. e. 'The contractofs EEO policy and the procedures to ~nt suell policy win be brought to the allenlion of employees b. Consistent with the contrac:tofs work fon:e requirements by means of meetings, employee handbooks, or other approprlale and as permissible under Fedelal and ~ regulalfons, the means. contraclor shall make ruD use of training programs, le., appren- liceshfp, and on-the-job training progllllTlS for the geographical allla 4. ~ When advertising for employees, the contrac:tor .ofcontract perfonnance. Where feasible, 25 pen:erit of apprentices will Include In all advellisements for employees the notation: .An or trainees in eaell OCCtIIl8Iion shan be in their first year of appren- Equal 0pp0rIunI\y Employer: All such advel1isements wID be placed ticeshlp or training. In the event a special provision for training Is in p,~ having a large cIrcuIalIon among mlnorfly groups In provided under this contract, this subparagraph will be superseded tile ...... fIom which the project work fon:e would normally be as Indicated In the special provlslon. derWd. Co The contractor will advise employees and appUcants for a 'The contractor wID, unless ptIlCIucfed by a valid bargaining employment of available training programs and entrance require- "9"",menl,c:onduc:l sysle..talIc; and dIred recrubnent through public ments for eaell. and prlvatIl e..~ refemII sources likely to yield qualfied mInorfly d. The contractor wIIi perfodlcaDy review the training and group applicants. To meet lhIs requlrement, the contraclor wUI llIenIify lIOUIl:eS of polenIiaI mInortIy group employees, and _bllsh p"",1Otion polenliaI of mInortIy group and women employees and wID wIIh such Identified sources procedures whereby minorfly group encourage erogible employees to apply far suell training and apprlC8lds may be referred to the contractor for employment promotion. consideraJlon. 1. Unions: If the contractor relies In whole or In part upon unions b. In the _the contractor has a valld bargaining ag...... as a SOUIQ! of employees, tha c:orIraCto< wID use htsnler best efforts men! providing for exdusIve hiring haD referrals. he Is expec:led to to obtain tha cooperation of such unions to inaease opportunilies for observe tile provisions of that agreemenl to tha extent that the minority groups and women within the unions, and to efI'ed referrals ayslem permits tha contractor's compr..nce with EEO contract by suell unions of minorfly and female employees. Actions by tha . provisions. (The DOl has held that where Implemerrtalion of suell contractor eIlher cforeclly or through a contractor's assoc:iation acting .og,ee",enlll have the efI'ed of discriminating against mInorllies or as agent wID include the procedures set foJ1h below: WOOllllI, or ~ tha contractor to do tha same, such Implemen- -. __ ElolcuIive Onler 112~, as amended.) L The contraclorwID use best efforts to develop, In c0opera- tion with tha unions, joint training progllllTlS aimed toward qualifying c. 'The co.lbadi){ wID encourage his present employees to more mlnorily group members and wornen for me..lb6rahip In the nd'er mlnorfly group appIIcanls for employment Information and unions and InClll8Sing tha sI<JIJs of mInorfly group employees and . pocedures with ftlgan1 to refenIng minorfly group appllcanls wID be women so lhalthey may qualify for higher paying empIoymenL "'ictet--..t with ert;J1oyees. b.. The contractor will use best efforts to Incorporalll an EEO 5. PensonneI AdIons: Wages, wortOng conditions, and employ- clause Into each union agreement to the end that suell union wID be ee benefiIs ahall be established and administered, and personnel contractuaDy bound to refer applicants wIlhout ftlgan1 to their race, actions of every type, IncIudlng hiring, upgrading, promotion, color, IIlIlgIon, sex. national origin, age or dlsabllily. transfer, demoIiot, 1ayoIf, and _n,shall be _n wIlhoul teg81l1 to race, color, religion, sex, naIlonal origin, age or disability. Co The contractor is to _in infomlatIon as to the referral The~ procedures shaD be~: practices and pollcles of tha labor union excepl that to tha extent a The cantraclor wID conduct periodic inspeclions of project such infDtrllation iswilhln tha _ pcsnm'e'1 ofthalabor union sites to Insure that wotfdng e>ndillons and employee facllilies do not and such labor union refuses to furnish suCh Information to the lndicale dlscrimInatory lIIl8bnent of project slIe personnel contractor, the contractor shaD so certify to the SHA and shall set foJ1h what eIlorts have been made to obtain suell information. b. The contractor wID perfodlcaDy evaluate the apread of wages paid within each cIassIfic:ation to determine any evidence of d. In tha event the union is unable to provide tha contractor cflSCliminalory wage practices. with a reasonable flow of mlnorlly and women referrals within tha lImll limll set forth In the collecIIve bargaining agreement, tha Co 'The contractor will perfodlcaDy review selected personnel contrac:tor wID, through Independent reauibnenl efforts. liD the actions In depth to determine whether there is evidence of dlsc:rlml- employment vacancies without Jegard to race, color, religion, sex, nation_ Where evidence is found, the contractor wID promptly _ national origin, age or cfosablllly; mafdng full efforts to _In qualified __.~( ~ ~L 1fthe1'eview indicates that the ffl$crimination may and/or quarlfiable minorfly group persons and women. (The DOL extend bejOnd the ~ reviewed. such corrective action shaD has held lhal . shaD be no excuse thalthe union with which the Inctude aJI:8ffeclecrP.iilSons. contractor has a collectlve bargaining agreement providing far /'-, :-;: tJ: '.=::~ _ referral failed to refer mInorfly employees.) In the evert the :--: d. The conir8ctor wID promptly Investigate an complainls of union referral practice prevents the contractor from meeting tha 8I!l\ge.:ldiscrimlnatiQn~made to the contractor in connectiOn with his obligations pursuant to Executive Order 112~, as amended, and . ~ 0" 1"'.\ ,"."_ . thaae special provisions, such contraclor ltuIll Irnmedlalely notify the Cl!1!i98IiO",-~r_ th"lt;Ontract, wID attempt to resolve suell com- pIa)nIs. ~willlake ~ corrective actiOn wilhln a reason- SHA. LL ~ r= :3:- _2 ~:: 0> ~ 0 .~ "" 8. ~ ofSuIIconlrac:lIon, Procunlmont of _ and ~of~ lheco.dlaao. shall not_on the grounds of nICe, calor, "'lIgion, sex. national origin, _ or dlsabiIily In the seIec:IiOn and retention of subcontradDrs, including PlllCU". men! of maII!lriafs and leases of equipment. L lhe conInICIDr shan notify aU potential subcontraclllts and supplienI of hisIher EEO obligationS uncIer 1Ills contrac.t. b. 0Isadvantaged business entarptlses (OBE), as defined in 49 CFR 23, shall have equal oppotlunIIy to c::ompeta for and pefform subconlrads wIIIch the conInIctor enlets into pursuant to this conlnIcI. lhe c:ontrac:tar will use his best e1rottsto SCIlicil bids from and to utilize OBE subalntrac:tars or subcontraclots with meaningful minoriIy group and female representation among their employees. ContradDrs shaIJ oblain lists of DBE c:onslruClion firms from SHA petSOIIIISl c. lhe c:ontradDr will use his best efforts to enswe subco... _ compliance willi their EED obIigatiOns_ 9. Reco.. and RepoIts: lhe conInICIDr shan keep such teCORls as necess81)1 to document compDance with the EED requirements. Such ",c:onls shan be retained for a period of th.... ..,.) years fonawiilg completion of the c:o~ work and shan be Cl 0 = available at lll8SOIl8ble times and places for Inspeclion by autho- CJ' rizsd representalNes of the SHA and the FHWA. :2:0 :-'~ 11 ).> ~~ ;;:1 . a. lhe A!COnIs kflIll by the c:ontradDr shall document \he r--'.. - ", \- ~: ,. ) N ::-.-:C iTi -~r- :s: >-, (1) The number of minority and nOfHTlInorily group - "rn , , ;:::;;;~ -- .......-/ members and women employed In each work c:lassificatlon on \he 9 prqjecI; '-:;:'--/....... :?:: )> .r (2) lhe progress and efforts being made in cooperation ..,- _ unlons, wilen appRcable, to Increase employment opportunities for mInorilles and women; (3) lhe progress and efforts being made In locating, hiring, training, quaIIfyfng, and upgrading minority and female _....._ and (4) lhe progress and efforts being made in securing \he ..w:es of DBE subcontractors or subcontractors with meaningful mlnorily and female representation among \heir employees. . b. . lhe contraclots win submit an annual ~ to \he SHA each July for the duration of the plOject. indicating the number of riIlnority, -..en, and non-mInority group emplayees currently engaged in each work classification required by the conllac:t work. This .'r.:....di..n Is to be reported on Fonn FHWA-1391. Ifon-lhe .. .Pege3 jab training is being requked by special provision, tile contradDr wiD made or casIs Incuned far mare than a weelcIy period (but not less be required to coiled and report nlnlng data. often than quarterly) under plans, funds, or programs, whlc:l1 caver , , the patlic:uIar weeldy period, are deemed to be constructively .- IU. NONSEGREGATED FActunES or Incuned during such weelcIy period, Such laborers and machan- Ics shall be paid the _apda1e wage l'IIle and tinge beneflls an the (ApplIcable to aD Fedenil-ald construcllan contracls and to aD wage determInalIan far tile cIassiIlcatIan of war1< SCIu8/1y performed, reIallld suIx:anlr.Icls oJ $10,000 or mare.) without regen! to skill, except as pravfded In paragraphs 4 and 5 oJ this SeclIan IV. L By submlsslan oJ this bid, the execution of this cantracl or subcanlnIcI. or the cansummaIiln of this materfaJ supply agraement b. LabaretS or machanlcs perfonnlng walk In mare than ana or pun:hase anler, as apptaprtalB, the bidder, Federa....1d construe- classific:atian may be compensated at tile l'IIle specified lor each tIan ~4.a..lu., "",^",..h..aa., mate<fal supplier, or vendor, as appll>o classific:atian lor tile time actually worked _in, pravfded, that tile pmm, certifies that tile linn does not maintain or pravida far Its empIayer's payroll records ac:cul'IIlely set faith tile time spent In each ...lpIaj'08S any segregated faciIiIies at any of Its eabfishments, and classific:atian In which war1< Is performed. thai tile linn does not penni! lis empIayees to petlarm thetr seMces at any Iacalian, under iIs cantra~ where segregated facifdles are c. All rulings and Interpretallans of the Davis-8acan Ad. and maintained. The linn agrees thaI a breach of this certllicalian Is a re_ aels cantainad In 29 CFR 1, 3. and 5 are herein Incatparated vialaIian of the EEO ptOVisians of this contract. The linn further by reference In this contract. cierlilies that no ~ will be denied access to adequate faclrdles an the basis of sex or cflS8blllly. 2. Classification: b. f's used in this certilcallan, tile tann .segragatad facilities. a. The SHA contracting afIIcer shaD require that any class of means any walling roams, work areas, restroams and washrooms, laborers or mechanics employed under the contract. whlc:l1ls not _urants and ather eating areas, timecIacka, locker rooms, a(ld listed In the wage delarmlnation, shaD be classified in confannance . ather storage or dressing areas,. partdng Iats, drinking fountains, with tile wage detannlnallan; reaealian or ...-mment areas, nnspartalian, and housing facIDlies provided lor employees whlc:l1 are segragatad by expllclt b, The contracling afficer shaD apptave an additional classlfi. direclive, or are, In fact. segregated an tile basis of race, color, cation, wage l'IIle and fringe benelils only when the fallawlng crtteria refogian, national origin. age or dlsabirlly, because of habit, local have been met: cus1am, or otherwise. The only excepllan will be far tile disabled when the demands far accessibility override (e.g. disabled partdng). (1) the war1< to be performed by the addillanal c1assifi- cation requested Is not performed by a cIassIficatlan In tile wage c. The contractor agrees that a has obtained or wiD abIaJn delannination; idenIIcaI certilicatian from proposed subc:anIracianl or material suppIieIs priarto award of _cls or consummation of material (2) the addillanaI cIassIlicallan Is utilized In tile area by tho supply agreements of $10,000 or mare and that ft wiD retain such construclian Industry; cerllfi<:aIIa,,,,1n Its files. (3) tile proposed wage l'IIle,lncIuding any bona fide fringe IV. PAYIIENT OF PREDETERMINED MINIMUM WAGE . benefits, bears a reasonable relallanship to the wage rates c0n- tained In tile wage detanninatian; and (ApplIcable to an Federa....1d construclian contracls exceeding $2.000 and to aD re_ subc:antrads, excqlI far projecls IacaIed on (4) with respect to helpers, when such a c:IassIIlcatIan I'lladways dassIfied as IacaI roads or rural minor calleclals, whlch prevails In the area In whlc:l1 the war1< Is performed. . .... exempt) c. If tile contradDr or subcontradals, as apprapriata, tile 1._ laborers and machanics (if known) to be employed In tile addillanal c1assilicalian or thetr representatives, and the contracling afIIcer L AD machanics and labaers amployed or wartdng upon the agree an the classific:atian and wage rate (including the amount slta of tile _ will be paid uncanclitionally and not less often than designated far fringe benelils where apprapriata), a report of the once a _ and without subsequent deduclian or _ an any action taken shaD be sent by the contracling atlicer to tile DOL. account [except such payIOD deduc:tians as 8Ill pennllled by Administrator of the Wage and Hour Olvlslan, Emplaymant Stan- ragulatians (29 CFR 3) Issued by the Sac:relary of Labar under the dards AdmInIslratian, WashingtDn, D.C. 20210. The Wlga and Hour CllpeIancl Ad. (40 U.S.C. 276c)] the fun amounts of wages and bona AdmInislratar, or an autharlzed representative, wID applOlle, modify, fide fringe benefits (or cash equivalents thereof) due at time of or disapprave rNery addillanal classlfic:atlan aclian within 30 days of payment. The payment sbsD be computed at wage rates not less receipt and sa advise the contracting afIIcer or wiD notify the than those contained In the wage delarmlnation of the Secretary of cantracling afficer within tile 3()..day period that addlllanal time Is Labar (herelnattar '1he wage delermlnalian") whlc:l1 Is aUached necessary. _ and made a part hereof, regardless of any cantraclual relalianShlp which may be alleged to axisI between tile conlradDr or d. In the evenl tha contradDr or subcantradals, as appll>o Its subcantradDrs and such labaters and mechanics. The wage prtalB, the laborers or mechanics to be employed In the addillanal detanninalian (including any addillanal c1assilicalians and wage classificalian or tllelr representatives, and the contracling atlicer do rates COfl.!'!lnned under paragraph 2 of this Seclian rv and the DOL not agree an tile proposed cIassIlicallan and wage l'IIle (In:tudlng the pasler(WH.1321) ar.F-onn AlWA-1495) shaD be pasted at aD times amount designated far fringe benelils, where apprapriata), the by tile c:OiitradDr ancfils subcontractors at tha slta of the wor1< In a cantracling atlicer shaD refer the questions, Including the views of aU pramine6fand PC / ....f-ibls place where a can be easily seen by tile Interested parties and the racammenclatlan of the contracting afIIcer, ,1iiidcers.:.Ear ll18'pWjlasa of this Seclian, contr1bulians made or 10 tha Wage and Hour Administrator far delannination. Said . _ L..I-:. Administrator, or an authorized representative, will Issue a delannl- ~cas1s reasonablj)mticlpaled far bona fide fringe benefits under section 1\!,)(2) afthil Divis-Bacan Ad. (40 U.S.C. 2768) an behalf of naIIan within 30 days of receipt and sa advise the contracting afIIcer \aPOiers O!~anic:$ are considered wages paid to such laborers a,r wiD notify the contracting afficer within the 3()..day period that '1' nlilch8lli!>!, ~!<>,the pravlsians of Seclian rv, paragraph 3b, addillanal time Is necessary lieleat. A!s9, far ~ p!!lpase of this SeclIan, regular contribullans - ~ '2 0 Plrgt4 c;;) - ~4 ---- I I , .. TIle wage _ (Inc:IudInG fringe benefiIs where appropriate) detennlnallon. _....oed pursuant to paragraph 2c or 2d of this SeclIan PI shall be paid to aD __ performing wOOl In IIle 8ddltionaI ' T Itlcatlo.. (4) In IIle event IIle Buteau of App,,",lu.-hlp and from IIle IIrst day on wt1lch wOOl Is performed In IIle classificalIon. Training, or a Slate apprenticeship agency recognized by IIle Bureau, withdraws apprDVIIl of an apprentioeshlp program, IIle 3. Pay_II of Fringe Bet...nb.' conbac:lot or ..b..",ob...lOo. will no langer be perm_ to uliJlz:e apprentices at less than IIle applicable predelermlnecl _ for IIle a wr.os- IIle minimum wage _ prescIibed In IIle comparaille work performed by regular employees untiJ an accept- conInICt for a class of _ or mechanics Includes . fringe able program Is approved. benefit whlcl1ls not exptllSS8d as an how1y _. IIle contractor or -............... as appowjlo~, shall either pay IIle benefit as stated b. Trainees: In IIle wage -.mInatIon or shall pay another bona fide fringe benefit or an holIrty case equivalent thereof_ (1) Except as provided In 29 CFR 5.16, trainees will not be permitled to work at less than IIle predetennlned _ for IIle wOOl b. Ifllle _oil....... or subcontractor, as appropriate. does not performed unless Ihey ate employed pwsuant to and Individually matce payments to a trustee or other third peISOn. heIshe may registered In a program whlcl1 has received prior &pplIN8l, avi- consider as a Il8lt of IIle wages of any laborer or rnechanlc IIle _ by t'omIaI certification by IIle ~ En1>loyment and Training amount of any cosls reasonably anllcipaled In pRlVldlng bona fide --. fringe beneliIs under a plan or program, provided, thallIle SecretaTy of Labor has found, upon IIle WTiIlen request of IIle contractor, thai (2) TIle ratio of trainees to joumeymarHevel employees lIIe applIcaIlIe _ of IIle DavI&-Ilacon Act. haw been met on the job slle shall not be greater than penn_ under IIle plan TIle Sec/eIaTy of Labor may require IIle contractor to sat aslcfe In a approved by IIle Employment and Training Administration. Any separate account assets for IIle meeting of obflgations under IIle employee IIsled olrthe _II at a trainee _ who Is not registered plan or progt8/IL and participating In a IralnIng plan appmved by IIle Employment and Training AdmInistration shall be paid not less than IIle applicable 4. A,....-- and Traf_ (ProgIams of lIIe U.s. DOL) and wage rate on IIle wage _nninalion for IIle cIasslfication of wOOl IleIp8r&: acluaIly performed. In addlllon. any trainee perfon'nlng work on IIle jell site In excess ofllle ratio pe..,dllbd undeT IIle registered program a Appl8ntices: shall be paid not less than IIle appllcable wage rate on the wage detennlnatlon forthe work actually performed. (1) App<e......... will be permitIed to work at less than IIle .....delb........d rate for the work Ihey performed when they are (3) EVIllY trainee must be paid at not less than IIle rate _.ljllojed pursuant to and Indivfdually registered In a bona fide .pecffied In IIle appn:M!d program for hlslhet _ of progress, """"'~ program registered with IIle DOL. Employment and expressed as a percentage of IIle joumeymarHevel hourty rate Ttainlng _, Bureau of Apprenticeship and Training, or .pecffied In IIle appfocable wage detenninalion. Trainees shall be . _ a State _e<,lIce.ihIp agency recognized by IIle Bureau. or If paid fringe benefits in accordance with IIle provisions of IIle _ a person is ~ in _r IIrst 90 days of ptObalionary program. If IIle _ program does not mention fringe benefits, ..,......_01 as an appreIolIce In such an 6H)ocnticeshlp program, trainees shall be paid IIle fuU amount of fringe benefits listed on IIle _Is not IndIviduaDy registered in IIle program, but who has been wage delennination unless IIle AdmInIs1rator of IIle Wage and Hour certified by IIle Buteau of Apprenticeship and Training or a Slate DIvislon detennines thai there Is an apprenticeship program appre.olIce..hlp agency (where applllpriale) to be efoglble for asooclaled with the conespondlng journeyman-level wage _ on ....c..u..-z ~nl as an lJIlPleolllce. the wage deIennInaIion wt1lch provides for less than fuD fringe benefits for lIPP>~6..,.. in which case such trainees shaD receive (2) TIle ~ ratio of apprentices to journeyman-level _1Ile same fringe benefits as apprentices. employees on IIle job _ In any aaft classitlcaIIon shall not be greaIer than IIle ratio pe.. ,1Ilb,d to IIle contractor as to the entire wOOl (4) In the event IIle Employment and Training Admlnis- force under IIle registered program. Any emp/oyee listed on a tratlon withdraws apprDVIIl of a training program, IIle contractor or peyIOII at an ....eo&.. wage _. who Is not registered or otherwtse oubcol1lraClor will no longer be pennillad to utlIlze trainees at less erJ1lIoyed as staled above, shall be paid not less than IIle appIfcable than IIle applIcaIlIe predetennlned rate for the work pelfolmed untiJ wage rate listed in IIle wage detennInatlon for IIle classlficallon of an accep1ab1e PlOQI8Tn Is approved. work actually perfonned. In addillon, any apprentfce performing wOOl on IIle jell site in excess of IIle ralIo ......dllbd under IIle c. Helpers: 189_ prDgram shaD be paid not less then IIle applicable ... """ on IIle wage __ for IIle work aclualIy pelfolmed. He/pelo will be penniIIod to work on a ptOjecllf IIle helper Whenl a co."'""," or subcontractor Is performing conabudion on a classification Is speciIied and defined on IIle appUcable wage pnIject in a IocaIiIy other than thai In whlcl1lls prDgramls registered. . delenninatlon or Is appIIMld pwsuant to IIle c:onformlIlce poocedute the IlIllos and wage """" (expressed In peteentages of IIle sat forth in Section rv.2. Any worker _ on a paytllll at a helper lourne,,,..... .....1 hourly rate) opeciIied In IIle contractor'll or ... rate, who Is not a helper under a approved definlllon. shall be OllIlconIractoro registered program shall be observed. paid not less than !he apprlC8ble wage rate on the wage determi- nation for IIle classItlcatlon of work aclualIy performed.. (3) &ery "l'Io~dioe must be paid at not less than the "'" ...-if...d In IIle .....""'"ad program for IIle apprentlce's _ of 5. Apprentices and Trafnees (Programs of the U.s. DOT): prll!lI9SS. -... ",1 as a percentage of IIle joumeymarHevel hourty rate opecIfoed in the applicable wage detennination. Apprentices Apprentices and lraineeS WOlklng under. apprentlaSllp and sI<iII shall be paid fringe benefits In accordance with IIle provisions of IIle training programs which haw been certified by IIle::..Secretary of appre~ progt8/IL If the appl8lIlIceship program does not Transportation as pmnoting EEO in copnrction Wi!!'J.F~l-aid specify fringe benefits. apprentices must be paid IIle lUD amount of hlghway construcllon programs are not ~\O lIle.lequlremento fringe benefits listed on IIle wage detennlnatlon for IIle appfocable of paragraph 4 of this Section rv. The m;ghi limeihOurly _wage c:IassIIlcation. If IIle Adminlsltator for IIle Wage and Hour DivIsIon rates for apprentices and trainees undeFsuclli P"'limns lII(illlbb d~ines thai a different praclice prevails for the appIlcable eotabllshed by IIle pllI1lc:uIar programs. TIle!~liO-of .p/[~lice...l'iO ~.... ,- caliol.. fringes ohaII be paid in accordancewith thai trainees to journeymen shall nol be greater:tf1!IiI peimliied by.1Ile .( .--- \ j : : l-Ti ::rr" ;--1 _' -;-j =-..... 'J "-"J-. - '.:2~.h.. 9 .? ~-- ..-.. )> u, _ 01 the pa_ program. 9. _holding for Unpald Wages mid Uquldal8d ~: 6. WIItIhoIdIng: The SHA shall upon lis own IICtion or upon -lllClI*tof any authorized representative 01 the DOl _Id, or cause III be The SHA shall upon iIs own ac:lIon or upon wrilI81 request 01 -Id. fn:lm any rnonIes payable on aazlUnt 01_ perfanned by lIII a_ representative 01 the DOL wIIhhoId, or cause III be the contractor or subcontrador lIIder any such conIract or any oilier wIIbheId, fnlm the _ or subconlractar under tills conIract or Federal contrad willi the same pIime _, or any other any other Federal contract willi the same prime c:olllladDr, or any Fedenllly-essisted conIract IUbjed III the ConlnId Work HOllIS and other ~ conIract IUbjed III DavIs-Ilacon pt8Y8iIlng Safely Standards Ad, _ Is held by the same pltme _, wage requlle.,leIlls whlc:h Is held by the same prime _, as suc:h sums as may be _nnIned III be nec:essary ta satisfy any much 01 the ac:crued payments or advanc:es as may be c:onsldered IIabDities a1suc:h contractar or subcontractor for unpald wages and necessary ta pay IabonIrs and mechanics, Including apprentices, IiquIdaIIld damages as provided In the clause set tortllln paragraph traNes, and helpers, employed by the contractar or any subcon- 8 above. tractor the fu8 amount 01 wages required by the contrac:l In the event 01 faiIunl ta pay any _ or mechanic, Indudlng any V. STATEMENTS AND PAYROUS ~dic:o, lnIiMe, or helper, employed or WOIking on the sIlIl 01 the . -. .U or part 01 the wages required by the contract, the SHA (ApprlC8ble III aD FederaJ..aid conslluction contracts exoeeding conlnldlng ofIIcer may, a1ler wriIIen notic:e III the conllador, take $2,000 and III .0 related subconlrads, except tor projects located on such action as may be nec:essary III cause the suspension 01 any roadways cIassilied as local roads or rural _, _ an> furll.-payment, advanc:e, or flU8'8lIB 01 funds until such vtolalions exempt) -- 1. Compllanc:e with Copeland Regulallons (29 CFR 31: 7. Overllme RequIrements: The contradDr shall comply willi the Copeland Regulations 01 the No collllac\al or subcontractor canlladlngfor any part 01 the Seaelary 01 Labor whlc:h sre _ Incorporated by reference. contract work whldl may require or Involve the employment 01 Iallonn, mec:hanlca, watdunen, or guards (lnduding app,elllic:es, . 2. Payrolls.nd Payroll Raconls: trainees, and helpers desatbed in paragraphs 4 .nd 5 abowl) sllaD a. Pay/OlIs and basic records relaling lheralo shall be require or pennl any laborer, med1anlc:, watc:hman, or gusrd in any workweek In whlc:h heIshe Is ernployed on suc:h work, III _ In maintained by the contractor and each subcontractar during the excess 0140 hoIn In such workweek unless such _, mec:han- course 01 the wal1< and preseM!d for a period 013 yeaIS from the Ie:, wdlU.....n, or guard receives compensation at a rabl not less than da1e 01 completion 01 the conIract for an laborers, mec:hanIcs, _times hisIher basic: rate 01 pay for aU hours wart<ed . apprentices. trainees, watchmen, helpers. and guards WOIking at the . iI excess 0140 hours In such workweek. site 01 the work, 6. V1~ b. The payroll records sllaD contaln the name, social securUy . number, and address 01 each suc:h ehlployee; his or her coned LIabIIily for UnpaId Wages; Uquldaled Damages: In the event c:Iassllic:atlo; hourly rates 01_ paid (Including _ 01 contrIbu- of any vloIallon 01 the clause set fol\Illn' paragraph 7 abowl, the lions or costs antidpaIed for bona fide frlnge beneIils or cash ...._ and any subc:ontradDr responsible lheteof shall be IlabIe equivalent thereof the types desc:ribed In Sec:lion 1(b)(2)(B) of the IDthe atrecl8d e1njl1oyee for hisIher unpaid wages. In 8ddIIlon, such DavIs Bacon Ad); dally and weeIdy number 01 hours -'<ed; ......lII.ctor and subcontractor shaD be IlabIe to the Unflsd states (In deductions made; and adual wages paid. In eddlllon, for Appala- the c:ae 01 work done under contract for the DIstrIct a1Columbia or c:I1Ian contracts, the payroD records shaD contain a notalon indicaling al8rrllllry, III suc:h DIstrIct or III such Ientlllry) forr"l'- ~ _the 0ft1lI0yee does, or does not, nonnaDy _In the labor Such Iquldaled damages sllaD be computed wilIl respec:l III eac:h area as defined In Allac:lvnent A. paragraph 1. __ the Indivldual _. mechanic:. watc:hman, or guard employed In Seaefary 01 Labor, pursuant III Sadlon rv, paragraph 3b, has found vIoIaIIon 01 the clause set tortllln paragraph 7,In the sum 01$10 for that the wages 01 any _ or mec:hanic Inc:Iude the amount 01 any .eac:h calendar day on whk:h such employee was required or costs reasonably antidpaIed In providing beneIils under a plan or pennilIlld'lD woI1< In excess 01 the standard wal1< week of 40 hours program desaibed In Sadlon 1(b)(2)(B) 01 the DavIs Bacon Ad, the wIlIIout paymentalthe overtime wages required by the clause set cohlractar and eac:h subcontractor sllaD maintain reconIs which fol\Illn paragraph 7. show that the convnltment III provide such benefiIs Is enforceable. that the plan or program Is financlaDy responsible, that the plan or program has been communicated In writing III the IabonIrs or medlanics afl"eded, and show the cost anIc:ipaled or the adual cost inc:uned In providing benefiIs. ConlnIctars or subconlnlclCr.l employing apprenlic:es or trainees under approved programs shall maintain _n _nee of the reglslralion of sppresllicos and ~ 4- trainees, and ra\los and wage _ presc:ribed In the applicable -- 2:: programs. o ::<,1" c:. Each contractor and s<tbc:ollllactor",.D fumlsh, each week -- C~ ~ r-..... ::: JJ - In whldl any contrad work is perfonned, to the SHA resident '-. ..:::!- _.lr engineer a payroD 01 Wages paid each ollis employees (lnduding LG ;.-,\-- apprentices; trainees. and helpers, desc:rIbed In Section rv. para- ' N ....~~- i. C) graphs 4 and 5. and watchmen and guards engaged on work during _-. N ~:-- - c<::: \-~.'-- the preceding weekJy payroll period). The payroD submIlIed sllaD set \J.- ~: G""; out ac:c:urablly and completely aD 01 the infonnalion required III be ~ ~ maintained under paragraph 2b 01 this Sec:lion V. This Infonnation w~ c."'::> may be submilled In .ny tonn desired. Optional Fonn WH-347 Is = c-' available tor this purpose and may be purchased from the Superln- lIlndentof Doc:ornenIS (FederaIlIIoc:k numberll29-OO5-OO14-1), U.S. -" I .. 00._,.,_11 Printing 0flIc:e. WlIshinglDn, D.C. 20402. The prime summary of aD ccntmc:l work Indlcallng the total hours worked and contraclar Is responslbIe for the Sllbo"'",,,~ of __ of payrolls by the total amount earned. aD lIIlIlconInIcIO 2. N. the prime contJaclCI's aption. either a single report covering d. . Eadl payrIlII submIIIed shaD be accompanied by a an contracl-'< or separate repor1s for the contractor and for eaell ""Stdt.,_,1 of ComplIance: signed by the contractor or subc:on- subcontraclllhall be suIlmIlled. tractor orblsnler agent who pays or superilseS the payment of the persans ~ under the contract and shaD certify the faUawing: VlL SUBLETTING OR ASSIGNING THE CONTRACT (1) that tile payraD for the payraD period contains the 1. The _ shaD perfonn _ Its awn organization contract .,ru.".a1la<1 ""luinld to be maintained under paragraph 2b of this -'< amounting III not less than 30 pen:ent (or a greater pela!ntage SedIan V and that such InfannalIan Is correc:t and compIele; If specified oIsewhere In the canlracl) of the total original contract price. exdud"mg any specialty Items designated by the State. (2) that such _ or rnec:hank: Cmc:lucfong eaell helper, Spec:iaJly Items may be ....ru."",d by subca11racl and the amount of ......__, and bane) empIayed ail the contract during the payroll . any such specially Items pelfo""ed may be deducted from the lalaI period has been paid tile fun weekly wages earned, _aut -, original c:antracl prfce befafe campuling the amount of -'< required elIherdlreclly or 1ndlreClly, and that no deductians _ been made III be peIfuo"",d by the cantractafs awn arganlzatlan (23 CFR 635). either dlreclIy or IndlreclIy from the fun wages earned; ather than permisslbIe deductIans as set fatth In the Regulalians, 29 CFR 3; a. "lis awn arganlzallan' shall be construed III Include only workers employed and pald dlreclIy by the .prime contrac:tar and (3) that each _ or meclIanlc has been pald nat less equipment owned or nlI1led by the prime c:antractar, _ or wllhaut _the appDcable wage rate and fringe benefits or cash equivalent apellllars. Such tenn does nat Include employees or equipment of far the cIasslficatian of worked performed. as specified In the a subcontractor, lISSignee, or agent of the prime c:antractar. appIlcabIe wage delermlnalian Incorporated Inta the contract b. "SpeclaIly Items' shall be construed to be IImiled to work e. The weekly subnissian of a pmpe1Iy executed cerllficatian that requires highly specialized krMMIedge, abi6lies, or equipment _forth an \he reverse side of Optional Fann WH-347 shall satisfy not ordinarily available In the type of contracting organizations \he requirement far submlssian of the "Statement of Carnpfiance' qualifl8d and expected to bid an the contract as a whole and In required by _raph 2d of this Sectian V. general are III be limited to minor cor!1lOnenIs of the overall contract. f. The faJsificalian of any of the above certIficatlans may 2. The contract amount upan _ the requirements set forth In subject the cantraclarto civil or criminal prosea.tion under 18 U.S.C. _raph 1 of Section VII ls computed Inc:ludes the cast of material 1001 and 31 U.S.C.231. and manufac:lured pradudS _lie to be purcllased or pnxIuced by the contractor under the contract pravislans. g. The contraclar or subc:anlraclar shaD make the records required under paragrap/l2b of Ihfs Sectian V available for Inspec. 3. The aontradr:lr shaD furnish (a) a competent superlnlendent or llall, c:apyIng, or tnmsc:ripllan by authoriZed represenlallves of the supeMsar who is employed by the linn, has IuD authority to.direcl StlA,Ihe FHWA, or the DeL, and shall pelllIlt such repcesenlatives perfamlance of the work in ac:a:lldance _ the contract require- 10 LA>..- employees during working hoUnl an the jab. If the ..-. and Is in charge of an c:anslIudlan aperatians (regardless of ..........ta. ortwbc:anlrllctorfalls to submit the ""luired records or to who performs the -'<) and (b) such ather of Its awn arganlzatlanal make them available, the SHA,the FHWA,the DOl., ,.-aD may, - resaurtes (supervision, management, and engineellniJ services) as -.. natfce to the cantraclar, sponsor, applicant. or owner, take the SHA contrading aflicer determines Is necessary to assure the such aclIans as may be necessary to cause the suspension of any perfannance of the contract. further payment, advance, or guanml8e of funds. Furthennare, faDuleto submit the required records upon request or to make such 4. No partIan of the contract shall be sublet. assigned or ather- IllCOrds avaDable may be grounds for debarment adian pursuant to wise disposed of except _ the wriIIen consent of the SHA 29 CI'R 5.12- contrading aflicer, or autharlzed __, and such consent when given shall not be construed to relieve the cantraclar of any VI. RECORD OF MATERIALS, SUPPUES, AND LABOR respansibully far the fulfiDmenl of the contract. WrilIen cansent wID be given only _the SHA has assured that ..ell twbc:anlrlIct Is 1. On aII_ contracls an the Nallanallfoghway System, evidenced in writing and that ~ contains aD pertinent pravIsians and except those _ provide IIOIeIy for the InstaDatian of protective requirements of the prime c:antnIc:l. devices at IlIilroad grade crassings, those which ate constructed an a farce aa:aunt or d1rect Iabar basis, highway beautilicallan can- VIII. SAFETY: ACCIDENT PREVENTION _, and COII~acls far which the lalaI final constnJctlan cast far I08dway and bridge Is less than $1,000,000 (23 CFR 635) the 1. In the perfannance of this COldnIct the contrac:tar shaD comply .........- shaD: with an appllc:able Federal. State, and lacallaws governing safety, health, ai1d aanilatian (23 CFR 635). The ~ntraclar shaD pravlde aR a Became famRlar with the Dst of spec:Ific> materials and safeguards, safety devices and praIec:liVe equipment and take any supplies c:antained in Fann FHWA-47, "Statament of Materials and ather needed acllans as ft _"Iiloes, or as the SHA contrading Labar IJsecI by Cantraclar of Hill'- Canstrudian ImolvIng Federal afticer may determine, to be reasanabIy necessary to pro\ect the life Funds,' prior to the commencement of work under Ihfs contract. and heaIII) of employees an the jab and the safety of the public and to protect ptOperty In connec:llan _ the performance of the work b. Maintain a record of the total cast of an materials and covered by the contract. owpplies pun:hased for and ilcorparated in the work, and also of the quantitieS of those specific materlaIs and supplies ilsled an Form 2. ~ is a condillan of this cantract, and shan be made a concflllan FHWA-47, and In the unlls shawn on Farm FHWA-47. of each subcontracl, which the collt.acIIlr elters Inta pUrSuant to this c:antrac:l. that the contractor and any subCOfttraclar shih not penn~ c. Furnish, upon the OO"'I'1elian of the contract. to the SHA any emplayee, in performance of the c:ontiiiCt-to woli:in surround- resident engineer an Form FHWA-47 together _ the data required Ings or under conditians wl11ch lie UilSaiili3ry, !EiZarda~ or In par.lgraph 1b relative to materials and supplies, a final labor dangerous III hIsIher health or safely, as detenniried under conSinJe. . '--} N- .-IC") "'-) ~ _/~ -'11 ~-""m ~ ; ..~_. - -, O=:-J == \...-1 ::;;:/, 9 ~i> !- I lion safety and heaIIh standanIs (29 CFR 1926) plOIIlUlgaled by the conlnIcl, unless such _Is exempt under tile Clean PJr Ad. as . SeaelaIy of Labor, In IlCCllldancIl with Sec:tlon 107 of the ConInIct omended (42 U.S.C. 1857 1I1ll!1., as amended by Pub.L. 91-604), . Work Hours and Saf8Iy Standanls Ad (40 U.S.C. 333). and underthe Fedend _ PaIIulIan Conlnll Ad. as Imended (33 U.S.C. 1251 II 1ll!I., as amended by Pub.L 92-600), ExecutNe 3. Pursuant III 29 CFR 11126.3, It Is a condillon olll1ls c:ontract\l1at Order 11738, and reguIatfons In inplen...lllllb. thelllof (40 CFR 15) the SeaelaIy of Labor or aulhorIzed .....- thelllof, sIlaIl Is not Iisled, on the cIat8 of contract _, on tile U.S. EnvIron- have right of entry III any slle of con1raCt peIfonnance IIlInsped or menllIl ProtIlclilln AGenr:'f (EPA) LIst of Violating FacIlilIes plJISUaI1t ......Aii,dL. the ..- ofcornpliallce with the conslrudlon safety and to 40 CFR 15.20. health standards and III carry out tile duties of the SeaelaIy under SecIlon 107 of the Contract Work Hours and Safety Standards Ad 2. Thalllle fim1 agrees to comply and remain In compDance with In (40 U.5.C. 333). IIle ~ ofSedlon 114 ofllle Clean PJr Ad and Sectia1308 of tha Federal Water PolIulfon Con1roI Ad Ind an regula1ions and IX. FALSE STATEMENlS CONCERNING HIGHWAY PROJECTS guldellnes Iisled thareunder. In order to. assure high quality and durable c:onstruclfon In 3. That IIIe linn shaD promptly notift tile SHA of tile receipt of any ....."'",.dI)' with 8ppltMld plans Ind $jl8Cific:albns Ind I high deg"'" communlcallon frllm the Director, 0ftIce of Federal AdivllIes, EPA. of reIIablliIy on *"'ltone,,1s and representations ..- by engineers, 'indlca1lng \I1at a faclllty \I1at Is or wID be utDized for IIIe contJad is conlnIdIlrs, suppIIors, and _ on FederaJ.aicl highway projecls, under oonsicIeraIIon to be _ on lhe EPA LIst of ViolatIng FaciIIlIes It Is essenlial that aD persons ooncemed with lhe project perlonn their _as carefully, lhotoughly, and honestly as posslbIe. 4. Thallhe fim1 agrees to include or cause to be Induded lhe Willful faIsllication, dislIlltion, or mlsreprese_n with respect to requirements of paragraph 1 \llrough 4 of lhfs Seclion X In every any facts related to the project Is a violation of Federal law. To nonexempt suIlc:onblld. Ind fuI1her agrees to take such IcIion as prevent any misuncIenllandlng regarding the sertousness of .utese tha government may direct as I meana of enforcing such require- and similar aclS, the following notice shan be posted on each . mento. Federal-aid highway project (23 CFR 635) In one or more places _It Is readily avaIIaIlle III aD persons COIICelMC1 with tha project: XI. CERTlFlCAnON REGARDING DEBARMENT, SUSPENSION, INBJGIBlLITY AND VOLUNTARY EXCLUSION NonCE TO ALL PERSONNEL ENGAGED ON FEDERAL....ID HIGHWAY PROJECTS 1. Instructions for Certification. PrImary Covenld Transac- tions: 18 U.5.C. 1020 reads as follows: (Applicable to In Fede...1-ald conll'llcls . 49 CFR 29) -NIJoevet; being an officer; agent or employee of /he UnIIsd SIat8s, or of any Stale or Ten1fDty, or wIloewt; _r a pelSCfl, I. By signing Ind sulllnllllng lhfs proposa~ lhe prospective BSSOCIa/ion, firm. or r:otpota/ion, knowingly IIlBkes any false primary paI1lcipant Is provicIlng the certillcallon set out bel..... -..nent; false repmsantatJon, or false report as 10 /he characlar. quafiIy, quantify. or cost of /he mabJttaI used or 10 be used, or /he b. The lnablllty of I pelSOn to provicle the certifIc;ation set out quantify orqvally of /he MOl< perlbmred or 10 be pedonned, or /he below wID not necessarily resuIl In denial of paJ1lc:ipation In lhfs cost thetaof In COI._ wiIh /he submission of plans. maps. covered transaction. The prospec:tive paI1lcipant shan Submit an ~... ,. .... COII1lacts, irc:osts of construdion tin any highway or explanation of why it caMot provicIe lhe ceI1Ilic:atlon set out below. _ ptojet;t_ftJr~ 10 /he SeaaIaty ofTratI8p(lI1a- The certificaIIon or explanation wID be considered In connecIion with lion; or lhe depar1melll or agency's cletermlnallon whether III enter Into lhfs transaclion. However, failure of tha prospective primary parliclpant KfIoewr -W _ any false statemant. false represen- to fumish I ceI1Ilic:atlon or In explanation shaD disqualil'y such a taIioI7, false t8pod or false cIalm wiIh respect 10 /he chatac:IBr; person frllm parliclpallonln lhfs transaclion. qvs/ily, quan/ily, or cost of any MOl< pedonned or 10 be perfotmed, or malet1sls fumIshed or 10 be fumIshed, In COIIIIIlCtion wiIh /he c. The cet1ificalIon In \Ills cfause Is a material represenl8lion construcIiott of any highway or _ ptojet;t sppIlMld by /he of, fad upon which reliance was placed when the depar1melll or Sea8/aIy of TIBI.......lldi.l; or 1gency detennfned III enter Into \Ills transaction. 11 it Is Iatet detetmIned that the prospec:tive primary participant Ia10wIngIy Wlloewr knowingly malc8s any false statement or false repre- rendered In enoneous cer1ificallon, In addition to other remedies sentstion as 10 mabJttaI fact In any .tsta.nant. cetli1icale, or report avaDabIe III the Fedend Go'Iemment, /he department or agency may submillsd pur$U8Il/ to ptD\'IsIons of the Fedetal-eld RoBds At;t termlnale \Ills lnInsaclion for cause of default. epproll8d JlJIy 1, 1916, (39 Slat 355), as amendad and supple- III8II/Jsd; d. The prospecIIve primary patlic:Ipant shaD provicIe Imnedlale wrIIlen notice III the department or agency to whom \Ills proposal Is SIre/I be IInad not more /hat S10,OOO or /mpli$tln8d not """" than suIlmltled if any time the prospecllve primary partlclpant learns that 5 yesrs or bolII.. its certiIicatlon was enoneotlS when suIHnitIed or has become erroneous by reason of chlnged circumstances. X. 'MPLEMENTAnON OF CLEAN AIR ACT AND FEDERAL WATER POLLUllON CONTROL ACT e. The terms -c:overed transaction: -debarred: -Suspended,. lJ'") "lnefoglble: "lower tier covered lnInsaction: "parlIclplInt,. "person,. (App"eo""fto ID FedifaJ.aicl c:onstruc:llon oortracls Indlll aD related "primary covered lnInsaction,. "ptInc:ipaI. . "proposaI,. lI1d "voluntarily Sllbco1I1l~ of SlpO;ooo or more.) . excluded: as used In lhfs clause, have/he meanlngssel out In lhe - -._L.. Definitions Ind Coverage sections of rules implementing Executive a;:~ 'otlh!B_.bicl or lhe exeallIon of \IIis conll'llct. or Order 12549. You may conlad lhe department or agency to which ~ut>Contract. as apprOp_, the biclcIer, Fede.......ic1 construc:llon \Ills proposal is suIlmltled for assislanoe In obtainln9 I copy of \IIose ~or sutX:oitlactor, as "PPropria1e, wID be deemed to have regul8tions. s1Ipula\ed'iS follows: '-- f. The prospedIve primary parilcipant Igrees by submilling LL c:s ~.::: ~~ 1. 1halarij.facllllitli8fiS:orwDI be utilized In the perbrmance oflhfs \Ills proposal \IIal, sIloulel lhe proposed covered lnInsac1ion be \..f? 0 = -=- ..... S ceo ,~ . _IrdD, ft shan not ~Iy enter intO any _tier c:overecI transacllan wilh a penson who '" debam1d. suspended. - lneIIglbIe. or voIunlarlIy -..... from pa.licipallon In this c:overecI CeItIIIcalIon RegardIng Debannent, S..penslon, ineligibility tnmsadIon, unless authorized by Ile depar1rnent or agency entertng and Voluntary ExcI..lon-PrImary Covered Transactions inID Ihfs transac:lIon. 1. The prospective primary par1lc:lpant certIIles to the best GI lis II. The plospedl"" primary paJticIpanl tIIrlher agrees by knowledge and belief. that ft and lis principals: ...b..dIlh",1hfs pnlpOS8Ithat I will Include the clause _ "CeltifI. caIian RegardIng o.b...._.. Suspellslon. IneIIgIblIily and V~ a. Are not pleS8IIlIy debarred, suspended, propOsed for EJa:fualon.Lowe TIer Coveled T/lInsac:tlon," provlded by the debannent, decIaIed lnellglble, or voIuntanly exduded from CO\I8fOd db,.., b .....t or agency enIerfng IrdD this covered transaction, wilhout transaelions by any Federal deparlment or agenc:y. noudlli.dtio.., In an lower tier CO\I8fOd transactions and In an s0licita- tions for -. tier CO\I8fOd lIansactIons. b. Ha1Ie not within a 3-year period pleCIldlng this pnlpOS8I been c:onvlded GI or had a civlI judgement...- against them for b. A parlIclpant In a CO\I8fOd transadfon may rely upon a conlll...... GI _ or a criminal offense In connection wilh ~.~lI..du.... GI a prospective participant In a lower tier c:overecI obIaInlng. .dIt...,Ah..1D obIaIn, orperfollnillg a public (Federal, SIaIlI transadfon that Is not debaned, suspended, ineligible, or voIuntartly or local) transaCllon or contract under a public transac:tlon; 1rio1atlon excluded from the c:overecI transadfon, UlIIeaa ft "- that the GI Federal or Slate antlIr\ISt -.tea or oommIasIon GI embezzle- ..edlficatlol. Is erroneous. A padldpant may _the method and men!. thell, fotgery, bribeIy, falaIfic:ation or deWudion GI recoRls, fnlquenI:y by which I delefmlllBS the eIIgIbIIly GI lis pr1ndpafs. Each making false statements, or rec:eMng stolen property; paJtIclpanl may, bulls not required to, _ the nonproc:wement portion Glthe "lJsla GI Parties Exclllded From Fede/lll Procu""""nt c. Are not pmsentIy Incllcled for or otherwise crimInaJIy or ~ or NonplOCUrement Prow....... (NonplOCUrement List) whlc:ll Is charged by a govammental entity (Federal, State or IocaQ wilh campiIed by the General SeMces Adminlslralion. commission GI any GI the offenses enumerated In paragraph 1b GI this ceIIIficalIon; and l Nothing contained In the foregoing shaD be conslrUed to require _ GI a system GI recoRls in order to render In d. Ha1Ie not wilhln a 3-year. period preceding this applica- good faith the oertillcation l1lquinld by this clause. The knowfedge lionIproposal had one or more publle transacllona (Federal, SIaIlI or and b.ru.....o.... GI participant Is not requited to exceeclthat whlc:llls IocaQ terminated for caUse or defauIl. normaDy possessed by a plUdent peISOn in the onlinery course GI business dealings. . 2. Where the prospective primary participant Is unable ID certify j. Except for transactions authorized under paragraph f GI to any GI the ollllol.._ In Ihfs oerlllicalion. such prospective participant shaD allach.an up-.. to this proposal _Instructions, ~ a partic:ilanlln a covered transac:tlon knowingly -... into a lower tier covered transaction wilh a person who Is ..... _nded, debam1d, lnellglble, or voluntarily excluded from p...~l In this transadfon, In addition to other remedies ..- to the Federal Gcl\Iernrnent. the dopartment or agency may 2. InstrucIIons lor CeltIIlcallon- LowerTlerCownld TllJlIII8C- a.ulb..dD ttlis transactiOn for cause or defaul. lions: (Applicable to an subconlracls, pUlcllase orders and other lower ..... tier transaelions GI $25,000 or more - 49 CFR 29) a. By signing and submllllng this proposal, the prospective lower tier Is plOVid""'9the cetlIfication set out below. b. The oertification In this clause is a material re~n of fact upon which reIIanoe was placed when this transaction was entered Into. If ft is Ialer determined that the pIllSpeClive lower tier participant knowingly rendered an enoneous oelIification. In addition to other remed"18S lIV8iIabIe to the Federal Government, the depart- "'( men!, or agency wilh which this transacllon originated may pursue If") available remedies. including suspension and/or debannen!. ..;r - ~- v*, c. The po ospec:Iive lower tier participant shan provide ImmedI- CJ --:::"-.-/ - ~- lite -. notioe ID the person to which this proposal Is submillad If c....... :c 0..J - '~~, ~ ~c: at any time the poospective -. tier participant learns that lis \ i \ ('l U'.,.-:. oerlific;ation was eno_ by reason GI changed c:ircurns!aJlOe ~. LJ _J ('.l /.... / d. The tenns 'covered lIansaclion,' 'debaned.' 'suspended; __ ~ \.----..--L \J- - .- --. "Ineroglble; 'primary covered transaction; 'partidpan!.. "person; """ 02 , ~ 0 "principal; 'proposal; and "voIuntartly exduded; as used In this I 'G - dause, have the meanings set out In the Definitions and Coverage I = sections GI rules impIemenIing Executive Order 125>49, You may ,-' contact the _ to which this p_lls submIIIed for assls1anoe In obtaining a copy GI those regufallons. e. The prospective lower tier participant agrees by submIltlng this proposaIlhat, should the proposed c:overecI transacllon be entsred into, ft shaD not knowingly enter Into any lower tier covered transaCllon with a person who Is debaned, suspended, _red .... . l Ineligible, or wluntarlly exduded fnlm particIpallon In this =-ed agreement, and the extension, conlinuatlon, _I, am..lIdme.1\, b~~n. unless auIhorIzed by the department or agency with or modificallon of any Federal contract, grant, loan, or cooperaIIve . . which thls lransaclIon ortglnallld. agreement. , l l11e .......p.,.II;e _ tier paIlIcIpant further agrees by b. If any funds other than Federal approprlaled funds have submiIllng tlris proposal that a wID Incfude tlris cbuse IitIed "CertIfica.. been paid Of wID be paid III any person for Influencing or -,..,th'll Ilaa RegaIdIng Debannenl. Suspenslon, IneIiglbI1iIy and. Voluntaly Illlnftuence an officer Of employee of any Federal agency, a Member El<duslon-l..Dw Ter C<Nered Transaction: wlIhout modillcatlon, In of~ an officer Of 1Il1l!oyee of Cong_, or an employee of aD _tierCOVl!led IIansadIons and In aD ...Iicltalions for _ tier a Member of Congress In connection with this Federal contract, COVlOllId ~""_1S. grant, loan, Of cooperative agreement, the undetsIgned shall complete and oubmit Standard Fonn-Ul, "IllscIoallIe FOlII1 to g. A participa..t In a covered transaction may rely upon a Report LDbbyIng:1n accordance with its instructions. ...../lfIQ1tioo, of a ptOSpeCtIve paIlIcIpant In a _ tier covered traJsIdlon that Is not debarred, auspendecl, 1ne1Igib1e, or vaIunlarIIy 2. l11ls 00l1ilI...4., Is a materIal___ offac:l upon whlcll excluded fnlm the =-ed lransaclIon, unless I knows that the reliance was placed when tlris 1ransadlon ... made or _ Into. ....1ili.dli...1s emmeous. A participant may decide the method and . Submission of this cer;illcatlon Is a pnnqulsile for making or frequency by WhIcII a '-'"lioleS the ellgibllly of its prIncipa1s. Each entering Inlll this transaction Imposed by 31 U.S.C. 1352. Arry participant may, bulls not requlrecllll. check the Nonprocurement peIllOf1 who fails III file the required certlf"lC4tion shaD be subject III a LIst. civil penalty of not less than $10,000 and not In)le than $100,000 for eacll socii failuno. h. Nothing contalned In the foregoing shaD be construed III _ire ~ of a syslem of Il!COlds In 0Rler to render In 3. l11e pnlSpeCtive participant also agrees by submitting hiI or her good faith the CotIifiGatio.. required by this clause. l11e knowIecIge bid or praposalthat he or she shaD requile that the language of this 8Ild .If...".... of participant Is not requirecllll exceed that which Is certific:alion be Induded In all lower tier subcontracts. which exceed nonnally ~ :n...ed by a prudent person In the ordinary c:ou"", of $100,000 and that aU socii recipients Shall certify and disclose business dea1ings. accordingly. l. E>a:ept for transaclIons authorfzecl uncIer paragraph.. of 1hese1nstructlons, If a ~ In a covered InInsac:tion knowingly enters Into a _ tier covered transac:tlon with a person who Is suspended, debarred, ineligible, or voluntarily exduded fnlm parllclpatIon In this InInsaction. In addition to other remedies available to the Federal Gooos...,lOnt, the department Of agency with whicll tlris transaction ortglnalecl may pursue available remedies. including lllISPllf1Slon and/or debannent. ..... c...lIlIwlI.... Regardlng Debannent, Suspension. Ineligibility "" =, _ Voluntary Excluslon-l.awer TIer CoveracI Tranactlons: 0 = <:" (-, ~., ::::~ "" 1. The prospective Iowar tier participant ceItifies, by submIsslon Y_-' :<-, of this pnlpClII8l, that nelthet a nor its prlncipaIs Is preoentfy debarred, , Al -il n --<: .....pellded. proposed for debarment, declared ineligible, or volun- ,,~ ..- lattIr excluded fRlm partIclpatIon In this transaction by any Federal =-.:j C) N i _, r- iT] depaIIment or agency. ~ ...... !.--.-. ::=0- '" r-o ;-~:r) ~- <_J 2. _lIIe pcospedNe lower tier participant Is unable III cerlily </.,~ <::> lID eny of the istatements In this certlf"lCIllloll, such prospedive 5> .r:- particlpanl ~ atlacll an explanation ~ this proposat. U1 ..... lCIL CERTlFlCAnON REGARDING USE OF CONTRACT FUNDS !'OR LOBBYING (AppUcable to an Federal-ald construc:tlon contracts and III an mIalled subcontracts whIcI1 exceed $100,000.49 CFR 20) 1. The p.uoo-lNe partIc:lpant ceItifies, by signing and submlllIng this bid or plllpOS81, Illllle _ of his or her knowledge and bellef, thai: a. No Federal appropriated funds have been paid or will be 1l8Id. by or on behalf of the undersigned. to any person for influenc:>- Ing or _mptIng to Influence an oIlicer or employes of any Federal agency, a Member of Congress. an officer Of en1'Ioyee of Congress. or an employes of a Member of Congress In connection with the .....,ding of any Fedeta1 contract, lIIe maIdng of any Federal grant, 1hemaldng of any Federal loan, the entering Inlll of any cooperative _10 Dill': - 050419 AM_ENDMENT to the IOWA 2004 DIRECTORY of DBE~ The 2005 Directory of Certified Disadvantaged Business Enterprises is amended by the following changes. Updates to the 2005 Directory will be made bv similar amendments correspondina to theJgttinas. New changes to the amendment are in the shaded areas. Add new Certified i<S1~.nd. hi ~.r:\q. A..' S~q-fi~tEis,lnc.. P. K Gal10hi I W/DBEs: 16035 J'.J.'No.r;thwe~t'.l-Jighway . , .. ,QllliOa'go, It' 606931 . :; Phone: 'l73-'174f5910FAX.: 773-774-3815 ".., " "',' ',,-,-" ," E-mail: pkf.)ahdhi@.a'ol:com, .. .. . .,Wofk 'fype:Cbn~ulting E.ngineering SefVices in Civil, Ele~trlcal, af.1d MechanicaLEngine!3ring (NAICS Codes" 54130 clOd 541330) .~ ' .. -" Peachtree Telec:ommuniqati(:lns I nternational;~tO,.c sandra Kay S!~wart ., . 5835"BPeacl1th~eCorners East . Norcross, GA"30092 ;. . ' Pnqne: 'l70:442;1'97Q/i70-31Y.?855 FAX; 'l70.242~0818 IE. -ma.i1.:...k.ay.st..e..w... @pea.'.chtre..et.ele...C.om.........c.om...' IWetJS1te; . www.peachtteetelecom.com . iVVQrk Type:$lJpplierNvhole~alet QfProfeS'S'Jboal E.quipment, Fiber Op~icp~pl~; }Nirec:l and,:rvireJess AppI[OCition$;pa.l11e:as, Rac:liqs, I gf1cunty}~91.lIpm~nt,.Manh()les.. andTeJec:On'1[11unroatlons, E.... uJpmeri'!# NAIGS.421490 .513330,. arrd513390 ......... ......., .... . ..' . . . . I Remove from ~~Wsteell'.lnc. I I Directory I' Other Changes: I .. ''',;: ';.}.. 1 ,_, ' _" ....d', Name, Address & I "r I I I Phone Changes: -- ~ o g :> c.r, ):;0 ~ --i ;;::-,... 0-<:::; 11 -IG N r ~-< f- J-' rr; ;::, : II o :0 :t: .--. -==-/, a \...-..1 ~ :.: VI . one'" 0 . , . U") ..... 1 , ... (I.. , , '0>< """,. , , , 00" , , , . 1 . , , , , , , , . , . , , , . , , , . , . , I , .. . , , , '" . , +> . , , , ~ . , "" , 0 . .,;, . , , I . I -01 , . ~, .. . , ~, , '" . , 1><, , > . , H oM . , , , '" " . , , '" 0 . on , ~ (l) . '" <:> 0 , , oM ... . - on I , ", ... Z. ... .. , ~ '" O. ,.., on , , '" H. on , .- I , " .... on , " -M .,;. 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Of J~9~~portation ~ FAX# 515-239-1325 CITY PUBLIC HEARING AND BIDDER PROPOSAL INFORMA nON FOR CITY FEDERAL -AID PROJECT Attention: Project Engineer 0 "" = = <0 on Enclosed are: ::r: )0.- """ -: () -< :;;0 21 N I. Notice to Bidders -:0 N 1- ,--<:: r- m 2. Estimating Proposals with Attachments. iT' """ ;=:;::0 ~ 0 3. Pre-Determined Wage Rate ;tx S' 4. FHWA-1273 ):> w 5. Letting Plans (11 x 17) co The project engineer should furnish a copy of the enclosed items to the city clerk. This information will be used to prepare for the city council hearing on the plans, specifications, cost estimate, and form of contract in accordance with Iowa Code Sections 384.102 and 362.3. The Iowa DOT cost estimate is confidential. The city cost estimate or budget is to be used for the hearing. If there are concerns about the bidding documents or if an addendum is necessary, please contact the Office of Contacts at 515-239-1414. The project engineer will be provided with a copy of all addendums. On the first Monday of each month, the Iowa DOT Advertisement for Bids is published in the Des Moines Register newspaper. The City needs to advertise in a newspaper having general circulation in the city in accordance with Iowa Code Sections 384.96 and 384.97. The enclosed Notice to Bidders page may be used. If you want an electronic version, please e-mail your request to dot.contracts@dot.state.ia.us or call the Office of Contracts at the above number. All questions from potential bidders shall be directed to the Iowa DOT Office of Contracts. The Iowa DOT needs to know that all proposal holders have the same information. Ene. NOTICE TO BIDDERS STATE OF iOWA. Sealed bids wilt be received on April 19, 2005 by the Iowa Department ofTransportation atthe Office of Contracts in Ames, Iowa until 10 o'clock A.M.. CT, for various items of construction and/or maintenance work. Plans, specifications and proposal forms for the work may be seen and secured at the Office of Contracts, Iowa Department of Transportation, 800 Lincoln Way, Ames, Iowa until noon on the day previous to the letting. Mailed bids are to be sent to the Iowa Department of Transportation, Office of Contracts, 800 Uncoln Way, Ames, Iowa 50010. Staff will be available at the Office of Contracts the day previous to the letting and the day of the letting for the dropping off of bids during regular business hours 7:30 a.m. to 4:30 p.m. The Iowa Department of Transportation (DOT) uses the Bid Express website (WNW.bidx.com) as an official depository for electronic bid submittal. The Jowa DOT will ensure that this electronic bid depository is a'~a\\ab\e for a lNo-hoor period prior to the deadline for submission of bids. In the case of disruption of national communications or loss of services by WNW.bidx.com during this two-hour period, the Iowa DOT will delay the deadline for bid submissions to ensure the ability of potential bidders to submit bids. Instructions will be communicated to potential bidders. Opening and reading of the bids will be performed at the Iowa Department of Transportation, Ames, Iowa after 10:30 A.M. on the same date such bids are scheduled to be received. unless otherwise specified by the Iowa Department of Transportation All proposals must be filed on the forms furnished by the Iowa Department of Transportation, Contracts Office, sealed and plainly marked. Proposals containing any reservations not provided for in the forms furnished will be rejected. The Iowa Department of Transportation reserves the right to waive technicalities and to reject any or all bids. A Proposar Guarantee not fess than the amount as set forth in the proposal form shan be filed with each proposal. The Proposai Guarantee shall be in the form of a certified check or credit union certified share draft, cashier's check, money order or bank draft drawn on a solvent bank or credit union, Certified checks or credit union certified share drafts shall bear an endorsement signed by a responsible official of such bank or credit union as to the amount certified. Cashier's checks, money orders or bank drafts shall be made payable either to the Contracting Authority or to the bidder and, where made payable to the bidder, shall contain an unqualified endorsement to the Contracting Authority signed by the bidder or the bidder's authorized agent. A properly compieted Contractor's Bid Bond (Form No. 650001), or a properly completed Contractor's Annual Bid Bond (Form No. 650043), both available from the Iowa Department of Transportation, Office of Contracts, may be used in lieu of that specified above. The contracting al.lthority will Issue an exemption certificate for the purchase or use of building materials, supplies, and equipment that will be used in the performance of the construction contract, as provided by Iowa Code Sections 422.42(16),422.42(17) and 422.47(5). Failure to execute a contract and file an acceptable Performance Bond and Certificate of Insurance within 30 days of the date of the approval for awarding the contract, a5 herein provided, will be just and sufficient cause for the denial of the award and the forfeiture of the proposal guarantee. The Iowa Department 01 Transportation (or other approved contracting authority) hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. On Federal Aid projects, where disadvantaged business enterprise goals have been established, the bidder is required to compiete and submit form 102115 with the bid documents. On all projects without goals, the contractor must show that affirmative actions have been made to seek out and consider disadvantaged business enterprises as potentla! sub-contractors. Some of the projects may be listed in multiple proposals (as an individual project or as part of a combined package of projects). The Contracting Authority will determine which combination of proposals produce the lowest bid for these projects. The listing of projects, and details of the project, for which bids are to be taken will be available to potential bidders and suppliers three (3) weeks prior to the letting dates at the following locations: . Posted on the Intemet at WNW.bidx.com/lowa . Avaiiable in the Iowa Department of Transportation's .Weekly Letting Report" . Available by calling the Office of Contracts of the Iowa Department ofTransportation at 515#239-1414. Minimum wage rates for all Federal Aid projects have been predetermined by the Secretary of Labor and are set forth in the specifications. However, this does not apply to projects off the Federal-Aid System. All Federai Aid projects are subject to the Work Hours Act of 1962, P. L. 87-581 and Implementing regulations. By virtue of statutory authority, a preference will be given to products and provisions grown and coal produced within the State of Iowa, and also, 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 both on projects in which there are no Federal Funds involved. - "" O = IOWA DEPARTMENT OF TRANSPORTATION ___ ~ OFFICE OF CONTRACTS ~<: (J c..-, TELEPHONE: 515-239-1414 Y:..".'::::J ~ C) -< ;;C !/ _ N._ Bid Order: 009 DBE Goal: 2.50 % =< ;:;:) N ,- Work Type: BRIDGE REPLACEMENT - CCS ~_ ii, :l;b iTl Guarantee: $37,500,00 0 _lJ :x i--' project(s): JOHNSON - BROS-3715(626)--8J-52 ;fE ^ 9 '--,' MEADOW STREET BRIDGE REPLACEMENT - CCS OVER THE S. BRANCH OF RALSTON CREEK, SEl1?l3, T791'i"J.6W CO w STANDARD ROAD PLANS ~ Iowa Department of Transportation TOTAl SHEETS t-lfl The '~lowWl9 ~tondard Rood Plans sholl be consider~ Highway Division MAJOR WORK TYPES 3~ <(0 0 I considered applICable to construction wOrk on this pro t PROJECT NUWSER o~ NUWBER DATE NUN8[R DATE NUUIlER DATE PLANS OF PROPOSED IMPROVEMENTS ON THE ClASS 10. 20. &: 2:3 STRUC1"URAl 9ROS-371~626)--8J-~2 RA-40 .. 19 05 RA-63 2/11 /00 RH-22 4/19/05 CONCRETE, REINF'ORCING. STEEL PILES. R.O.W. PROJECT NUYBER , ZI 10/19/04 4/'9/05 pee PAVING, RETAINING WALLS, STORU .-. - --. no_ ------I i=v RA-41 4 19 05 RA-56A RH-5O SEWER. RA-43 .. 19 05 RS-J 1/12/90 RH-51 4/20/04 CITY OF IOWA CITY PROJECT lOE:NT1flCATIOH NUMBER , 1-0 I W RA-50 .. 1!t OJ RB-6 4/19/05 RH-52 4/'9/05 -' RF'-19A 7/15/97 RK-19A 10/29/02 RA- 1 4 15 OJ JOHNSON COUNTY . RA- 2 4 15 oJ RF-19C 42004 RK-19B 10 29 02 i RA-5J 2 11 00 RF'-19E 10 OJ 00 RS- 269 10/28 97 RA-55 10/19/04 BRIDGE REPLACEMENT ON INDEX OF SHEETS . N MEADOW STREET OVER THE NO. DESCRIPTION If) A.Ol nTLE SHEET I A A02 GENERAl NOTES .t REFERENCE MAP . . SOUTH .0". . -, BRANCH OF RALSTON CREEK B.Ol-B.04 TYP1eAL CROS SECTIONS at DETAIlS cO PROJECT C.OI ESTIMATEOf' OUANTITI[S I LOCATION BROS-3715(626)--BJ-52 C.02-C.OJ ESTIMATED REFERENCE INF'ORMA liON I C.04 GENERAL NOTES a: STANDARD NOTATIONS r--- FHWA# 0.01-0.02 STREET PAvEMENT PlAN . PROFllE ill 006560 E.Ol INTERSECTION LAYOUT &: GRADING PLAN N . C.01 EASEMENT PLAN ill I ~OI TRAf'r1C CONTROl PLAN '--' K.OT JOINT PlAN If) ii' ~ The lowe Deportment of T ronsportotion Standard Specifications for Highway and Bridge ...01-....03 STORM SEwER PlAN a: PROF'lL( r--- ~ ti Construction, Series 200 t, plus the applicable General Supplemental Specificatians. ....11 WA lER MAIN PLAN &: PROFlLE r0 Developmental Specifications, Supplemental Specifications and Speciel Provisions, sholl apply 1,1.21 STORM WATER POlLUTION PREVENnON PLAN I 10 to construction work on this project. 1,1.31 SANITARY SEw,(R PLAN a: PROFlLE -~ U.01 RETAlNING WAlL DETAILS (~, t--., (/) V,OI-V.10 BRIDGE INFORMA nON 0 - .. f? b-i 0:: o~/ PROJECT TRAFFIC CONTROL PlAN )::::> 11 - -J ::=0 CO < --"," THIS ROAD WILL BE CLOSED TO THROUGH TRAfFIC DURING CONSTRUCTION. SIGNS FOR 0-<"" -- r- ~- N ST \.~_""", CLOSURE PER STANDARD ROAD PlAN RS-26B. TRAFFIC CONTROL DEVICES. PROCEDURES, I _ __ DR -----...-\:\ ~,- LAYOUTS, SIGNING. AND PAVEMENT MARKINGS INSTAlLED WITHIN THE LIMITS OF THIS PROJECT :::ID N hi . -- ""?/'-L::. 0.\ SHAlL CONFORM TO THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND I \u.snrooo ... ~ HIGHWAYS" AS ADOPTED BY THE DEPARTMENT PER 761 OF THE IOWA ADMINISTRATIVE CODE .:.......;....-, :I>" 0 II -_ Dft or . I'! -'- ~"I ptART ;t ....PlIE: ~ (lAC) CHAPTER 1~. o::!i '" DIVISION 1 I II""-'.;l 8, c a 7 '< <:/'0 <;> -' ',I~ i WOOD... <: w DIVISION 2 ~~\ _" ! -:'" i SUM~ARY -. ::0 This project is opproved under Nationwide Permit 114. MILEAGE 0" :i a. .. MUSCATlNE AVE DlJIlHMa w.u.cE ~' OIV. LOCATION L1N.FT. MILES '" , ' · '~"!I' ()" [~ <:'! :;; . . ". .~ 2 STA. 4+00 TO STA. 11 +90 700 .150 ~ ;; III< ..) (l... <l;; " Value Engineering $aves, Refer to General Notes on Sheet C.04 __ i~i~~~4}:~\~ ~ '" 1 STA. 11 +90 TO STA. 14+25 235 .045 (!; - 0 i JH i 1\ ." ~\~ ~ This project is covered by the lawa Deportment of National Resources NPDES General .. Permit No.2. The contractor sholl carry out the: terms and conditions of General Permit FUNDING SOURCE ~ .- .-... smm No. 2 and the storm water pollution prevention pion which is a port of these contract ~ ~ documents. Refer to Section 2602 of the Standard Specifications for additionol iC-O ~ LOCATION MAP information. &. .J DMSION 1 - BRIDGE REPLACEMENT PROGRAM :; SCAl..E:NONE DMSION 2 - LOCAL FUNDING g. .. Z -' ~ :J APPROVED FOR CONSTRUCTION: ~ Iowa Deportment ARCHAEOLOGICAL NOTE DESIGN DATA URBAN REVISED ~ '8> of Transportation (; CITY ENGINEER 0 IF ARCHAEOLOGICAL MATERIAl ARE ENCOUNTERED DURING THE CONSTRUCTION PHASE OF ~ Highway Division THIS PROJECT. THE OFFICE OF ENVIRONMENTAl SERVICES "",0/ OR THE DISTRICT LOCAl 2002 MOT 60 V.P.O. <( z..JR.~ SYSTEMS OFFICE (I.D.O.T.) MUST BE CONTACTED IMMEDIATELY SO THE PROPER 2022 MOT 90 V.P.D. Z U DATEo IZI2Jf:kt ACCEPTED FOR LmINC: AUTHORITtES CAN BE NOTIFIED ACCORDING TO [XlSTING rEDERAl R(CULA110N$ AND STATE % PROCEDURES. ADDITIONAlLY. ,f SHOULD BE NOTED THAT nNDINGS AND RECOMMENDATIONS '" FOR CLEARANCE FOR FURTHER TESTING CANNOT CONSIDERED FINAl UNTIL CONCURRENCE c Oi - /O-V'!" IS RECEIVED FROU THE OFF'lCE OF THE STATE HISTORIC PRESERVATION OFFICER. 'i Z e ISTRICT LOCAl. SYSTEUS ENGINEER OFtlCE OF LOCATION AND ENVIRONMENT 515-239-1225 9 DISTRICT LOCAl.. SYSTEMS OFFICE 319-364-0235 , '" ~O (!; ~ 1iJ1r, I Shoemaker,j., Haaland (!; -(f) SHOP DRAWINGS _""lIltSS~"I"I'. 0 Uz ~tsS~~. ~...._~~.. !lI ALL SHOP AND FAlSEWORK DRAWINGS THAT .'. ."'.."..... ". /0:/'" ....>, <\ N REQUIRE APPROVAl SHALl.. BE SUBMITTED TO: (f~~?J) {,~;;;~}J <{I SHOEMAKER & HMl.AND ENGINEERS r- I ~O 1~'~AIGIIIecUo!'~ 160 HOUDAY ROAD R t. ong RIJ9. No.ll001 0 C~;wJ lie. No.I3668 "y license renewd dole is December 31, ~4 I 160 HcMlday Road CORAlVILlE. IOWA 52241 i CoraMlle. Iowa 5224. PHONE: 319-351-7150 "Y license renewol dote is Oec:~ Jl. lilll""",,\.\ 0--:> J i Phone:319.35L71SO A.02.8.01.8.02, C.04. G,Ol, U.OI. V.Ol-V.l0 Pages or shftts CQ_" by this sed: C.01-C.03.0.01.D.02.E.Ol.J.Ol.ltOI....01-...Jl P09U Dr &tints e_ed by thitl HOl: I Fax: 3 19.337.6792 DESIGN NO. FILE NO. JOHNSON COUNTY PROJECT NO. BROS-3715(626)--8J-52 SHEET NUMBER: A.Ol . n ~, f .' ./ ; I i~E it \ II J ~i !I ,. II " ., n .. illh ,! ~ Ii \~ l / I . Ii -- -... ....... .j. . -. . - I , , I - - , , 1 , t I - , t I . I -~~ J '-> DOVIER_STlRIEIE'1I" '- I / ~~'.~J , I J f I :\~/:- I - ...- ~-. '; >,,-... \ -. -- .. - ...._ -'0 'i./..: " ;.,,' -- CO ._~ ~ n-._ ~=--~J ~ - -- __~_z -_. --- " -.' ' ti ~ .' --.-....' .'- .-- -.- / 'l--<\ I 6 '::::: _.' "-. --. fF~' .1--""\ <- j':r ..=: . ,-- i-..--J ::a: u - --. -- ,- J UJ .~r / . ~ ()t-: ----- --- .. .-- "- / i N -------- '-. . . . t-~ --' I~ / , . i : \ * N / ", I ';,r- >#I-~ ..- -- , ./. ., @1 Dc~ i- <C. ___ ./" ~ -cD: '-;.- __ / /" ' ... .~ U' wg~ .... ~GENE6L NOTES Ul c:::l> - Cl sto.;o i ~--.....!1. SOILS REPORT 106045608.01 PREPARfD BY TERRACON CONSULTANTS IS ID. EXISTING F...ClUTIES (CURBS, PAVE"EN~ UTIUTIES, ETC.) O........GED BY THE 17. CARE SH...LL BE TAKEN TO PREVENT ANY PElROLEUM PRODUCTS, 0 Z AV"'ILABLE FROM THE OWNER BY REQUEST. CONtRACTOR SHALl. Be REP....RED OR U'LACED BY THE CONTRACTOR ...T NO CHEMICALS, OR OlHER DELETERIOUS 1M TERI...LS FROM ENTERING ~ ~i~ffi~ ADOI11ON...L EXPENSE TO THE OWNER. 1l00IES. STREAMS, OR WETtANOS. ... 2. ALL DI..ENSlONS ARE HORIZONTAl UNLESS NDlID OTHERWISE. 18. CONSTRUCTION EQUIPMENT, ACTIVITIES, AND MATERIALS SHALL BE KEPT o=:;o .. II. CONTR...ClOR IS REQUIRED TO ......NT...IN POSI11VE DRAlN...GE ON lHE SITE IB:8~~ :: 3. THE CllY AND UTlUTY COMPANIES WHOSE FAClUTIES ...RE SHOWN ON THE PlANS lHROUGHOUT THE PRO.JECT OUR... TlON. WHERE EMBANK..ENTS MIl TCH INTO OUT OF lHE STREAMS AND WETlANDS TO THE MAXIMUM EXTENT POSSIBLE . OR KNOWN TO BE WITHIN lHE CONSTRUCTION U"ITS SHALL BE NOTIFIED BY THE EXISTING GROUND, CONTR...CTOR SHALL ENSURE PQS1TIVE DRAINAGE. FOR.. WORK ~ ~~~a:~ - CONTRACTOR BEFORE BEGINNING ANY CONSTRUCTION WORK. FOR SLAIl SHALL BE "'PPRoVED IN ADVANCE BY OWNER TO UMIT OBSTRUCTION 1B. IN ORDER TO S...VE AS MANY TREES AS POSSIBLE lHE CONTRACTOR :I TO STREAM FLOW. IF ...DOtTIONAl AREAS ARE NEEDED FOR STAGING, STORAGE. SHAlL BE REQUIRED TO KEEP TRENCH WIDTHS TO A MINI..UM AND TO NOT ~~CJ)~b ;! 4. LDCA TION. SIZE AND DEPTH OF BURIED UllUllES ARE ILLUStRATED B...SED ON ETC., IT IS lHE CONTRACTOR'S RESPONSlBIUlY TO OBTAIN WRITTEN PER..ISSlON DlSlURB ANY CREEK EMB...NKMENTS OUTSIDE lHE GRADING AREA. ~ g ~ ~ ~~ "'V"'ILABLE RECORDS FROM THE UTlUTY OPERATING "'UTHORllY. RECORD FRO.. THE OWNER. .( LDCA TIONS ARE FIELD VERIFIED BASED ON OBSERV...BLE SURF...CE rEA tuRES 20. All CONSTRUCTION STAKING AND TESTING SHALL BE FURNISHED BY lHE t SUCH AS MANHOLES, VALVE BDlCES, EVIDENCE OF TRENCHES, ETC. EXCAV...TIONS 12. All OPEN EXCAVATION AND ENTRANCE TO BRlDCE SHAlL BE PROTEClID WITH OWNER. =:; a: 0 ~ o.lf HAVE NOT BEEN MADE TO VERIFY l.llCATlONS OR DEPTH OF BURIED UllUTIES. SAFElY FENCE. il THE EXACT LDCA TlON ...ND ELEVATION OF All UTIUTlES ..UST BE DElERlIINED BY 21. All olSlURBED AREAS SHAlL HAVE SOD INST...LLED AFTER FINAL GR...DING. f. THE CONtRACTOR. IT SHALL BE THE DUlY Of' THE CONtRAClOR TO ASCERTAIN 13. CONTRAClOR SHAlL BE REQUIRED TO COIIPI. Y WITH lHE ClTYS NOISE ORDINANCE .. WHETHER ANY ...DOtTIONAL FAClUTIES OlHER THAN THOSE SHOWN ON THE PlANS ~CEPT FOR SAW-CUTTlNO P...VEIIENT JOINTS). REllULATlONS OF THE NOISE 22. lHlS PROJECT IS COVERED BY THE lOW... DEPARTMENT OF NAlUR...L ~ ..... Y BE PRESENT. OVERHEAD UTIUTlES ...ND UNDERGROUND SERVICES ...RE NOT DAlE t2-21-G4 SHOWN. IOWA ONE CALL NUMBER FOR UTlUlY LOCAlES IS 1-800-292-8989. DlN...NCE ARE .AV....LABLE FROIJ THE CllY ENGINEERING OEPARNENT. RESOURCES NPDES GENERAL PERMIT NO. 2. lHE CONTRACTOR SHALL ORAWN J9N II 14. All ..... TERI...L OF THE EXlSTlNO STRUClURE TO BE REMOVED SHALL BECOME THE CARRY OUT THE TERI.lS AND CONDIT1ONS OF GENERAL PERMIT NO.2. AND ctf<D CAW 5. THE BRIDGE CONTRAClllR IS TO INSTALL SUBDRAlNS AND WEEPHOLES BEHIND PROPERlY Of' lHE CONTRACTOR AND SHALL BE REMDI/Ell FROIJ THE SITE BY lHE STORM W... TER POLLUTION PREVENTION PLAN, WHICH IS P...RT OF AFRCN. CAW .. ~ THE ABUNENTS AS DETAlLiD. THE SUBDRAJNS SHAll. BE AT LEAST 4 INCHES lHE CONTRACTOR. THESE CONTRACT DOCUMENTS. REFER TO SECTION 2602 OF lHE IN DlAllETER ...ND MEET REQUIREMENTS FOR THE TYPES PERIIITIED IN SECTION STANDARD SPECIFICATIONS FOR AODlTlONAL INFORMATION. PROJECT NUMBER t 4143.01C. 15. THE CONtRAClOR IS ENCOURAGED TO CONDUCT CONSTRUCTION ...CTIVlTIES DURlNO A PERIOD OF LOW FLOW. ANY 1!lIPORARY GROSSINGS SHAlL INCUJ1lE 23. NO PLANT INSPECTION SHAlL BE REQUIRED FOR ...NY PCC PAVEMENT. 04043 ~ 6. ALL STRUCtuRAL CONCRETE FOR THE BRIDGE FLOOR IS TO BE CLASS 'C', ENOUGH CULVERTS TO ACCOMMOD...TE LOW FlOWS AND IIUST BE REMOVED AFTER -- ~ SUBSTItuTION OF ClASS "0' STRUClUR...L CONCRETE IS NOT AlJ.OWEIl. COIotFUTlON OF WORK ON THIS PRO.JECT. THE CONTRACTOR IS REQUIRED TO 24. CONTRACTOR SHAlL COORDINATE WllH CllY TO HAVE SIGNS REMOVED. I REIIOVE ALL FlLL-M...TERIAL USED AS A 1!lIPORARY CROSSINO TO AN UPLAND, OWNER SHAlL REINSTALL ALL SIGNS UPON COMPLETION OF lHE PROJECT. SHEETTmE 7. ...LL REiNFORCEMENT SUPPUED FOR THIS STRUClURE IS TO BE GRADE 60. NON-WEllAND SITE, TO SEED ALL DlSlURBED ...REAS WITH N...TIVE llRASSES. ...ND ~ ALL OF THE REiNFORCING BARS IN lHE BRIDGE SLAB AND BRiDGE APPRD...CH TO II!PLEMENT "'PPROPRIA TE MEASURES TO INSURE SEDIMENTS ...RE NOT 25. FlRES AND BURNING OF ANY MATERIALS IS PROHIBITED BY lHE CITY. GENERAL NOTES 8, INTRODUCED INTO W...TERS OF THE UNITED ST...lES DURING CONSTRUCTION OF AND REFERENCE . SlOEWAlK ARE TO BE EPOXY CO"'lID. SEE EPOXY CO"'lID REINFORCING BAR THIS PRo.ECT. IF CLEAN EARTH IS USED AS FILL IN A 1!lIPDRARY CROSSINGS, 28. CONTRACTOR SHALL COMPLETE SUFFICIENT CONSTRUCTION TO M...INTAIN MAP I UST IN THESE PLANS. INCLUDING CULVERTS. SHAlL BE INCIDENTAL TO THE PRO.ECT. ...CCESS FOR PEDESTRIAN TRAFFIC ACROSS RALSTON CREEK AND lHROUGH 9. THE MEANS Of' lHE WORK AND THE SAFElY OF lHE CONTRACTOR'S EMPLO'I'EES 16. EQUIP..ENT FOR H...NDUNG AND CONIIE'flNG WlTERIAlS DURING CCONSlRUCTION lHE PRo.ECT SITE FOR lHE 2005-2006 lOW... CITY SCHOOL YEAR. ARE SIlLEl Y THE RESPONSlBlUlY OF lHE CONtRAClOR, THE CONtRACTOR HAS SHALL BE OPERA TEO TO PREVENT DUMPING OR SPlUlNG OF THESE ..... TERlALS (APPROXIMATELY AUGUST 22. 2OD5) SHEET NUMBER ~ A CONtRACtuAL OBUOATlON TO COIJPLY WITH AlL APPUCABLE LAWS AND INTO WATER BODIES, STREAMS, OR WEllANDS EXCEPT AS ...PPROVED. ! REGULATIONS INCLUDING THOSE OF OSH.... ... T NO TI..E WILL EllHER THE OWNER A. 02 & i!i OR THE OWNER"S REPRESENTATIVE T...KE RESPONSlBIUlY FOR EiTHER lHE MEANS REV ~ OF THE WORK OR THE SAFElY OF lHE CONlR...CTOR'S EMPLO'IEES. N BROS 3715 (626) 8J 52 . i' I 112-6 '" I :1 TABULATION OF BRIDGE APPROACH SECTION ~. - .' (Refer to Standard Road PIon RF-19E, RK-16, RK-I9A. RX-19B, RK-19C, RK-l90, RK-19E, RK-19f". R1H9G. RK-i9!-!, or RX-l9J) 1 Not Q bid item [10-03-00 "I .~ ~i 2 Bosedcn 6" obove modif.ed subbase -\ J:;:5~ "I LOCATION APPROACH PAVEMENT SUBDRAIN APPROACH SUBGRAOE TABULATION OF 112-4 i I i5~ 'I ;j CD Reinforced Perforated Subdroin Porous I Closs 'A' Modified Polymer PEDESTRIAN CURB RAMPS 04-1S-03 ) I ftH j. Crushed .. Pavement Subdroin I Outlet I Backfill Subbase Grid 1 REMARKS LOCATION SIDE TYPE * ..., ~~... I: Bridge Station End Stone 1 Thickness Area 4" Backfill 2 I 9+80 Ll TYPE B 6.0' I~ I ~ ~i ""'" Sq.Yds. un.tl. Stotit)n Sid. Cu.Yds. CU.Yds. !"" Sq.Yds.. 12+60 LT TYPE B 6.0' H 12+80.10 TO 13+00.10 SOUTH 10 55:6 - - 7.25 64.44 RK-19B MOO. TO 20 REINF. SECTION LIMITS ONLY 12+60 RT TYPE B 6.0' Ii 13+43.10 TO 13+63.10 NORTH 10 55.6 - - 7.25 64.44 RK-19B MOD. TO 20 REINF. SECTION LIMITS ONLY 13+ 50 LT TYPE B 10.0' . 13+50 RT TYPE B 10.0' I REMOVAL OF PAVEMENT 110-1 I . Nolo bid item 04-27-99 , AREA SAW CUT i 1 STATION TO STATION Sq. Yd,. Un. Ft.. REMARKS r'a'l I 9.3' 5.0' , 9+28 9+90 120.96 '0 BETWEEN SIR. '5 & '6 l' OR GREATER AS SPECIFIED '" 7" 7HlCK Pee ROA!lWA Y r-l" p(R~ 1 9+90 11+80 192.78 25 RD PANEL OF PERRY CT. a PAVEWENT WfTH INrEGRAL , 6- HIGH PCC CURB i 11+80 13+01 569.74 25 MEADOW ST. - $. OF BRIDGE 2% MAX. CROSS SLOPE \~:J '" .." 1I-IICK Pee S/DE'WALK- ~, U 2:.Q!., "" 1.3+42 14+25 230.63 25 MEADOw ST. - N. OF BRIDGE ~.-!. PER FOOT :; 6- THICK COMPACTa) ,J;;).. = ~ d'. cf' "' . '. SUBGRAN (95% STANDA :.2;:. 0 I ::> . -n ~ 110-5 "- PROCTOR DENSlTY) .....~ .~ TABULA TION OF SIDEWALK REMOVAL " ~ ~ " 4' 'Y'" :::', ~ ._- ~ . 10-13-72 / '" -- . - - (j--- , WIDTH VARIES DRILl AND OO'lof'L TO '" 'nl 1 AREA (XlS11NG PA'of:UENT (8T-1) '--'(l . STATION TO STATION REMARKS ---J ,-. I I Sq. Yd,. TYPICAL SIDEWALK CROSS SEC110N PERRY CT. PAVEMENT REPLACEMENT :< rr' -:;:0: 0 ::>- , __-.r', <2 I 9+28 9+82 40.64 sw OF CATSKILL-PERRY N.l.S. N.T.S. 0";::' 9+28 12+21 121.88 L SIDE Of PERRY CT. TO D.l. ~' 12+55 13+01 32.50 W. SIDE Of PERRY CT. .::- . 12+55 13+01 23.27 SE OF BRIO -p '" U 13+42 14+82 67.19 W. SIDE OF UEADOW sr. 13+42 14+82 47.48 E. SIDE OF MEADOW ST. ~ ~ . " w -' ~~ w ::; 25' B/B . ::t C\l 0. ...."7 ~ - U;;S '" cD W, ~ -, , ~ 12.5" 12.5' 0<0 ~. w Wa:C\l Cl Clc..!B. o - Cl <Cen'" !::! 2' PROFILE GRADE ~ - Zr-r' 6" STANDARD CURB P.C. CONCRETE PAVEMENT RH-22 gj~~t5~ 2' ;; ill 2.0% 2.0% CD tu <C Cl ::qg ai ~ ). w....tu~a: ~ a:ZwOlD "'l ti~a:a:~ ;; @ @ ~~~~t; 0 In 0 Cl :3 W Z ~t; 0 ~ In e; ~ ~~ '" ~ II! 111I11111 II! III III liE :;:a:CllDc.... 9 ,II III III III III III III III III 111311311 111, III III III III III IIEIIEfIIE . , 91 III III III lill-1I11 III II mill 1111111111111~U1l1llllllll1llllt",1I1i?1I III III III III III III lI'IIIIIIIIIIIIII~lIlllmlllllllllllllllll III I OJ DAlE 12-21~ c: ~ II 111311 II II I III II III 4"" LONGITUDINAL SUBDRAIN DRAWN JBW .. SUBGRADE TO BE SCARIFIED CHKD CI'tN 0 6 GRANULAR SUBBASE TO A DEPTH OF 6" AND (BOTH SIDES OF STREET) APRov. CI'tN ~ RECQUPACTED TO 95~ :2: .. STANDARD PROCTOR DENSITY 9 PROJECT NUMBER '" 04043 " 0 TYPICAL SlREET PAVEMENT CROSS SEC110N " -- g...... (!; N.T.s.. 0 LOCA TION SHEET TITLE ~ ~ TYPICAl.. N @ CROSS I. SLOPES TO MATCH EXISTING WITH MIN. CROSS SLOPE OF WALK 0 1/'- PER 1'-0' AND CD ROAD IDENnFICA nON STATION TO STATION SECTIONS & 2:<; GRADE IN AREA BEHIND CURB. REFER TO OTHER DRAWINGS FOR DETAILS OF SHOULDER INCHES DETAILS AND SIDEWALK CONSTRUCTION MEADOW STREET 13+42 14+82 7 2. NOR"'AL SECTIONS SHOWN "'A Y BE APPROPRIA TEL Y ",oo"'EO FOR AREA sPECIFICALLY @ EXCAVATE AND BACKFILL 2'-0" BROOKSIDE DRIVE 12+48 67' RT 12+48 1.3.5' RT 7 SHEET NUMBER DESIGNA TED BY THE ENGINEER SUCH AS INTERSECTIONS OR SUPERELEVA TED CURvES. 8.01 &, RfV BROS - 3715 (626) - - 8J -52 - - - ------- -- . n 1'-11' HiN.. ~. I .' $lANIlARD R1P<li AND S[L. stALING COVER tr..~'iJiJ':.,l~l1V[D ~ IIU~ H (SEE PLANS OR SPE:CIrJCATlON$) ~ EXISTING GROUHD :~:~ -~ !' SURf"t'U ''''' .... - BRICk OR CONCR[n: "5 . ~ ". il I'-W MlN. UNDEVE OPEn lAND .... ST~D R1NG AND SELf S!:AL.JNG CDVrR W'~.r':.,l~OV<D REOUIREt) TO ""....X Of ." TO ...........CHIMt€y SEA!..CSHDVN) lMIllJSTIUlCk . . fr~ MEtT GRADE VlllH 2.... MAX. - I' <SEE PlANS DR SPEClf"JCAlIDNS) -L ~~lItf ~~D HElClHT or SPACER RlNOS. [XtERNAL. - UNPAVED AREAS I IIi INct.UOING UTUTY ACCESS L INTERNAL ~ PAVED AREAS BEND (PlAN) Ii IJRtCK c.Yf CONCRETE AS l.HIEV[UJPED LAND "'- DEAD END (PlAN) I~ [ - REQUIRED TO MAX Of ..' TO ~C~UMNty SCAUSHD\I'N} "'-D' E'CCENTR]C NEEl GA.t.O( WllJ.! 24' N"'X. tONE: SECTION HEIGHT or SPI;CER RINGS. ()CT[RNAL - tH'AV[D AREAS 12' "IN. Ii INClUQt.lG U'nUTY ACCESS INTERNAL, . PAVEll AREAS ".",,""'" fRAME. l~' MIN. ~ d - I r STtP lr." MAX. STEP -...... 1 f ',"j',", lMlUST"OOC X. ~2~1l&E~1~~H':=~_~~ING ~~l, 1i:['i~a~HW:~_~4~ING ......... I -, t ~~~~,~DNffl[lftlfE(!J~f ~~i~It~DNfNr~ET~Et!J~ TE[{Pl~ I 4' rQR ( 21' P]P{ ". fOR ( C'l" PIPE . Trr (PLAN) . S' FOA ) 21' PIPe 5' rQR ) ZI" PIPE I .. --1 -j t.: ~ .. --1 -l t.: ~ """" J "-"" B' B' j DI2 T 0/, T , I ~h "pkffr~#R~~~rf'f\.~Rt ~F.i '-LDK F'\\o"" ....."'ai9.!im ""'''' I 1.:5'+1 1~'+T PC PASSF. T OUGH Ttf: IJL VAlL "'" ..,...." I CROSS """") CROSS (PLAH) I I FOR DEPtHS lESS THAN 8 FT. FOR DEPTHS GREA lER THAN 8 FT. N.T.S. ~ N.T.S. N.T.S. THRUST BLOCKS ARE REQUIRED AT PIPING DlRECllON CHANCES. AT D[A/) I;i CO ENDS. AND AT RRt HVIlRANlS. THRUST BLOCKS SHAI.l. BE I ~ S. POURElHN-PlACE CONCRElE 2.000 PSI MINIMUM STRENGTH AND SHALL ~- BE CAST AGAINST A SOUD. UNDlSlURBED EDGf: OF TRENCH FOR B[ARIHG. r, · Cl ,/ .:> P."""" NO BOLlS, JOINTS, OR DRAIN HOlES SHAU. COllE INTO CONTACT WITH THE --- " P.\tIlElIT a:~ CONCRElE THRUST BLOa< AND 1HE PIPE SHAU. BE WRAPPED IN WITH A L-J ;a: 'II Pl.ASllC SHEET AT THE CONCRElE BEARING SURFACES. f-~ W Iimt: ~- - "AVED.~ 1NCUIDE I.DNGrIt.IDOW. lHRUSTBLOO< aUunnES /IN.~ --i N ="'aJOIJ..~"IIlAHSV<lIS! PIPE SIZE DEAD Ell> ... IIENll 46-BEt() t1.:WOR &l~ N ~,~ .. STRfET. OR lEE 22.I5-BEftI) LL a::: (- "JRENa.f 8AaCFIU. r B.. U ... ... as' - c:a: c ::::r:. CRNu.M Ma<FnJ. r 10.. 14.. 7.. ... UJ UJa:~ J or: u :;;: (SEE ~ 'lEM) CJ ~o..~ '-'-' 0 o Cl)ltl <= IlEllDlNO ~~~ffi~ = -- IlEIlDlHO BACkFlU ANn BENlINa UA TERIAI ~ '" GRANulAR IilATERIAL. CCIIPACtED 1'0 .. ... STANDARD PROCTOR DENSIlY 0RANUlAR 1ilA1ERIAL COIPACTED 1'0 89 Jl STANDARD PROCtOR DENSIlY :: tNCIDEHTM. TO PIPE 1NSTAWr.11ON) (1Nc:lD<N7A1. III .... lNSTAUA7lON) A. GRANULAR BACKFILL: PER aJRRENT lOOT SPEClFlCAllONS. PUJS O::!E~ x PIP[ 0.0. PUJS 24- (M.t.X.) SUPPl.EllENTAL SPEClFlCAllONS AND SPECIAL PROVISIONS ~~W~cn ~ PIPE 0.0. PlUS 24- (WAX.) ~ ~ ~ B. SUITABLE BACKFlU.: SUITAIILE BACKFlLL AND BEOOING fOR PIPES AND Cl)UJg:a:'l/. J ~ STRUCTURES SHALl. BE APPRO';m SUITABLE MATERIAL OBTAINED :s: aSen 0.. f- ~ !:!. FDR RCP STORM SElIt:R PIPE FOR I'Ve SANITARY SEWER PIPE FROM SITE OR FROM OFF-SITE BORRoW AREAS. MATERIAL TO BE U ::!Eu 1 ci N.T.S. N.T.S. FREE OF FOREIGN SUBSTANCE, DEBRIS. LARGE STONES. ROCKS (1.5j. ~ g ~ ~ ~I ci ROOlS, ORGANIC OR FROZEN MAlERIA!.. EXPANSIVE MATERIAL. AND t Ii' OTHER DELETERIOUS IotA 1EIlIALS. SEE DETAILS ON DRAWING AWOR \!l Ir l'rI'lCAL DETAIl DRAWINGS TO 1HE LEFT fOR l'rI'lCAL EXIDlT ::l;a:o~a.. i: ~ SELECT BEDDING MA lERIAL ,;; ~ C. GRANUl.AR PIPE BEDDING: lUAN CRUSHED STONE; COIIPl Y WITH FOUO'MNG CRADA liON. DEPENDENT UPON PIPE DIAMETER. DAlE '2-21-04 a PAVEMENT SEVE PPE 4.... Dl.\MElER PPE OVER'" CIAIlElER DRAWN JBN PAS NTPAS CHICO eRN Ii 1-1/2" 100 APROI. eRN ~ G 1. lDO lI6-1DD t ..... ..... 35-70 PROJECT NUIlBEll I 1/2" 3S<<l - 04043 11lIl<CHBAa<FlLl. 1RIHCH ........ W ..... - I SUITABLE ~ CClMPACTE:D TO 80S IlIlNOJI-'ltIlACllf1U. NO.4 M M -- ~ STNA\RD PROCTOR DPISITY (5[[ III 1lEM) _AI. 10 PIPE lNSTAllA 1lON) D. ALTERNATE GRANUlAR PIPE BEDDING MAlERlA!.: lOOT 4120.04 ClASS SHEETlllLE IlEDOlNQ - A CRUSHED STONE MAY BE USED IN STABLE TRENCH CONDIllONS AS TYPICAl ORANUI.AR 1ilATtRW. COWACTED 1'0 HX 0RANI.Jl.AR 1ilAlERW. COMPACTED 10 ass APPRO\IEO BY THE ENGINEER. SAND BAa<RlJ. IS NOT PER\lITTED. i STNIWtD PROCtoR DENSITY STANDARD PROCtoR DENSITY CROSS iHODEHTH. TO PIPE 1HSTH..J..A-nDN) (lHaDENTAI. III .... I<lTAUA11llN) E. EARTHEN TRENCH BACl<f1LL SHAll. CONSIST OF SUlTAIILE JOB SECTlONS & I-PIPE O.C. PlUS 24~ (M.t.X.) EXCAVATED MATERIAL PlACED IN ONE FOOT UFTS AND COIIPAClEO TO DETAILS BOll STANDARD PROCTOR DENSITY. THE TOP SIX INCHES SHALL BE LDOSEl. Y GRADm Tlll'SOlL. I FOR I'Ve STORII SEWER PIPE FOR DIP WA lER lotAIN PIPE SHEETNUMEER li N.T.S. N.T.S. B.02 &. !;! REV N BROS - 3715 (626) - - 8J -52 - - ------- --- ---- -- ------ -- . n I <' SlDEWAU< i 11111 it !I 3 II g . Ir' t! i Idi - Ii " I~ I NlJtt: I {LOWEST MOZnLS NUST II[ AT ltAST ."-li- lIMl MOT IICCJIIE tHAN Ii TIIN:ER~STAllON 1'-I1"1<<M: f'ltSH QIIAD(. 3M 1HIC:K a:LLLI.AR GlASS 11-ERWAL STAINI.ESS IHSUl.AlJarf WI 15 mI PYC SOi 10, PIPE . I I I I ! i I ~ . 8 I '" , '" I AIlUlllENT I ,...~ , =' I 2 =' c.n , ::1": I .-, DIP 45' ...... n.sow <:_0 "" -n I ".!>:=) :;.0 - I 0"- N ..- =\0 N iT1 /~ ~ .;:-"-, b:: """ ,-4 -..LJ :J.:: I...J Ii !!2m. ,,-. C:5 I. 'MUIPf'REH'lDAAHf.P'lPt,'II'....'€,Wl.\II[llOlC_lEEClIlQ.8OW 8-, DIP WATER MAIN PIPE </' ., I "PI.ASlICASSPEClFED. -<-. .~ 2.'lC$TAU.1RACDttIREAS~0N0[TAl.E()0llA'MrIG~ ):7 'tIIIlE:on....... 0"' 3.N'PI.YPO..~~ONPI'E,VA\.~VA\..~ . _ ~T AND nm.G$. - I-~ N.T.S. &31 N.T.S. 6", UJ UJa:~ - C1 ~c..~ I o cnll) r 1HICI( CEI..l.IJLAR GLASS 1HERMAL ~i~ffi~ ... IS- STANLESS STm.,; INSUlAtION W/l& ml PYC .w:tCET .. SCH '0. PIPE O::2io !::; UJI-I-~a: . ~ZH:lOCIl ~ 0 J SliCJD Beu DOWN LID WAln MAIN NOlES: ~~~b:~ a WATER llAIN WORK SHALl BE IN ACCORDANCE WITH THE PlANS AND U ::2i(.) I SPl:CIAL PRO'iISIDNS. ONE COPY or THE SPECIAL PROIllSlONS SHALL BE ~ ~ ~ I ~I t .. J.S. BALL VAL\€ _1IOOl PRESENT ON THE WORK SITE AT AU. nlotES. I!l ,'-1" x 1"-e- 'aim SUIllolIT TO THE ENGINEER THE FOU.OWING DRAWINGS OR DETAILS FOR ana.rr N BO'TTOW ~ r NP.T. 'lex' COUPl.lHC ....- APPROVAl PRIOR TO INSTALU. nON. ONE copy Of" EACH WITH APPROVAl ~ N.T.S. STAMP SHAlL BE KEPT ON THE WORK SITE AT AU. nwES. II NlDt WAtER MAIN BlDW-OfT DAle 12-21-04 ~ FIlJ. BOle.1H I.DOSE T. PIPE LAYOUT WITH VAlVES. RmNGS, AND HYDRANTS SHOWN ORA.",. - l! f'I8ERQ.ASS 1NSUlA1lON 2- VAlVES CHKD CRN 3. HYDRANTS AS'flDI. CRN fl- 4. RmNGS . m 5. BOLTS t txftNOlRAC[lI'MIl(l,P B. JOINTS PROJECT NUIofBER LOCA 1Ul NEAR HIGH POINT or WATER MAIN ........,..-.'" lRACt.R JIA[ 5TAlIQH TO 7. THRUST BLOCK DESIGNS AND DETAILS 04043 tl N.T.5. ItI1DlNALfDlIIlNAl$NriO ---. M01t:CMt wst BE EXVl$IttD to WHEN WATER WAIN lRENQi IS UNDER ANO~ WITHIN 5 FT. OF PA\IED -- - I N[S[JhC IN[ 1f'IEGRm' OF' lH[ AREAS. BAa<FILl SHALl BE COlAPAC1EIl A CRUSHED STONf: .NSUl.AtlOII ON 1H( tJI.f,(;[A-.tL tlUGA~ rAS'IDI CONFORMING TO IDOT STANOARD SPEClACAnON 4120.04. SHEET mu: :;~~:: :c~~=.: ~u1Yl'lCAL ~ tAU. i:AOiMD-~---.-rrR~-- - ...- _ .n - .--. - -.-.. -.-. CROSS I =~tn,.~~ lISt CUM> TO SECTIONS & ....... ROD. DETAILS SHEET .....1lER t N.T.S. 8.03 .&. ~ REV N BROS - 3715 (626) - - 8J -52 -- -- - . n I "' ~ Ili~E gl TABLE OF GRANULAR OR COMPACTED BACKFILL QUANTmES Js" !I PAVClUANTlT1ES IN CUBC YARDS PER LINEAL FOOT TO DETERMINE GRANULAR OR COMPACTED BACKF1LL . fr~ il ,! pfMDlamete~ IlL CUT IN FEET TO INVERT Idi w.... S_ 4 5 6 7 8 9 10 11 12 13 14 1~1 - ;; 4&6 4 0.27 0.42 0.59 0.79 l.O2 1.27 1.54 1.114 2.16 2.51 2.88 I! 9 6 0.25 0.39 0.56 0.76 0.98 1.22 1.49 1.78 2.10 2M 2.81 -, 10 8 0.25 0.40 0.59 0.79 1.01 1.28 1.53 1.84 2.16 2.51 2.118 II 12 10 0.22 0.37 0.55 0.74 0.97 1.21 1.48 1.79 2.10 2.45 2.82 - 14 12 0.21 0.36 0.54 0.74 0.116 1.21 1.48 1.79 2.10 2.45 2.82 I lU18 15 0.19 0.34 0.52 0.72 O.es 1.20 1.48 1.78 2.11 2.46 2.83 20 18 0.16 0.32 0.50 0.70 0.83 1.19 1.47 l.n 2.10 2.45 2.83 I 24 21 0.14 0.29 OM 0.88 0.82 1.17 1.45 1.76 2.011 2.45 2.83 f - 24 0.10 0.25 U5 0.88 0.118 1.15 1.44 1.75 2.08 2M 2.82 I 30 27 0.07 0.25 0.44 0.117 0.91 1.18 1.48 1.80 2.14 2.51 2.91 i 38 30 0.03 0.20 0.39 0.60 0.84 1.11 1.40 1.71 2.05 2Al 2.80 - 33 0.17 0.37 0.80 0.85 1.12 1.43 1.75 2.10 2A8 2.88 I 42 38 0.13 0.34 0.58 0.84 1.13 1.44 1.78 2.14 2.53 2.114 . . 48 42 0.02 0.24 OAll 0.78 1.115 1.37 1.71 2.08 2A7 2.88 1 - 48 0.14 0.40 0.88 0.118 1.32 1.118 2.06 2A7 2.90 - 54 0.01 0.28 0.58 0.90 1.25 1.112 2.02 2M 2.88 ] - 50 0.15 0.48 0.79 1.16 1_54 1.85 2.39 2.115 - ee 0.31 0.88 1.04 1.44 U6 2.31 2.78 i - 72 0.15 0.51 0.90 1.32 1J8 2.22 2.71 , - 79 0.34 0.74 1.17 1.62 2.10 2.80 I - 84 0.13 o.s5 0.99 1.46 U8 2A7 J CUT IN FEET TO INVERT i 15 18 17 18 19 20 21 22 23 24 25 J 4&8 4 3.27 3.10 4.14 4.11 5.11 5.83 6.17 &.74 7.34 7.115 8.50 I 8 6 3.20 3.82 4.08 4.53 5.02 5.53 6Jl1 8.84 7.23 7.84 U8 10 8 3.29 3.71 4.16 4.13 5.13 5.115 6.20 6.n 7.37 7.99 8.84 ~ 12 10 3.22 3.84 4.08 455 5.05 5.58 6.11 6.88 7:11 7.89 8.53 14 12 3.22 3.84 4.09 4.58 5.06 5.58 6.12 6.89 7.3 7.90 8.55 Iii lU18 15 3.23 US 4.10 U8 5.08 5.60 6.15 8.72 7.32 7.114 8.59 ld 20 18 3.23 3.8Il 4.11 4.511 5.09 5.61 6.16 &.74 7.34 7.98 Ul 24 21 3.23 3.8Il 4.11 4.511 5.10 5.83 6.18 8.76 7.36 7.98 8.84 ~ - 24 3.23 3.8Il 4.12 4.60 5.10 5.84 6.18 6.n 7.36 8.01 U8 . 30 27 3.33 3.77 4.24 4.73 5.25 5.79 6.38 U5 7.S1 8.21 8.88 38 30 3.21 US 4.11 4.60 5.11 5.115 6.21 6.79 7.40 8.04 8.70 t-fi;J - - 33 3.30 3.75 4.22 4.72 5.25 5.79 8.37 U8 7.59 8.23 8.90 42 38 3.38 3.84 4.32 4.113 5.37 5.93 6.51 7.12 7.75 8.41 9.10 f;3~ y 48 42 3.33 3.111 4.211 4.50 5.34 5.90 6.48 7.11 7.74 8.41 9.10 dlO - 48 3.38 3.84 4.34 4.117 5.43 8.01 6.61 7.24 1.69 8.57 9.27 W Wa:C\1 . - 54 3,35 3.85 4.37 4081 5.48 6.07 6.68 7.33 6.00 U9 8.41 C:l ~o..!e. - eo 3,33 3.84 4.37 4.113 5.52 8.12 U6 7.42 6.10 8.50 9.54 o C/)lt> I - 66 3.28 3.81 US 4.113 5.63 8.15 6.79 7.47 8.16 8.88 8.63 ~~~~~ - 72 3.22 3.18 4.32 4081 5.52 8.16 6.82 7.51 6.22 8.95 8.71 - 78 3.13 3.69 4.211 4.8& 5.48 0.14 8.82 7.52 8.24 8.99 9.n ... Il4 3.01 3.511 4.17 4.79 . 5.43 8.10 6.79 7.50 8.24 11.00 8.79 ~!zlfj~i .. - t> x ~ C/)~~lf'lto ~ ~ ~ 3;W :::'D ~ ~ ~ ~ ~I t ~ . '" 0 ~ CD DAlE 12-21.04 ~ ...s <{ DRAWN JBN I~ :> CHI<D CfIN = 's::....::> frO APflOI. CfIN It.-l """- ~- . ::;;: LLI tJJ _...1:>-" I'ROJECT NUIIIlEIl . I N ()l--- 04043 1I== N '>- (~) -- << ill 0::: f--<( =: u-" SHEETTIllE u? D TABULATIONS = ~ c"" .- i "" SHEET NUMBER ~ i 8.04 &. REV ~ N BROS - 3715 (626) BJ 52 . !I ~ f _ .+ ~ I .~ it 4 J.5~ II .Ill ig q Ilhn Ii I ~ [ . Ii I f I + I + f . + f {;A IIUN U. MAil BUX ,-J * I __ Cl .... , 0 = I ~ . >0 :r 0" ~~ . ~N ull? W~ 3..L w Wo::'" C!l C!la.~ o <t:cn~ _ ZI-Il> + 0:: <( ~ mOo::i'.5l? tu~o::;:ch Wl-....>WO O::ZW 0:: ....W~li1CD lIl::;:....a.'Ilo s:WlIl::;:1- OUo::_U o S W ~ ~t; <= <t:a.>cnO!!j W W 0 <( 0::0 ::;: 0:: 0 CD a.l!' DATE DRAWN JTL CHKD crM APROV. CRN PROJECT NUMBER 04043 ......- SIlEET T11l.E ESTIMATE OF QUANTITES SHEET NUMBER C.01 & REV ---- . !I ~ ! .. ~ I oR !l -_.- .. las. !I c..,,"',..cu " .ll I 12~ I' A. THIS ITEM SHALL. BE FOR THE BACKFIU.JNG OF THE BRIDGE M\J1lIEHTS. j I(m A. All PIPeS ANO STRUCTURES INSTAlLED UNDER OR wmaN FIVE FEeT OF A PAVED SURfACE SHAll. til\VE ,! A. THIS ITEM INCl..UDES lHE REMOVAl OF lREES AS SHCM'N ON THE PlANS OR AS APPROVED COUPAC1ED GRANUL\R BACKFILL AS SHO'NN ON T1-!E PlANS. Ii BY THE CJTY OF ONA ClY. DlV. 1 REMOVALS ARE TO BE WJTHN THE LIMns SHONN ON lHE B. T1-IE QlJA.NT!TY OF GRANULAR BACKFILL SHAll BE DETERllNED USING THE TABUlAT10N FORM ON SHEET I [ PLANS. mEES JtEAR 'THE PERNeTER OF TIE ClEARING UWT SHAll. BE APPROVED BY THE == B .04. ~ AFFECTED PROPERTY Q\NIIER(S) PRIOR 10 REMOVAL Ii B. THIS tTEM WILL BE PAID BASED ON TIE PlAN Ql.M.NmY ON.,Y. c. THIS ITEM 1t<<:L.UDES MISCEllANEOUS lREE AND SHRUB REMOVAL AS SI-IO'M<I ~ THE PLANS. D. lRlMMlNG OF TREES ClUE TO DAMAGE BY CONTRACTOR'S EQUIPMENT AND QPERAT10NS SHALL BE I COMPLElED UPON COMPlEllON OF CONS1RUCT1ON ACTMrt'. 1RIMMlNG OF TREES StWJ.. BE BY -..- A CERTlFlED ARBORIST. A. 11E CONCRETE RALlS TO BE BIO ON A LINEAR FOOT llASlS l.lEASURED FROM END 1'0 END Of RAL ,- BID PRK:E FOR CONCREte OPEN RAIL SHALl. BE FUll. COMPENSATION FOR FURNISHING Al.L MAlERJ.\.L., I A. THIS ITEM INCtuDES THE REaUlRED 0N-S/lE EARTKINORK TO ESTABUSH 'THE GRADES AS EXCLUDING REINFORCING STEEl., AND AU. EQUIPMENT AND LABOR REQUIRED TO ERECT THE RAlL.IN t SHOINN ON TIE PLANSi. ACCORDANCE Wml 'THESE PLANS AND CURRENT SPECIfICATIONS. I CUT: 439 CUBIC Y ARCS .. Fl.L: .olO4 CUBIC Y ARtS (t,ICLUJES 30 'iii St-RIllKAGE) A. THE METAl. RAIl.. IS TO BE BID ON A ~EAR FOOT BASIS MEASURED FROM END TO END OF RAIL t B. OVERHA.lL Sl"ALL BE INCI..lJDEO IN TtE UNrT BID PRICE. BlDPRICE FOR METAl. RAIl.. StWJ.. BE FULLCOMPENSAliON FOR FURMSHlNG ALL MATERIAl. c. E>CESS MAlERIAL SHAll. BE Hl'll.ED AND DISPOSED OF OFF-SITE AT A l.OCA lION PROVIDED INCUJOING ANCHOR BOllS AND GROUT, AND AU. EaulP. AND LABOR REQUIRED TO ERECT THE RAIL. iN I BY THE CONTRACTOR ACCORMHCE wmt "DiESE PLANS AND CURRENT SPECIFICATIONS. SEE DE1'ALS ON SHEET V .10. . , -.. A. THE METAL RA~;:~ IBE BID ON A. LINEAR FOOT BASIS MfASURED FROM END TO END Of RAIl.. I A. BOUNDARIES OF TItS QUANTITY ARE SET BY THE RJp..AAP PLACEMENT AS SHOYVN ON THE PLANS. s. THIS ITEM SHAL.1.BE PAID BASED ON lHE PLAN OUA.N1ITY ONLY. BIDPRlCE FOR METAL RAlLStw.l. BE FULL COMPENSATION FOR FURNISHING ALL MATERlo\\., INCL.UOING ANCHOR BOLlS AND GROUT, AND ALL EQUIP. AND LABOR REQUIRED TO ERECTTHE RAl..IN A. INSTAll. TOPSOlI.. ON All. TEMPORARY CONS1RUCllON EASEMENT AREAS AND AS NOTED ON 1HE PLANS. ACCORDANCE WTTH THESE PLANS AND CURRENT SPEClFICATlONS. SEE DETAILS ON SHEET V .08. I B. METHOD OF MEASUREMENT -THE TOPSOIL PLACEOWI-ERE SHONN ON niE PlANS SHA.U, BE MEASURED. -.r ..c,~, ~ 6" Of TOPSOIL SHALL BE PLACED IN ALL LDCA lIONS AND AS DIRECTED BY TtE ENGINEER. A. T}IE METAL RAL IS TO BE BID ON A lMEAR FOOT BASIS MEASURED FROM END TO END OF RAL I c. BASIS OF PAYMENT - CONTRACTOR SHALL BE PAD BASED ON THE CUBIC YARDS OF TOPSOIl.. PlACED. BIDPRlCE FOR METAL RAllSHAU. BE FUll COMPENSATlON FOR FURNISHING ALL MATERL4.\., , . INClUDING ANCHOR BOLlS ANO GROUT, AND AU. EQUP. AND lABOR REQUIRED TO ERECT mE RAl.lII I A. \JNT PRICE SHALL BE CONSlDERE:D Fuu. COMPENSA'TlCtI FOR SCARIFVING AND COMPACTING TIE ~NCE WITH~LANS AND CURRENT SPECIFlCAllONS. SEE DETAILS ON SHEETU .01. I SUBGRADE ut<<1ER THE NEW STREET PAVEMENT IN DIVISION 1 AS SHONN IN THE TYPICAL DErAIL I I A. 6" 'THCK GRANULAR SUBBASE (GRAMTlON 12 OR 14) SHALL BE PLACED l.JNtER AU. SlREETPAVEMENT .,.-- I AND SHAll EXTEND Z BEHHD TIE BACK OF CURB. A. POROUS BACKFLL SHALL BE CONSIDERED INCCENTAL 10 THE UNIT PRICE. -,,- A. ALL SlRJORAfl ~ s;:"u. 8E INSTAlLED IN MAKES ANDHAVE' REMOVABLE RODENT GUARDS. A. lfCUJDES lEMPORARY AND F1M4.L RELOCAl1ON OF MALBQJES. I ~ B. IlEM lNCLU[ES RELOCA. -n<<; AU.. MALSOXES I.DCA TED WITHIN 1liE PROJECT UMITS. THE CONTRACTOR " A. UMTPRICE SHAll. BE FOR A r ~U;; PLASl1C INTAKE WITH A. BEEHIVE GRATED INTAKE. THIS INTAKE SHALL COOROlNA1E WITH U.S. POSTAL SERVICE AND ONNER WHEN DETERMINING WdlBOXTEMPORAR't' SKI.U BE NSTAUfDAT APPRCmMATELY STA. 13+50, SO'LT. CONNECTION TO 1liE PROPOSED6" DIAM. At<<) FTNAllOCA l'IClM; AND HEIGHTS. STORM SewER PIPE SHAll. BE OOHSIDERED INCIDENTA1.. .1;) c. llE alNiRACTOR SHAlL BE PAlO lHE CONTRACT UNT PRICE FOR EACH RElOCA. TED MAILBOX THS B SHA.LL BE CONSIDERED FULL COMPENSA T10N FOR FURNSHlNG AU. TOOLS, EQUIPMENT, LABOR AND MATERIALS IECESSAR'l' FOR TtE RE.LOCA.11ON OF M.6U BOXES IN ACCORMNCE WIlH 1ME CONTRACT ~ .d DOCUMEN11i . . ......'1 A. CONTRACTOR ~LL REMOVE THE EJS1INI3 HMA OVERLAY PAVEMENT, SCARIFY lHE E)Q511NG FCC A. 1lflS ITEM INCLUDES THE REMOVAlANO DISPOSAl OF ALL PIPE MAlERI'.L OF A~ SrzE AND TYPE. PAVEMENT AND PREPARE tHE PAVEMENTlO RECBVEAN HMA OVERlAY. B. THE LENGTH OF STORM SEWER PPE SHAll. BE FIELD MEASURED BY THE OWNER. ull? . C. AU. PIPE ENDS TO BE ABANDONED IN PLACE SHAlL Be PllJGGED WITH FlOWABLE MORTAR wi A. REFER m STANIlA.RD RQ,4J) PlAN RK. 198 FOR DETAILS. PAYMENT SHAU BE BASED ON THE 2fJ lONG PER IlEM NO.51. (3 REINFORCED SECTlON UMrtS ONLY. SEE TABlE 112-6, SHEET B .01. .. Iit;Wt;H. :iVUULllll LlKM, 1;1 B. PAYMENT FOR I..ONGfT\JOlNAlSU8ORA.IN SHAU BE MADE BASEOONlTEM NO. 31. A. AlL STOIUI SEWER PIPE SHALL HAVE BELL AND SPIGOT JOINTS WITH ~ING GASKET JOINT' W Wo::'" , ". PER ASTU C443. Cl Cla.~ A. CONTRACTOR MAY USE THE MATURITY MEniOD TO DETERMINE PAVEfIlENT STRENGrn AS B. mm..ETPIPE SHAll BE A'ITACHEDTO BRlOOE ABUTIIENTWALL. SEe PlANS FOR DETAIlS. o <cn~ PER DOTSlD. SPEClFICA11ONS. Al.1..LABOR, UATERlALAND EQUIPMENT COST FOR PERFORMING C. REQUIRED GRANUt..AR BEDDING AS SHOWN IN THE DETALS SHAU. BE CONSIDERED INCIDENTAL _ Z~IO MA TURlTY 1ESTING SHALL BE CONSIDERED INCIDENTAL SEE TRENCH DETAIlS. ~o~ffi1:i B. llIS nEM StW..l.IICl..UDE ALL DRwtG At() DOWEL..NG 10 E>GSnNG PAVEMENT. "'AV"T.~.~..' A. AU. STORM SEWER PIPe SHAlL HAVE BELL AND SPIGOT JOINTS WrTrl O-RING GASKET JOINT lJj~o:och A. CONTRACTOR MAY USE THE MATURJTY METHOO TO DETERMINE PAveMENT STRENGlH AS PER ASlM C443. PER DOT STD. SPEClFICATlONS. ...U.LABOR, MATERIAL AND EQUIPMENT COST FOR PERFORMING B. OUllET PIPe SHALL. BE ATTACHED 10 BRIDGE ABUTMENT WAlL. seE PLANS FOR DETAILS. ~ffilli~~ MAnlRnY TESTING SHALL BE CONSIDERED tNCIDENTAL c. REQUIRED GRANUlAR BEDDING AS SHO'NN IN THE DETAIlS SHAU. BE CONSIDERED INCIDENTAL. B. Cl.ASS M PAVEMENT SHALL BE USED AT lHE lNlERSECTlON OF CATSKILL. COURT AND PERRY SEE TRENCH DETAILS. COURT TO OPEN THE STREET TO TRAFFIC. cn:ol!:!f* C. THIS ITEM SHALL INClUDE ALl. DRWNG AND DOWEUNG TO EXlSTlNG PAVEMENT. A. AU. STORM SEWER PIPE SHAll HAVE BEU. AND SPIGOT JOIN1S WITH o.mNG GASKET JOINT ~~~~t; .""N"'.~' . PER ASlM C443. A. OO/'lJRACTOR SHALL /NSTAll.Z' Ace OVERLAY ATTRANSmoH AREA AS SHOWN OHTHE PLANS. B. REQUIRED GRANULAR BEDDING AS SHOYVN IN THE DE;TAlS SHALL BE CONSIDERED INClDfNTAL o ~ W z !!;lM B. MATCH NEW PCC PAVEMENT. SEE TRENCH DETAILS. U) It ~ ~ ~i . A. ALL S~RM SEWER PPE SHAlL HAVE BELL AND SPIGOT JOINTS WrTH o-RING GASKET JOINT " AD. A. UNrT PRICE FOR ADJUSTING SANITARY SEWER l1TIUTY ACCESS TO MATCH THE PROPOSED GRADES. PER AS1M C443. :0 0:: 0 m a... B. ADJUSTMENT Of' SANITARY SEWER UTllJTY ACCESS INCLUDES IIlSTALlATION OF CHIMNEY SEALS. B. OunET PIPE SHAll BE ATTACHED 10 BRIDGE ABUTMENTWAU,. C. REQUIRED GRANULAR BEDDING AS SHOWN IN THE DETAD..S SHALL BE CONSIDERED INCIDENTAl.. A. THIS new IS TO BE USED AS A TEMPORARY SURFACE WHERE THE PAVEMENT IS REMOVED ON PERRY CT. SEE TRENCH DETAILS. DATE OJ 4: TO All.OW 'TRAFFIC DURING STORM SEWER IHSTAUATlON. -" -- B. ntlS ITEM IS TO BE USED AS A TEMPORARY SURFACE 10 MAlNTAIIl ACCESS TO ADJACENT A. PrPE~LlBE PVC, coRRUGATEDOUTSlOE WAU.WITH SMOOTH INlEIOOR, MEEnNGnE DRAWN Jll. 9 = PROPERTY DRN'EWAYS. REQUIREMENTS OF AS1'M _ Fi411. A MINIMUM PIPE STFFNESS OF 48 PSI ACCORDING TO TEST METHOD CHI<O CRW ,/C~ c. REMOVAL AND DISPOSAl. OF MATERIAL SHAll. BE CONSIJEREO !NC4)ENTAl TO TliIS ITEM. ASlM -2412 AT5" DEFlECTlON IS REO'O. RESIN SHAll BE PERASTU. Dt784, ceLL ClASS 1204.5413. ""ROY. CRW 0 J):: o:..=: ,. _o,~, B. PIPE SHAll BE PERFORATED. "'" UJ.......: A. THIS nEM INCLUDES REMOVAL AND DISPOSAL OF THE EJOSi1IIG BRIDGE INClUDING AU BARRIERS, C. PIPE SHAll BE NSTAUEDACCORDING TO MANUFAcnlRER'S REQUIREMENTS. PROJECT NUMBER Wj dc::: HANDRAA.S, ABUTMENTS, SLABS, BEAMS AND AU. MISC. ITEMS ASSOCIA'TED Wlnt THE BROOE. o. ALL PIPE FITT1NGS S~ BE COHSICERED INCUNTAL TO me UNIT PRIa:. N IT IS ANTICI'ATED THAT THE ABUTIIEMTS HAVE DEADMAN ANCHORS AND TIES TlfA TS""LL Sf E. ALL JOINTS StWl.. HAVE ELAstoMERIC SEALS(GASKETS WHICH UEETTlE REQLlREMENT'S Of ASTU . F4T1. 04043 0 REMOVED AS REQUIRED FOR ALl CONSTRUCTJ:lN. F. GASKETS SHALL lNOEXTWOVAU..EYS OF THE E.XrERJORCORRUGATlON. - N >- -'7 '-"PER>~_ G. REQUIRED GRANULAR BEDDING AS SHONN IN TtE OETAI.S SHALL BE CONSIDERED INCIDENTAl. -- LL 0:: c4: A. nns neM SHALl. BE FOR THE REMOVAL OF 'THE DlFFEREHT TYPES OF FENCES REQUIRED FOR REMOVAL SEE TRENCH DETAIlS. .a AS SHOVVNON THE PLANS AND AS STAlE09ElOW: " A. PIPE Stw.L BE PVC, ~~lEO OUTSIDE WAU. WITH SMOOTH INTERIOR, MEETtIG THE SHEETTITlE :c 0<: 1.) S' HIGH WOODEN PRIVACY FENCE (STA. 13+6U, 25' RT. 10 STA. 13+50.02, 11' RT.). EST. TOTAL .. e3lF. if.> 6 2.) 4' HIGH CHAIN u.lK FENCE (STA. 13+70, 24.5' RT. TO STA.l3+54, n,7'LT.). EST. TOTAL .. 73LF. REQUIREMENTS OF ASTU _ F949. A MINIMUM PIPe ST1FFNESS OF 48 PSI ACCOROING TO TEST METHoD ESTIMATED = B. CONTRACTOR SHAlL BE PAlO TtIE LUMP SUM CONTRACT UNIr PRtCE FOR 1l1E REMOVAL OF THE FENCES A8TM _2412A15" DEFLECTiON IS REQ'O. RES'" SHAll BE PERAS'lM ~D1784, CELL CLASS 1245413. REFERENCE = B. PIPE SHALL BE PERFORATED. c--J NOTED ABOVE. THIS SHALL ~ ALL THE TOOLS, LABOR, EQUIPMENT AND MATERlM. TO REMOVE THE INFORMATION ABOVE NOlED rreMS. C. PIPe SHALL BE NSTAlJ.ED ACCORDNG TO MANUFAClURER'S REQUREMENTS. D. ALL PIPE FI'TlWGS SHALL BE CONSIDERED INCIDENTAl TO me lmlT PfUCE. E. ALL JOINTS SHALL HA\fE ELASTOMERIC SEALS(GASKETS WHICH MEETTHE REQURfMENTS OF ASTU . F477. F. GASKElS SHAll INDEX lWO VALlEYS OF 1liE EXrERIOR CORRUGA TIOH. G. REQUlREDORANlAAR BEDDlNO AS SHO'NN III THE DETAU SHAll BE CONSIDERED ItClDENTAL SHEET NUMBal SEE TRENCH DETAILS. C.02 &. REV . !I jf li ~. ~R ~ i I"SE !I )' {I ~~ I' ,! ESTIMATED REFERENCE INFORMATION u"" ~ I ~hi U t't;NI.;I:,ll:IIIt"UICAK1'ty\'UUUCI'III ] ~ I A. PIPE SHAll BE PVC, CORRUGATED OUTSIDE WALl WITH SMOOTH INTERIOR, MEETWG lHE A. CONTRACTOR SHAl1.INSTAU AND MANTAIIl A B' HIGH TEMPORARY WOODEN FEICE WHeRE SHOWN REQUIREMENTS OF ASTM . F1M9. A MINIMUM PIPE STFFNESS OF 46 PSI ACCORDING 10 TEST METHOD ON '1liE PlANS. . ASlU. 2412AT5 '" DEFLECTlON IS REQ'O. RESIN SHALl Be PERASTM _ 017114, CELL CLASS 1245413. B. THE UNIT COST Sl{o\ll.lNCL.UDE lHE REMOVAL OF THS FENCE ATTlE COMPlETION OF nE PROJECT. Ii B. PIPE SHAll BE PERFORATED. C. THE NUMSER OF STATIONS FOR TEMPORARY FENCE CONSlRUCTED AS SPECIFlEDWll BE DETERMINED c. PIPE SHAll BE INSTALLED ACCORDING TO MANUFACTURER'S REQUIREMENTS. BY MEASURING ALONG THE FENCE AT THE SOTIOU OF THE FENCING MATERIAL I D. ALL PIPE FITTINGS SHALL BE CONSIDERED INCIDENTAL TO THE UNIT PRICE. D. THE CONlRAClORSHAU. BE PAlO THE CONTAACT UNlT PRICE FOR THE NUIlIBEROF STATlONS OF E. ALl JOINTS SHALL HAVE ELASTOMERJC SEALS(GASKElS WHICH MeET THE REQUIREMENTS OF ASTU . F477. FENCE CONS"l"Rl.CTED ANO MEASURED. I F. GASKETS SHAll INOEXlWO VAlLEYS OF THE EXrERIOR CORRUGATION. G. REQUIRED GRANULAR BEDDING AS SHOWN IN THE DETALS SHAll. BE CONSIDERED INCIJENTAL A. THIS rreMINCl..UOES THE REMOVAL OF AU.CHAJN UNKANDWOODEN FENCeS OF ALL HEIGHTS AS SHOWN t SEE TRENCH DETAIlS. ON THE PlANS. BACKFlU.JNG AND COMPACTING VOI:6 FROM POST REMOVALS SHALL BE CONSItE.REO I .. INCIDENTAL A. PIPE SHALL BE PVC, CORRUGATED OUTSDE WALL WITH SMOOTH INTERIOR, MEETING niE B. THE METHOD OF MEASUREMENT FOR 11ilS ITEM Wll BE BASED ON 1lE STATION OF E.lOSTlNG FENCE t REQUIREMENTS OF ASTW _ F1W9. A MINIMUM PIPE STFFNESS OF <16 PSI ACCORDING 10 TEST MEn-tOD REMOVED, MEASURED ALONG THE GROUND LINE OF THE EJOSTlNG FENCE. ASTM -2412 ATS '" OEFLECTDN IS REO'D. RESIN SHALL BE PERASTM _ 01784, CEI.LCLASS t245413. c. 1liE CONTRACTOR SHAll. BE PAlOlHE CON'TRACT UNIT PRICE FOR THE NUMBER OF STAllONS OF FENCE I B. PIPE SHALL BE PERFORATED. REMOVED. lHS SHALL INCllDE All. LABOR, MATERIAL AND EQUlPUENTlQ REMOVE ANODlSPOSE OF . C. PIPE SHALL BE INSTAU.ED ACCORDING TO MANUFACi1.IRER'S REQUIREMENTS. ALL MA TERW.. I D. AU. PIPE FIlTINGS SHALL BE CONSIDERED INCIDENTAL TO THE UNIT PRICE. E. ALL JOINTS SHALl. HAVE ELASTOMERIC SEALS(GASKETS WHICH MEET THE REQUIREMENTS OF ASTU _ F4n. -...- F. GASKETS SHALL INOEXTWOVAI.LEYS OF THE EXrERIOR CORRUGAnDN. A. UNrTS SHAlL BE TANlTAUPE WITH A STRAIGHT FACE. I G. REQUIRED GRANULAR BEDDING....S SHOWN IN THE DETAIlS SHAll. BE CONSIDERED INCIDENTAL B. CONTRACTOR SIWl.. SUBMIT stO' DRAWINGS FOR APPROVAL BY TlE PROJECT EN3INEER ~, SEE TRENCH DETAILS. 0 = ~ ",WCH,' c. REFER TO SUPPLEMENTAL SPECIFICATIONS FOR SEGMENTAl. BLOCK RETAINING WAlL <.n I A. REQUIRED GRANULAR BEOOt<<; AS SHOWN Ii THE DeTAILS SHA.Ll BE CONSIDERED INCIDENTAL. D. TIE ITEM INCLl.IJES RETAlNlNGWAU. MATERIALS, E)ICI.VAnoN, BACKFlLL, sue~lN, REINFORCEMENT, :2:0 ~ . SEE 1RE:NCH OETAIlS. BASE MATERIAL AND ALL OTtER MAlERAIL 1OCONSTRUCT'THE WALLS AS SHCM'N ON THE PlANS. >=:j >>, I B. SEE SANITARY SEWER SPEcw. PROVISIONS. '" ::a I A. REFER 10 SPECIAl. PRCMSIONS FOR WATER MAIN OlSTRIIU11ON SYSTEM. -< -- I B. lH!S ncMINCLUOES HYDRANT, r LEAD PIPE AS REQUIRED, 6" GATE VAlVE AHD BOX, TRACeR WIRE 0 N \'~ A. SEE SPECIAL. PROVISIONS FOR SANITARY SEWER. RECEPTAClE, POLYElHYLEIE ENCASEMENT, ntRUST BLOCKWG, E)(;AVATION AND BACKFll.ING. :::iC) N r-n I B. All REQUIRED MA1ERlAl.,LABOR, EQUIPMENT AND TOOLS TO MANTAI>! FLOW IN THE E>>STNG I SANITARY SEWER SYSTEM Stv.LL BE CONSDERED INCDENTAL 10 THE UNrr PRICE:. ,,- A. REFER 10 SPECIAL PROVISIONS FOR WATER MAIN otSTRlBUT1ON SYSTEM. :......., ~ c CONNECOON TO DIFFERENT PII'E MA1eRlAlS S",^LL BE CONSIDERED !NCllENTAL r-ll r--1 D. AlL REQURED TEMPORARY PUMPING AND/OR CREEK DN'ERSION SHAll BE CONSIDERED NODENTAL -..- ;~ ::(J '---' A.. REFER 10 SPECIAl. PROVISIONS FOR WATER MAIN OlSTRIBl.l11OH SYSTEM. 8. INCLlJJES AU. COSTS TO OPEN TRENCH THE PPE ACROSS rv.LSTON CREEK. Al.I. TEMPORAR'f ,-,:;:>::: '? H A. SEE SPECW, PROVISIONS. BEAMING Of THE CREEK SHALL BE CONSIDEREO INCIDENTAL ~ B. SEE STANDARD DETAILS. C. THIS nEM INCLl.IJES All. RESTRAINED JOINTS AS SHOWN ON THE PLANS. ~ C. ITEM INCLUDES STEPS, MOCKS, CHIMNEY SEALS, AND CONCRETE COLlARS. " "" pi ~ - A.. REFER TO SPEClAL PROVISIONS FOR WATER MAIN OISTRlBU11ON SYSTEM. ~i A.. SEe SPECIAl PROVISIONS. B. lNCI..UDES RESTRAINING LUGS AS REQUIRED. B. SEE STANDARD DETAIlS. 71- . C. fTEM INCLUDES STEPS, A-LOCKS, CHIotNEY SEALS, AND CONCRETE COLLARS. A. SEE TYPCAL DElAO.. AND WATER OISTRlBUl1ON SPEaAL PROVISION. 1-'" B. CONTRACTOR SHAU BE PAl) FOR EACH VALVE AND PIT IIISTAU.ED. A. ITEM INCUIOES ALLHG AU ABANDONED STORM SEWER, WATER MAIN AND SANITARY SewER PPES -".- A. SEe SANITARY SeWeR SPEcW:';~ISIONS. C..l".' . THAT ARE NOT REMoveD DURING CONSTRUCT1ON. WI ., B. SEE TRENCH OETAIlS. a A. ENGINEERING FABRIC SHAlL BE INSTALlED ON AU. AREAS TO RECEIVE EROSION STONE. C. AlL REQUlREO GRANULAR BEDDING AND BACKFILL SHAl.I. BE CONSIDERED lNCDENTAL TO 1liE UNIT PRICE. D. CONTRACTOR SHIUJ. BE PAlO BASED ON THE MEASURED LINEAR FEET OF Pipe INSTALLED W Wn::'" A. THIS ITEM INCLUDES THE REMOVAL AND D1SP~ OF ALL INTAKES AND TYPES INCLUDING FRAMES, " A. SEE SANrrARY SeW~;~~ECIAL PROVISIONS. Cl Clll.~ COVERS AND GRATES. C <(oo~ B. THIS ITEM INClUDES ALL SACKFLUHG Of ALL EJC.A.VATlONS CREATED BY THE REMOVAL OF INTAKES. B. SEE TREfCH DETAILS. _ ZI-l/) .. c. Au.. REQUIRED GRANULAR BEDDING AND 8ACKfa..L StW..L BE CONSl1EREO INClOENTAL TO THE UNIT PRICE. gjc~ffi:;; A. EROSION SlONE SHAll BE PLACED WHERE SHOW'N ON THE PLANS OR AI; DIRECTED BY THE OWNER. D. CONTRACTOR SHAll BE PAlO BASED ON lliE MEASURED LINEAR FEET OF PIPE INSTALLED. B. FUER FABRK: Stv.Ll BE PLACED UNDER AU EROSION STONE. tu~c::!;ch A. REFER TO SPECW, PROVISIONS FOR WATER MAIN DlSTRJBUTlON SYSTEM. A. THIS ITEM INClUDES REMOVAL AND DISPOSAl OF All PCC PAVEMENT (WITH OR WITHOUT ACC OVERLAY) B. PIPe SHALL BE STAINLESS STEEL SCHEDULE 10. ll!!ztu~~ AND ACC PAVEMENTS OF VARYING THICKNESSES. IT IS ESTIMATED THAT ALL E>OST. PCC SlREET PAVEMENT C. AU REQUIRED LABOR. MATERIAL AND EOUlPMENTTO INSTALL llif. PIPe Wl-ERE SHOVlIN ON THE PlANS THX:KNESS IS SEVEN INCHES. SHAll BE CONSIDERED PART OF THE UNIT PRICf. I-WW al 8. THIS ITEM INCLUDES FUU DEPlH SAWCUITlNG OF PAVEMENT AS REQUIRED TO ENSURE A CLEAN EDGE D. CONTRACTOR SHAU BE PAD BASED ON THE LJ.IEAR FEET OF PIPE INSTAl.U:D. OO::!;g:lf"" BETWEEN E>aSTING AND PROPOSED PAVEMENTS. E. INSUL AND JACKET AROUND 'THE PIPE WITHIN THE BIWGf SLAB SHAlL. BE CONSIDERED INCltENTAL. ;: WOO::!; I- c. THIS ITEM INCLUDES THE REMOVAL OF AU BRDGE APPROACH SLABS. ,. A. ;;:-~~~ SHALL lHSTALL 3"'w.u. S~ 4O'fIVe SO~NTWELDED PIPE SLEEVES WITHIN OC..ln::-C..l A. THIS ITEM INClUDES FUu.. DEPTH SAWcumNG OF PAVEMENT AS REQUIRED TO ENSURE A CLEAN EDGE TlE BRElGE WHERE SHOWN ON THE PLANS. THESE SLEEVES WU BE USED BY UT1l.ITY COMPANIES FOR c:'5wz!!lt; BETWEEN E>QSl'NG AND PROPOSED PAVEMENTS. INSTALLATION OF THEIR RESPECTIVE EQUIPMENT PRIOR TO CONS1'RUCTION OF lHE APPROACH SLAflS. US fu ~ Cii ~a B. CONTRACTOR SHAlL COOROIW.TE WITH OWNER AND IJI1J1Y COMPANIES DJRING 'THE INSTAl.I.ATlON ., ,,- OF THE SLEEVES. ::!; n::C ~ Il.~ c. THE CONTRACTOR SK6.U BE PAl) THE CONTRACT UNIT PRICE FOR THE UNEAR FEET OF PIPE INSTAlLED. A. TMlS ITEM INCLUDES THE INSTALLATlON OF COLORED, TRUNCATEDOOUE DETECTABLE WARNtlGS FOR ntS SHALLINCLOOE ALL THE TOOlS, EQUIPMENT, lABOR AND MATERlI\LS TO INSTALl THE PIPES (1NCt.. CURB RAMPS. REFER TO lOOT STANDARD ROAD PLAN RB-6 FOR CONSTRUCTION OETALS. BENDS I WHERE SHOWN ON 'THE PLANS. DATE A. nns ITEM INCLUDES FUU.. DEPTH SAWCtJ11ING OF PAVEMENT AS REQUIRED TO ENSURE A ClEAN EDGE A. THIS ITEM NCI..lA)ES FULL COMPENSA lION FOR FURNISHING AU. EQUPMENT, lABOR AND MATERIALS DRAWN JTI. REQUIRED FOR THE INSTALl.Al1ON OF THE SOD IN ACCORDANCE WITH THE PlANS AND SPECFICAT1ONS. CHKO CfNI BETWEEN E)QSTING AND PROPOSED PAVEMENTS. B. THE WATERING OF SOO DURING THE FIRST SEVEN C\l.ENOAA. DAYS FOl..l.OVlI1NG INSTALLATION SHAll BE " CONSIDERED INCIlfNTAL. ""ROY. CRW A. SAFETY CLOSURES SHAU. BE INSTALLED AT ALL OPEN TRENCHES AND ENTRANCES TO BRIDGE. ..- B. SAFETY ClOSURES ATOPEN TRENCHES ATENO OF WORK DAY SHALL BE CONSIDERED INCIDENTAL A. THIS ITEM INCLUDES WATERING OF 'THE SODOED AREAS BASED ON SIX(8) APPLX,I. TIONS AT A RATE OF PROJECT NUMBER SAFETY a..OSURES AROUND TRENCHES THAT ARE REQUIRED TO BE LEFT OPEN FOR MORE THAN 3 DAYS , 0NE(1) Go\U.ON PER SQUARE FOOT OF SOO. SHAll BE PAlO FOR UNDER THIS UNIT PRICE. B. THE CONlRACfOR SHAU. BE PAl) FORWAlERING THE SOOAFTERTHE FRST SEVEN CALeNDAA DAYS. 04043 ., A. COm:,.,~TOR SHAll lHSTAU.ANO WJNTAINA4' HIGH TEMPORARY ORANGE MESH FENCE (WITHT X4- -,.. A.. neMIS 10 BE MTALLEOWHERE SHOWN ONlHE PlANS BOAS TO KEEP SOL FROM LEAVlNGTHE -- WQOOEN RAIl.. ON TOP AND BOTIOM) WHERE SHOWN ON THE PLANS. PROJECT SITE. B. THE UNIT COST SHALL INCWDE TIflS REMOVAL OF THE FENCE AT THE COMPLETlON OF tHE PROJECT. B. REMOVAL OF SLT, MAM'lWCE AND REMOVAl OF SLl FENCE SHALL BE CONSDERED INCIJENTAL SHEETlTlLE c. THE NUMSER OF STATIONS FOR TEMPORARY FENCE CONSTRUCTED AS SPECFIED WILL BE DETERMINED TO THIS ITEM. BY MEASURING ALONG THE FENCE ATlKE 8OT1'OM OF THE FENCING MATE~ ,. A. n;:"" ttCwoes NSTAl..LATlON AND RE~TlON AS REQl.IR:D BY lHE CONTRA.ClOR'S CONST'RUCTDN ESTIMATED . D. THE CONTRACTOR SHAll BE P/i.lHHE CONTRACT UNlTPRICE FOR THE NUMBER OF STATlONS OF REFERENCE FENCE CONSTRUCTEO AND MEASURED. PHMING. INFORMATION B. THIS ITEM IS TO BE USED AS A tEMpORARy EROSION CONTROL MEASURE TO KEEP SEDIMENT FROM lEAVING TIE PROJECT StTE. lHS MAY N::UJDE USIG THE BALES TO REDUCE THE VELOCI'IY OF RUNOFF COMING ONTO THE PROJECT sne. c. ltE UNlTPRICE StW.L. BE PAID ON THE NUMBER OF STRAW BALES INSTALLEDED IJURI<<; THE PROJECT. SHEET NUMBER C.03 & REV . !l " f STANDARD NOTATIONS c ,. .!l1 ,..:.0 ~ II~ :i DESIGN STRESSES: PROJECT DMSION SUMMARY :J: .. < " i1 01-20-84 201-1 01-2(1-84 221-3 ({SIGN STRESSES rlYi THE fOLlOWING UAlDMlS ARE: IN i I Ii ~l l.Q{II<<; CClNTRACTOR SHAll Ctl:CX FOR lOCA'OONS Of UTIUTIES. (RAIrw;[ ESTIIlA1(1) 0lWlTlTY 'OR NEW OONCRETE PA\{llEH! INCl.UQES All. 1N1!:_ CUllIl, ~ WITH MSHTO STAHOtt.RO SPECIfX'.ATlONS fOR HIGHWAY 0MSKlH I !! STROCT\.RS OR OTHER fACIUTJES IN M CONSTRl.ICOON AR[A. Nl'f OAWCE TO All. STREET RET\JRNS /Hl SPECl\I. NlEAS or REPAIRS TO CONNECTINC PA'IOIEN1S. SRl)(;[S SERIES or 1996 (15th EDmON) EXCEPT AS SlIDliIt CONS1RU:1IOI< or '2 X .2' CllNC. SlNl SRI)(;[ ANI) All. APPlIl11ENANCES I ~I ~i SUCH 'ACItl1IES DUE 10 1H! CCIITRACTOR~ CARllISShBS SHAll. BE COIlfl[CIID - STI<EfI ANI) SlllOOlJ( PA\{iIENl IIIPR(JI{lj(NlS fROII IltIIlOW SlR([l 0; - ;; 01-10-64 221-4 10/Nf) WCl.lJ/1ING H BROO<<SIOf 0fIII{ M(RSCClIOH IllPll1MIlOOS AI lIS OlIN EXPEHSt IN ORDER TO A'VOID Nl'f UNNECESSARY SURfN:E BRfAKS OR PROMTtJR( SP"lUNG. CONCRETE IN ACCCWmAOCE WITH SEClKlN 8.15.2.1 "'c '" 4000 PSI - SlORll S{W[R IIlPllMIIOflS fROII BROOKSIlJE ORNE NORTHWARO ]~ [ ~- lHE CON1RlClOR IS CAIJ1I()N(D 10 [XEJlaS[ EXlRDIE CARE WIlEN P[llI'ORIIINC REINFORCIHG STEEl IN ACCORDN<<:E WITH SCCTlON 8.t5.22 tS :: - WAlER """ IIlI'Rll'IOIE!l fROII BROOKSIIlE DRM: NORlHWARO ~; 09-29-92 203-4 Nl'f or THE NECESSAR'f ~ CtITTK> OPERATIOtf.i fOR THE PROPOSED PAV[U[NT 2',000 (CRAll[ 60) - SNOlARY S{W[R _llENTS fROII BROOKSIIlE DRM: NORTHWARO j: THE CONlRAClOR IS ENCtllJROGI1l TO IN<[ n.u ADVANTAGE or SPEClflCATION REIIOYAL STRUCTURAl srm. IN ACCOROANtE WITH SECTION 10.J2.1 - SURfACE RESTORATION .. 1105.15 - VALUE 00tfiR1NC INCENTIVE PROPOSAl. II PAMPHLET AND ,. ", CONCEPTUAl. PRCflOSAl. Ff.RI WU BE AVAII.ABlE Ai 1I-E 01-20-84 222-2 DMSION 2 j PRECONS1!lIJClION CONf[RENOC 10 O8lAIN H CORRECI '0RIl CRAIlES AI lOW POlN1S IIHERE IflN<[S ARE - SlORll S{W[R _ENlS fROII 111[ WIll< STREET DElENlJ()N t lOCATED, 1H! CONlRAClOR IIJSl txERCISE EXlREIlE CARE lMN PAW<<: F\R.t SPECIFICATIONS: flClUTl[S TO H SOOTH SIOC or If<QOKSI)( DRM: I WIDTH PA'IOIEN1S. THIS MAY REOORE POURIHC ONE H!I.f or THE PAYEIIENf AT A DESIGN, MSHTO SERIES 1996 - STREET ANI) SlOEWAlJ( _IlENlS SOOTH or BROOKSIIlE ORI'IE ; 01-20-84 104-2 TIllE OR OlHlR II(1HOOS N'PROYEO BY THE ENGINEER SANITARY SOlER IlII'I!O'IOlEN1 SOOTH or llROOl<S<< DRM: i All. HCUS RESUtTtlG fROII OPERAlKlNS or H CONlRAClOR. INCl.UOlNG ROlEN.II. - SURfACE RESlORAOON 1 or GIJ.\llIJR.\lt POS1>, fENCE POSTS, OR 'OUNIlATlON S1IIllIES. SHAll. BE Rum OI-2()-84 232-5 CllNSlRUCOON, SlANllARO SPECflCA110NS fOR HIGHWAY ANI) ! ANI) COIISOUIlAlEO TO ANISH CRAll( AS IlIRECIID BY THE ENGIIlEEll 10 PR&N! 1H! CllIITIOClOR SHAll. NOI DlSlUR8 OESlRAlltE GRASS AREAS ANI) DESIRABI.E IlRlJGE COftSIRUCOON, SEJlI[S or 2001 ; fU1\JRESIJ11.OIEH!. M\IOlIlS SlIAlJ.BEfl.i.(1)AS SOONASPR.\C11CAI.- TREES 0UlSlIlE THE CONS1R\JCTION lJlII!S. THE CONTIOCIOR WU NOI BE _ OEPARn/EI<< or _AOOO, PltIS PREfERABly THE ~y QUATED ANll NOT lATER ~ 1t{ fOl..lOWlNG l>>,Y. Nf'( PERI01lEO TO PAR!( OR SElMCE YEI<ICtES NIl EOIJI'lj(Hl OR USE lHESE AREAS CUlRENT Sl'Ecw. PRCMSIONS ANI) POOlION or THE RICHI-Of-.WAY OR PROJECTlIlI1S (INCtUOlNG BORROW NlEAS FOR SlORN:E Of MAlDlIAlS SlORN:E, PARIOI<<; ANI) SEIMC[ ARO(S) WIt!. BE SUPPlOIOO.ll. Sl'EOACAlXlNS. ! ANI) OP[RAIllN SllES) asTlJRBEO BY NIl SUClI OPERAlllNS SHAU. BE RESlOREO S1JUCl TO THE _.II. or THE RESIlENT ENGIN[(Jl. , ! TO N4 ACCEPTABlE CON>IOON. nas 0PERA1ION SHAll. BE CONSIXREO NlOENTM.. 01-09-90 232-6 GENERAl BRIDGE NOTES: I TO OnER BID llEYS ~ PROJECT. SillCTIVE CtfARD(; WU BE REOUlREO ON THIS PROJECT. NIl lllEIS 0U&lE lH[ 6RI)C[ IS 0ESICf€D FOR MSHTO HS2O.44 LOADING PlUS 20 CONStRIJCT1ON UUJTS SHAI.L BE ROIOYED ONLY B'f TtI: APPROVAL or TH[ ~ 01-20-84 212-1 ENGII((R. PSf' MlIRE WEARING SURfN;[ ~ RON)WAy ; SOOOllNG ANO TEST IIORJ<G DATA SHOWN ON PlANS WERE NXlJlIlV.lEO 'OR I 0ESIGNlNG ANI) ESltIIAlWC PIJRI'OSE~ nm API'EARANC( ON THE PlAN DOES NOI 06-01-94 232-8 SlNl _SS INClUDES 1/2. 1N1[G/W. \lENllNG SURFACE ! COOSTITIJT( A QJARANT[[ THAJ CONOOD6 ono 1MN THOSE ItOCATED WILl HOT lHE TlIP SIX (6) INCHES Of nt: DSl\JR8El) AREAS SIW.I. BE FTlEE or ROC!< ANI) i BE EJ<<:OuHlEREI). DE8RlS ANI) SIlAU. BE SUITABLE fOR THE ESlAllUSHllEHl or YECETAlION, S\!lJ(CT . IOlNEAP/'f/JN.II.orl>EOOHUR. , 10-29-02 i 213-1 01-19-88 251-1 tt SIWJ. BE THE COO1t\ClOR'S RESl'ONSBUlY TO _ WASl( AREAS OIl D( CONTRItCTOR SfW.L BE RESPOHSIBlE TO MAINTAIN ACCESS TO IJI.)MI]UAI.. h _ SllES fOR EXCESS ....TERI.Il. (EXCAVAlEO MATERI.Il. OR BROKEN PIl()I'{Il1I(S OURII<<; CONSTRUClION. COHCRElE) lIItCH 6 NOI IlESIR.IBlf TO BE ftCOlPORAlID IflO THE WOOK REI.OCAlEO JOCCESS SHAU. BE COIIPlDID TO _ PROPERTIES PRIOR 10 1102-131 IIMllVED IN IllS PROJECT. lIESE NIEAS SHAU. NOI "'ACi WElLOHOS 0Il.....1IR TABULATION OF UTILITIES 102-23-931 ~ ti REIIC'I.Il. Of EXlSl1NG ta:ESS. M I:i or THE U.S.. NO PAYMENT FOR c:M:RIWJl wu. BE ALlOWED FOR tMlERIAl. > w HAUlfD TO lIESE sm:s. NO MATERI.Il. SHAU. BE PlACED WI1HIN nt: RIGHt or tt THE I'ERU.ONOO JOCCESS CANNOI BE COIIPlDID PflKlR TO ROIOY.II. or THE lOCAlES _ ONE CAll 800-292-_ <EI~ WAY, UNlISS SPECJK:AlJ.Y SlAlEO IN nt: PlANS OR AI'PI<(M]) BY THE ENGI1tEER. EXrSTINC NXESS. THE CONlIOCTOR stW..l. PRCMOE AND MAlNTAIt AN AlTERNATE SNIIlARY SEWER 0lY or _ 0lY 319-356-5170 . ACCESS. lOIPOll.\RY CRNMAll StIlfACING IIIU. BE PAlO fOR AS A CONTIOCI 11[. ...J 06-22-84 2IJ-J OR BY EXTRA WORK. WAlER DlSlRlIlUllJN 0lY or _ 0lY 319-356-5160 w N ::; AU IlOlROW AREAS, SflJO<Plt[ AREAS, "'" llIlAOS MID NlEAS USlll FOR ElECTRIC IIIOAIlEllICAN ENERGY roo 319-341-4462 .-'? 09-27-9' 271-9 :i EClt.IAENT ON THIS PRO.ECT WU REOURE SUBSOO. TllJ.AGE fa AN AVERAGE DEPTH A SCRAPE SAMPlE WAS TAKEN FROM M 1fIIJ. or THIS BRIDGE TO GET IH NIJI.IRAI. CAS lIOIIlERICAN EN3lGY roo 319-341-4462 0-'> Wa;> 11. or 16 TO 20 INCIiES PRIOR TO IUC[lENl Of IlIPSOI. ANI)/OR 51_ CROP INIlCAII:lI OF THE EXJSTEN:E Of nt: LOO. OF TOTAl CHROUlUU AND TOTAl lEAD. 1D.EPHONI' 00ESl 319-399-1651 -.> . .... SEDllNC. SUCH nwa SIWJ. BE ACCllIIl'USIEO ON lIAXIIlUU Of THREE fOOl _ms or TOT.II. lDO ON THIS SAIlPlE WAS 180 PARTS OEIlllll.lJON (PPU). OG" 0 CAIlf'IISION llEDACOIl 319-351-_ cO - CENTERS ANI) AI RICHI AHGI.ES TO H fHSHEI) SI.llPE or H 1lORll<7f. MW. YSlS OF TOTAl CHROUlIU ON 1HIS SMFlE WAS '50 PPU. THtSE .vw:rsrs w Wa:N '? SHOW lIE EXISlUa: or lHESE 1\10 TOXIC CONSI11\JENTS, LOO5 INOlCAIID frt CJ CJll.!e. - EOllf'IlEN1 USlll 10 ACCllIAJSIl THE lUACE SHAU. BE EQUPP[I) IIIlH AN lHE5E 1[STS COWl CREAl( CONIllllJNS _ RECtUIORT lIlI1S fOR NOt'" o <l:cnl!) '" /Hl SAm'( REQUREII(NlS. NO OTHER CONSTIlIJ(NlS WERE _mo. 111[ _ ZI--'r" 0 NRlW16D- TYPE StIJ( SO AS TO PRtMDE lA,TDW. IXSPlACEUEHT AHD lIUJT 111: ffi~~!tt? 0 BIXO SHOUlD )()T RELY ON THE DEPARTWENrS TESTlNC AHO NW.YSlS rCA Nt( ~ IIlMIIENf or H SIJIlSOlI. TO H StIlfI((. tt SHAll. BE _BY THE EM:INIIR 'OR THE USE 1IIDlOEO. !lIS WORK WIlL BE CONSlIlEREO IHCIIlENlAt 10 I'I.lIP05E OTHER THAN AS AN HllCAlION or H EXISlUa: or THESl: 1\10 TOXIC IJ:j<l:O::;~ CONS1IIWI1S. - OTHER WOOK ON lHE PROJECT ANI) NO PATlIOO IIIU. BE AllOWEO. Wf-IJ:j~a: '5 gc!twOED g. IT IS INTtND(O THAT fOllOWING SUBSal lU.N.it iHE MfA REWM6 IN A cn::;g:g:~ .5 "LOOSOED. CONOOIlH. AOIIOIONAt COI<PAClJON OR H OPERAOON or H(,I,W ~~~~0 ~ EOllf'IlEN1, OlIO THAN REOOIIlEIl fOR TOPSOlI. PlACEIlENTNIl SlW'ING SIWJ. " NOI BE All.OW!l1 ON AREAS IMCIi HAl{ R(C(M]) SI.llSOa. nwa. o :5 w z ~I:i g 10-27-98 213..4 i1i fb 15 '& ~~ g THE CON11lACTOR SHAll. _Y N!:CESsAAY _ TO nt: CONSlRlJCllJN AREA ::;a:OEDll. <( ANI) HIlJI. RO!OS 10 PllMNT lIE SPROO or DUST. REfER TO ARlICI.[ 1107.07 Z or THE st\NIlARD SPECIIlCATlONS 'OR HlIJIIlONH. taMS. u: DATE 12~21..()4 ;;; g> ORA""" MB. CHKD CR ~ APROV. BB , ~ r:D POOJECf NUMBER ... .Q 0 ..s 04043 ... <: Sl C!; - S ...../r' -- c.J 0 ('-, -- CL- !)l L..--J 4 uJ_ _ SHEET lTllE N UJ --1/ . '" Ut:: GENERAl _J '" ._0 NOTES & -- , STANDARD LL "" \-- <( NOTATIONS ",...;.. O~-.; :.C <.r.> b SHEET NUMBER \;:;.::. = C.04 &- N REV - -- . il 5 ' . eg' , 0'. ~JI CON7RAC SH.W. MAINTAIN CCESS.,ro CATSI<1U Or. AT ALL . ' I" ~ :::~~ ~l ~ '- T/MfS. mAC7tW SIW/. T CONSTRlIC1/ON PHASING PlAN ~ r---' " "(7 REllO\'E AIlll RfPlAa:.B!' TlNC ~ I ! Iii ~ it e. ,-. PRIOR-ro FOROIWERAPAfOVAl,. _tie,. 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CHI<D CRW ~ ( N'I/Di_ CRW PROJECT OAJIlBEll ~ 04043 . ~ f -- llHEEI TI1lE - I INTERSECTION LAYOUT AND GRADING PlAN t SHEET NUMB E.01 .&. flfV i!i BROS - 3715 (626) - - 8J -52 !;! N ~ I \ ,II II 1 "'/' i I I' I \@\ '\ ~ I i~.h ,~ I I I "". ~Itl'! -I I , 8 ~i' " ',.--.---. " ~ I !! . , I " . GRAPHIC SCALE , ~ lost I! 1 I ' I /,' JAUES'" EILEEN "ENGlS .. J ~ \ ] d1 [ ~; ,1 _~. fl..... ~_.~.L~'c. 270' FRIENDSHIP ST. ""'"". ~ I,' I ..-'-".- --_.-..."c ___ I; - tr4+00. I \ ' ". - I' , ~~ /.", .! <Ii / '... I :': "" ~, ' ,I ,'---"- ~ !'I 2621 FRIENDSHIP ST. '- I ~ ,/ v'" , ... '" I . .. >- .'1 '" I : ~1 ' l (f) , 1 <::';:) i -,. '- , 1, ~ .,f __ PROP[RlY UN( \ " . .'.- ~ 0 'r---- .. "- ifl/ I 18 \ ::JUlY \ ~ffi ' .. ; '" I SHED <.5 ' , \ ~ i CONSTRUCllOH '-.-', I i'i EASOlENT............. 1:3+61.85 ! \ ~_ 13+6~61 13+64.60. ~ ~~ i ~~2'" IOCHr .....' 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'. : (/ ';! ,,' ""'l~,~F:~:J/_ ~;:<~ - -?B(I/ PROP<RTY UN( 8 ~ ffi ~ !!5t3 t ...... I. , . -. ~.--..--/ -- Vi ~ > (/) Ow ...-' "l= '-,""- - .:..' ':::;, ,. _; ~., I I D- -. ,,-, "-...., v ,,, r'" / - " .. -,..,----.. w 0 <C a:~ ~J-1''''' V"J'_.:>:.''''? .- , ,-' I T ::E a: 0 m Q..l1. q...... .. .. ., -~'''' ~",' ,-<' - --- '-. .- - -.-... 1..-.' <i' co ./ ''t;:, ( f' . - " '-"C'Z"; Ci -:r;g; . - "f - . -,. ,,~., -..-/ ,'" .. - - , .. ., :. OAlE 12.21-<l4 ~ 6 ~ '--c": ! ,,)' / . . CITY OF IOWA CITY " DRAWN MEL < (..., . (r .=:.. I'. , . . . !: CHKD CAW Z " ~ uJ- " I' /. APRQV. BB - 1---' ~ / " _, ~ lJ...l ,.-.i >:- /. -:_;:> J .., LES '" TERESA FINKEN ~ -1 N '..J ~, / ,~ / !'... j. 27' 0 BROOKSIOE OR, PllOJECT NUMBER j: .. - N >-v , ,I I, 04043 l! LLCY-r-r ,. / 9 """ _' . '" ",- I I <J; ;:,:; /"'... . '" TITlE .. ""-" '-.J JACK HOEHNLE '" . .- 1 ~ SHEET 52 .. ~~; - CYNTHIA ALLEN V , '.so , EASEMENT g 605 "fAllOW ST. '----,-1-. '. I PLAN !)l , -,----..' 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PINECREST z ~ <C :) g ZCll~ t -.I W -:l ~~~ffi~ 8 S.,. RD --1 O::l'o ... CL W~I-~a: .s , (J) f!: l:l:loaJ !:; <C . (/)~f!:!l:'IIo - AVE 2: ~ MUSCA TINE 4 ~~CIl~O I ~ :5 a: Z WI .. fu~~~ .( ( n ::l'a:o c- O) ( \ '" ~ '" DAl< 12.21..Q4 !l ~ _WIt _ I SIGN AGE MAP AND TRAFFI C CONTROL CHKD CAW AS'flOJ. CAW . - (REFER 268) ::! TO ROAD STANDARDS RS PROJECT NUhlBal t 04043 ~ I PROJECT W1U. BE ClOSED 10 lRAFFlC I -... . I SHEETTI1I.E TRAFFIC CONTROL i PlAN SHEET NUM~ Ii: J.01 & ~ i REV N BROS - 3715 (626) - - BJ -52 ----- . ..- il ;1 ii !I il " ' I' / Ii ,! l I, i I ',' ,) . ~ las~ , ,f ,I h" I _ _ _' "'- ' _ _ = _ , ' f .1 ~ - -, -, ~ . ,~'__' ,_ _ _ ,_ . _ _ _ ' ,hili . -, ' ~ '- \ . _ _ ~ _ ~_ < _,.A,' . - i"" - ______ ~___ "~~ -::::'.' /@.\I ....-.. [~ I ~'--=:"'_ ---- ,---e.- --' -- ~. QJ ._-, .-' '/" -- . f SGAlIi-~ _.. ____\ ___ ,J ----- ---' ,"'. I' , . ,- - - - ,/ ' . . . . ' -' ~- ' .. , ' . _ ' ./ , " U , ~ __~ /' ' r~ i//~ GfW'HICSCAI.E .; I C -'-,-0 . 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'" (!lo.~ 725 .::::.R_..._....: ........ ........ ",,:!!>,,,.. .....,,(iitc; ""'4!.<Qll'f_' .:::. 725 '"" <( ~ 720 ... ...~T>7:.n~+~ ~mFTI .~. .......... .... .........is;ft,t "'J <}t ~W.' . ..;:~~~> ......... 720 ~i~~~ i V:::':: ~::::: ::::::::: .::: :"':. ,;,;:::.... : :--.;:'.:..:.:..:.. ..:..' :::: ::~; . _.... . .".. :":';1!!I~1l;'~: ::::: :i.E. ..:DiS1iNQ:,;,!Ei" g:!Z tl:l ~ CD ! ....., ......... ......... ......... m,yl~'H' .... ........ -,..- :e'; ...... .><,-,-~"'7!','lri",,", ...........11 C1J~g:g:~ ~ 715 .",..,;,;.....;.;1'..... :::"\:::: ::::::::: II.... .:~""",~" ..:':' ::::,.,.:J",,:. 715 ~oCIJ~o _ .....\IE.;io;o....._!'!I'I!:..... II.... '....~.. .......(J ......:. ~f'lf" g....O:zUJ~ ~ ....~_~-..."""'",'.. ....''':I;:~ ;"i1";,,,7.'~ jj)~~-a~ ~ n' . . ...5 7.::'L ...' .......__.. .J. . ............: ... n' ~~o!~ . ...1I1H . oP'lw ..'G1 IE. (litt' ......... ... ""' . . . .,..:: :::. DAle '2-21-04 I: ..... .f;-::t~;,;.;,;. ,..,,,. ...:~ '111'.' NXJIiJ>S llAAWll - ~ 705 .... ..... ,\-:'"..... . .. .:= 705 CHI<Il CIWI . ~ ... 'I ~~ .. .... ... ....~:~~_ ~:.. >PftOi, CIWI !l ! : . . . . . . '\ . . . . .. .. ......... . . . . . . . . . . .IE.. 1."~" f>tr.) PROJECTNUMBEIl ~ 700 :7'. : : : : : : : :: 720: : : : : . : : . . . . . , . , . . , . . . . . . 700 10- .. Pi :::::/-'l)"'!':: 04043 .. ~ ~~:~:;~:\ ::: ~:: >: ..:: :~~:~~~<I~ ::: IQOICIlt . : : . . . . .. .;...;...; . . .. ... . . _ . . . . . . . . : : : : : :: : SHEETTm.E ! 695 .715 ....... .~......... !.... . 715, .., .... .. .... 695 ~ ... ...y....~O%. >1 .... , ..... ........ 5r I 6907'0~L ... .17,. .' ... ... .. .... .... . . .... ... 690 g ;:; ~'. . .. :l:: 6 :; 6 :l;. : . :\! cii :;j. .. ::J:. ;;;: ci _' .. ~.. .1:;: :;:. . ,;;" ....~::. :i: . SHEElNUMBEIl '" 685 .. '" "'..... ",.. '" OJ "'.... -.. - - -... -,., _. OJ OJ... _.. .!:;' - .. _.... ... -... _.. 685 M 01 ^ )1'0 ,.... ,.... . .. f'w-.. ,... ,... ,... ,....- . . ..... ,.... r-- ..... ..... ,... ,... ..... .1;:" ,... 1'-. . . ,...... ..... . ili ~ 93+00 94+00 95+00 96+00 97+00 98+00 " """ '" N BROS - 3715 (626) - - 8J -52 .- . !I ~ _ . ~ --. 5 0 ., ~ ro sm: BD/INO HfJUSES ' 'v TT " "l \ . ,\ '.'. , . "5' ~g II ( . ' SII BE fflOI/-J'ERRI'.rouRTE!..lyll ~" 'ON -""""""LllCA1m AT . ", '. \ ~ ~'\\ '~.' ~ ,....~\" ,-- ~ 1'.5~ 01 . ~ il ' ... CCURTNtDPERR'I"L ' \~.~\' \ , ' ~ H~~ il " ",' nLVA"'" - ~~~ ", . ,,'. "'", \ \ ~ ',.~. \ () .l! I .-,,~ I ... ' . '\ or\ ' 0 I...", .! G APHIC SCALE I r:: \.\ \ )": ,K\" \,. j' !H: II 2;'l II 10 20 PRDERVENlf) ~. \\ '.... '"\ . /' (I'; ~f.)f.e. I PROT<CTElCIS1IHC n' .. \" ' J -_.. FDIC[ 9 OUnEr . , '.. . ..~-" ../, i 1'" ~ . : 11 . , "; . '_ - - " , \. '-\,. '. -..i.,/ I:' ---," ~. . /' 2658 ., 605 IE ~~~:. '\'-')/, 0/..; r~ l . I ~-7 .....,-.' ~ ,\'\. _\.-'.~ -p ....rm:.. 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'\ \ ~ .~; I:~MY......T'::::: ... EMf' ' / '-- r-.. \:f. 2703.... _,Ii; '. \ \, '-7" \ ~ c' I:m~~'w:::::: ::: J. ."......: ::- '::_riD ::...... ~ . : SIlIl.tllW ~""::::::: :,: ..... mli<W_u .....itt . '.' ::.., l",. ......,10. ."3U'. ...... ........... 720 ".._w. ~~ ,.. ....,.. ,...... ......... .,~. ::: .... ......, ..... ....f',. """. ._.... ....n.... ....;1$'..... ~ .==:::'tf=......... ...;": ...-.....":-- _ 1:-" ~. ........ .... .... ....~f::;~::::=~:::~ 720 @~ .Jf:.,,.. RfGfolV, ......._.. . ............._ E_~ ;:~: ......... ....... .....E.OP .1Ni09.45...t828;JI. .!G028.-79. aCE' .1E~.71L4J ..7GElttJ"::-:: ..;,: ::.., ........ :::::::::\::::::. ......... ..... ... W wcr:C\l 715 .... . ~... .::.. . ~ "... .....: ..... ..... ...... "l'" .... ... (!) c:l Cl. co ._~ .... ....-11.530'0'"." . 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SHEET NUMBER I 1"-..,... ,... . r--. ..: il.. ..:.....:. ;::.:: : I~ :: I;:::: :: jk : I;:: 0::.. 2:. : i~:: (;) 0:::: ::: !p:: : 10 :: 0 <5::. :::: 0::.. 675 M 02 I> i 98+00 99+00 100+00 "101';'00 ,- ,.. ,.. .. 102;00 '''' ".~ "'10~00 . L!!l .. REV N BRCS - 3715 (626) - - 8J -52 - . H " '; c .' STATION 1%H1.JO f#$ RT ~I L ~l , f!1'!!fl"'EJ STAJ1C1N ,2+S3,4J IJ.D' RT S7IlIJC":M!f I . . II ! FC1RJI GftADIE'. 1OZ.D7 RA-4J ~ Ii S II 6'0$ E . ew.., (OUT) FtJRII QRADE _ JU2...lt ~ I .- ~ IE- "'04~ E - a&3t ram E ~..- I' sc LE fJl i fi ;;; o 8' . Ii . , m ~ {! S/ 705 ...... 705 1~ I Ii . I j 70"0 : 700 I , ( ~ / . .- i .", -- ?n.t., 695 : . t '.5 I . - . I ", 690 :. . .90 ) -0+25 0+00 0+" 0+50 0+75 1.00 srAJ1O#I 'H7Uf '1.11 RT J ~Jr ,-J 0 = ITJRJI f/IRNJE. 701.1f co c..n i E -....72 ~ :2:0 , E-_a _" -' I E_IVoG:J(I<__) .,.. -- X~ 11 \ "~-r- -;- -j ::D J O~ - I N I );::2 N J in I ; ---- ~--"'h\ = ,--, _-n ::i::: \..J $IIll1CIIIIE' - 'o~ :2: /'- '? i , )> -l'"' ..... -1 700 :. ........... : 700 I . ::T:: :::1 . \ : :: . : 11j'j '. iOirt f-f?) :695 :. ........ ..s frl~ T . tIt111ET :t'.o::~ a5' 1 E- LU LUa:'" .. .. . . . :: 690 C!l ~Cl.e. g z(J)~ -!' gjo<tz~ .. tJ~l5~ch t:: . ~ffi~~i ~ ~ ~ Jl ~ cn::Ef!'lf"" J: ~~cn~b t ~ 5 a: z LUI ~ STAJDI fM7.Uf 1%"- LT fb~~~ li ~ ::Ea:o Cl. " ~ 1fJRM .... - 7f1t~ IE - ..... (our) ~ DAle 12-21.04 !i DRAWN - ~ CHJ<D CRW . :100 'O. . .N-:~:~ ::r::: ::::: AJ'ROI. CRW 71). t j PROJECT NUMBER i 'O. I" I~;" _ .00' I:: ~:-:"-'- I::::::: 1::1 04043 - I :695 695 -- ~..... :,,: .. . 10m" ~: ~ \.0:-. mT SHEETTTlLE I:: i .'O ::: I: STORM WATER :69D ... PlAN AND :::::" ~ . . PROFILE ~ 'OHEETKUMeER ~ i M.03 &. 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'1" .. , .. 700 UJ <( .c 0 I :::.0\'>::: ... ....,,, ':'''1'.'':2[:':.'' ..... ~ .. . ....~ '-/""I"I! ~~l:i:i~lE ' . . . .. ... ~ , . cr :::::::: .. .. ...'. . .......,. . . . . .. .. . . . . . . . . . . . .1.. . . . I- UJ UJ 0 ... ..:i:' ...... ::......: ..... :: :::: '. T :::. ,:,". . ....... , ..... ... :::::". ...:.. .. ::::: ::::::::::: CIl ~ c: 'lIo .Ii 695 . . . i.' : : . . . .. ....... . . . . : · . L1 ::::..: · i: :. .: .1' . . , . . : , · : [ \ :::) :::: .::: i : . . . . . · I :. .::::: I :::::::: I : · : . . :l: UJ ~ Q. I- ~', ........ ......:.................... ',i ...... '. ... ..... "':.' .... .... 695 0 U ~ ~ f:D I ~ . I ,:' / T ,I.' "'...... .. \......':!I 9:5UJZ:21 e .........>i: ......' . .\<1 <IJI/, ::':'::"~tr~> .., ... i:iJfbE5-l;f i 690....... .. i ... ./........ I' . ....".. .,.... ... ..r. ::,: .... .... ........,.. ..... ./.. ... I" 690 ~ c: 0 ~ Q. ~ ,. ...... ........ -. . .....1,. "",..,- . ./. .... ... .... ......... i.. ...... .. .. . . i ,~,~!j,H~rtr~. <:1m.9/i:~:<c~m_~..,-~~-! ....!III ." ~~. I 680. . .. .ioi,l 17~wiLtl~IC~1i 100 . . . . . t:..;.;;.. ~1JA1Ev..J.Jt I ! . . SNOTAIlY.....1 . . .. . . , d d 680 PROJECTNUIoIBEll :i~lz""'1 ...... "'J~'~!"~~! . .......m.,dd ...... .. .. . ... ..... I..' ... 04043 - .11..... . ......... ... ..... .... . , : CO!-:. I I. .. X :::j::-.. ...~..~~ ::::::::: ::::~: ~ _ :::::::::!: ::::: :: :1:::. :: :: I::: "-lIII f 675 :.... :: :.;.~~, : : ... .- - ...... . . .... , .... '1' :: :: : I : :: ". I :: . .. :. i " .... I........ . :: 675 SH=TIllE ~ l'~ ~~~_ . ...... ................. ....... .j. .... ... ....... ~. ~ ..'1.. ....sL\.....!......... ......I'!:j Tm~~ .....!Ii: I ~~~N I . .I~:l% ..... ..... ,.... ..1.... '1..1 .1.1 ....1 d......... PROFILE 670 .. " . . ... .... .,...,- -_. . ... .... . .. ... ... ". . .. ... . ... .. ... .. .. d .. I .. 670 "0' ...... T ~ ." "" ..... . . . . .. .. . . . ! , r ' , I ... '1' d.I......, I 1 I ~ . ..... ....~...... . .. ...., 1) ! : : : . : :: ~l ~: : ~ ~ ~ : [~ ~[[ 1 ;: ;: ~: : : :~ : :; !~ : ~ I:~ ~ : : : : :: ~ : l~ . . : . : : ~ : : . : : i : . I. SHEET NUMBER r 685 : . . .. .... ",' .I~ . .. .... . . ... . . .R . !? ,0> ' . ..,. 0 .. . . .. 0 : :8 . i.. . , .. . .. , . . I 665 M 11 Do )II> . ,- r.o . .U). ~ ....., '" : I~ .. I.. ..... l!1J. ,I -HOO 0+00 HOO 2+00 3+00 4+00 . P.EII ;.; BROS - 3715 (626) - - 8J -52 - ------------ --- ---- . HI !m'J:IUWAn:aPftllrntlN~Nfm'ClIo ~ .. 1 o' ~ ~ I MUST BE DlRNC WHTERlICIt(THS,M 1IEI.l..-- ..E I " N :=~ " ClCN1RACI'OR SIW.L ADOO1CIW. ~ CON1ROL .... .,. ~ ~i ~ . , '. ~ H. e:' , PRCNDE srABLIZA1IOIt CONlRa.S Fat ~ I ,.,- ::; !I t.. i. ~ ;;.: , ., . E . ., - II .' ..atA!!,:"~~. _.?:'cf ~ Hs ~ I i GRAPHIC)SCALE~~. N r 1 I li-u 'IT .... ~ . 'Ii /FJ_ I ) I~f}t-~ I 1m. !c'-1r-~ f -' 716 I ..1 -;;z .f -.\- 1 ( . I / ? I . '\ , ;:s ST "Sf,' Ef~~ ...... N .~_ ~.y I -J ~ f ::--- Q,{a ~ 1.... ~ i ", /'- l.. -,~ eft ..~.- ! T' . - . 1i!1 - -- _, _. ..u _. . _ "_ _._ ____ .- - ...-_. .}- ,..- 7:?2 _0 _. - ; ,_. _ 19.-_\._ ., - _.__ .) / i .'. ,123.. .. - ~.~... ,...... V'f ""' -) _ --- I. __- ~.. .... . .. rn- ... ..- . -.,~. ._. "::: :::~ -~ _~..~ ";.cn~._ - . - __n -. ..."=! -j-. - f? -. I .. --.. -., .., .,. . .I 701 CJ' I 9.11 .. .. --'--/, --.... i. r.... i'" '" 909-. 90.3.. -_. --.f!!JJ._, 847' 845- U '_' . . ~ 11 I! .' -" _ _839 .... ". 837 !iJ29-.. 827 I 821.... _ . :..... 8138Jl _,) _ N =:, I" -- '- 819 . .. c, N V; ! . -- ,'\ 1.:1(; ~1 J I' , ., I' / .- . , " J : . '-.., ~ / I'~ \r "-. ~ f--1 " -- .'~ Z!12' ,- 'J :l. ,j .' - 'I' j C" ,::, C5 ~ . .' /', ...... - .... I..... -. _ j:; " / ~. : .' l/ .... .' - . I"' ) . G'" i'--" ! ,I .-.. ,... I I ._ ill'!. , I . I I .... f- ~ . ---- ... " @ ~ CiJ ."", a ~ . ~ ) A \ UJ Wa: ~ i. i '" <!la..~ . ~ c ~ ~ GRAPHIC SCALE I , ~ z ~ ~ S 20 0 1? 20 ," . CD 0 Z '1 k,......... I 1 i 2658 605 ~ \ tu ~ ~ ~ ~ ~ : ~ffi8~al -. ~~~~~ ~. ~W~~b "j QUa:-UJ " -.---. .- --. . .. . . ~ i ~ ~ ~i ~ . u ~ , \~ ! - - -.:-- - -. -' ' DAle 12-21004 ~ f ij; ~ ~ .-,---- DRAWN JSN ~ CHI([) CRW ... s, APfI.OI. CAW ~ --" . E "--- .~. PROJECT "UlAIlEll ! ~~ ---. ....... - 04043 ~ ~. ....-...-. "..-.. '.----..- -.... . I ....: I 702 ~ ...~ -~ E~ a 717!'l PLAN i /; "., I . ~ SHMEEf "2U1Af &. ~ . R~ .. N BROS _ 3715 (626) - - 8J -52 --- . II ~ (. "'\'~'\ IV . '. - . '- , ~I \ '. I; \ '- , ,. '. . o' " ii ~"'. . _ """~ ''.! i..J '.' i 1, '" ~~. ~-...";'~.;;o..iED;'tr--- ~II!~~~ !' '1 -.. . .- 2l'NCZ' 1f1 NEW S!1IeX' \ ~ . i ) '. 1HE NOR1HEAS1' CORNER aF 1HE iIEAOOW S1RfET ....' ~ "'!~ I, ':'--....~' (. Il1r~u:,_ "1:',,,- '.' ~ 6.' 'I, _..' EO.I,;"~ '-~ Sf) '. .j.'\.' I . .,_" :tii'.... I GilA" 6'0... " I ~~'l\ " ,',,7T '-~\. c- ! ~ oHi I , v ..l.1 .\ \y fir-' '-.:.0...""7' (J'l !ULIo. II'" , . Q ." . ii. I J " ' <00 i ""~ '. ! I. ". ,\ ' ~ "!' \ '- U '" ~_ ~ . .! , - r"";. 1/1 "~ 1:' ''.\---- / ; I __ I! .......~.'" .} I" ".' I ~~~ \ ( 6'~" '.')...'~\\ ~ I ~ [ Ii . <p,''v'-< AX~""'-, , ? i' "1 ii' (J ; 'J I ',\ '. 'b ,.\. .11 . '.~' . 'I "-~~~'~' .. : ':' ",' . ; I~ \, . 1/ Ii 10 ' ! , "......... r...... "" , 'H' r',;r I (,.. \,\ ' \ ,'/ (} , $ .... -r." ,') CASEJfEHt lr ,iFI ~ < _,: ) j "t-. ,.j,! f; "J _ If ~, .' ~'. '~'" v. ,/ :1 I\~-' ), ... I.... iiS-~_--1_ )~~ A:: '. \ ',r:1-- , ' ... /1""'....~:-~ '. i\\ ]~~ \ \'-:'..c .......- , '\.// I '\ "'~1f ".l ""-J\' ..... ci""y ,'" 1\ ~ :<RY,..,._ ; \ ',:\,lh....'F.:c:: .._ ._., -' ..,--' I 1\,,\ 1'_ ~ " -,"- . ' ....J.....m~ ~n._ , ~ '-. .. . .._,0",,,,,,,,, -- ~ I "j '- / ~,~.... ':1 "" _ 'j'(j-~ ,~- ~.. _ <--l I '\.. , ;;;j I'\. 0 "n' ! \ .~ ~ "'~ ., I' . . -. - - .'.- ~ \............ 12 ! "~ , ./ ~ f r-', " "~K ~-- ~ "" , I' \, :: " ~ ,p;- IlllIEAOOW STRIEIET ! I ~ '1\ I ' ,/ _ -' ,__ - - ..."...-r ... , 1\ \ _lE --,-"--t-- .-- SEIER NEEJJfD. ,./ f....... MDJ~"'. ,I i-I-' g ~ ! NO) JNr"f'ENO" i ,;", "~""'~_""'r ,,'i:"'" \,' "\. .. '. 'it. O_n., ..,~ ""I "'W~ 'n', ...,-,\ n -.....", I """0' 1 'I'. fit. ~ "..' ' . '. _ , "". ,"_'_' ..-'--- I ~"~'" . ~ - -, \'ii.. .__ I \ '-~ + t;A IliI "",," . " =; " " !, 7i \. \ -- "":"'t ~ !. ;"1,, . . __ - " " i . _~ .~'/~ ,.... . ". " <tC-l::!, \ r-f A~O ,,~ ,,' ~. \~., i ~....IDiR""'''''''''''''''MllM'TAU.......l....... / '1j(' ,,' , N-1-'''' ',!, " . 'll _ .......=.........,..... NiYl-...m CO A" /r ' " . i" . 1 " '""" I", 0. --- "" CIt_...-...........1O ........ now. ...:r ~ I \ r . i \ I, \ l ---- " I) AC1ED~ 1NH.L'1REJIIaoIES.uE .. ~ ~-- . .' PRESf3tVf; AND PRO' E)(lS ~ , . \ ~ 11'\ . 1'- f1 ,i '. ~ 'J<<t lEVER PIPE lDCA1ED UNDER at 1InOI ~ CIF AHY\1tREET CfI ~ '. <:2 ~0 , 21..~~~l$t~, ,,\ .' ~\ 1\ "'=SNIITr~>looml\'ll1E-.a;>",\ ' m ~ P~';"""~.It:__ 8nER_:"" / ~ O ..,.. . I.. If '\ \ \ II \ \ ,V" ' \ ~ .............. .T'" S1IlIET. . ill '\ ~ -:L~ ~ H 11 h ~ .\ lI,t, \ L I M\ \ I \... \.UI................: ~ ~ ~ '?bti/I'i ......... :::.'.:.. ...1/[, .:.:. ~~ - LL- '" 715 "i"; ~ .:.:' """", ::'. "",. I,. '::'::;',!" ".", ,......., I" "I" "..., ,..,., 715 U ~ h t~. .... .....; ... .1......... ...... .............:. ........ .1........ .1......... . ........ .1....;.:. .... ........ .1... . .11.....1 < I: LU LU ~ co 7,0 I J ;,.. . . .11 . . ... I l' 710 t!:l t!:l Q.. ~ -',.... .....sT.:'2~~'tL= I~' 'Kl_~ hT'__~b"RC~6! .. ...il. i Cl! ~ ~ 705 ......... .. ....Ilf;lR'''''1''E~ '::'~-W;~-0;'~!l.iir",,"J'J ........ .. t;j~Cl::IEcb ...:. .......;; ;;.......;.~ . ~... ......... ..... :": :T\OE'. ..:...... ........: :.lliE!lI'.:: ;..';;::; ......... ...;:;_:;,'.. 705 LU:zt;j~i f I ~~.. ~ 1 v:la-~1O= v.. ""'b)1" , .." ,,,,,,..!' '''''" ", ..I.. ... .1,,, g:LUUJO g , : . : : : : , : ,.. .,.,.:::: ;".:..:..;" '- ., .-. . , , , , . . , , . .. ",,' ,."",.. I ' , , , ., " . , , ,. , , , , : . , , , , , . . . , I ' " . .",..' '^ 0: 0: - ... i r.' - """ ; i-' - ~ ...~.71 ~ .- : '/ """'., I ,. ,.,." , ."".. """',. , , , , ' , , , , . , , , , . , . " "., . , " ,.. W ::IE f'O '" I :: I ....."' -m1m!..~:._~f~' ,,7 1'>---''''''' Hi ,il.. ... .. :: Unii .l . ..1.... . .... .. Ji.. ,+ 7!! ... I!TI ~ ' .... ......... ....... ..~fi~...LT . ... ......... .....>11 I>!I> ..... DATI! '2.21<>4 " 690 I. """"'"., "...",: :_ U1lU1Y ::/ ;, .i'. "",..,:!',. .. i,., ,.,.,.,'. i' "..:' "."':',:,::' 690 DRAWN_ . I ." il<. .... "" '.~i!~~-01..:." . ~,I.. . .. '.jll >i ......... '" :::. .. !,." .1.,.. .. ...11. .,!".,;,:=;r,t~_,Uf':t"", ".,' ""'.'. I. ,;1,. '1' I" """ "''':::1:::: 04043 .. ' 'j'" "., . ..""=,,,.lto4-i51..:!'JI.!!I!!!!Y""""::::: '''''::,; ',: ,:"::::::1;':.., '" _ >: ,,, , """"", .. ""''''''''-''''''''r'''''"'...,;<i~ "'" " ._.... . i 'M j Ji,'.. ,......... ..:::::ff:';:'i'<j, 1,1 I IJ.i 'M ~';,"'" i '" 4-----'/ ."",,,,,,..,,,1..,,,, ".. "'''''I I I ---+p-' , , I 1 ,I AND PROFILE 675 i' , . " " 1 .. i. Th""" '----[--" ..", ":" " :: " , ., ...," : , : ': :' :: :::: :::::::. :: :: ' , : ' , : " " ' :: : I : : " "" , 675 P... ""'''.. """""'''''''. "". .... .' " ... ..,1.. .. ......,." ..... ..:.... . .-------r....... .'11 ...... ....... ..1 ........ !F........ .. I" '" ""'I" I.,,,,,,,,, "" "I"" I ''', . . . I " ., "I" "," .. , , "." "",," ",,' "" , ::::::: !:: :: :::::. :::::: :: :: ;. :::::::::: "" .:.::: ::'. I: . :.. :::: :::.:.:': :: J(): : Pi') :::::: to:::::::: 03::.. .: ,~... r>. ::::::: i.:: :: :::::: :..::: ::, :: ::. :::...:: I: :::.::: I:::::::: j:::, , ' , I ' . , , ' , ,. , " , .. ol' 'ol" . , ,. ol" , . , , " .." . . '". " ." , . .' , 'I. . I I . . . I .'. SHEET NUMBER :::. :::. ::':: - ::.::.:: .: 6: : :::::: 6:::::::.5:..: :: I"":::. r:-. ...:..:! i::.:.:,.. ...:.:.:::::.. -. :: ::::.. :::::::: ::.:.::::::. I "~,~OO " . . .. ..;;" .1, .....1 .;~ 1,.1 ;. ,.',.' ...... ......1,.'.. IT 'J., ......" M.31 ~ ;.; BRQS - 3715 (525) - - 8J -52 . ~f , , :i. ;: , :< I N .... 48.00' 0 6."~ CRADE 86.00' -4 Je; E :i 60.00" 0 8% GRADE 25.00' ROADwAY .. 11 I fI ~ ., (7) PANELS 0 B'-O~ (6) PAHEtS 0 8' -0. il if ~ - f! " ! I ~~ ~ ~~ ~ii j~ I ., . ~! T/TRAll T/lMlL ~. --- -_":~'!~--- t~-_--~~.' I! 0.. 696.0' J II " .. ci T/GfW)( - '1 \. ~:~-- -<- - m. c.__ ,. u /El.693.0' ... ~--'--.'- -- -.. . EXIST. GRADE . I' n' _ n. _. __ '- EL 695.75' :.. EL 695.75' J ----------------------- .. _.... .ut - -. -- - _. - .,.. .. n_ _. ...... .n ___.... ..n_'n.'.. __'_ - _. -. -- '" NOT(: ~ RETAINING WALL E~~~ON LOOKING NORTH Q BLOCK MANUFACTURER TO SUiNrr PlAN Of STEPS IN : ~ WAU. PRIOR TO FABRICATION. ~ _~_~__....__~_m__..___.',~ .'~. ~ , t3 ffi S'-O. r-> - ~ GtwfO RAil = 0 j ~ =, PROPERTY UNE ,Ii HSS JxJ RAIl SEGMENTAL RETAINING WALL __0 -'-" "'-, II P--j :;0 I.SO' 8.00' a.EAR UIO' I "Ell UNIlS QlJ.IN1IlY TOT#t - - 0 -. N .- II .. l-- HSS 4.4 POST WEST EAST )0 N III 'I I SEGMEMTAl WAU SF 291 465 756 -, ~ i--\ rACE OF BLOCK WAll - FUMlE J/4- so. BAR RAIU<C LF 56'-4- 48'-4" 10<4'-6- =----m ~~ '-J 1 2S SLOP( .l. SURFACED _ ~~ I---- 0 5 3/"- o.c. r:D <2 I ~;": ..- ------------ ----- 4- CAP UNIT - --I ):> ~ '" 'I' GIRT LENGTH PER MANUf". , -l ;< "I / ',1',1' I c 3lr5 J -'- FINIsH"""", ~ ~ ~ I I I I I I t; UOOUlNl BlOCK )( REINFORCED I I Z I I sr_ UNT . 12-. SONA w I I I I ~ MSH~ /' BACKf'IU. I I j., r-- TUaE. SEE 1~-,;:'-<:;::~<'''/ ~ """ CORE AU. I L..1 \ I DETAIl.. 5IU.OI ~ ~ (3/.- CRUSHED I I . ROCK OR STONE) /'........ APPROXlWAl[ L_.1 ",I ~~ I- u;> I "~ ./ EXCAVATION UNE -' . ----- GUARD~~L DETAIL ~ U--, W 4- PERf"ORATtD DRAIN PIPE OUTLET w'9 j ::;; UNRElNFORCED CONe. --, , OR CRUSHED STONE o SPACING REOVlRED Bf ~ur. o~1 ~ WIWNC Pill _/ ROOENT GUARD Rf"-19E W wa:re Q. CJ CJa.!e- U) . TYPICAL RETAINING ~~L CROSS SECTION ~ 'i. BASE PlATE ABOVE. o <(/)\0 '" a; ~m~... - ZI-"'" ~ T\ES r'~-. gj~~ml? ~ U) .;+; 'i. ~<o::;;8 0 0 VERT. BARS -- ~ Wl-~~a: ~ ~ a:ZwOlD PLAN VIEW t;~a:a:~ 0 I-a. BRIDGE RAIL, ~t'5~~t;1 ;;j CONC. POST SEE SHEET V.1O (3) 1/2". ANCHOR 'f BOLTS wi EPOXY o::SWZ~t; ~I ADHESIVE ifi fu 15 ~ a!~ '! TYP. GUARDRAIL. 1. GROUT 0 - SEE DETAIL 3jU.Ol ::;;a:OlDa.~ oj HSS 3x3 :., FINISH GRADE - ::; TOP RAIL <( . o n: z _______ MODULAR BLOCK DATE 12.21-D4 % .;. l: DRAWN MB. HSS 3xl 3/8" PL. CHKO CR '" CONe. POST. APROII_ B8 l: -'!o l' 3/4" SQ. BAR SEE SHEET V.OB :i I! . o 5 3/4" O.C. '5 T\ES j- ;;; lil . ?r PROJECT NUMBER ~ 04043 ~ C JxS (.) '5 I BOTTOM RAIL ;., :" ~ VERT. ?r . 1~' 0 . SHEET T11lE ~ - N ELEVATION VIEW PLAN VIEW CLfAR - RETAINING - WALL DETAILS GUARDRAI~.~; ENDPOST @ 1."-0.. I TRAil P~,~,T DETAIL @ BASE P~..:.~ DETAIL @ lIl2It; I. SEE SHtET V.IO fOR SHEET NUMBER ....... CONSTR\JCOON U.01 &. NOm_ REV . i; ~ f o. '" ~! 41'-6~ x 25'-.0" ROADWAY &: (2) li I. ~5t :i 8'-0" SIDEWAlKS SINGLE SPAN ~ 'II:;:;:;';! , , CONCRETE SlAB BRIOGE HICH ~ I ~ I.. il 12+50 12+75 13+00 13+25 13+50 13+75. 14+00 VPI Sf A. 13+&6.4~ BACKWAll CONCRETE ABUTUENTS olo( f.li:!;;; " I EI.EV. 100." ~ ~ ..., ;! 710 _.__ ,.__ It. SOUTH A8UTM NT ____.. ~ N ABUTMENT --------t- ~__ ___._ * _ ~_ft'...' ~.~;. !! n_... _.______________..__~..L+~.._.h...Q.l.Q.4 __________.___._._...___._. +4 c L. -- --.------.--------T.- -1._ _ .56' .!: I ~h~ . i! -.. ... -. -.- -- -----:..'- ..- - .-. -- - -:~. .:. . ..':= ~O~~~ECT LIMIT LINE IS THE j [ ~,'=== =. -- -- - -- - ~ "':C. - PROFILE SAME AS THE PROPERTY LINES ~ !: 700 _ _, ___ ___ <._ __ N.T-S. AND CONSTRUCTION EASEt.tENT ,. ...... -- LINES. ,I ~_ . ... -H. ABUTMENT ._ .. "J. 21 r- I 690 __. ___ _ - AllUMHT -- -= "T': _ · SIR.... - _ _-~ LOCATION EXISTING BRIDGE: HYDRAULIC DATA ... ~ i ===t. .~- - ...- -._--. <- - -- - !: 1.0' E:ROSIOH .- _. T-79N R-6W 2 SPAN STEEL STRUCTURE -/ STEEL DRAINAGE AREA 2.2 SO. MI. .. J~ i. .... --.--- ONE" APPROX. ROCK ElEV. 5 -. SECTlON 13 pu 8[NT AND TlWBER ElACI<WAU.S. STREAM SlOPE 7 FT/Ul , 0.,;,;;. 680 _. ~ LUCAS TOWNSHIP APPROX. 42"x25' WIDE. BRIOGE WATERWAY AREA ~ 1 IOWA CITY, IOWA fXISTIHG JU SO. FT. ~ ! LONGITUDINAL SECTION ALONG CENTERLINE OF ROAD LOOKING WEST oc:- \IEl.OCI1Y ri ~ n. ~ ~ oso '" 1800 CFS NATURAL. STAGE 697 , ::-... a:: ,".'. 0100 . '300 cr. NA"-"AI. Sf"" 697.5 " ~ r '1'--4' I' I I ---"---"-'''''- \ !, <( -- , . c it I, " 1 i.. ::? ,/ '.. ~~..''\ ~~! ~ ,- ; 14+00 ....' ~ 'ORM:'" @ ~ ~ OJ ,/ ~ ".-/ ' 'I';! I 2~.OO RCWlWAY ! ~ I \ $ rf..... ~.iI- o:~ /" '--. f~ ~ ; \ N I-i' J.E;~ w ~ 06ANE &: DIXIE MEYER ....... _~ ..:.-.~ I..... &0 WATrR VAlVE JAMES &: EILEEN MENGIS .. G , I . \ l iJ. ~?-' .-2621 FRIENDSHIP ST. \ .~ I 1:l - i '--"- 2701 FRIENDSHIP ST. GRAPHIC SCAlE -~ \' Uc DRIVE "G i w\ a: / i ,;, EXJST. WOOD ! . N ," ... t ~ LINE . . , VI....' , .'~ ~E 10 . $ 10 =r::' '-' ii, 'r'~ ~ ~ ' I \ 1, .' e<: ;r.-<' / ," 4 /~ 'r. PROPERlY UHE ...... \ ..1_ ...:::;:: __"'-1..., "' 0 i .---_ I ~ c'<=: ORAHGESAmY ~ . 0 ' . , \ ~ - .....~ FENC<5U, "cJ. ~ \? Q i 5HEET'O.Q2~_ . ~ + ~ \ .,'.' I1I1I.I1Y w ~ t;;;';':l "" ..;;,.-__~: , , G J, SHED P1...............~- a: I-' c--.. OVERHEAD i ' CONSTRuC11ON I - -;-- ~) I " . .~ _..n_.~ \. ~ ElECTRIC ,-- 'oJ' EASE 1 /; i __ r..,..,. Of 20' , i f"ENCE, SEE SHEET D.02 \ ~ t; - -----~ WENT /' .""'~-' , , ..........., ' "EXIST. WOOD ~ w ~ ,r-~___ --." ". -..; :f.,) ~j . APPROACH !-';-.- , 'f[NC[ TO BE SEE SHEET D.D2 a =-~ ~ ,,\ U1lU1Y lr - ~-:.;.:~~~-J \' i 1 ~:"::.:~._..: . ,. ,,~ ..-, :t,:,,~.., r REWOVED FOR SITE WORk ~ O\IERHEAD <a ~ ~~-Lr,~_R1Y"".E" .SHED . a ElOST.CH.IINUNK d :-'~Q},,} I i,1 -:.4-----;;-- '\ -====L+====L==_ fELEClRlC ~ irl . -- -----~-',...... 2 ,. I FtNCE~ .;.1,/ i',1 ~_....o, -i +B-I IL_"_. , __ _,_~ < ..,_,.__ _J.~'----C>-~.';::::.:;"'__~' C\I - ~ .' ~. r~:;._. ,/"' ' \ c' , _>_< ,<_ .-, .____-.->---0. ,'~ ,"" ~ 2.~-" _ _ :: - .., -- - .~! ... 0 -' <----< -0' -::,/ /." v,..-. or ~~ EXIST ~- SANfT.aRY S[W[R UN[ ,-jl", -" ". _~,..-~_ _ _~ ~ ILl - -<o.}-.. 0 _,----or;;, -, -, 7______ ;::;.-- ~'~--- ,..]. -- _.'." '" <L '" "'....:k < ~~" 0;- ~ ' rO' 0-' ~.. '"., olfl _EXlST54w 'Jf!fSEWER -----..- '" '-, . ~.-. ~ _.,~ ...-..=," .,-.<-, <-t;;............'- '~_ \ WOO 0.. '\"-;i!k-.-,_~..,.~ '............ '-c '. ~\..~_ -~?""'- ~...~~ <' r:- ~--+--:;-====o.. ,~>...., - _ r^,'/ __.. .-t: ;-....O-j... I ~ ---" v----"-.....~'"'v---- ~,,~,~~"v'--x..t~-'v---..,r-"'~,',~"';5-~~J,~'r- $"1 +_ ;n,....(v, ,;'~-"-~ EXIST. WOOD ~._~--_.-- ,-.~, am :.i ,/ ~-- -~../' -- '-..... ,"'-?vC'f" "!."i;: .:'d-.~- -. ., il"+50 '(:".'J -------"'---~ -' FENCE __-~-~- _______--- _ W Wa: C\I o ------- _~ .-- - ~-l..; ~........e-r..:....::;.::,"'-: ,(~. . oJ ~~~ 6~ W~lpL:>- ~ .".-' --- . ~~-- __~-- - ~ <0 ,. G 1:'vtC:T /,.~----::..__,t/__ \Gk:.' ' '<~""\~""" _ ._____ __-.- ~~'" \ CJ CJ~ ll.. ~ .- "'::' .~.;. ~'_. .r'-___-------.;,;...~____=_=_ ;:;.------,. _._ --- - .__. 0 WLO II) -~--- TREE UN~. ~ "- ......... -.- ____. ....",,~ __ _ - ,,_, t-- T'"" ~ ~~~~:~::~~~~~:-:---::------!;'"-~~~-;'::--- . - - -- -==_~~=--:~-52':4_';:~ ~~_~=- .::-.=~--=-~;~;,~.".";,;,, J ~~~m~ S!> ~ - - - - - - - .--------.-:t- .-- . - .......f..... x ~ --~''''.[NT... .-- b~ ~-_.. --'~q ...... _' r- <( 0 ~ 0 N -- __ .-.- , _~---~-- _~--__:-/"-_,. --k-::o.. ----,--. __~ ___~___._ ___--:.,_ ".L"::"_-:--~i:':.--,:.""~.'~.,-~;, W - """-"=- u__. - ..-..-.-------- .......--"1---.- -- _____ BlOOC'WA[l. _- ~=--="~~~"'<-.-~-, WI--I-UJa: C! ---------.~I,,'o~~~ --.::. " -.- ~~~ -- :.~~_~'=-_=_____~':-:::A-:--:'~-:"--=-_=:_':::~";::----::---":'- ~~-~~ _._,-,",~~ -~,' a: z H16 00 > - SOUTH BRANCH RALSTON CREEK, I J' CONDUIT - -. - -- t'. ~" . - - ~ ,~.-:::- - - -~: ......--..';I.E~"'L---.' t? W a: a: ~ - ---~---~-~-~..---.---..-_. ----.- - -- ~~ """. -.-."1~""""-' . "'0::: L---- ll.. DJ ---~ I ____- __.- "'lI~. _r' ~~,,_____.., 4:::.r- ~ -. - ,-- -.1 - ----~"~~----::: ~~""'=.?.:.:'-~:::.::-.::.::::-, 15 ~ ~ ~ t; .... ------ ".,...- ---::-:::-:::-:::~~ " -T- - :::.:;=-.~ ---."....,.-::';~ -....'.- -.- -~~~,; --~.-----. -- o::S w z Wti ~ U:~~~:~~c'c~~:;:;~,~~ilii~ ~:~.~:- ~~~Ef~~i~'~c~=::::i~~ -=~:= ~ ~ 8 ~ ~I ;l .~-~..o_;=_____.::_~.~l:);ANrT~stWt ,"- _ _'~--i--<___ ...... __1- _-;:::. _N v _..... . _ _ ~ <~=~El;~:-~~--~~- -- -____. ~{~~~~~~ ~:~!-.~r:-'~-S'.;-2,~ ~~~~-.:.\../;.-.~~,..:--- ---- g~ ~'-()4 to '-. - . - ~ ,- ElllST. HEDGE I SOUTH - . . - - -- "'-?o_.~ '" .f" .. I r 0-- - CHKD CR c . ,..-,-'_". " -.:=...::..:::.: - -- - r "', ---";;;';~"i;..,.ri1 , ~,,',,/......... EXIST. TREE UN[ , 3i -''''';~.~'''..-. ~----'""7= TA.-"13~OO. 'J.. rj j__ -"'~ , APROV. B8 11 . ... -.~ -....--...:J.7-I~---=.:--~\, -.. -''V09'/' -- /:'-;:::>. - - - r 0""'--"-"-- g ..?....,.., PROPERTY lINE -I'-.~-- ~.. BENCH MARK \..dO; . ...' -" -,.. I ;"- ElCtST. OWN PRQJECTNUMBER r> -.'.""-:'-~- --- -. '- ,,,,!, , J" , ,.. '"''' -'" ------- LINK fENCE C!i . -. -' "CO!!l'. TRUCT1ON... I ''0.~. j' ) ~-'? . .":7- U:I." ~^ / , -.r - b t ~/ i 04043 v -. CAsEMENT_ - .-' . . . / '-. '-., ; i'.'~f../..~~. ....r / bi o .- /-,' 'mtE Of' 20' f ,,-,t.../;. . _..' ~ " .'. . ;g. "i iI~\' ,',Tj- /'//--72(' """""",,UNE o , iLAB '. '-G. :;Y- - - - "/' /" !,"f SHEEfT11lE !:l _ ..y C _.. 'j / /_ ~.~, , , N.. --' -f' f \ "~.- ---- -;-'r.--- BRIDGE --~-7""':, "..(~~...,...<'" -' ,,," ~.It -~ f \\ . .'-<'--..----.. ___ l"--ElOST.WOOO SITUATlON JACK HOEHNLE " ~. .J _ d,:' '~ C!"!. ~~~ Ip!~ CtlY-t ;::'z: - - ~r FENCE PlAN CYNTHIA ALLEN ~'Oo' eN' ~~ - r 605 MEAOOW ST~ . ~.> (TYP.) .' LES a: TERESA FINKEN '-......... I. // ,i' 2710 BROOKSIDE DR. .......... I /"' 1/ \ SHEET NUMBER SITUATION PlAN V. 0 1 In 1--10' REV ~ ABUTMENT ~ I 9" 9" '""'-c...s_G.t.s ~ I ~~ ---- ~s_ I--- '" ~ I !i~ ' w "',~ ii' ""~ ,~ . i I In c.;s_, , KEYWAY, STOP 12" fROM NEW SEWER it. ABUTMENT ' ~s ~ GAs__ ~ ABUTMENT . j EACH END or WAlL :., j' UNE~L '\ 7'-9" I 1"-6" G.lS_GA Tf ABUT. WAlL j [ . " '\ ~ . E ~'~ 'S'-J" 9" '" N. EL. 697.03' ~ .. S. [l. 697.74' n C == ~ == ==' -'1t\" 59J V 2" CH.....E. "i'r " 7" a 8"7" 2" :_-.--.,--,_,,_ ./ 11'1 ,..----S.2 " ~ rS94 ~ ~ ",[ ~ ~ ~: '" " w :r :r . ,S9700~E_~I.. ;... 0 0 CLR. a: Ii: 5 . " ,.,- 6.e STORM SEWER ~ 0 0 ", r "~ I- , C.e --- ,,- ..0. --=r =-r -.=.- --- ~ STRAlGI{f', 1"-6" i . - -- -..\:- ::'1- .. ~-,.:-::.;: . - --7"1' '0 '0 :... '0 '0 :r i - .. .. ~6g2 ~ ..~ _ . . . '-" H -~ I I .. .. '" :r . I ~"" on on .". TILE I I 0 ~ 5<12 - '" '" z " I SEE SHEET M,JI J -0 - 5.2 ~ ':1". <' '" '" - PROPOSED 0: 0 6e2 OOWEL :? 0 '" . U> t ~ . .. ~ .4.., WEEP HOLES GRADE 0 0 on '" r- 692 '- . 2 ~ ~ . o 6'-0" O.C. ~ ~ '" '" , BATTERED 1.4'-6" 0 2 ~ . I ~ ! I I 0 O. -. - - '- I I I .. ! - '. ... '~Ir ~ ~ . r , 0 0 0 0 , on' \ ;f '" '-3w ~ 4pl (TYP.) ~ I 'I .. ':D ~"- Ge2 ;f ;f g ;" U> ! ~ 2 ~ , I U> U> STORM SEWER, SEE ~ '" ~;>' BATTERED 4' 611 ~ .. , - SHEETS M.02 & I Q "-' , -. " tot.03 FOR DETAILS ;., cJ" I " . \, ., ~O :n: ! " - \.. ::':~ -n , " y---' :xl , , , ~ -, - W'W' / ~ 2 ~~ ~ I (J-- '" r- I ;., N i 4.' (TYP,) BAtTERED 6,2 I ::::{C) t.n I I -. - 59' . iz" '" / .- 9 lfu .. 8/. PILE CAP ~m ~ (-, I I . . " 2 i in "'-~ SPIRAL AT TOP OF EACH , J EL. 686.00' o=u ....../ .. " -- PILE. (7) TU.NS O. '2 J . 5 <2 " I A . ,,- BAR" 2'.... 3- PITCH. wI ." on .. h\ gJr \ oo " <;" ~ .' ., (2) L 7/8,7/8,'/8 _ (9) HP 10x<42 PILES. <- " 2 ~ - "-6" 3'-0. Y ~ It ROAD!A~ _ _ _ STRAIGHT tt ROAO..!'A..!....-..... _ _ _ I Ui"~ SPACERS PUNCHED TO (6) BATTE.ED -l I;; -- ~- HOlD SPiRAl @ f! e 0.... ABUTM~~:,;ECTION @ .. en (1\';3 ~ " I w ~~ .. ..... . ;" ~ ~o W ::;; ~ go '" :i . BATTfRED '" "N ~ T/ SIDEWAlK 1-'";' " u u U-' "- WOO w"i' '" ;iD'ca SEE DEl AIL \ 3/V.OS ...., . '" .. 1\, ',::..:!.. 0<0, .:; 611 '" I W Wa:"'1 .;.:. . ;" ~ Cl Clll..B, .., . I Kf:'fWAY o <C(.fJLOj 0 BATT!.RED ~ '" - 21-...... 0 I gjo~d]~ ~ ... STORU SEWER. SEE ;., 597 " ~ SHEETS M,02 de " . " u tJ~O:2~ ....03 fOR OETAllS on '" .. I I '" UJl-tJ~a: 0 .. '" :> :? a:ZWOlD <i BATTfRED t:;~a:a:,", ~ i , ~ ~UJt:;~1- fir {;\ , .; 7-8-s"r ,. 10" OUa:_U 0 ~, ' ~ 0: ' - o ::s w Z !!Jt; ~ .4p' (TYP.) Sp2 .' '~ \ . L5 fu iJ 5{llt~ l:l --'---.,\,,[ f' - --- - STRAIGHT'" VI! ~" SgJ ~ ~ \ ~ i I ::2 a: OlD a... . I -- - . CLR. Sg4 "" -..-.....--;;)-.-. . ------. i,= ! r 0 z '~ i .- -- -. ii: S.2 ll"O~! ~ N '" DATE '2-21-04 ... ,"- " 14 SPACES 0 1'-0. ." '.4'-0. il; DRAWN MEL '" I- 7'-9" I ,'-6- ~~ c . N '. :: CHKD CTR ~ WATER l ~= ---f'::7" -- (Il) 5<:' DOWELS" (Il) SgJ IV'RCN, BB -~----~----a----~----w_________w . -.. j.i \ 16'-0" ~ . .- ..---..:....,.-,- WATER ,_"'_'"' ~.,,-- ~I PROJECT NUMBER cg 1/--"'-" 4.' ... 04043 S! SOUTHPIr;~PLAYOUT ~ <0__ SOUTHABUTME~",~,'Z"NGWAULAYOUT ~ cg . 3" 0 CLR, ~ SHEET TITLE N SPIRAl, SEE DETAIL. 3/V.02 ABUTMENT ESTIMATED PILE QUANTITIES ~ 8/ PILE CAP & W1NGWAU NOTE: LAYOUT & CONTRACTOR SHALL LOCATE EXISTING SEWER EL 690.00' DETAILS BY POT HOLING OR OTHER METHODS TO lTEII AlIOUNI DETERMINE (XISTING LOCATIONS OF' SEWER. NORTH ABUTlotENT PILE LOCATIONS SHALL BE ADJUSTED TO 264.DO L.F. HP 10.42 SHEET NUMBER I.WNTAlN 1'-6" ClEAR. SOUTH ABUTMENT 264.00 LF'. SOUTH ABUTME~~..NGWALl SECTION ~ V.02 &. ,~..........~.;--...........~~'- _.~.~ REI! - . !l ~ f ;1 WAlL REINF., SEE DETAILS ~ I · c' NOTE: 2/'1.02 &: 2/V.OJ FOR SIZE :'{ CONTRACTOR SHAlL LOCATE EXISTING SE'h""ER " 1~ .. &:: SPACING q BY POT HOLING OR OTHER METHODS TO li/ .j i~ , iJ DETERMINE EXIST1NG LOCATIONS Of SEWER. , E' fi PILE lOCATIONS SHAll BE ADJUSTED TO ., MAINTAIN ;'-6- CLEAR. (2) ADDITIONAl BARS ilL j' _u._ - --- . - . -,----. .- -- EACH SIDE . , I~ l h ~i " Il ABUTMENT .....,,:\ /~-'~.. "- j: l~}.1~;" , nELD CUT BARS . I AROUND SEWER ~, II 1'-6" 6'-8" , , :l \ I ~'" 2" CHAMFER ~ ABUTMENT ---.. ~.", \ \ ~ 1 ~~, : 5p2 I 1-- '" _1_ (') '5 , DIA. OF -- 1 PIPE + -4'-0" 0 4S" "" i A AROUND SEWER (TYP. '< t it\ EA rACES) , , i , , ~ffi " \ , 6e2 DOWEl. B/ STORM SEWER - ;" '-'I ! \ ....\~'--... 699 SEE SHEETS ....02 ~ I i ! a.s............ &: ....03 I i ! , , I " i , . ;" \ ^ . ~ . ,~, ! , T STORM SEWER. SEE ABUTMENT WAll REINF. AT STORM SEWER OUTlET . "- ! , N ;., SHEETS M.02 &: l~_I'q V.03 I i , N lot.OJ FOR DETAILS I""- , - <:( :., , I , ! . ~ ? ,. , I 2> ::<::6 ;" i i w- ~ ~w f\ -,- cC~ (lYP.) ! ~~ ., d 'J.J \ ' ~" ~ t--' ~r i o z~ uJ ' 0 ("'\\- ! . "' I N .~- , i. ~ e-.- t; U " l:! , --' N . \ /1\ N- "' .\ . ~ - ;" 1\\ ",,,, U- 0::: \-'4 0' , , .." N 2 '"'" 0:2 ~ ROADWAY ; i 9 tO~ -' . ::.r: __s~jR i Ii ROADWAY W .- ----; i ':.-.:'!;.-!.-: ---- ::;; C'" G KEYWAY C\l :f - = 0' , 0.... ~'L? = N 2 \ "" :., ., ",'" 0'" ll. , W ~~ s.,7 w"i' <D , N , i u WW ;; '" in i '" ~~ '" ", , o . .. 0 0<0 .:; N 2 i '" '" i , <:'! ; ~ UJ Wa:C\J . I " NN - i . "" 10" "' CJ CJo..~ .... 0 on . ~ o <Coo'" 0 if; j\\ IO'U) _ Z~T""" 0 , .. 0 ffi~iHj~ ~ " 'I' i -- , , ;" "' W I 2~" - t!i<cO:::;~ ..; \ ~ , . 0 ~ '" i CCR. ~~lli~ffi > ~ , , 0 , I ;., s.,5 t "- i N , cn:::;g;fE'lO N I l s.,6 '- :., i \ 0 :S:~CI.l:::;tJ ..; , 0 in i l. .". nLE it o 0:- ::i '" I O:'Swz"':lt; i " ., '" . &2 U) fb 6 ~ lfil 0 !\ 11\ . '"'--. GRANULAR :: i 1'\ : Ii ::.. ~ BACKF"lU ~ a: 0 III a..g: -' , 1" e~8.1. \ 0 :;; ,..... <( " ~4 j .' ,;;..'; ~'1 '.t- , I Z ;" Sd;____ e N C;l\.~.... :':-:;;1;p'2_,_c.A;.:"c;:~:::;';~,.-:' !ii , 'pl '1'- J<;--......o..,:r-" -~"..;;;..:/-,,'-..;. DATE '2~21-1J4 g> -: ' .~~~~;~f.~~?\~.. DRAWN MEL " =.J CHKD CTR ~ :;r CLR. M'RCN. ea -' ii~~[;~!:r/- 0 ~ . ",...'ER __" SPIRAL. SEE b , _" N 7 SPACES 0 ;., .. .., 1'-0& "" 7'-0" 6" DETAIL JjV.02 '-"':!._.r'<_.f."" , PROJECT NUMBER 0 'W N 04043 S1i o~ (9) 602 DOWELS ~ BI PILE C/IP -0: 6" (!j . WATER ... " (9) Sq' EL. 690.00' -..-". ~ 8"-9" SHEETTITlE N HP 1Ox42 ABUTMENT NORTH Pl~,;,~~P LAYOUT ~ NORTH ABUTME~.~,~NGWAllLAYOUT @ NORTH ABUTME~~ ::::~NGWALL SECTION @ & W1NGWAll LAYOUT & DETAILS SHE-I:'J NUMBER V.03 &. HEV -- . !; "I ~! SUBSTRUCTURE ~ i · H 4 'i ABUMN' REINFORCING STEEL - EPOXY COATED BENT BAR DETAILS i di ~ ~~ 59 --,~ 5g3-...... T/ SlOEwALK BAR LOCATION SHAPE NO. ENGHTLlN. FT WEIGHT E J' ~, ~ ~ ~ I 0 i io/ ;~ --. --" "- 6e2 CAP TIE BAR L 184 4'-0 '7'U: 1104 ~ ~~:. " I; 597 ~ , I.. .'... I 5dl HORIZONlAl BACK WAll 40 45'-1 ,......- 1906 .- ] l !' ' 5d2 SOUTH WING HORIZONTAL 8 6'-7 5 t~ [~l:L: Ii 5d3 SOUTH WING HORIZONlAl 18 15'-7 ?R' Z93 U, 6c2 ,,5e1 '" 5g7 ~ ..~ . - I I , :p 4 . T/ ABUT. WAll 5d4 NORTH Yt1NG HORIZONTAL 8 5 -7 ...... 47 i--J N N . H 59 ~ -.... S. El, 697.76' 5d5 NORTH WING HORIZONTAL 16 8'-4 1" 139 0=4 1/4" D=2 1/2" 0=2 1/2" "j" I Set WING CORNER TIE L 36 4'-0 150 i ,611 PILE CAP lONGlTUOINAl 8 4~'-0 'RA 576 I 6" I I 2'-0" I ! 1'-6" I (j. ~ I i l:.ql SOUTH BACK BACK WALL 42 8 - 7 U:t 375 I" i 5d3 ----... ., .!m l6a2 SOUTH fRONT BACK WAll 42 10'-7 ~ 661 ., 0.... ~ i Q) 5a3 SOUTH WING VERTICAL 12 11'-8 146 . . _ ~ t 1 ~ 5 4 SOUTH WING VERTICAL 18 7'-10 tAt 147 . ~'" ! -, /. 2 r-- PROPOSEO 595 NORTH WING VERTICAL 10 11'-0 "n 115 , " , " ~ ~ I ' ~e2 I - GRACE ISaG NORTH 'MNC VERTICAL 6 7'-0 ~ 44 2 -6 . !' -6 ~ ::... b? !, 507 WING SIDEWALK TIE L 46 3'-10 ph 184 ~ 6 ~ a; ! .1;'" 4pl_____ 1 5 8 NORTH BACK BACK WAll 42 7'-11 -..n '\46 I '_ t..3 ~ f' I, ," - "~rn - -... ",',,, m ~ rro.""]~ {~C2 1/2" ;:I ~ : I: . 4p1 PilE CAP 0 118 10'-6 ~ 830"1 \cl . ~ ! 502 -" ,,- p - 5.2 PILE CAP 16 2' 8 45 ,I 4 1 ,I 5 2 . 5d2 l...J.~ . P P l I \" I ~ r--.) " nw . = I l") - c::> ; L B/ PILE CAP 0 "", ! g'_ON I 7'_ON I EL 686.00' ? Q ~ l ):> - -! :AI --n I t 4 ~ _ i , . .1. (} -- N r- t 7 -9 ---l NOTE; All. DIMENSIONS ARE OUT lO OU'. D-PIN DIAMETER _':~ :' N m w CONCRETE PLACEMENT SUMMARY---\T ~ b g SOUTH ABUTMENT W1NGWALL ~ lOCATION CUBIC YA/loS 0:., B 0 Mf_NI" V.04 ._..."" ~ NORlH ABUTMENT 42.5 ...,,-- ..c- 0 SOUTH ABUTMENT 43.0 Y -1 ff -' . ~ ~ ~7 ~ 00:::; ~ I-- I ~ o~ ll. _ NOTES: ~ : N Ii ABUTMENT 1. END POST SHALL BE PRECAST OR CAST IN 0 (0 .;..:. I PLACE. UJ WC:C\1 c:'! T / SIDEWAlK r-- 595 2. ALL EXPOSED SURF ACES SHAll RECEIVE ",,<( lL@. 'r" CLASS 3 SPECIAL SURFACE FINISH IN 0 Z en ID ~ . ACCORDANCE WllH SECTION 2403.21 OF iI _ t- r:: l"! t'c ..".:' I \ , 5.7 THE STANDARD SPECIfiCATIONS FOR to 0 ii m '7 Q) .' .. . . i HIGHWAY AND BRIDGE CONSTRUCTION. l- Z<( 0 ::< <J) <"I 5g6 3. SUPERSTRUCTURE CONCRETE AND UJ 0 :::: ..l. T / ABUT. WAll REINFORCING TOTALS ARE ON SHEET V.06. ~ !z tJ ~ ~ [ -"N. EL 697.13' ~ ,.....-5dS tn ~ ~ a? 'ft, ~ I 3:UJtn~~ '" 501 6e2 OOa:-~ ii ~ ~ 0 :5 UJ Z -'0 ~ l r4pl i1ilbe5~a?a :> 2 ::<a:OtOlLlE::; PROPOSEq --... 1 I I '" GRAOE ~;"'C'" -1'- Z "" l i . - 0 !:;.. I DAlE 12-21-04 ~ ':ot DRAWN Me. 'i I I CHKD CR l!! ~ . . APROV. BB 9 . Ie 0 \ L ~ ? !~'! L.. Set4 Sp2 PROJECT NUMBER (!; - ;., Ii. ...J 04043 ~ ~B/PIlEC~ ~ . ~86.00' 1 5"-11. 2,J10. ) . . 4 ~ SHEET 1TTtE N ~ ~ ~ STRUCTURE DEl' AILS & NORTH ABUT~~~W1NGWALL @ QUANTITIES SHEET NUMBER V.04 &, REV --~- - -- l 1"! ~ s . ~. - .: ~ I ~~ ;~ 10'-5~ 25'-O~ ROADWAY 10'-5~ __ l'i5~ ~; ~ I i j sa ,I Ii. ROADWAY ~ . IM'~ ii 1 '2'-6. "'-6. 11 I W i: I ~ ~vU . ,; ] cl'1 [ H It RQAWAY I ~ 3' ~ ~ _ N. EL 700.32' a.: ~ ri . U L STRAIGHT UNE t. a a.: s. EL 701.04' ~ t. STRAIGHT LINE v j .... l: _ STRAlCHT LINE 'i . - >... I ",[ _- !::: i I l;,.~ ~ T CD <s> .... :"'f:: - I ~ I ~ ,------- - -- ---- u_ -- - u -- -- - - u____ - ---- _u - '" ---, --- ------ " _ ~ 1 , r ' ~N. EL. 697.0J' f!::: '" l I WATER MAlN "f! T HORIZONTAl. CONSTRUCTION JOINT BOTTOM OF SLAB S. EL 697.75' <3 ~ ~ REAR ABUTMENT ELEVATION ~ ~ LOOKING so.m; V.05 ~ . ~-~ ~ f r- ! ...::t , 0 ,J:;;: ~ 10 SPACES. 4'-0. :5 40'-0"; (fl) 2",,6"1C2'-O" BEVELED SHEAR KEYS 2'-tf" i-~. ;7i W 44 SPACES 0 "-0" - 44'-0"; Gel BARS S" -1 ~ !~ LL ~ . ~ -.- ~ t ~ 'w ~ ~1 ~ '2 __ ~ Do.. -' .- w . _--, __ ~ N - I-~ ~ u-'> ~ w v W, "' .." ~ Om ~. ~ W W~N ~ 10. 2'-'" 11 SPACES 0 2'-0" = 22'-0'"; 5pl 2'-1" J SPA. 0 2'-0" _ 6'-0" 10" (!J Si a.. ~ g " ,1. , 1. " ,1. Qa: z ~ ::- ~ 3" - 2 3" J" _ J" 3" 1 -'2 - 2 J" <C Z .- I1l .-~ tDOa:w'" .... ABUTMENTPLAN @...Y/......' tu ~ 0::;; en "' , . I-WO o 1/1'..1'0' V.OS , ! UJ t- > a: . \ , a:zw tD >. '" / I-WWO o ro~a:a:~ ~ ~I-~ 'f! '5'-'0. ~ W ro :2 I- ~ OUa:-~ :> 10'_Sm 25'-0" ROADWAY 10'_Sm 0 :5 w> ~ "'ot ' <(~ ro w :g r uJ W 0 <( c:~ :> - ::;;C:OtD~.. ~ 12'-6" ~ i I C~~ qj SYVUETRlCAl 2.ox SLOPE 2'-0" DATE 12-21-04 o " OM_ MEL -j 5'11 0 12" a.c. ABOUT It. ROADWAY GUTTER UNE 4'-0" CHKO BB I!! " GUTTER LINE '2. O.C. 50' I NOTE' APRO\I. 88 .... 5f1 0 12 O.C. N 5'1 ---: ~ L SCUPPER SEE OTE 2 I 51>' BARS 0 .2" O.C, 1. TOP lONGITUDINAL REINF. STEEL IS ~ .... . TO BE PARALLEL TO AND 2 1/28 PROJECT NUMBER v . .. CLEAR BELOW TOP OF SlAB. 04043 9 en e. [ BOTTOW LONGITUDiNAl REINF. STEEL g . ~o T Cll I I I I G> IS TO BE PARALlEL AND 1 1/2" o <( I ~ I I I I I ClEAR ABOvE BOlTOU OF SlAB. ~ >'"N - SHEETmtE N 68 WATER MAtN IN 2. IF PERUISSIBtE LONGITUDINAL JOINT I' I 3. P'JC CONDUIT 60' BARS 0 '2. O.C. '00' BARS 0 6" O.C, I INSULATION SEE SHEET IS USED. BARS ON CENTERliNE OF SLAB 2' -0" I .' -0. I (TYP.) . B.03 ROADWAY MAY BE ~HIFTEO TO REINFORCING lEVEL ClEAR JOINT BY 1 . BRIDGE SECTION ~ 3. WATER MAlN AND CONDUITS L(;IQOHGNORJH V.n5 CENTEREO IN SLAB. 111!'..1'.O' SHEET NUMBER V.05 & REV .. .' -,..... ,..:~,...'-:'~"-!&'":~-:::-:.:'.,:.,-", ,,~.;:-;,=--y;-,:::-- ,c-\"~~,,,,-,.~,-,,",,,_:,-~=_ "'._ ..'- -'_,' ----. y- ...... .--... .~ "_~~~'_..n'____~._. _. ._~_ ... . @l SUPERSTRUCTURE ~ I .' :., " .' :., '- ~ 0 "R ~1 ~ REINFORCING STEEL EPOXY COATED BENT BAR OET AILS < 11a5 g~ '- ~ - ~~ ~ - b I- i~ il - - posmON or SlAB BAR LOCATION SHAPE NO. ENGTH UN. FT. WEIGHT - IUMEDIATELY AFTER J I (n '. FALSEwoRK IS REMOVED 1001 BOTTON or SlAB, LONGITUDINAL 92 42'-8 3925.3 16393 " j' -. -~ .--- -.. SOl TOP OF SLAB, lONGITUDINAL 47 42'-8 2005.3 2086 2'-6" 'ti 1'-2~ ,; 6el BOTTOM OF SlAB, iRANSVERSE 44 45'-6 200200 3003 Li 'I ?I' I' . i r--I ~I I! 501 TOP OF SlAB, lRANSVERSE 44 45'-6 200200 2082 ~~ ~ ~21 2[n O-~ L FINAL. GRADE UNE Bel SLAB TRANSVERSE AT ABUTMENT 12 45'-6 546.0 1458 Ii I I 6el SLAB HAIRPINS AT ABUTMENT U 'BB 5'-6 1052.8 1551 I ... SPA. 0 10'-4 1/2~ _ -n'-6- I 511 SJOEWALK LONGITUDINAL 22 42'-8 938,7 10.5 ~ B" OJ I SIDEWALK TRANSVERSE ,---, BB '2'-0 1056.0 109B 1'-1~ s"L . t '1. ABUTo BRGo '1. ASUTo BRGo I PAVING HAUNCH, TRANSVERSE c- 2B 5'-2 144.7 157 , 1 2 PAVING HAUNCH, lONGITUDINAl 4 44'-0 176.0 lB3 5pl 5p3 6el . FORM CAMBER DIAGRAM 3 SIDEWALK HAUNCH. TRANSVERSE c- 24 4'-3 102.0 107 i 4 SIDEWALK HAUNCH. LONGITUDINAL B B'-5 67.3 70 , THIS DIAGRAM SHOWS THE FORM CAMBER REQUIRED TO COMPENSATE 10'-0" , FOR THE ANTICIPATED ULTIMATE DEAD LOAD DEFLECTION. THE ABOVE Lr- i , DIMENSIONS 00 NOT INCLUDE /W'( ALLOWANCE FOR FORM DEFLECTION ! OF FAlSEWARK SETTLEMENT. J r~'~ D-2j I l T B" Sql 1 1'-0- ~' Bel 511 Sql I ,d-J L- 5dl . ' 501 TOTAL 29233 NOTE: AlL DIMENSIONS ARE OUT TO OUT. D-PIN DIAMETER ,," =, , ~ 5p4 - TOTAL REINFORCING STEEL CONCRETE PLACEMENT SUMMA~ = , "'" I ::l~ . LOCA nON WEIGHT lOCATION CUBIC YAljDs, :to. 11 . ~ I ~ . SUBSTRUCTURE 8149 SlAB 147.00 - I.,.. f5p3J SOl N - I ~E ~. SUPERSTRUCTURE 29233 SIDEWALK 16,90~ __ N I I CONC. BARRIER RAil 20BB POST 0,95. ~.i rTl '" --...~ 5: lJ 6el 6el '" TOTAL 39470 TOTAL 164.85::- :...;\ ., '-1001 '-d-7' 6 S '" ;i 5pl "> Bel Bel "- ., !:!:!3i tiQIES; P t; ~ . -' w > N L STRUCTURAL CONCRETE OUANTITY INCLUDES ~ -' SlAB WITH INTEGRAL PIER CAPS AND WINGS. w . FOR TABULATION. SEE "CONCTETE PLACEMENT ::; ABUTMENT SEC;;~~~ AT ROADWAY Q ABUTMENT SE?;~~~ AT SIDEWAlK @ SUMMARY - SUPERSTRUCTURE-. N ::i 1-"7 ll. Uas ;;- w, -, , ~ Oeo w Wa:N ~ C) C)Cl.!e- '" 0 o <{Cf.)1t) 0 - Zf-...... ~ 't ROAO ...-+---..----.------+------~--.--~ ~~~a1t? <0 (SVMETRICAl ABOUT '1.) r <'( <'( ~ ~ '( '1 tu<{D::i;~ 0 EDGE Of ~~O~o.:__ __ .-~<.P.9 - ----e-:~~---- -e--~~-- -_.._~~__ _ _. ~ ~~r.---_: >q, li!~!tl~~ :> PARABOLIC CROWN t ,'" tn~l!'g:,," (;"- ? ,p- cr. fl. :.:" ,,- I( ~ <( << ~ <( I .; I ' >0, >q, >q, >q, >q, > ' I >q, DRAINS ARE TO BE GALVANIZED. ~~~~t 0 ~ . ~ . . ~ ~ :? <t" 6'- 6',,_ "'?_ ..1',9_ '~"', "STRUCTURAL STEEL" UNITS ARE j D::SWZ~t; I INCtOENTAL TO lHE STRUCTURAL liS fu 15 ~ ~~ 0 I CONCRETE. ;=; L/4 l/' ." -: ::i;a:DIIlCl. -' SCUPPER, SEE DETAIL 4;V.06 ..: Z ,,,0 % FACE OF CURB q.' 1~.1/8".O'-10" Pl. OATE 12-21.04 g> WELDED ON OPPOgTE ORA.... MEL <'( ~ ~ ~ ~ <( SlOES or DRAIN TO 'i o' >q, 1" DEPRESSION 4" SERVE AS ANCHOR. CHKD 8B e! >q, >q, >q, >q, -'q, >q, L IN CONC. SLAB '.- r M'fl!:JV, 8B ~ I '<9~, '6': '0$ 'fl:.s- 'J- '~O- ., AROUND DRAIN 1/4" PL (wELOEO) OR S AREA FOR ~ :'~EWALK OVERLAY" ". O. ;g I . , 4.8 (OUTSIDE OIMS.) PROJECT NUMBER .. , ROlLED TUBE _/ 1/4- .~ r' -'so WAll 04043 ;g '0' ~ J ~ ~ 0;" '0" EDGE OF 0 I I DEPRESSION L 1 1/4.1 1/4.1/8 ~ <po ~<po ~<p' ~<p' ~<p' ". ". )N ~ '0" '0" .0'-4" WELDED TO 80TH SHEETTlTlE EOCE OF SLAB ~. ~v ~v ~. ~o ~v z SlOES OF CRAIN w/ (2) SlAB ~2 1/4". HOLES IN EACH OUTSTANDING LEG FOR REINFORCING NAlUNG TO FORMS. /~ I TOP OF S~,,~LEVATlON ~ ' 0 SCUP';~,?ETAIL ~ SCUPP~~ ,~ECTlON @ o , SHEET NUMBER ;."-..,/ V.06 &,. REV ~ " j Ja'-2" 4'-3" c BARRIER RAil NOTES. .. Jan- . I ~R 5 SPA. 0 7'-4 318M "" J6'-~- an '-'--=- ~ ,. UlN1MUM CLEAR DISTANCE FROM fACE OF ~ jr;:5~ - CONCRETE TO NEAR REINFORCING BAR IS t I ij2~ I sij' '3 SPA. 0 51- - 6'-~' sijf-- J SPA. 0 TO BE 2" UNLESS OTHEWlSE NOTED OR 1 ~. ~ 1'-4" ... 4'-0" . ,..... r@ SHOWN. I ~iF ,r6h' II I <= 2' . 2. ALL RAIL CONCRETE IS TO BE ClASS 0 ~ .. _u ... . i; 1I1III1 1II1 ,1111111111111 I1I1 I II A/I! I .11111111111111 I11111111111111 :.. ~j 6h4 (FIELD 3. ALL OPEN RA.ll REINFORCING STEEL ]~ [ , I BEND) QUANTITY IS SHOWN ON SHEET V.OB. - , - . II "-~ I ;. 4. All EXPOSED CORNERS OF 90' OR . I1r I I I i I rlnh' I I I I I Ilh I III , 1111. I III I tWi I SHARPER ARE TO BE FIllETED WITH WITH . 1 III I I I 1111111 i I I I lUll I ,II i I I I . I III I II T ~ I i ! - 3/4' ORESSEO AND BEVElEO STRIP. ~~ . ,- . J . I J:~ ~,~~ III II 1.:1 5. ALL REINfOfORCING SHAll BE GRADE 60 I EPOXY COA TEO. 1 9 EO. SPACES '~ '1 Ea. SPACES '-O~'-O 11 EO. SPACES 11 EC. SPACES '~ 11 EO. SPACES '~ ~. - , . ! I I I 7'--i- I 6' -Gij" :"-~" 4 SPA. 0 . "->:\": 6' -Gij- 7'--i- 7'--i" "-0" - 4'-0" I , I I I , <os f 9.1 I I I I I I ~ ! 3" h", 41'-6" i-- <:Jw ! -I ~ ABUTMENT ~ I ~ ABUTMENT lYPlCAL ,~~IER RAIL ~ i I 4'-3- 7'-0. ," 4'-3" S'-10. ,- 1'-1" , r- 5'-S" I. I ...:t ~ .- 7'-6" .' I - 9 SPA. 0 .---- 5j4 0 ~ -3"SPA. 0 51" . "-~" 3 SPA. 0 '3 SPA. 0 51" . 6'-~" ~ cb - 0'" "to ... 1.-..... ... 4'-0. ;:r: ("l"" '-,t..: - 4-0 6'4 W "' W c::..:;;: ---1>-' w "' t " ~-- .. ~ F? , N .......r-.zo, ~ . ~ :.. 6h5 ., _.J ~- , N "' N >-\... .' t; LL r-<( '" . ."" . g ~ ~ 0-' ~ I ~ I ~- 1":> ~ ~ .--.- . r~ N .... - .~r f-U;> w '" ::;: . 8 EO. SPA. U;6 :f END BARRIE,~" ~IL SECTION @ WI n." -4 SPA. 0 ... SPA. 0 ora "'" "-0" - 4'-0. 4'-'. "-0" -= 4'-0. 5'-11" W Wa:N ... (.oj. Cl Clo..!e. ~ s.w. s.;~~I;R RAIL Q;) S,E. BA~~~,~R RAIL ~ Cl 4:001{) ~ - zt-T""" '" gj~~~t? 0 0 ~ ;i tu4:Cl:::E~ ~ ;; .: JOINT SEALER Wf-tu~a: . I: ON TOP & SIDE ~ "-3" -- a:ZwOlD s ~~~g:,", !I. 7a' m . 5" NEWEL POST CAP B~~~tJ .... - 1 ~ N HSS 3x3x3/16 Cl :S W Z ~~ BOND " (NOTCH NEWEL POST) ~ ~ BREAKING 158:; 15 ~ ~g .,; COATING 0 - 3/." SQ. BARS :::Ea:CllDO".. i 3/" CHANNEL CONN., SEE - .... I <( '- ~.. DETAIL 4/V.1O Z BASE PL &: SHIU OA1E '2~21-{)4 % . C3x5 PL., SEE OETAlLS BARRIER ~~: ~;>INT DETAIL ~ 'i INLAY 'i POST ORA"" t.1El. '" '" 1 /V.09 & 6/V,' 0 'i POST CHKO rn c . l'-O~: 2" EQUAl EQUAL ~ '" z[ ,. APflOV. BB I ,~. Cll<. \', I I ;., 9 . , PROJECT NUMBER (TYP) " 10" g. " 1 3;3 '- . 0 I .., 04043 ... " 'i" ~- ~- 'i- ;~; )1<:?:;0-f:~j :.. ~7:~c7_-... I ~'/1U/'lfitt 9 6hl. 6h2. OR 6h3 '- "W'0~/ji~ HATCHED AREA ;g.. (3) 9/16". ,>~;{z.::.~ INDICATES AREA . , /." }.<'0 ~ . HOLES ,~~? OF BONO SHEETllTtE . ,. ',' '/')'0.' J02j~,~<v'. BREAKING COATING N 3j2 - '/2" PUlE ,f,;f: j>>i:'P,.-~;- CONC. BARRIER 0~jff2 :., RAIL & STEEL ...,//.. ;0.;/;";r- ~----- HANDRAIL 7jl 3/4" BEVELED BARRIER RAIL INLAYS BARRIER RAIL BARRIER ~~,~ SECTION ~ POST,,~~~noN @ BASE P;,:~~ DETAIL @ JOI~,~;~TION @ BARRI~~:~Y~ESIGN @ SHEET NUMBER V.09 &. ;....1'4' REV , H 1 , <Ii" ~. ; " 6" ,It" 00 i . ~~ 7'-ol" 7'-'i" II r- 5 SPA. 0 7'-5 5/8" . 37'-<d" QUANTITIES ~ I::: $ e' {~- 11 ! .i ~ H ~ ' if ITEM AMOUNT ~ I u ~ .. III CONCRETE END ! ~~! " III STEEL SIDEWALK RAILING 85.00 LF. ". POST. SEE SHEET I: v.os STEEL BARRIER RAILING 86.64 Lr. r~ I . ~; . ~i " c , i' .. 'j !, r i EAST ELI~;'~~ON VIEW Q;1 I I NOTES: . , 1. MATERIAl FOR THE TUBE RAILS AND POSTS . i 'l 'l SHAlL MEET ASTM A-SOO. GRACE B. BASE I I' (2) PANELS 0 7'-4 3/4" - END PANELS " PLATES. BARS AND CHANNEL SHAll UEET ASTt.t 4 (5) PANELS 0 7'-5 5/8" - MAIN PANELS A-36. J 5" NEWEL 'l POST CAP INTERMEDIATE RAIL TOP RAIL 2. ENDS OF RAIL SEcnONS ARE TO BE SAWED OR d= BAR 1/2"x2"-, ~HSS 3x3x3/16 $ "'ILLED. All CUT ENDS ARE TO BE TRUE. . , SMOOTH AND FREE OF BURRS OR RAGGED i 1:- .:/ c.~ ~ EOGES. 0 = I c..n . 2"l 3. All RAILING SHAll BE HOT DIPPED GALvAWi-rej z , I - NOTCH TUBE PER 4100 OR SHOP PAINTED IN ACCORDANC.E::::; ",. 1\ ! 3/16 POST FOR RAILS wITH SUPPLEUENTAl SPECIFICATION 55-01025. ) ::;0 , I-- COLOR SUBMITTALS SHAll BE REVIEWED BYl -'-. N r- I _I OWNER FOR FlNAL SELECTION. COLOR RANG~ n iv n-1 --. . ANTICIPATED IS 'fOLIAGE GREEN'. =? r- j - - Ti "'" 1\ 4. THE STUD CONCRETE ANCHORS SHAll BE - S-J -? ~" '-..Ji '" STAINLESS STEEL AND HAVE A MINIMUM PUc.O 7" ? OUT STRENGTH OF 2000 POUNDS BASED O~ ~ 0000 PSI CONCRETE. J> c- .1;; -J M l3 . 5. HANDUNG, STORAGE AND INSTAlLATION OF STEEL HSS 5X5X3/1~~ . ~ . w 0 .. , r- HS5 5xS POST SIDEwAlK HANDRAIL SHAll BE IN ACCORDANCE <l~ POST ,~<. I " WITH SECTION 2416.03 OF THE STANDARD " r'>;o)~ , SPECIFICATIONS. . ;., ..J All RAlUNG POSTS TO BE VERTiCAl AND TOP ~~ I W WAlKWAY 6. :!i . RAIL TO BE PARALLEL TO GRADE. UQ3 ::E SIDE , ALL DIMENSIONS ARE HORIZONTAl UNLESS W, lL ". '- 7. ..., , ...' TYP" o3/16v NOTED OTHERWISE. 0$ on I 13/16". HOLES FOR W Wa:C\J Oi~ ;.. 3\'" SO. BAR B. FOR DETAILS OF CONCRETE END POST, SEE (!) (!)Cl.!B. '2 1/." BENT PLATE.--.. 9/16w HOlES FOR o <COOOJ') - SHEET V.OS OF THESE PlANS. on SEE DETAIL ./510 ~ . . , '/2" SO. BARS - Z..--r- 0 GROUT SPACE BETWEEN BASE PLATE AND gj~~15l? ~ " .. - - " - -- .. - -. - ,~ -" - ~. , 3/16 9. ITI ~ 3/0" SO. BAR \ ~ I CONCRETE DECK WITH AN APPROVED EPOXY OR tu<CO:::<~ 1/4V "- 03/16 LATEX MO[MFIEO UORTAR AFTER TEMPORARY l:I!~~~gj SHIMMING, - BASE PLAT~, SEE J] ~ - (6) 3/'" SO BARS 2" 202" 2"' '- (3) '/2" SQ. BAR L BOTTOM RAIL , V '3 10. NEWEL POST CAP SHAll BE NUMBER 5147 BY tn~a:a:'lj, g, :.::: I C3,5 II ~ R&B WAGNER, NUMBER MI-145S BY HOVER ~~~~t5 .. DETAIL 5/V.10 o 5 3/4" SPACING DRill 3/8" WEEP TYPICAl H~~_~IL SECTION ~ rENCE COMPANY, 5x5 SQUARE POST END CAP ..J ~ 1/2", EXPo ANCHORS SYUMETRIC ABOUT rt. HOLE (TYP.) BY McNICHOLS. OR EQUAL 0:5 W z ~ti '" w/ 6" EMBED. Lti fb e5 ~ ~~ ci - TYPICAL H~~';AIL PANEL @ ~ ::2:a:OOOCl... <( z % CATE 12.21-(14 ORAWN MEL '" CHKIl CA c ,~. ~ 8" 'l" '0. 'l" A1'flfN. 8B 9 . PROJECT NUMBER '" (!; P, 0" ,t: -~ 04043 ~ 'I' -;!" ~ (!;.... H$$ 5x5 POST N I ---. !5 1/2" PLATE (3) 9/'6" NOTCHES , SHEET TITlE I N STEEL (3) 9/'6" HOLES n 9/16- lONG NOTE: SIDEWALK SLOTTED HOLES l" PROVIDE (2) 1/16- $.S. SHIMS HANDRAIL PL 1/4.2)10'-7- . PER POST. USE AS REQUIRED '''--.. ~-.'-'".4~"-"'='..~' "". CHANNEL CON~~~;:TION TO POST @ BASE PLATE @ SHI~...~7!AIL EJs) SHEET NUMBCR 11/r_l'.(J' V.10 &. REV Printer9s Fee $~ OFFICIAL PUBLICATION Certificate of Insurance within 30 days of NOTICE TO BIDDERS the date of the appfOvalfor awarding the contract, as herein provided, will be just CERTIFICATE OF PUBUCATION STATE OF IOWA . Sealed bids wilr be and sufficient cause for the denial of the received, on Aprif 19, 2005 by the Iowa award and the forleiture of the proposal STATE OF IOWA, Department of Transportation at the guaran1ee. "- Office of Contracts in Ames, Iowa until 1 0 The lowa Department of Transportation JOHNSON COUNlY, SS: o'clock A.M., C.T., for various items of (or other approved contracting authority) construction and/or maintenance work. hereby notifies aU bidders thai it will aftir. THE IOWA CIlY PRESS-CITIZEN Plans, specifications and proposal forms matJvely ensure that in any contract for the work may be seen and secured at entered into pursuant to this advertise- FED. ID #42-0330670 the Office of Contracts, Iowa Department ment, disadvantaged business enterpris. of Transportation, 800 Lincoln Way, es will be afforded fun opportunity to sub- Ames, Iowa until noon on the day previA mit bids in response to this Invitation and ous to the letting. will not be discriminated against on the I, Mailed bids are to be sent to the Iowa grounds of race, color, or national origin Department of Transportation, Office of in consideration for an award. Linda Krotz, being duly sworn, say Contracts, 800 Lincoln Way, Ames, Iowa On Federal Aid projects, where dlsad. 50010. Staff will be available at the Office vantaged business enterprise goals ha\le that I am the legal clerk of the IOWA of Contracts the day previous to the let. been established, the bidder is required ting and the day of the letting for lhe drop- to complete and submit form 102115 with CllY PRESS-CITIZEN, a newspaper ping off of bids during regular business the bid documents. On all projects witil- I hours 7:30 a.m. to 4:30 p.m. out goals, the contractor must show that published in said county, and that a The Iowa Department of Transportation affirmative. actions have been f'Dade to (DOT) uses the Bid Express _ website seek out and consider disadvantaged notice, a printed copy of which is (WWW.bidx.com) as an official depository business enterprises as potential sub. I tor electronic bidsubrnittal. The Iowa DOT contractors, hereto attached, was published in will ensure that this electronic bid depos- Some of the projects. may be listed in said paper J time(s), on the itory is available for a two-hour period multiple proposals (as an individual proj- prior to the deadline for submission of ect or as part of a combined package of bids. In the case of disruption of nalional projects). The Contracting Authority wHl following date(s): communications or loss of services by determine which combination of propos. ~....b.k:!x..C2ID during this two-hour peri- als produce the lowest bid ior these proj- N\o. Y'ck ')... ~ ~O()!5 ad, the Iowa DOT will delay tile deadline ects. for bid submissions to ensure the ability The listing of projects, and details of the ~ / of potential bidders to submit bids. project, for which bids are to be taken will Instructions will be communicated to be available to potential bidders and sup. potential bidders. pliers three (3) weeks prior to the letting Opening and reading of the bIds will be dates at the following locations: '-;;&~ performed at the Iowa Department of . Posted on the Internet at Transportation, Ames, Iowa after 10:30 """",~il!lw;o_ A.M. on the same ,date such bids are . Available in the Iowa Department of Legal Clerk scheduled to be received, unless other- Transportation's "INeekly Letting Repor( wise specified by the Iowa Department of . Available by calling the Office of Subscribed and sworn to before me Transportation Contracts of the Iowa Department of All proposals mtJst be fired.on the forms Transportation at 515.239-1414. this,;L3-"~day of ,fY\kHJ'--. . furnished by the Iowa Oepartment 01 Minimum wage rates for all Federal Aid Transportation, .Contracts Office, sealed projects have been predetermined by the 0i,~- and plainly marked. Proposals "contain. Secretary of Labor and are set forth in the ing any reservations not provided for in specifications. However. this does not the forms furnished will be rejected. The apply to projects off the Federal.Aid Iowa Department of Transportation System. reserves the right to wajve technicalities An Federal Aid projects are subject to the J~ lfnlJq ~ and to reject any or a.1l bids. Work Hours Act of 1962, P. L. 87~581 and A Proposal Guarantee not less than the Implemonting regulations. Notary Public amount as set forth in the proposal form By virtue of statutory authority, a prefer. shall be filed with each proposal. The ence will be given to products and provi. Proposal Guarantee shaH be in the form sions grown and coal produced within the of a certified check or credit union certi. State of Iowa, and also, a resident bidder tied share draft, cashier's chock, money shan be allowed a preference as against order or bank draft drawn on a solvent a non-resident bidder from a stat~'or for. i} ORLENE MAHER bank or credit union. Certified checks or eign country which gives or requires a credit union certified share drafts shaH preference to bidders from that state or . , CommiQIon Number 715848 bear an endorsement signed by a foreign country both on projects in which O.iIl. . My CommlS8lon expires responsible official of such bank or credit there are no Federal Funds involved. April 2, 2005 union as to the amount certified. . Cashier's checks, money orders or bank IOWA DEPARTMENT OF drafts shall be made payable either to the TRANSPORTATION Contracting Authority or to the bidder OFFiCE OF CONTRACTS and, where made payable to the bidder, TELEPHONE: 515-239.1414 shall contain an unqualified endorsement to the Contracting Authority signed by the Bid Order: 009 DBE Goal; 2.50 % bidder or the bidder's authorized agent Work Type: BRIDGE REPLACEMENT - A properly completed Contractor's Bid CCS Bond {Form No. 650001), or a properly Guarantee: $37,500.00. completed Contractor's Annual Bid Bond project(s): JOHNSON BROS. (Form No, 650043), both available from 3715(626)"8J-S2 the. Iowa Department of Transportation, MEADOW STREET BRIDGE Office of, Contracts, may be used in lieu of REPLACEMENT. CCS OVER THE S. that specified above. BRANCH OF RALSTON CREEK, SEC The contracting 'authority will iSsue an 13, T79N, R6W exemption certificate tor the purchase or use of building materials, supplies, .and 61n1 March 23, 2005 equipment lhat will be used in the per- formance of the construction contract, as provided by Iowa Code Sections 422.42(16), 422.42(17) and 422.47(5). Failure to execute a contract and file an acceptable Pertormance Bond and , , NOTICE TO BIDDERS STATE OF IOWA - Sealed bids will be received on April 19, 2005 by the Iowa Department of Transportation at the Office of Contracts in Ames, Iowa until 10 o'clock A.M., C.T., for various items of construction and/or maintenance work. Plans, specifications and proposal forms for the work may be seen and secured at the Office of Contracts, Iowa Department of Transportation, 800 Lincoln Way, Ames, Iowa until noon on the day previous to the letting. Mailed bids are to be sent to the Iowa Department of Transportation, Office of Contracts, 800 Lincoln Way, Ames, Iowa 50010. Staff will be available at the Office of Contracts the day previous to the letting and the day of the letting for the dropping off of bids during regular business hours 7:30 a.m. to 4:30 p.m. The Iowa Department of Transportation (DOT) uses the Bid Express website (www.bidx.coml as an official depository for electronic bid submittal. The Iowa DOT will ensure that this electronic bid depository is available for a two-hour period prior to the deadline for submission of bids. In the case of disruption of national communications or loss of services by www.bidx.com during this two-hour period, the Iowa DOT will delay the deadline for bid submissions to ensure the ability of potential bidders to submit bids. Instructions will be communicated to potential bidders. Opening and reading of the bids will be performed at the Iowa Department of Transportation, Ames, Iowa after 10:30 A.M. on the same date such bids are scheduled to be received, unless otherwise specified by the Iowa Department of Transportation All proposals must be filed on the forms furnished by the Iowa Department of Transportation, Contracts Office, 'sealed.and plainly marked. Proposals containing any reservations not provided for in the forms furnished will be rejected. The Iowa Department of Transportation reserves the right to waive technicalities and to reject any or all bids. A Proposal Guarantee not less than the amount as set forth in the proposal form shall be filed with each proposal. The Proposal Guarantee shall be in the form of a certified check or credit union certified share draft, cashier's check, money order or bank draft drawn on a solvent bank or credit union. Certified checks or credit union certified share drafts shall bear an endorsement signed by a responsible official of such bank or credit union as to the amount certified. Cashier's checks, money orders or bank drafts shall be made payable either to the Contracting Authority or to the bidder and, where made payable to the bidder, shall contain an unqualified endorsement to the Contracting Authority signed by the bidder or the bidder's authorized agent. A properly completed Contractor's Bid Bond (Form No. 650001), or a properly completed Contractor's Annual Bid Bond (Form No. 650043), both available from the Iowa Department of Transportation, Office of Contracts, may be used .in lieu of that specified above. The contracting authority will issue an exemption certificate for the purchase or use of building materials, supplies, and equipment that will be used in the performance of the construction contract, as provided by Iowa Code Sections 422.42(16),422.42(17) and 422.47(5). Failure to execute a contract and file an acceptable Performance Bond and Certificate of Insurance within 30 days of the date of the approval for awarding the contract, as herein provided, will be just and sufficient cause for the denial of the award and the forfeiture of the proposal guarantee. The Iowa Department of Transportation (or other approved contracting authority) hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. On Federal Aid projects, where disadvantaged business enterprise goals have been established, the bidder is required to complete and submit form 102115 with the bid documents. On all projects without goals, the contractor must show that affirmative actions have been made to seek out and consider disadvantaged business enterprises as potential sub-contractors. Some of the projects may be listed in multiple proposals (as an individual project or as part of a combined package of projects). The Contracting Authority will determine which combination of proposals produce the lowest bid for these projects. The listing of projects, and details of the project, for which bids are to be taken will be available to potential bidders and suppliers three (3) weeks prior to the letting dates at the following locations: . . Posted on the Internet at www.bidx.com/lowa . Available in the Iowa Department of Transportation's "Weekly Letting Report" . Available by calling the Office of Contracts of the Iowa Department of Transportation at 515-239- 1414. Minimum wage rates for all Federal Aid projects have been predetermined by the Secretary of Labor and are set forth in the specifications. However, this does not apply to projects off the Federal-Aid System. All Federal Aid projects are subject to the Work Hours Act of 1962, P. L 87-581 and Implementing regulations. By virtue of statutory authority, a preference will be given to products and provisions grown and coal produced within the State of Iowa, and also, 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 both on projects in which there are no Federal Funds involved. IOWA DEPARTMENT OF TRANSPORTATION OFFICE OF CONTRACTS TELEPI-\ONE: 515-239-1414 Bid Order: 009 OBE Goal: 2.50 % Work Type: BRIDGE REPLACEMENT - CCS Guar'lntee: $37,500.00 Project(s): ,JOHNSON - BROS-3715(626)--8J-52 MEADOW STREET BRIDGE REPLACEMENT - CCS OVER THE S. BRANCH OF RALSTON CREEK, SEC 13, T79N, R6W f(,oJ 4t {7 b . Prepared by: Denny Gannon, Assl. City Engineer, 410 E. Washington SI., Iowa City, IA 52240 (319)356-5142 RESOLUTION NO. 05-176 RESOLUTION AWARDING CONTRACT AND AUTHORIZING THE MAYOR TO SIGN AND THE CITY CLERK TO ATTEST A CONTRACT FOR CONSTRUCTION OF THE MEADOW STREET BRIDGE REPLACEMENT AND DOVER STREET DRAINAGE BASIN IMPROVEMENTS PROJECT [BROS- 3715(626)-8J-52]. WHEREAS, Iowa Bridge & Culvert, L.C. of Washington, Iowa has submitted the lowest responsible bid of $650,882.60 for 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 Iowa Bridge & Culvert, L.C., subject to the condition that awardee secure adequate peiiormance and payment 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 construction of the above-named project, subject to the condition that awardee secure adequate performance and payment bond and insurance certificates. Passed and approved this 3rd day of May ,20 05 &u/~ ~d Y R Approved by ATTEST:~'~..J K. k~..J ~~ '{-J Ys"-o C CITY ERK City Attorney's Office 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 pwenglresiBROS-3175(626)awrdcofl.doc --- FA96 (Form 6500191 CONTRACT 9.02 Letting Date: April 19, 2005 Contract 10: 52-3715-626 Bid Order No.: 009 County: JOHNSON Project Engineer: CITY OF IOWA CITY Cost Center; 849300 Object Code; 890 DBE Commitment $15,876.00 Contract Work Type: BRIDGE REPLACEMENT - CCS This agreement made and entered by and between the CITY OF IOWA CITY CONTRACTING AUTHORITY, AND IOWA BRIDGE & CULVERT, L.C. OF WASHINGTON, lA, (10081), CONTRACTOR It is agreed that the notice and instructions to bidders, the proposal filed by the Contractor, the specifications, I the plan. if any, for project(s) listed below, together with Contractor's performance bond, are made a part hereof and together with this instrument constitute the contract. This contract contains all of the terms and conditions agreed upon by the parties hereto. A true copy of said plan is now on file in the office of the Contracting Authority under date of 04/14/2005 . ------------------------------------------------------------------------------------- PROJECT: BROS-3715(626)--8J-52 COUNTY: JOHNSON WORK TYPE: BRIDGE REPLACEMENT - CCS ACCOUNTING ID: 23613 ROUTE: MEADOW STREET LENGTH (MILES): 0.21 I LOCATION: OVER THE S. BRANCH OF RALSTON CREEK, SEe 13, T79N, R6W I FEDERAL AID - PREDETERMINED WAGES ARE NOT IN EFFECT --------------------------------------------------------------------------------~J--- 0 .,-, (~.:> I ~~ ;~C:' - J-"':-:= - --, - -. I I - -.- ~.;I... N -:-< -. ill ,- ~ '-' 9~<: ".J w -;0- ..J> - The specifications consist of the Standard Sl>ecifications for Hi~hwav and Brid~e Construction. Series 2tl01 of the Iowa Department of Transoortation plus the following Supplemental Specifications, Special Provisions, and addendums: DBE--2005, DBE-050419, FHWA-1273.02, GS-01008, 5P-016126, 5P-016127, 5P-016128, SS-01014, 55-01025, 55-01028, ADDENDUM5: 19APR009.A01, 19APR009.A02 Contractor, for and in considerations of $950,882.60 payable as set forth in the specifications constituting a part of this contract,. agrees to construct various items of work and/or provide various materials or supplies in accordance with the plans and specifications therefore, and in the locations designated in the Notice to Bi.dders. Contractor certifies ~ signature on this contract, under pain of penalties for false certification. that the Contrac- tor has complied wi Iowa Code Section 452A.17(S) as amended, if applicable, and Iowa Code Section 91C.5 (Public Registration Number), if applicable. In consideration of the foregoing, Contracting authority hereby agrees to pay the Contractor promptly and accor- ding to the requirements of the specifications the amounts set forth, subject to the conditions as set forth in the specifications. It is further understood and agreed. that the above work shall also be commenced or completed in accordance with Page IB of this Contract and assigned Proposal Notes. Time is of the essence for this contract. To accomplish the purpose herein l!'ressed, c~racting aUthori~and Contractor have signed this and one other identical instrument as of the 10 day of lAY / 'LOO BycC.<~/~~n~~ ~ By ~ ~~CIOP vry j QW{A ~M.~ ~ rlA'~l L. c-. ---- FB96 (Form 650019l Page: 16 11-99 . Letting Date: April 19, 2005 Contract ID: 52-3715-626 Bid Order No. : 009 It is further understood and agreed that the above work shall be commenced or completed in accordance with the following schedule: SITE NUMBER CONTRACT PERIOD WORKING LIQUiDATED I DAYS DAMAGES CONTRACT LATE START DATE 05/31/2005 75 $450.00 CONTRACT NOTES ------------------------------------------------------------------------------------- ... WORK RESTRICTION ... SIDEWALK ACCESS MUST BE MAINTAINED UNTIL JUNE 13, 2005. / \ CONTRACT SCHEDULE OF PRICES Page: 2 ******************************************************************************** Vendor No.: 10081 Bid Order No. : 009 Contract ID No.: 52-3715-626 Letting Date: April 19, 2005 Primary Work Type: BRIDGE REPLACEMENT - CCS 10: 00 A.M. Primary County: JOHNSON -------------------------------------------------------------------------------- I 1 Item ( Unit Price I Bid Amount Line I Item Number ( Quantity (----------------1-------------- No 1 Item Description 1 and Uni t 1 Dollars 1 Cts I Dollars (Cts -------------------------------------------------------------------------------- SECTION 0001 ITEMS FOR A 41' -6 X 25' -0 CONTINUOUS CONCRETE SLAB BRIDGE WITH TWO 8'-0 SIDEWALKS -------------------------------------------------------------------------------- 12101-0850001 CLEARING I I I 0010 lAND GRUBBING 1 0.2801 15,000.000001 4,200.00 I (ACRE ( ( -------------------------------------------------------------------------------- 12102-2710070 EXCAVATION, I ( ( 0020 I CLASS 10, ROADWAY AND I 439.0001 18.000001 7,902.00 1 BORROW (CY ( ( -------------------------------------------------------------------------------- 12104-2710020 EXCAVATION, 1 I I 0030 ICLASS 10, CHANNEL ( 385.000( 8.000001 3,080.00 1 (CY 1 I -------------------------------------------------------------------------------- 12105-8425005 TOPSOIL, I I I 0040 IFURNISH AND SPREAD 1 200.0001 25.000001 5,000.00 ( (CY ( I -------------------------------------------------------------------------------- 12109-8225100 SPECIAL I I 1 0050 ICOMPACTION OF SUBGRADE I 3.0901 350.000001 1,081.50 I ISTA 1 I -------------------------------------------------------------------------------- 12111-8174100 GRANULAR I I I 0060 ISUBBASE 1 2,110.0001 5.750001 12,132.50 1 ISY I I -------------------------------------------------------------------------------- 12213-7100400 RELOCATION I 1 I 0070 10F MAIL BOXES ( 2.0001 80.000001 160.00 ( lEACH 1 I -------------------------------------------------------------------------------- 12214-5145150 PAVEMENT I ( I 0080 ISCARIFICATION I 91. 000 1 12.000001 1,092.00 1 IBY I 1 -------------------------------------------------------------------------------- 12301-0685100 BRIDGE I 1 I 0090 /APPROACH SECTION I 111.0001 87.000001 9,657.00 I (SY I I. -------------------------------------------------------------------------------- 12301-1033070 STANDARD OR I ( I 0100 (SLIP FORM PORTLAND I 1,104.0001 29.450001 32,512.80 1 CEMENT CONCRETE PAVEMENT, 1 SY , I I ICLASS C, CLASS 3 I I ( I DURlIBILITY, 7 IN. I ( I -------------------------------------------------------------------------------- CONTRACT SCHEDULE OF PRICES Page: 3 ******************************************************************************** Vendor No.: 10081 Bid Order No. : 009 Contract ID No.: 52-3715-626 Letti.ng Date: April 19, 2005 Primary Work Type: BRIDGE REPLACEMENT - CCS 10:00 A.M. Primary County: JOHNSON -------------------------------------------------------------------------------- 1 1 Item 1 Unit Price 1 Bid Amount Line 1 Item Number I Quantity 1----------------1-------------- No I Item Description I and Uni t 1 Dollars I Cts 1 Dollars ICts -------------------------------------------------------------------------------- 12301-1083070 STANDARD OR 1 1 I 0110 ISLIP FORM PORTLAND 1 125.0001 34.750001 4,343.75 I CEMENT CONCRETE PAVEMENT, 1 SY I 1 ICLASS M, CLASS 3 1 1 1 I DURABILITY , 7 IN. I I 1 -------------------------------------------------------------------------------- 12303-0013500 HOT MIX I 1 1 0120 IASPHALT MIXTURE (100,000 1 10.0001 125.000001 1,250.00 I ESAL) , BASE, I TON 1 1 I INTERMEDIATE, OR SURFACE I I 1 I COURSE, 1/2 IN. MIX, NO I I I 1 SPCL FRIC REQ 1 1 1 -------------------------------------------------------------------------------- 12303-0245828 ASPHALT 1 I 1 0130 I BINDER, PG 58-28 . 1 0.6001 250.000001 150.00 I 1 TON 1 I -------------------------------------------------------------------------------- 12303-3400000 ADJUSTMENT 1 I I 0140 10F FIXTURES I 1. 000 I 650.000001 650.00 I lEACH I I -------------------------------------------------------------------------------- 12312-8260051 GRANULAR I I I 0150 ISURFACING ON ROAD, CLASS I 200.0001 17.500001 3,500.00 IA CRUSHED STONE I TON I I -------------------------------------------------------------------------------- 12401-6745625 REMOVAL OF I I I 01.60 IEXISTING BRIDGE I LUMP I LUMP I 20,000.00 I I I I -------------------------------------------------------------------------------- 12401-6750001 REMOVALS, I I I 0170 I AS PER PLAN 1 LUMP I LUMP 1 500.00 I I I I -------------------------------------------------------------------------------- 12402-0425030 GRANULAR I I I 0180 IBACKFILL BRIDGE I 170.0001 19.000001 3,230.00 I ICY I I -------------------------------------------------------------------------------- , 12402-0425030 G~ I I I 0190 IBACKFILL UTILITY PIPES I 387.0001 42.000001 16,254.00 1 ICY I 1 -------------------------------------------------------------------------------- 12402-2720000 EXCAVATION, I 1 I 0200 1 CLASS 20 I 302.0001 30.00000J 9,060.00 I ICY 1 I -------------------------------------------------------------------------------- CONTRACT SCHEDULE OF PRICES Page: 4 *******.*.********************************************************************** Vendor No. : I0081 Bid Order No. : 009 Contract ID No.: 52-3715-626 Letting Date: April 19, 2005 Primary Work Type: BRIDGE REPLACEMENT - CCS 10: 00 A.M. Primary County: JOHNSON -------------------------------------------------------------------------------- 1 I Item I Unit Price I Bid Amount Line I Item Number 1 Quantity 1----------------1-------------- No I Item Description 1 and Uni t 1 Dollars I Cts 1 Dollars ICts -------------------------------------------------------------------------------- 12403-0100010 STRUCTURAL I I I 0210 1 CONCRETE (BRIDGE) I 250.4001 400.000001 100,160.00 1 ICY I 1 -------------------------------------------------------------------------------- 12404-7775000 REINFORCING 1 1 1 0220 ISTEEL 1 8,149.0001 0.700001 5,704.30 1 ILB I 1 -------------------------------------------------------------------------------- 12404-7775005 REINFORCING I I I 0230 I STEEL, EPOXY COATED 1 31,245.0001 0.800001 24,996.00 1 ILB 1 1 -------------------------------------------------------------------------------- 12414-6424120 CONCRETE I I I 0240 IOPEN RAILING I 109.2001 60.000001 6,552.00 I ILF I I -------------------------------------------------------------------------------- 12414-6460000 ORNAMENTAL I 1 1 0250 IMETAL RAILING BRIDGE I 105.0001 150.000001 15,750.00 1 RAILING ILF 1 1 -------------------------------------------------------------------------------- 12414-6460000 ORNAMENTAL 1 1 1 0260 IMETAL RAILING AT 1 87.0001 110.000001 9,570.00 ICONCRETE OPEN RAILING ILF 1 1 -------------------------------------------------------------------------------- 12414-6460000 ORNAMENTAL I I 1 0270 IMETAL RAILING AT I 105.0001 140.000001 14,700.00 1 SEGMENTAL WALLS ILF 1 1 -------------------------------------------------------------------------------- 12501-5425042 PILES, 1 1 I 0280 IDRIVE STEEL BEARING, HP 1 530.0001 1.000001 530.00 110 X 42 ILF 1 1 -------------------------------------------------------------------------------- 12501-5550042 PILES, 1 1 1 0290 IFORNISH STEEL BEARING, 1 530.0001 20.000001 10,600.00 IHP 10 X 42 ILF 1 I -------------------------------------------------------------------------------- 12502-8212014 SUBDRAIN, I I I 0300 I LONGITUDINAL, 4 IN. DIA. I 530.0001 6.000001 3,180.00 1 ILF 1 I -------------------------------------------------------------------------------- 12502-8220193 SUBDRAIN I I I 0310 IOUTLET (RF-19C) 1 8.0001 75.000001 600.00 1 lEACH 1 I -------------------------------------------------------------------------------- . CONTRACT SCHEDULE OF PRICES Page: 5 ******************************************************************************** Vendor No. : 10081 Bid Order No. : 009 Contract 10 No.: 52-3715-626 Letting Date: April 19, 2005 Primary Work Type: BRIDGE REPLACEMENT - CCS 10:00 A.M. Primary County: JOHNSON -------------------------------------------------------------------------------- I I Item I Uni.t Price 1 Bid Amount Line I Item Number I Quantity 1----------------1-------------- No I Item Description I and Unit I Dollars I Cts I Dollars ICts -------------------------------------------------------------------------------- 12503-4388015 INTAKE, I I I 0320 I SPECIAL, AREA, AS PER I 1.0001 600.000001 600.00 I PLAN lEACH I I -------------------------------------------------------------------------------- 12503-4470410 INTAKE, I I I 0330 IRA-41 I 1. 000 1 .2,950.00000 I 2,950.00 I lEACH I I -------------------------------------------------------------------------------- 12503-4470430 INTAKE, I 1 I 0340 lRA-43 I 9.0001 3,000.000001 27,000.00 I lEACH I I -------------------------------------------------------------------------------- 12503-4470630 INTAKE, I I I 0350 IRA-63 I 1. 000 I 1,200.000001 1,200.00 I lEACH I I -------------------------------------------------------------------------------- 12503-4480500 STORM SEWER I I I 0360 IUTILITY ACCESS, RA-50 I 5.0001 1,700.000001 8,500.00 I lEACH I I -------------------------------------------------------------------------------- 12503-7181036 REMOVE I I I 0370 ISTORM SEWER PIPE LESS I 560.0001 6.000001 3,360.00 I THAN OR EQUAL TO 36 IN. ILF I I I I I I -------------------------------------------------------------------------------- 12503-7325015 SEWER PIPE, I I I 0380 120000 STORM, 15 IN. DIA. I 73.0001 44.000001 3,212.00 I ILF I 1 -------------------------------------------------------------------------------- 12503-7325018 SEWER PIPE, I I I 0390 12000D STORM, 18 IN. DIA. I 81. 000 I 47.000001 3,807.00 I ILF I I -------------------------------------------------------------------------------- 12503-7325030 SEWER PIPE, I I I 0400 120000 STORM, 30 IN. DIA. I 318.0001 68.000001 21,624.00 I ILF I I -------------------------------------------------------------------------------- 12503-7325036 SEWER PIPE, I I I 0410 120000 STORM, 36 IN. DIA. I 29.0001 99.000001 2,871.00 I ILF I I -------------------------------------------------------------------------------- 12503-7382006 SEWER PIPE, I I 1 0420 IPLASTIC STORM, 6 IN. DIA.I 18.0001 12.000001 216.00 I ILF I 1 -------------------------------------------------------------------------------- ,- I ' . I CONTRACT SCHEDULE OF PRICES Page: 6 ******************************************************************************** vendor No. : :ro081 Bid Order No. : ,009 Contract ID No.: 52-3715-626 Letting Date: April 19, 2005 Primary Work Type: BRIDGE REPLACEMENT - CCS 10: 00 A.M. Primary County: JOHNSON -------------------------------------------------------------------------------- , 1 Item 1 Unit Price I Bid lImount Line I Item Number I Quanti ty 1----------------1-------------- No I Item Description , and Unit I Dollars I Cts I Dollars Icts -------------------------------------------------------------------------------- 12503-7382018 SEWER PIPE, I I I 0430 IPLASTIC STORM, 18 IN. I 214.0001 40.000001 8,560.00 IDIA. ILF I 1 -------------------------------------------------------------------------------- 12503-7382024 SEWER PIPE, I I I 0440 'PLASTIC STORM, 24 IN. I 142.0001 48.000001 6,816.00 IDIA. ILF I I -------------------------------------------------------------------------------- 12503-7382030 SEWER PIPE, I I I 0450 IPLASTIC STORM, 30 IN. I 187.0001 61.000001 11,407.00 IDIA. ILF I I -------------------------------------------------------------------------------- 12504-7055008 SEWER PIPE, I , I 0460 IDUCTlLE IRON SANITARY, 8 I 60.0001 130.000001 7,800.00 IIN. DIA. ILF I I -------------------------------------------------------------------------------- 12504-7080021 SEWER PIPE, I I I 0470 ICONCRETE SANITARY, 2000D,I 6.0001 800.000001 4,800.00 121 IN. ILF I I -------------------------------------------------------------------------------- 12504-8462510 SANITARY I I I 0480 ISEWER UTILITY ACCESS I 3.0001 2,385.000001 7,155.00 I (PBECAST) (RA-51) lEACH I 1 -------------------------------------------------------------------------------- 12504-8462520 SANITARY 1 I I 0490 ISEWER UTILITY ACCESS I 1. 000 1 4,800.000001 4,800.00 t (PllECAST) (RA-52) lEACH I I -------------------------------------------------------------------------------- 12506-4984000 FLONABLE I I I 0500 IMORTAR , 7.0001 90.000001 630.00 I ICY t I ------------------------------------------------------..------------------------- 12507-3250005 ENGINEERING I I I 0510 IFABRIC , 620.0001 2.000001 1,240.00 I ISY I I -------------------------------------------------------------------------------- 12507-8029000 EROSION I 1 1 0520 I STONE I 300.0001 26.000001 7,800.00 I I TON I 1 -------------------------------------------------------------------------------- 12510-6745850 REMOVAL OF 1 , , 0530 I PAVEMENT I 1,273.0001 7.500001 9,547.50 I ISY 1 I -------------------------------------------------------------------------------- . . CONTRACT SCHEDULE OF PRICES Page: 7 ******************************************************************************** Vendor No. : I0081 Bid Order No. : 009 Contract ID No.: 52-3715-626 . Letting Date: April 19, 2005 Primary Work Type: BRIDGE REPLACEMENT - CCS 10:00 A.M. Primary County: JOHNSON -------------------------------------------------------------------------------- I I Item 1 Unit Price I Bid Amount Line I Item Number I Quantity 1----------------1-------------- No I Item Description I and Unit I Dollars I Cts I Dollars ICts -------------------------------------------------------------------------------- /2510-6750600 REMOVAL OF / I I 0540 IINTAKES AND UTILITY I 9.0001 400.000001 3,600.00 I ACCESSES lEACH I I -------------------------------------------------------------------------------- 12511-6745900 REMOVAL OF I I I 0550 ISIDEWALK I 338.0001 7.000001 2,366.00 1 ISY 1 I -------------------------------------------------------------------------------- 12511-7526004 SIDEWALK, P.I I 1 0560 IC. CONCRETE, 4 IN. 1 359.0001 24.500001 8,795.50 I ISY I I -------------------------------------------------------------------------------- 12511-7526006 SIDEWALK, P.I I I 0570 IC. CONCRETE, 6 IN. I 21. 000 I 27.000001 567.00 I ISY I I -------------------------------------------------------------------------------- 12515-2475006 DRIVEWAY, P. I I I 0580 IC. CONCRETE, 6 IN. I 102.0001 27.000001 2,754.00 1 ISY I 1 -------------------------------------------------------------------------------- 12515-6745600 REMOVAL OF I I 1 0590 I PAVED DRIVEWAY I 102.0001 7.000001 714.00 1 ISY 1 I -------------------------------------------------------------------------------- I 12518-6910000 SAFETY I I I I 0600 ICLOSURE I 12.0001 100.000001 1,200.00 I lEACH I I I ---------------------------------.---------------------------------------------- 12519-3325000 FENCE, r I I 0610 lTEMPORARY (ORANGE MESH) I 0.7501 225.000001 168.75 I ISTA I I -------------------------------------------------------------------------------- 12519-3325000 FENCE, I I I 0620 ITEMPORARY (WOODEN) 1 0.8001 200.000001 160.00 I ISTA I I -------------------------------------------------------------------------------- 12519-6745175 REMOVAL OF I I I 0630 I CHAIN LINK FENCE, AS PER I 1.3001 100.000001 130.00 I PLAN ISTA I I -------------------------------------------------------------------------------- 12528-8445110 TRAFFIC I 1 1 0640 ICONTROL I LUMP I LUMP I 2,500.00 I I I I -------------------------------------------------------------------------------- . . CONTRACT SCHEDULE OF PRICES Page: 8 ******************************************************************************** Vendor No. : I0081 Bid Order No. : 009 Contract ID No.: 52-3715-626 Letting Date: April 19, 2005 Primary Work Type: BRIDGE REPLACEMENT - CCS 10:00 A.M. Primary County: JOHNSON -------------------------------------------------------------------------------- I I Item I Unit Price I Bid Amount Line I Item Number I Quantity 1----------------1-------------- No I Item Description I and Unit I Dollars I Cts I Dollars ICts -------------------------------------------------------------------------------- 12533-4980005 1 I I 0650 IMOBILIZATION I LUMP I LUMP I 55,000.00 I I I I -------------------------------------------------------------------------------- 12535-2000460 SEGMENTAL I I I 0660 IRETAINING WALL I 818.0001 21. 00000 1 17,178.00 I ISF I I -------------------------------------------------------------------------------- 12598-3380010 FIRE I I I 0670 IHYDRANT ASSEMBLIES I 1.0001 2,300.000001 2,300.00 I lEACH I I -------------------------------------------------------------------------------- 12598-3778006 GATE VALVE . I I I 0680 lAND VALVE BOX, 6 IN. I 2.0001 .650.00000 I 1,300.00 1 lEACH I I -------------------------------------------------------------------------------- 12598-8805606 WATER MAIN, I I I 0690 IDUCTlLE IRON, 6 IN. I 320.0001 55.000001 17,600.00 I ILF 1 1 -------------------------------------------------------------------------------- 12598-8810200 WATER MAIN I I 1 0700 IFITTINGS I 1,420.0001 6.000001 8,520.00 I ILB I I -------------------------------------------------------------------------------- 12599-9999005 ('EACH' I I I 0710 I ITEM) AIR RELEASE VALVE I 1.0001 650.000001 650.00 1 AND PIT lEACH 1 I -------------------------------------------------------------------------------- 12599-9999009 ('LINEAR I I I 0720 I FEET , ITEM) SElolER, I 44.0001 82.000001 3,608.00 I SANITARY, (WC TRUSS) 8 ILF I I IIN. DIA. I I I -------------------------------------------------------------------------------- 12599-9999009 ('LINEAR I I I 0730 I FEET' ITEM) SEWER, I 78.0001 140.000001 10,920.00 I SANITARY, (WC TRUSS) 10 ILF I I IIN. DIA. I I 1 -------------------------------------------------------------------------------- 12599-9999009 ('LINEAR I I I 0740 I FEET , ITEM) SLEEVES, I 280.0001 8.000001 2,240.00 ILONGlTUDlNAL IN BRIDGE ILF 1 1 I STRUCTURE, WC, 3 IN. I. I I I 10. I I I -------------------------------------------------------------------------------- . . CONTRACT SCHEDULE OF PRICES Page: 9 **********.********************************************************************* Vendor No. : I0081 Bid Order No. : 009 Contract ID No.: 52-3715-626 Letting Date: April 19, 2005 Primary Work Type: BRIDGE REPLACEMENT - CCS 10:00 A.M. Primary County: JOHNSON -------------------------------------------------------------------------------- I 1 Item 1 Unit Price 1 Bid Amount Line , Item Number , Quantity /----------------/-------------- No I Item Description I and Unit 1 Dollars I Cts 1 Dollars ICts -------------------------------------------------------------------------------- /2599-9999009 ('LINEAR , / I 0750 1 FEET , ITEM) WATER MAIN, I 62.0001 260.000001 16,120.00 ISTAINLESS STEEL, 6 IN. ILF I 1 -------------------------------------------------------------------------------- I 12601-2639010 SODDING I I I 0760 1 I 281.0001 44.000001 12,364.00 i / ISQ I I I -------------------------------------------------------------------------------- 12601-2643110 WATERING I I 1 I 0770 IFOR SOD, SPECIAL DITCH I 169.0001 10.000001 1,690.00 I CONTROL, OR SLOPE IMGAL 1 1 I 1 PROTECTION I 1 1 -------------------------------------------------------------------------------- 12602-0000020 SILT FENCE I 1 1 0780 I I 391.0001 4.000001 1,564.00 I ILF 1 I -------------------------------------------------------------------------------- 12602-0000110 BALES FOR I I 1 0790 IDITCH CHECKS 1 160.0001 18.000001 2,880.00 I lEACH 1 I -------------------------------------------------------------------------------- ITOTAL BID 1 650,882.60 - .. , . J PUBLIC CONTRACTOR'S BOND (Iowa) Bond No 91 BCSBG4949 Proposal ID No.: 52-3715-626 County: Johnson Know All Men by these Presents: That we,___192{aJJrid~_~_h\!ly"'tl._r."C"___ __ _________________ ___________________________ of____________ uW~~!!iI!g!i2!)>19,;y~________________c-------- {hereinaner called the Principal} and __JCUu1fo[dJEir~_luS\![qQC~_<;91DPJlqx_______________________________________________________of __!::1Ar:!fQ!:'LhQI!!.'.!'f!i"-\!L_______u___ (hereinafter called the surety) are held and firmly bound unto _____J~_(J!y_Q(lQ,;y~_Ci~lQyy_a_____________________________________________________________ (hereinaner called the Obligee) in the penal SUm of -.:=Sj~_!::1JlI1Q["'gJ.:i.lJy _Th_O_\!~'!I}~L~ig!.l!J.ll'P_<!.r_e_<!.F..ig!1.!y_:L\Y~_~E.9!J.9_Q.:._.:Dollars ($E.?_Q..,?_8}:ii_Q.:._:_) , lawful money of the United States, to ths payment of which aum. well arid truly to be msde, the PrIncipal herein firmty binds himself (themselves) their heirs, p.xeeutors, and administrators, and the auid Surety binds. themselves. their SUc.ceSBore, I1B6igns, executors and administrators, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, THAT wher""s the above bounden principal. did on the_tO_~__day Of---~o/----------~-------~1.QQ;;enter into a wrItten contract with _th~_(;iOL9J_lQyy_~~j!Y>19,;y~_________________________________________________________________ to__coll:llrnct J,lri<:!g~JS.!'PJl'f~S'!lj.=_CQ:!J_QQTJ~!:'li."_"_tJ.'!.'2..J3~Q~:~71J_(f>_~0.:._,?!~?l-____________ .Ml:a.doJl(.8Jr~l Q'l~!h~_Sc!lfJlJKh_Q(K'!I~!!!!.l_!;!~~ti.l!.!!!~_@X9fl~~y.!!.~\!Y,_C;;9.!'AlJ____________ _Q(JgJ.lm!QP~_~t'!.t~_ !!fJ9~~.p_'<!"_r!~p~s..aL ~'!l.2!.'2g!"-<!_~prt~!2J_~Q.Q?_____________________________ -------------------------~------------------------------------------------------------------ Copy of which contract, together with all of its terms, covenants, conditions, and stipulations ie incorp- orated herein and made a part hereof .s fully and completely as If said contract were reelted at length herein and Whereas, the grinciPAl nod sureties on this bond hereby DfiTe6 to pay to all persons, :firmsbGr corporo.tlOn!l ha.ving con- rad. dirc.c:tly wit the principal or with subcontractors Q just eJnims dUll tbem tor In r performed Or mll.teda1s furnished, in tho perlOrntBncc ot the eontrEld on a.ccount of whfch this bond fll given, when the same Dre not satisfied out of tne porllon of the c:ontrtlct price which t,lte public c02j,ra.tion Is required to retain untU completion of the ~Ubllc improvementj but the prlnelpol and aureties shan not he lin Ie to SAid penons~ firms or corporations unleas the cln ms of 5.o.IlJ clolmnnts tlplnst s.a.td portion of the c:ontrnet pric.e shall bb:ve been estnb Ished as proVided by law. Now If tho prlnc.lpnl shall in 011 respects ful!l11 his said contract oeeord~ to the terms and tenor thereof, and sholl sallsfy all claims ond demand!! inetI:rTed lor the lIame, and !!hall f1Il1;r lndem 'i and SDVe hormless tbe. Obligeo from nil I!Osts nnd rilLmnges which it. mny Buffer by renson of faUura to do &0 nnd .holl fully reimburue and t'llIla..,. the ObHgee. lilt out1nr' nDd expenses which it mar Incur in making good any such dd'atl.lt, then the obllgntlon Js to be Told and of no eIfec ; otherwise to remnln In fu) tarca ODd affect. . Every surety on tbls band shall be deemed o.nd held, any contract notwltbstandinS', to consent wlUlout notice: 1. To any extensJon o.f Ume to the. contractar in whlch to perionn the contruct. 2. To Dny chunge In the pluns{ speciftca.tlon.!l or conmet, when such chllngc dee!!! not involve nn increllSe of moro than twenty per cent (20'1g) at thO' totu contra!:t price, and sha.ll then be reletulcd only 118 to such excess increase. 3. That no provision of this bond Dr Df noy othl!r contrad sho.ll be vo.lid whieh Umll:s tD Jess than one ycnr from the Ume of the acceptance. of the work tbe right to sue on this bond for detects In workmanship or mnterttll not discovered nr Imown to the Obligee Ilt the time Buch work was accepted. IN WITNESS WHEREOF, we have hereunto set our hands snd seals thI8..__1Q_~____n_daY Of____~~_____________L~9_Q~. 19,;y~J2D_qg"'_~_!;_~~~r:!L~.~~------------------ ~ Princ:lpnL ,,------ - ~--"'-----~~---- ~~~ - - - ---------- yr5io~~-R:Yo~;;gm -- Att'-- -i~'- ,i~:~~:~- nscd I\. nt.S te of Iowa . - Direct Inquiries/Claims to: POWER OF ATTORNEY THE HARTFORD BOND. T-4 690 ASYLUM AVENUE HARTFORD, CONNECTICUT 06115 call: 888-266-3488 or lax: 860-757-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Code: 91-823035 CD Hartford Fire Insurance Company, a corporation duly organized under the laws of the State of Connecticut CD Hartford Casualty Insurance Company, a corporation duly organized under the laws afthe State ofIndiana CD Hartford Accident and Indemnity Company, a corporation duly organized under the laws of the State ofCOTUlecticut CJ Hartford Underwriters Insurance Company, a corporation duly organized under the laws of the State of Connecticut CJ Twin City Fire Insurance Company, a corporation duly organized under the laws of the State oflndiana CJ Hartford Insurance Company of Illinois, a corporation duly organized under the laws of the State ofJl1inois CJ Hartford Insurance Company of the Midwest, a corporation duly organized under the laws ofthe State ofIndiana CJ Hartford Insurance Company of the Southeast, a corporation duly organized under the laws of the State of Florida having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the "Companies") do hereby make, constitute and appoint, up to the amount of unlimited: Terry A. Schultz, Barry A. McGee, Dione R. Young, John W Ahrofd, II, John R. Fay, Karfene Kentner, Jennifer Stark, Mall Fay of Des Moines, fA their tnle and lawful Attomey(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by rgJ, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereat. and as authorized by a Resolution of the Board of Directors of the Companies on July 21, 2003 the Companies have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant SecretaI)'. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that Ihey are and will be bound by any mechanically applied signatures applied to this Power of Attorney. ~~_. ,-,ntf" ~~;""_..:~ ~ U,%' .~~..; ~,,~".Ie"'f';'';. ""i 1_87 ': ;'\'~I<",""").:' ~.J~~..,....~;~\Jt 1~O Ct. ~ () C'~ I tff./)A/I/'- Paul A. Bergenholtz, Assistant Secretary David T. Akers, Assistant Vice President STATE OF CONNECTICUT} ss. Hartford COUNlY OF HARTFORD On this 4th day of August. 2004. before me personally came David T. Akers. to me known. who being by me duly sworn, did depose and say: that he resides in the County of Hampden. Commonwealth of Massachusetts; that he is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. ~~pg Scott E. Pascka Notary Public CERTIFICATE My Commission Expires October 31, 2007 I, ti!e undersigned, Assistant Vice President of \he Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies. which is still in full force effective as of ,2005 Signed and sealed at the City of Hartford. . "".,., I~J&/fyL t l' l i, Gary W. Stumper, Assistant VJCe President POA 2004 --- ---- ACORD. CERTIFICATE OF LIABILITY INSURANCE CSR JT I DATE (MWDOIYYYY) \ IOWAB-1 04/20/05 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE AHROLO - FAY I< CO HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 317 6th Ave., Ste. 900 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Des Moines IA 50309 Phone: 515-309-6200 Fax:515-309-6225 INSURERS AFFORDING COVERAGE NAJC# INSURED INSURER A: llitlDlinouI Inlurance COIIIPanie. INSURER B: RSUI Indemnity Crnnnany Iowa Bridge & CUlvert, L.C INSURER c: 409 North Avenue B INSURER 0: . Washington IA 52353 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REqUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BYTHE POLICIES DESCRIBED HEREIN IS SUBJECT TO All THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POliCIES. AGGREGI\TE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. -. ~';!~ ~~ I XPIRAT~N 1 LTR NSR TYPE OF INSURANCE POLlCY NUMBER DATE MMIODlYvf- DATE MMlDDNY LIMITS _~NERAL LIABILITY I EACH OCCURRENCE $1,000,000 A X COMMERCIAL GENERAL LIABILITY CLP3200460 11/30/04 I 11/30/05 ~~~'IS'ES (Ea OCCUreflce) $100,000 I CLAIMS MADE [!] OCCUR MEO EXP (Anyone person) $ 5, 000 , I ~ B1kt Contractual PERSONAL & AOV INJURY $1,000,000 GENERAL AGGREGATE $ 2,000,000 -.- - ~'~ AGG~rilEUMIT APPlS PER: PROOUCTS-COM~OPAGG $2,000,000 ! POLICY X j~8i LOC ~OMOBILE LIABILITY COMBINED SINGL.E LIMIT $1,000,000 A !... ANY AUTO CAP3200459 11/30/04 J.l/30/05 (Eaaccidenl) r-- All OWNED AUTOS BODILY INJURY . $ SCHEDULED AUTOS (Per person) I -- .!... HIRED AUTOS BODII. Y INJURY $ , .!... NON-QWNED AUTOS (Per accident) I - .._~- PROPERTY DAMAGE $ (PeraCCidenl) GARAGE UABlUTY AUTO ONlY. EA ACCIDENT $ ==1 ANY AUTO OTHER THAN EAACC $ AUTO ONLY: AGG $ EXCESSJUMBRELLA UAB1UTY EACH OCCURRENCE $ 2,000,_000 B !J OCCUR 0 CLAIMS MADE NHN027997 11/30/04 11/30/05 AGGREGATE $ 2,000,000 $ ==1 ~EDUCTlBLE $ RETENTION $ $ WORKERS COMPENSATION AND X ITS''\W,~:i's I IUJ~' A EMPLOYERS' UABIUTY WC3200458 11/30/04 11/30/05 E.l. EACH ACCIDENT $ 500000 ANY PROPRIETORIPARTNERlEXECUTIV'E OFF1CERlMEMBER EXCLUDED? EL DISEASE. EA EMPLOYEE $ 500000 If~, describe under $ 500000 S ECIAl PROVISIONS below E.L. DISEASE - POLICY LIMIT OTHER A Auto I CAP3200459 11/30/04 11/30/05 Hired $0 Comp Phvs. Dmg $250 Coll DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS For: lOOT Bridge Replacement-CCS (Meadow Street) Project No. BROS-2715(626)--8J-52, Proposal 10 No. 52-3715-626, 4/19/05 Letting. The City of Iowa City, Iowa is an additional insured on the commercial general liability policy in connection with this project. CERTIFICATE HOLDER CANCELLATION IOWAC-4 SHOULD ANY OF THE ABOVE DeSCRIBED POLICIes BE CANCELLED BEFORE nlE EXPIRATION DA:TE THEREOF, 'tHE ISSUING INSURER WILL ENDEAVOR 'TO MAlL ~ DAYS WRITIEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO pO SO SHALL City of Iowa City IMPOSE NO OBLIGATION OR LIABILITY OF ANY KINO UPON THE INSURER, ITS AGENTS OR 410 E. Washington St. Iowa City IA 52240 ACORD 25 (2001108) @ACORO CORPORATION 1988 . IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2001108) -- I ~ 1 --= -~ ~~W~1lt ~.. ~=.~ ....,.... CITY OF IOWA CITY 4 I 0 East Washington Street Iowa City. Iowa ,2240-1&26 (319) 3>6-5000 ENGINEER'S REPORT (J 19) 356-,009 FAX www.icgov.org November 6, 2006 City Clerk City of Iowa City, Iowa Re: Meadow Street Bridge Replacement and Dover Street Drainage Basin Improvements Project [BROS-3715(626}--8J-52] Dear City Clerk: . I hereby certify that the construction of the Meadow Street Bridge Replacement and Dover Street Drainage Basin Improvements Project [BROS-3715(626}--8J-52] has been completed by Iowa Bridge & Culvert, L.C., of Washington, Iowa in substantial accordance with the plans and specifications prepared by Shoemaker & Haaland Professional Engineers of Coralville, Iowa. The final contract price is $651,008.70. I recommend that the above-referenced improvements be accepted by the City of Iowa City. Sincerely, --z..J.1 72 K..-t Ronald R. Knoche, P.E. City Engineer ...., 0 = = ~O "'" z c:> -, -< 11 0- 0::0 3: " '-J <'^ \.0 <. )> N 0'\ , P'D0 r::o Prepared by: Denny Gannon, Ass't. City Engineer, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5142 RESOLUTION NO. 06-342 RESOLUTION ACCEPTING THE WORK FOR MEADOW STREET BRIDGE REPLACEMENT AND DOVER STREET DRAINAGE BASIN IMPROVEMENTS PROJECT [BROS-3715(626)--8J-52] WHEREAS, the Engineering Division has recommended that the work for construction of the Meadow Street Bridge Replacement and Dover Street Drainage Basin Improvements project, as included in a contract between the City of Iowa City and Iowa Bridge & Culvert, L,C" of Washington, Iowa, dated May 1 0, 2005, be accepted; and WHEREAS, the Engineer's Report and the performance and payment bond have been filed in the City Clerk's office; and WHEREAS, the final contract price is $651,008.70. 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 14th d'yof ~mQQ (_). r--- ' MA Approved by ATTEST: C~CE~K.J k.~ ~~ III %"11c. Attorn Office It was moved by Vanderhcef and seconded by R.q;lpy the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: x Bailey x Champion x Correia x Elliott X -- O'Donnell x Vanderhoef x Wilburn pwenglres/meadow-dover -acptwrk.doc