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Home My WebLink AboutSTREET/CAMP CARDINAL RD/MELROSE AVE TO CITY LIMITS/2004 STREET/ CAMP CARDINAL ROAD/ MELROSE A VE TO CITY LIMITS/ A.K.A. PRELIMINARY CLEARING/ 2004 --.----------.--.-----. S+c<a-e.+ ) Cc.........p (lAY' eL, f\'^ I ~ oevl. ?~ I of 4- - M.e\ros~ A \)~ +0 L:-4y l; Yh; +~/ CG\.f"\p (1v-d:.na.\ RtPd S';+<L Pr~pa.~..t;OYI a.../l..a... Co.l'V'p c.C;:V"dJI'\I'.I -A-'l..I;>'"\;Y"l.A:ry (lka.r~\'"\5 o7wf 0). IV\Ai2 - oL\- R.t$ol.....+;o'tt 04-- s~ cv........J.+.o..... 2-1 h~ ma..; I.. 11ft ~. pu b I; c.",-.J.;<J r\. D-f- no+;c-e. 0+ ;n-l-ent- -h Q)rnm.'1.V'c.e.. pu.lc,lic. "f"hfrovE..me.'l.+s Fl"o~e.-C.J .f-.o C-\)I'lS~"""'ak s,e..9Y'r.-LI'\t. A. 0+ +k ~r G.rJ'l'IQ.J Roa.J t;.qj4.c-t ~ +v o.c31.<;('..4- :prof'~r7 +0, -+his S.esrvler1J e+ +~ f("DJ~L-I- + $€--H;V\~ dCt.-"I::e- 0+: pkbLe- ~~t<.v;"'g. o3-MA.e-O{ J\JO.l..;cL 0+ In-+-e...l +0 Q.L8t<.'I"'~ f'rop.€-'C..+y r~~h+S' ";0 V' S~'OIl1.-e....j- /I ",.I Cq"'F CQ.~d.;n~ Roc....d, 'f'Jc.e ko'E-€ AuL +19 C;7 L; "".;..is ( (VI. 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C?C(..Yh I':) Q'l...-diYjct! ~octd E.>v/--ens /-0'1 Pr'?;'.ecJ-./ es4b/;sl.;n<j c;!'">'JO<-<n+ 0+ b;J s-eC\.-LV";jY +0 qccDrnp't[ ec...ch b;J., d:V"ec..J-:'nJ C~y C'/~rK I.. fu..b I; sh odv€.""ks<,m-e.n+- or b:Js ~ ..f;):j nlj ../..;VY1 ~ "'-ne:{ pl=" fo r ('02 C-e.. ''f'+ 0-* b;ds. Ad -fo.... B,rls No.J..-;c{ 0+ f u..b (.. c.. fl.ecv-;n;r - -Proof af P<<-hl; ("ct../-; 011 ;'5-03- 05 R-e.soll.A..+;o., 05-/7f r~col'Y\""~l'jcl:"CJ the a....;;G;-cl of 0.. C.M-}.-t<c.t- ~ f/'e: C!...i+y of (0'0..1 <.J; !/-t.... +0.. C.Ons-l-"u..."-~'<"ll'" ()..f +1...... Ca"'f Cc.d,'na / Rocu:i f x + v.. oS ;O~ Pr'(j e..d. 4d 10 v' 73;ls - ~rJr:7{- o-F ?u. b /; cCL-I-,~ . - . -,,__,',.. _~_'____'___~._.M._ $.lr~t.f- / Camp Cavdil\a.} ~ P~e. 40+ --1: M~I....os~ Atlef1<t-8- +0 C;t Grn,'-J.s / Ca""f (b-d.~~l R~ S,h. ry"Q.Fv-(>..~/Dn Cl..f(.et.. Ca.-I" CktnA-1 ~ I:......I\Q.')' C?k<lr;"i <:0'001 /.8- .])Ee -v5 l\eso (......\-~on QS -~ 7g o..cr.epJ-;Y1ff -H..Q. tDori<, -k r' -/-hL Ck~ Ca~;rR.l I\~ s;-I.t. 7~pa.ra..-J.;811 R.oj-t-oJ-" ll. .i::a.. G::uY\f7 (!,....d:'1IL! ~ ~~ \'.yn~>'\tl.?, ~{€..o..r', h.9 -.-pC'oJ'~..d-. '"Pp,u- c:[J . Prepared by: Ron Gaines, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5145 RESOLUTION NO, 04-58 RESOLUTION AUTHORIZING MAILING AND PUBLICATION OF NOTICE OF INTENT TO COMMENCE PUBLIC IMPROVEMENT PROJECT TO CONSTRUCT SEGMENT A OF THE CAMP CARDINAL ROAD PROJECT AND TO ACQUIRE PROPERTY FOR THIS SEGMENT OF THE PROJECT; AND SETTING DATE OF PUBLIC HEARING. WHEREAS, under the provisions of Sections 6B.2A and 6B.2B of the Iowa Code, a governmental body which proposes to acquire property under power of eminent domain for a public improvement project is required to give notice of intent to commence the project to all property owners whose properties may be acquired in whole or in part for the project; and WHEREAS, the City Council of the City of Iowa City intends to commence a project to construct the Camp Cardinal Road Project, which includes the construction of Camp Cardinal Road from Melrose Ave, to city limits, which project is to be known as the Camp Cardinal Road Project; and WHEREAS, the City of Iowa City, for the purpose of this resolution, intends to acquire property only within Segment A, referenced in the Memorandum of Understanding between the City of Iowa City, City of Coralville, and Southgate Development, dated December 13, 2001; and WHEREAS, before the City of Iowa City can proceed with said project, the City Council must: a. Hold a public hearing, providing the opportunity for public input on the question of proceeding with the public improvement and on the acquisition or condemnation of property interests for the project; and b. Adopt a resolution declaring its intent to proceed with said project and authorizing the acquisition of property interests required for the project by negotiation or condemnation. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: 1, Documentation showing the proposed location of the Camp Cardinal Road Project shall be placed on file in the office of the City Clerk and made available for public viewing, 2. A public hearing on the City's intent to proceed with the Camp Cardinal Road Project and to acquire property rights therefore is to be held on the 6th day of April, 2004, at 7:00 p.m. in the Emma J. Harvat Hall, Civic Center, Iowa City, Iowa, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. 3. The Department of Public Works and City Clerk are hereby authorized and directed to cause notice of the City's intent to proceed with said project and authorize the acquisition of property for said project to be mailed and published as required by law with said Notice of Intent to be in substantially the attached form; said publication to be published 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. Resolution No. 04-58 Page 2 Passed and approved this 2nd day of March ,20M--. d/w- ~ --- AY R Approved by / ATTEST:I7~......J ~ ~AA) JIi~ ~ ~zr("'t CITY LERK City Attorney's Office It was moved by Champion 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 X Vanderhoef X Wilburn pwenglreslcalTll cardinal.doc 2/04 "./ -- $ S<6.Q5 OFFICIAL PUBLICATION Printer's Fee NOTICE OF INTENT. TO ACQUIRE PROPERTY RIGHTS CERTIFICATE OF PUBUCATlON WHICH MAY BE NEED.ED FOR In making the decision to fund the site- SEGMENT A OF THE CAMP CAFtDlNAL specific design for the public improve- STATE OF IOWA, ROAD PROJECT ' ment, to make the final selection of the TO:th Keith & Barbara Pirkl. 2794 route or site location, or to acquire orcori- JOHNSON COUNlY, SS: 340 Sl SW, Tlllln, IA 523.and demn property rights, if necessary. the D(>nald & PatriCia Pirkl, 2718 340 St. City Council is raqulrad to hold a public THE IOWA CITY PRESS-CITIZEN SW, TIffin, IA 52340 hNrlng, giving persons interested in the Chapter 66 of the Iowa Code requires a proposed project the opportunity to pres- FED. ID #42-0330670 governmental body which propOses to ent their views regarding the decision to acquire property rights under power of fund the site-spElClfIc designs for the proj~ eminent domain for a public improvement act, make the final seleclion of the. route project to give notice of the project to all or sitelOcatlon, or to acquire or condemn, I, agricultural property owners whose prop-, If necessary,property or arilntefeSt In erties may be affected and to hold a pub-' property for the project. !\W public hear- Linda Krotz, being duly sworn, lic hearing. Ing will be held on the 6 day of April, say 1. DESCRIPTION OF THE PROJECT. 2004 in the Emma 'J. Harvat Hall, City that I am the legal clerk of the IOWA NOTICE IS HEREBY GIVEN to the Hall, 410 East Washington Street, Iowli above-identified agricultural property City, Iowa, commencing at 7:00 p.m. or, CITY PRESS-CITIZEN, a newspaper owners that the City Council of the City of "cancelled, at the next meeting of the Iowa City will consider funding of the site- City Cl>uncll _ller as ....- by published in said county, and that a specific deslgh for Segment' A of the the City Clerk. In order to fund the site- Camp Cardinal Road Project, makin" the specific design for the public improve- notice, a printed copy of which is final selection of the route or site location, ment, to make the final selection of the or acquiring or condemning property route or $lte location, or to'commence the hereto attached, was published in rights, if necessary, required for the proj- acquisitiOn or condemnation of property l!tCt. Said project includes grading, paving, rights, if necessary, for the above- said paper J time(s), on the sidewalk, storm sewer, water main, and described project, City Council will be related' construction work to conStruct required to approve the project and following date(s): Segment A of Camp Cardinal Road from authorize acquisition of private property Melrose Avenue north to the City Umits. rights for the project by Council resolution. JJr\ '" V'( k 9/ ;l ()() ~ 2. PRIVATE PROPERTY RIGHTS MAY The City Council Is scheduled to consider BE ACQUIRED BY NEGOTIATION OR adoption of a resolution authorizing acqui- CONDEMNATION. sttion of property rights for the above- If the above-described project is approved described project following the ,public by the City Council, the City may need to hearing. acquire property rights for the project When an appraisal is requir/3d, if the proj- Y-.A~ improvements. Property rights may act Is approved by the City Council, an include a temporary construction ease- appraiser will. determine the compensa- ment, a permanent easement, and/or a lion to be paid for easements and/or prop- fee simple parcel (complete ownership). ertyacquired in fee fMmple.. The City will Legal Clerk Upon review of the records of the offer no less than the appraised value and Johnson County. Auditor, it appears that will attempt to purchase only the needed Subscribed and sworn to before me properties or portions of properties owned property by good faith negotiations. Iflhe by the above-identified persons may haVe City is unable to acquire properties need. this ~day of'1rt Ii u.1J lobe acquired.for the projactby IhemeJh- ad for the project by negotiation, the City ods described above. The City will will acquire those property rights by con. A.D. 2 0 '-f . attempt to purchase the required property, demnation. by good faith negotiations~ If negotiations 4. CONTACT PERSON 0)l10AJL-~~ are unsuccessful, the City will condemn If yoU have any questions conceming those property rights which it determines Segment A of the Camp Cardinal Road are necessary for the project. The pro- Project, please contact the following per- posed location of the above-described son: Ron Gaines, City of Iowa City, 410 public improvement is shown on docu- E. Washington Street" Iowa City, IA Notary Public mentation which is now on file in the office 52240, (319) 356-5145 . o~ t~ City Cle,!k aod available for public 5. THIS NOTICE IS FOR INF-ORMATlON VteWlng. ONLY AND IS NOT.AN OFFER TO PUR- 3. crrv PROCESS TO peCIDE TO PRO- CEED WITH THE PROJECT AND TO CHASE PROPERTY RIGHTS. ACQUIRE PROPERTY RIGHTS; crrv The City Council of th8 City Of Iowa City, ,~~- -= COUNCil ACTION REQUIRED TO Iowa has not yet determh'led to undertake iJ ORLENE MAHER FUND PROJECT. the above-described project or to acquire f 'f Commission Number 71S148 The City hasprovkied funding it'ritsbudg- property rights for the project. This Notice . . My Commission Explrw et"for this project, as well as 1unding to does not constitute an offer to purchase ... Ap~1 2, 2005 acquire any property rights that may be property rights. needed fortheproject. City staff has ana- slMarian K. Karr lyZed the options for how to proce8d with City Clerk this project and has coordinated project 55167 March 9, 2004 planning with other ap~rIaje,agencies. "-..... The planning has reac the point where .--> preliminary designs now indicate that cer- tain property rights may need to be acquired. Any public comment will be con- sidered in preparing the final designs, par- ticularlyas private property may be affect. ed. ~--- NOTICE OF INTENT TO ACQUIRE PROPERTY RIGHTS WHICH MAY BE NEEDED FOR SEGMENT A OF THE CAMP CARDINAL ROAD PROJECT TO: Keith & Barbara Pirkl, 2794 340th St. SW, Tiffin, IA 52340 and Donald & Patricia Pirkl, 2718 340th St. SW, Tiffin, IA 52340 Chapter 6B of the Iowa Code requires a governmental body which proposes to acquire property rights under power of eminent domain for a public improvement project to give notice of the project to all agricultural property owners whose properties may be affected and to hold a public hearing. 1. DESCRIPTION OF THE PROJECT. NOTICE IS HEREBY GIVEN to the above-identified agricultural property owners that the City Council of the City of Iowa City will consider funding of the site-specific design for Segment A of the Camp Cardinal Road Project, making the final selection of the route or site location, or acquiring or condemning property rights, if necessary, required for the project. Said project includes grading, paving, sidewalk, storm sewer, water main, and related construction work to construct Segment A of Camp Cardinal Road from Melrose Avenue north to the City Limits. 2. PRIVATE PROPERTY RIGHTS MAY BE ACQUIRED BY NEGOTIATION OR CONDEMNATION. If the above-described project is approved by the City Council, the City may need to acquire property rights for the project improvements. Property rights may include a temporary construction easement, a permanent easement, and/or a fee simple parcel (complete ownership). Upon review of the records of the Johnson County Auditor, it appears that properties or portions of properties owned by the above-identified persons may have to be acquired for the project by the methods described above. The City will attempt to purchase the required property by good faith negotiations. If negotiations are unsuccessful, the City will condemn those property rights which it determines are necessary for the proj ect. The proposed location of the above-described public improvement is shown on documentation which is now on file in the office of the City Clerk and available for public viewing. 3. CITY PROCESS TO DECIDE TO PROCEED WITH THE PROJECT AND TO ACQUIRE PROPERTY RIGHTS; CITY COUNCIL ACTION REQUIRED TO FUND PROJECT. The City has provided funding in its budget for this project, as well as funding to acquire any property rights that may be needed for the project. City staff has analyzed the options for how to proceed with this project and has coordinated project planning with other appropriate agencies. The planning has reached the point where preliminary designs now indicate that certain property rights may need to be acquired. Any public comment will be considered in preparing the final designs, particularly as private property may be affected. In making the decision to fund the site-specific design for the public improvement, to make the final selection of the route or site location, or to acquire or condemn property rights, if necessary, the City Council is required to hold a public hearing, giving persons interested in the proposed proj ect the opportunity to present their views regarding the decision to fund the site-specific designs for the projeqt, make the final selection of the route or site location, or to acquire or condemn, if necessary, property or an interest in property for the proj ect. The public hearing will be held on the 6th day of April, 2004 in the Emma J. Harvat Hall, City Hall, 410 East Washington Street, Iowa City, Iowa, commencing at 7:00 p.m. or, if cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. In order to fund the site-specific design for the public improvement, to make the final selection of the route or site location, or to commence the acquisition or condemnation of property rights, if necessary, for the above-described project, City Council will be required to ,.--_._._-~-_.__.,....._-----_._-_..__._~------ -,_.._-_._-_.~--,-,------------,~--,~---~.,---------- 2 approve the project and authorize acquisition of private property rights for the project by Council resolution. The City Council is scheduled to consider adoption of a resolution authorizing acquisition of property rights for the above-described project following the public hearing. When an appraisal is required, if the project is approved by the City Council, an appraiser will determine the compensation to be paid for easements and/or property acquired in fee simple. The City will offer no less than the appraised value and will attempt to purchase only the needed property by good faith negotiations. If the City is unable to acquire properties needed for the project by negotiation, the City will acquire those property rights by condemnation. 4. CONTACT PERSON If you have any questions concerning Segment A of the Camp Cardinal Road Project, please contact the following person: Ron Gaines, City of Iowa City, 410 E. Washington Street, Iowa City, IA 52240, (319) 356-5145 5. THIS NOTICE IS FOR INFORMATION ONLY AND IS NOT AN OFFER TO PURCHASE PROPERTY RIGHTS. The City Council of the City of Iowa City, Iowa has not yet determined to undertake the above-described project or to acquire property rights for the project. This Notice does not constitute an offer to purchase property rights. s/Marian K. Karr City Clerk NOTICE OF INTENT TO ACQUIRE PROPERTY RIGHIS ~'" c:.;:) WHICH MAY BE NEEDED FOR 9 c..;:l ~- SEGMENT A OF THE CAMP CARDINAL ROAD PROJj{;~ :JI: )~... ) ::-:J Tl O~. I - - TO: Keith & Barbara Pirkl Donald & Patricia Pirkl ::::;! C (....) 2794 340th St. SW 2718 340th St. SW ' ....i-j"1 :> .T1 o=-'" ~ 1"--' ~- <J Tiffin, IA 52340 Tiffin, IA 52340 </' Cl 5> - Chapter 6B of the Iowa Code requires a governmental body which proposes to a&rUire property rights under power of eminent domain for a public improvement project to give notice of the project to all agricultural property owners whose properties may be affected and to hold a public hearing. 1. DESCRIPTION OF THE PROJECT. NOTICE IS HEREBY GIVEN to the above-identified agricultural property owners that the City Council of the City of Iowa City will consider funding of the site-specific design for Segment A ofthe Camp Cardinal Road Project, making the final selection of the route or site location, or acquiring or condemning property rights, if necessary, required for the project. Said project includes grading, paving, sidewalk, storm sewer, water main, and related construction work to construct Segment A of Camp Cardinal Road fro~ Melrose Avenue north to the City Limits. 2. PRIVATE PROPERTY RIGHTS MAY BE ACQUIRED BY NEGOTIATION OR CONDEMNATION. If the above-described project is approved by the City Council, the City may need to acquire property rights for the project improvements. Property rights may include a temporary construction easement, a permanent easement, and/or a fee simple parcel (complete ownership). Upon review of the records of the Johnson County Auditor, it appears that properties or portions of properties owned by the above-identified persons may have to be acquired for the project by the methods described above. The City will attempt to purchase the required property by good faith negotiations. If negotiations are unsuccessful, the City will condemn those property rights which it determines are necessary for the proj ect. The proposed location of the above-described public improvement is shown on documentation which is now on file in the office of the City Clerk and available for public viewing. 3. CITY PROCESS TO DECIDE TO PROCEED WITH THE PROJECT AND TO ACQUIRE PROPERTY RIGHTS; CITY COUNCIL ACTION REQUIRED TO FUND PROJECT. The City has provided funding in its budget for this project, as well as funding to acquire any property rights that may be needed for the project. City staff has analyzed the options for how to proceed with this project and has coordinated project planning with other appropriate agencies. The planning has reached the point where preliminary designs now indicate that certain property rights may need to be acquired. Any public comment will be considered in preparing the final designs, particularly as private property may be affected. In making the decision to fund the site-specific design for the public improvement, to make the final selection of the route or site location, or to acquire or condemn property rights, if necessary, the City Council is required to hold a public hearing, giving persons interested in -- -~_.__._----_._._---~'--_.__._-- 2 the proposed project the opportunity to present their views regarding the decision to fund the site-specific designs for the project, make the final selection of the route or site location, or to acquire or condemn, if necessary, property or an interest in property for the project. The public hearing will be held on the 6th day of April, 2004 in the Emma J. Harvat Hall, City Hall, 410 East Washington Street, Iowa City, Iowa, commencing at 7:00 p.m. or, if cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. In order to fund the site-specific design for the public improvement, to make the final selection of the route or site location, or to commence the acquisition or condemnation of property rights, if necessary, for the above-described project, City Council will be required to approve the project and authorize acquisition of private property rights for the project by Council resolution. The City Council is scheduled to consider adoption of a resolution authorizing acquisition of property rights for the above-described project following the public hearing. When an appraisal is required, if the project is approved by the City Council, an appraiser will determine the compensation to be paid for easements and/or property acquired in fee simple. The City will offer no less than the appraised value and will attempt to purchase only the needed property by good faith negotiations. If the City is unable to acquire properties needed for the project by negotiation, the City will acquire those property rights by condemnation. 4. CONTACT PERSON If you have any questions concerning the South Gilbert Street Improvements Project - Napoleon Lan City Limits please contact the following person: r--' Ron Gaines 0 c.> c~") .r- City ofIowa City ~O ;:J!: -J":>-I J.:"" II 410 E. Washington Street .,.'" -'-) :;0 ~ -. . I Iowa City, IA 52240 ~. ) W I :-..::Jl~ ',T1 319) 356-5145 )~ ':-""f-;-: ~ ,'--' 5== :::: '~..J 5. THIS NOTICE IS FOR INFORMATION ONLY AND IS NOT AN ~ERsto PURCHASE PROPERTY RIGHTS. ~ N The City Council of the City of Iowa City, Iowa has not yet determined to undertake the above-described project or to acquire property rights for the project. This Notice does not constitute an offer to purchase property rights. 6. STATEMENT OF RIGHTS. Just as the law grants certain entities the right to acquire private property, you as the owner of property have certain rights. You have the right to: a. Receive just compensation for the taking of property. (Iowa Const., Article I, Section 18) b. An offer to purchase which may not be less than the lowest appraisal of the fair market value of the property. (Iowa Code SS 6B.45, 6B54) - --~-,---_.- .. --------- 3 c. Receive a copy of the appraisal, if an appraisal is required, upon which the acquiring agency's determination of just compensation is based not less than 10 days before being contacted by the acquiring agency's acquisition agent. (Iowa Code 96B.45) d. When an appraisal is required, an opportunity to accompany at least one appraiser of the acquiring agency who appraises your property, (Iowa Code S6B,54) e. Participate in good faith negotiations with the acquiring agency before the acquiring agency begins condemnation proceedings. (Iowa Code S6B.3(I)) f. If you cannot agree on a purchase price with the acquiring agency, a determination of just compensation by an impartial compensation commission and the right to appeal its award to district court. (Iowa Code 99 6B.4, 6B.7, and 6B.I8) g. A review by the compensation commission of the necessity for the condemnation if your property is agricultural land being condemned for industry; (Iowa Code 9 6B.4A) h. Payment of the agreed upon purchase price, or if condemned, a deposit of the compensation commission award before you are required to surrender possession of the property. (Iowa Code SS 6B.25 and 6B.54(11)) 1. Reimbursement for expenses incidental to transferring title to the acquiring agency. (Iowa Code SS 6B.33 and 6B.54(1O)) J. Reimbursement of certain litigation expenses: (1) if the award of the compensation commissioners exceeds 110 percent of the acquiring agency's final offer before condemnation; and (2) if the award on appeal in court is more than the compensation commissioner's award. (Iowa Code S6B.33) k. At least 90 days written notice to vacate occupied property. (Iowa Code S 6B.54(4)) I. Relocation services and payments, if you are eligible to receive them, and the right to appeal your eligibility for and amount of payments. (Iowa Code S3l6.9) The rights set out in this Statement are not claimed to be a full and complete list or explanation of an owner's rights under the law. They are derived from Iowa Code Chapters 6A, 6B and 316, For a more thorough presentation of an owner's rights, you should refer directly to the Iowa Code or contact an attorney of your choice. _d' ;~ ~ ~A/ t.....,_~ ~ =::> ~ K. Karr = ~ -_0 :Js:: )>=:, ::.,;:;,.. City Clerk -. :;:0 11 " ., I , > \.- ~(> w "'-- 'T] ::;: -, (5-; \ . '-./ <;"'...... C) )> - '" -_._"-""-'-'~--"--'"'--~------~-_._---_. ~______"_'''___''________'_~_'__~.._n__.____~._______.._____ 'f '\ Y. .~ ) / ,< c U FII F{) ;/\( --'''''-'' 2Ull4 MAR -3 Il.H /0: /2 i COY CIBil< IOWA CITY, iOWA t . , , , , t i. I f I , ._ ,.,_ .... .....H .; .-. - .._, \ . . t , \ , \ ~..__.__.._-.- . . ................ ..... . . "- '\ .. ~ i ~.... ~ ~f ~ ... :... ) (+ +: , /Vt.-t r"."<' . . ' . . ---. ~ ... -. ...(.~....~ -- , , \\' \~ < "- "r___.__ .~ ---,._- .---- ___om. ~----_._._- ~- --- .-.---- ------- ---+-,.---------- --._- ..-,-..------..-- - -,--.'.-.-----.----- ------ .'+.---..-.---- I ::OfT'lr-4,"':-O . . .......~ N:-"U1f',.)~C ocn..p.-..J (!1) rn 00)" . Vl-fo. () o "'-Jcn-...JO :>- o - - O;+" r I - 0 m S~ ~ ?'", VI ~).::<. N' -.IN Z ,m " r -< ~ 0 -< C q ~ m I ;V OO+S;Z 120 )> ! III III 0 I n - I ~ I'I'l III I 0 OO+OC / r--> /' = 0 = -""" $0 ::n: "'" / )>:::j = (j -<, I , W , ::::0 I % \" !: (:J -fT"' ---0 ~ 0- '? ./ 0- .:;;'" 5> - N i ::U1'T1r--lt?~ f I" '-...J~ -...J..... tOtn 0'1...... ......1.O..p.Q:lOp O..p.cnO ...... O:p..~~t::'-I q~o:l~_~ "'''' 00' .-.1 N~ ~ r :::! 0 R ".J - ---- - ~ .~,.". - -- ------- - - - Printer's Fee $ 15 '7).. CERTIFICATE OF PUBUCATlON STATE OF IOWA, JOHNSON COUNlY, SS: OFACIAL PUBLICATION THE IOWA CITY PRESS-CITIZEN NOTICE OF PUBLIC HEARING ON INTENT TO ,ACQUIRE PROPERTY FED. ID #42-0330670 I RIGHTS WHICH MAY BE NEEDED FOR THI: SEGMENT A OF THE CAMP CAR. . D1NAL ROAD PROJECT IN TIlE CI1Y I, OF IOWACrrv, IOWA TO ALL TAXPAYERS IN THE CITY OF . Linda Krotz, being duly sworn, IOWA CITY. IOWA. AND TO OTHER say . INTERESTED PERSONS, Public notice is hereby given that thE! City that I am the legal clerk of the IOWA Council of the City of Iowa City, Iowa, wilt CITY PRESS-CITIZEN, I conduct a public hearing on its intent to a newspaper acquire property rights which may be _ needed lor the Segment A of the Camp published in said county, and that a Cardinal Roadlrojecl in said City at 7:00 notice, printed copy of which is p.m. on the 6 day of April, 2004, said a meeting to be held in the Emma J. Harval . Hall in. City Hall in said City, or if said hereto attached, was published in meeting is cahceHed, at the next meeting said paper I time(s), on the of the City Council thereafter as posted by the City Clerk. Documentation of the proposed location following date(s): of said improvements is now on file in the ---D0 r. V' u~ q. office of the City Clerk Iocatedin City Hall J-oOt{ in Iowa City, I()wa. 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 com- , ments concerriing said intent to proceed Y~L~ with 'and to ;lcquire property rights for said public improvement profect. This notice is given by order of the City Legal Clerk Council of the City of Iowa City, Iowa, and as provided by law. Subscribed and sworn to before me MARIAN K. KARR. CITY CLERK this CJ HI day of'j1r\ r; J A ~ 55166 March 9, 2004 A.D. 20 () L( . .(3j~~ lrr-OAJAIJ Notary Public ~ ORLENE MAHE~. ! ! commillkN1 Number 715848 My commlnlon Expl.... . AprIl 2. 2005 NOTICE OF PUBLIC HEARING ON INTENT TO ACQUIRE PROPERTY RIGHTS WHICH MAY BE NEEDED FOR THE SEGMENT A OF THE CAMP CARDINAL ROAD PROJECT IN THE CITY OF IOWA CITY, IOWA TO ALL TAXPAYERS IN 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 its intent to acquire property rights which may be needed for the Segment A of the Camp Cardinal Road Project in said City at 7:00 p.m. on the 6th day of April, 2004, said meeting to be held in the Emma J. Harvat Hall in City Hall in said City, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. Documentation of the proposed location of said improvements is 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 intent to proceed with and to acquire property rights for said public improvement project. 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 -" +'PC,:~:-- L1U 13 Prepared by: Ron Gaines, Civil Engineer, 410 E. Washington St, Iowa City, IA 52240 (319) 356-5145 RESOLUTION NO. 04-97 RESOLUTION DECLARING THE CITY'S INTENT TO PROCEED WITH AND AUTHORIZING THE ACQUISITION OF PROPERTY RIGHTS FOR SEGMENT A OF THE CAMP CARDINAL ROAD PROJECT WHEREAS, notice of public hearing on the City's intent to proceed with a public improvement project and to acquire property rights for the above-named project was given as required by law, and the hearing thereon held; and WHEREAS, the City of Iowa City desires to construct Segment A of the Camp Cardinal Road Project ("Project"), which includes grading, paving, storm sewer, water main, and related construction of Segment A of the Camp Cardinal Road Project to City Limits; 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 for the proposed project; and WHEREAS, the City 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, IOWA, THAT: 1, It is the City's intent to proceed with the construction of Segment A of the Camp Cardinal Road Project. 2. The City Council finds that it is in the public interest to acquire property rights necessary for the construction of Segment A of the Camp Cardinal Road Project to City Limits ("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. 3. The City Manager or designee, in consultation with the City Attorney's Office, is authorized and directed to establish, on behalf of the 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. . 4. The City Manager or designee, is hereby authorized and directed to negotiate the purchase of property rights 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. ~ Resolution No. 04-97 . Page 2 5. In the event negotiation is successful, the Mayor and City Clerk are hereby authorized, upon direction of the City Attorney, to execute and attest all docurnents necessary to effectuate the purchase of said property rights. The City Attorney is hereby directed to take all necessary action to complete said transactions, as required by law. 6. 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. Passed and approved this 6th day of April ,2004 . - A..J~). ~J J.J MAYOR ATTEST:~"~'..4~ II. ~~ APpr~ ~ '~"~oJ<+ CIT LERK city Attorney's Office It was moved by 0' 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 pwenglreslsegmenta.dcx:: .-----., G;] 10\ ~ Prepared by: Ron Gaines, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240, (319)356-5145 RESOLUTION NO. 04-270 RESOLUTION SETTING A PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE CAMP CARDINAL ROAD SITE PREPARATION PROJECT, DIRECTING CITY CLERK TO PUBLISH NOTICE OF SAID HEARING, AND DIRECTING THE CITY ENGINEER TO PLACE SAID PLANS ON FILE FOR PUBLIC INSPECTION. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA: 1. That a public hearing on the plans, specifications, form of contract, and estimate of cost for the construction of the above-mentioned project is to be held on the 19th day of October, 2004, at 7:00 p.m. in the Emma 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 5th d'Ym&/~ ,20 04 4Lv_ - AYOR ATTEST:~~ A!. ~~ W~ q/,.. "' (07- I~ity Attorney's Office CI ERK Pwenglresfcampcardsetph.doc 9/04 Resolution No. 04-270 Page 2 It was moved by Champion and seconded by Vanderhoef 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 ._---~--_.__.,._-~~ ---_.,--~--- Engineering Department FILI-:D City of Coralville, Iowa 2004 OCT /4 PH /: 42 crT" (" / ~.l.E;:i{<~ IOWA elJ\: IrJWA ~ ~ CORALVILLE Plans, Specifications and Form of Contract CAMP CARDINAL ROAD SITE PREPARATION PROJECT 2004 [ hereby certIfy that thIs EnQlneerlnQ Document was prepared by me or under my dIrect personal supervisIon and that] am a duly licensed Professional EnQlneer under the laws the Stat of [owo. o~~ Richard M. Voelker. P.E. Date License Number 13853 My License Renew I OMe is Decerrber 31. 2004 PagBs or sheets covered by this 5601: '~ a.f( SA --~-'--_._------~- - .-.~- -----.----------.-----.---.---.-----., -~---""._,._._---_.".".- ,C/lr"\ TABLE OF CONTENTS I :.' I J CAMP CARDINAL ROAD Z:fl', OCT ILl PH I: 42 SITE PREPARATION PROJECT C'."/ .' "~'/ III ,)_=,,;, TITLE :01.,///0, !PAGefSYA Notice of Public Hearing.............,.. ................ ......", ,. .., ...........,...... ..,. ,..... .PH-1 Advertisement for Bids, ..,..., ,., .,. ,., ...... ,. .... ,. ..., .,..., .,. ,. ,., ..,. ,.,..... .... .AB-1 to AB-2 Bid Bond., ,.......... ....., .....,. ,.,.,. ,.,., ...... .... ,.,.., .,..,.". ,.", ,.,. ,.. ,.", ,... ,..... ,., ...BB-1 Proposal.. ,., .,." ....... ,............. ...", ,.,. ,.,., ............. ,.. ... ,.,...... ... ,.,., ..., ",P-1 to P-2 References.."...,.....,.....,..,............ ,.,.....",.................. ,...............,. ...R-1 to R-2 Contract.,..........................,......... ,.,.. .......... ....,.",..,...."... ,.,..,... ..,CF-1 to CF-2 Performance & Payment Bond.........,...............................................PB-1 to PB-2 General Conditions...., ,.,.. ...............,.....,.................. ........,......... ..,GC-1 to GC-7 Plan Title Sheet.......... ..,...,..,.....,.. ......... .........,.....,.................... ,.,...... .... .A.01 Location Map" .,... ,."" ,., ,.,. ,.... ,...."., ...,.., .,.". ,.. ,........., ..,...... .., ...,., .... ,. ,.,. ,A.02 Pollution Prevention Plan Specifications.,.................... ........,... ......,.. ......... ....C.01 Erosion Control Details".. ......."....,..........,...........,.....,..,........,.. ,...... ........ ..C,02 Plan Sheets.,.....,..."......,..,.. .... ,. ........,..,...,...........,...... ,.. ,..., ....... ...0.01 - 0.09 NOTICE OF PUBLIC HEARING FI! r::('J '--... '-.-.' , ON PLANS, SPECIFICATIONS, FORM OF 2::D4 OCT /4 Pfj /: 42 CONTRACT AND ESTIMATED COST FOR CAMP CARDINAL ROAD ell')' SITE PREPARATION PROJECT 101l1/'\ IN THE CITY OF CORALVILLE, IOWA TO ALL THE TAXPAYERS OF THE CITY OF CORALVILLE, IOWA, AND TO OTHER PERSONS INTERESTED: Public notice is hereby given that the City Council of the City of Coralville, Iowa, will conduct a public hearing on the plans, specifications, form of contract and estimated cost for the construction of Camp Cardinal Road Site Preparation Project in said City at 7:00 PM on the October 26, 2004, said meeting to be held in the City Hall in said City. Said plans, specifications, form of contract and estimated cost are on file in the office of the City Clerk at City Hall, Coralville, Iowa, and may be inspected by any persons interested. Any persons interested may appear at said meeting of the City Council for the purpose of making objections to said plans, specifications, contract or the cost of making said improvement. The City will issue a sales tax exemption certificate applicable for all materials purchased for the project. This notice is given by order of the City Council of the City of Coralville, Iowa. IslNancy Beuter, Asst. City Clerk PH-1 -'--' - ~_..__.- ADVERTISEMENT FOR BIDS CAMP CARDINAL ROAD r:/I .-.. f . ~__ I " SITE PREPARATION PROJECT ^. ^ ' .' , , j '.1,. (j ';':;i;~f fei" Sealed proposals will be received by the City Clerk of the ., /4 PH /. City of Coralville, Iowa, until 2:00 PM, November 9, 2004, and C:. . . 42 opened immediately thereafter by the City Engineer. Proposals /01,1:: I i '>r.y will be acted upon by the City Council at a meeting to be held in ";i S, tv Ir~ \ the Council Chambers at 7:00 PM on November 9, 2004 or at " ,At:4 such later time and place as may then be fixed. The work will involve the following: tree clearing and erosion control and all other work as included in the plans and specifications. All work is to be done in strict compliance with plans and specifications prepared by Snyder & Associates, Inc., which have heretofore been approved by the City Council, and are on file for public examination in the City Clerk's office. Whenever reference is made to the 'Standard Specifications," it shall be the 'Standard Specifications for the Series of 2001 Highway and Bridge Construction" of the Iowa Department of Transportation, as modified. Each proposal shall be completed on a form fumished by the City and must be accompanied in a sealed envelope, separate from the one containing the proposal, by either of the following forms of bid security; (1) a certified or cashier's check drawn on a solvent Iowa bank or a bank chartered under the laws of the United States or a certified share draft drawn on a credit union in Iowa or chartered under the laws of the United States, in an amount equal to 10% of the bid, (2) a bid bond executed by a corporation authorized to contract as a surety in the State of Iowa, in a penal sum of 10% of the bid. The bid security shall be made payable to the Treasurer of the City of Coralville, Iowa, and shall be forfeited to the City of Coralville as liquidated damages in the event the successful bidder fails to enter into a bond satisfactory to the City insuring the faithful performance of the contract and maintenance of said work, if required, pursuant to the provisions of this notice and the other contract documents. Checks of the lowest two or more bidders may be retained for a period of not to exceed fifteen (15) days until a contract is awarded or rejection is made. Other checks will be returned after the canvass and tabulation of the bids is completed and reported to the City Council. The City will issue a sales tax exemption certificate for all materials purchased on the project. The City will issue the appropriate tax exemption certificates and authorization lelters to the Contractor and all subcontractors completing work on the project. Tax exemption certificates are applicable only for the specific project for which the tax exemption certificate is issued. Contractor shall provide a listing to the City identifying all appropriate subcontractors qualified for use of the tax exemption certificate. Contractor and subcontractors may make copies of the certificate and provide to each supplier providing construction material a copy of the tax exemption certificate. Payment to the Contractor will be made as specified in the 'Standard Specifications" Section 1109. The successful bidder will be required to furnish a bond in an amount equal to one hundred percent (100%) of the contract price, said bond to be issued by a responsible surety approved by the City Council and AB-l shall guarantee the prompt payment of all materials and labor and protect and save harmless the City from claims and damages of any kind caused by the operation of the contract, and shall also !-II r-" guarantee the maintenance of the improvement for a period of ' ',-' I ) one year from and after its completion and acceptance by the CityiL'j7! Dr The following limitations shall apply to this project: - I J" r 14 p' , I! /: 4 Starting Date: December 1, 2004 C; ri " " :2 Substantial Completion By: March 30, 2005 101/!1;:: n \~d:./:'f." Liquidation Damages: $500/day , , In/,'ll ~j' VA The plans, specifications and proposed contract documents may be examined at the office of the City Clerk. Copies of said plans and specifications and form of proposal blanks may be secured at the office of Snyder & Associates, Inc., 5005 Bowling Street SW, Cedar Rapids, Iowa 52404, by bona fide bidders. Return all plans and specifications to the City Engineer's office in good condition within fifteen (15) days after the opening of bids. Prospective bidders are advised that the City of Coralville desires to employ minority contractors and subcontractors on City projects. The City Council reserves the right to reject any and all bids, to waive technicalities or irregularities and to enter into such contract as it shall deem to be to the best interests of the City. The City Council reserves the right to defer acceptance of any proposal for a period not to exceed thirty (30) calendar days from the date of receiving bids. The Contractor awarded the contract shall submit, before starting construction, a list of proposed subcontractors along with quantities, unit prices and dollar amounts that each subcontractor will perform. If no minority business enterprises (MBE) are utilized, the Contractor shall furnish documentation of all efforts to recruit MBE's. A listing of minority contractors is available and can be obtained from the City Engineer's Office. By virtue of statutory authority, preference will be given to products and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa Statutes. The Iowa Reciprocal Preference Act (SF 2160) applies to the contract with respect to bidders who are not Iowa residents, Published upon order of the City Council of Coralville, Iowa. /s/ Nancy Beuter, City Clerk AB-2 BID BOND FI/ r-r '. ,. '\ , -'.'--.j.._,.j CAMP CARDINAL ROAD 2',17; OCT SITE PREPARATION PROJECT"! 14 P/11'[ . I . 12 KNOW ALL MEN BY THESE PRESENTS: That we, IOi/~{ I ~/;/RI\ .'J I. In[;1(, as Principal and ,. '- 11 as Surety, are held and firmly bound unto the City of Coralville, Iowa, hereinafter defined as Obligee, in the penal sum of ten percent (10%) of the total amount of the bid ($ ), for which payment said Principal and Surety bind themselves, their heirs, executors, administrators, successors, and assigns jointly and severally, firmly by these presents. The condition of the above obligation is such that whereas the Principal has submitted to the City of Coralville, Iowa, a certain bid, in a sealed envelope, dated the day of , 2004, and hereby made a part hereof to enter into a contract in writing, for Camp Cardinal Road Site Preparation Project NOW THEREFORE, if the said bid by said Principal be accepted, and the Principal shall enter into a contract with the Obligee in accordance with the terms of such bid, and give such bond as may be specified in the contract documents with good and sufficient surety for the faithful performance of such contract, for the prompt payment of labor and material furnished in the prosecution thereof, and for the maintenance of said improvements as may be required therein, then this obligation shall become null and void or in the event of the failure of the Principal to enter such contract and give such bond, the Principal shall pay to the Obligee the full amount of the bid bond, together with court costs, attorney's fees, and any other expense of recovery, Signed and sealed this day of ,2004. Principal By Contractor's Signature Surety By Attorney-in-Fact BB-1 FORM OF PROPOSAL CAMP CARDINAL ROAD CII /-r SITE PREPARATION PROJECT l 1.1 ,'- J '--'.""'.-' Name of Bidder: 2DOI, OCT 14 P 11 I: 42 Address of Bidder: C'/I\/ ('I " -', 'QI ',., 1,-,,/" , .~/,~ ,~ :::.--;-Ijf\ " I C."I '/ V"'vA To: City Clerk . ': ~)"/ J City of Coralville 1512 7th Street Coralville,lA 52241 The undersigned bidder submits herewith bid security amounting to ten percent (10%) of the total amount of the bid which shall become the property of the City of Coralville should the undersigned fail or refuse to execute a contract and to fumish bond as called for in the specifications within the time provided. The undersigned bidder, having examined the Contract Documents, and having familiarized himself with the nature and location of the work to be done and the conditions under which the work will be performed, hereby proposes to provide the required labor, services and materials and to perform the work described in the specifications, and addenda _' _' _' within the time and for the sum or sums stated hereinafter on the attached proposal schedule, which proposal schedule is hereby made a part of this Proposal. The undersigned bidder certifies that this proposal is made in good faith, without collusion or connection with any other person or persons bidding on the work, The undersigned bidder states that this proposal is made in conformity with the specifications and agrees that in the event of any discrepancies or differences between any conditions of his proposal and the specifications prepared by CITY OF CORALVILLE, that the provisions of the latter shall prevail. The undersigned bidder understands the Award of Contract shall be based on the amount of the TOTAL BASE BID. The TOTAL BASE BID does not include the BID ALTERNATES, Bidder: By: Title: Date: P-1 -.---- FORM OF PROPOSAL CAMP CARDINAL ROAD FILr~~f) SITE PREPARATION PROJECT Construct for the following unit and lump sum prices: 2JDI, OCT / 4 Pi'! /: 43 ESTIMATED UNIT -v,.. _ . . EXTENDED NO. DESCRIPTION UNIT QUANTITY ~ CI i I (jLf::lli< PRICE ,~l,~ f' V"'\ - ,'\'/l, 1'-.;/ ,)WA 1. Site Clearing and Grubbing AC 29.6 $ $ 2. Silt Dike & Maintenance EA 25 $ $ 3. Silt Basin & Maintenance EA 34 $ $ TOTAL BASE BID: $ P-2 _.~--_. REFERENCES F/ f r:.lj (Project name) ..'.j 2tJD/, GCr /4 Pi'! /: 43 Name of Bidder: ~ 1,-.. ~..)ll)' :'"",! C -., ~ fUI ~f ....." i "..( \ Project Name: j 'I. /'. /-', '1~.'.. ...,' Ii "'/l I I. v Ir)\I . /'- VA Type of Work: Dollar Amount of Work: $ ClienVOwner Name: Address: Phone: ( ) Contact Person: .............................................................................................................. Name of Bidder: Project Name: Type of Work: Dollar Amount of Work: $ Client/Owner Name: Address: Phone: ( ) Contact Person: ............................................................................................................... Name of Bidder: Project Name: Type of Work: Dollar Amount of Work: $ Client/Owner Name: Address: Phone: ( ) Contact Person: R-1 _. ---..- ---- REFERENCES (cont.) Fit :--.. !~_.l~ /) (Project name) ('{'[jll OCT /4 P/1/:43 Name of Bidder: rn' V11 'I. I I'. l. /11 \.--'~ :'-l('( Project Name: ' , ;.'/: (..'17-' -'-..1 {\ ,-'/_' V fr)' , ; -WA Type of Work: Dollar Amount of Work: $ ClienVOwner Name: Address: Phone: ( ) Contact Person: ............................................................................................................... Name of Bidder: Project Name: Type of Work: Dollar Amount of Work: $ ClienVOwner Name: Address: Phone: ( ) Contact Person: ................................................................................................................ Name of Bidder: Project Name: Type of Work: Dollar Amount of Work: $ ClienVOwner Name: Address: Phone: ( ) Contact Person: R-2 --------- CONTRACT FilED CAMP CARDINAL ROAD 2004 OCT /4 PN /: 43 SITE PREPARATION PROJECT THIS AGREEMENT, made and entered into this _ day ~~ CITY C! f')i<; 2004, by and between the City of Coralville, Iowa, party of the first pa ~irlaff~ ~~~d to as the "Owner", and , party of the second part hereinafter referred to as "Contractor". WITNESSETH That whereas the Owner has heretofore caused to be prepared certain specifications and proposal blanks, dated the _ day of , 2004, for Camp Cardinal Road Site Preparation Project, under the terms and conditions therein fully stated and set forth, and, Whereas, said specifications and proposal accurately, and fully describe the terms and conditions upon which the Contractor is willing to perform the work specified: NOW, THEREFORE, IT IS AGREED: 1. That the Owner hereby accepts the attached proposal of the Contractor for the work and for the sums listed therein. 2, That this Contract consists of the following component parts which are made a part of this agreement and Contract as fully and absolutely as if they were set out in detail in this Contract: a, Addenda Numbers b. "Standard Specifications for Highway and Bridge Construction" Series of 2001, Iowa Department of Transportation, plus current special provisions and supplemental specifications. c, Notice of Public Hearing and Advertisement for Bids d, Special Provisions e. Proposal f. This Instrument g, The Contractor's own organization shall perform work amounting to not less than 50 percent of the total contract cost unless otherwise specified. In order to meet this 50 percent requirement, the Contractor shall not purchase any materials for a subcontracted item, CF-l ----- The Contractor may hire another contractor's employee(s) as long as the City has given written approval prior to the bid letting. The above components are complementary and what is called for by one shall be as binding as if called for by all. 3, That payments are to be made to the Contractor in accordance with the subject to the provisions embodied in the documents made a part of this Contract. 4, That this Contract is executed in three (3) copies. 5, That the Contractor shall complete work bv March 30. 2005. IN WITNESS WHEREOF, the parties have hereunto set the hands and seals the date first written above. CITY OF CORALVILLE: CONTRACTOR: Mayor BY: Title ATTEST: ATTEST: City Clerk Title C) :~;:() (:) "..-- .... '~'-j C) -~ -n (-) -', - ,--.-- -- .,.. I ..::-.:...... '-n -u ; t I ~~~I ~~ ,'_' -~ <.--1' :0 - .. - w CF-2 .....-... PERFORMANCE AND PAYMENT BOND r /1- ,. _ j 1 I , ....J I .~. 1_." _j CAMP CARDINAL ROAD ZaDy OCT I 4 SITE PREPARATION PROJECT P/1 I: 43 C/" . . ). .,'''.,' .,. .-' , , '[. .I( KNOW ALL MEN BY THESE PRESENTS THAT: '0\//' -:. .:...i J './-\ i: \, i:'1I'IA .... j i, ;\"/ /1 . (Here insert the name and address or legal titfe of the Contractor) as Principal, hereinafter called the Contractor, and , (Here insert the legal title of Surety) as Surety, hereinafter called the Surety, are held and firmly bound onto the City of Coralville, Iowa, as obligee, hereinafter called the Owner, in the amount of: Dollars $ ( ) for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Contractor has by written agreement dated , 2004, entered into a Contract with Owner for Camo Cardinal Road Site Preoaration Proiect. In accordance with plans and specifications prepared by the City of Coralville, which Contractor shall promptly and faithfully perform said Contract, then the obligation of this bond shall be null and void; otherwise it shall remain in full force and effect. A. The Surety hereby waives notice of any alteration or extension of time made by the Owner. B. Whenever Contractor shall be, and is declared by Owner to be, in default under the Contract, the Owner having performed Owner's obligations thereunder, the Surety may promptly remedy the default, or shall promptly: 1. Complete the Contract in accordance with its terms and conditions, or 2. Obtain a bid or bids for submission to Owner for completing the Contract in accordance with its terms and conditions, and upon determination by Owner and Surety of the lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available as work progresses (even though there should be a default or a succession of defaults under the Contract or contracts of completion arranged under this paragraph) sufficient funds to pay the cost of completion less the balance of the Contract Price; but not exceeding, including other costs and damages for which the Surety may be liable hereunder, the amount set forth in the first paragraph hereof. The term "balance of the Contract Price", as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Contract and any amendments thereto, less the amount properly paid by Owner to Contractor. PB-1 .. C. The Contractor and his Surety shall, in accordance with the provisions of Section 384 of the Code of Iowa be obligated to keep the improvements covered by this bond in good repair for a period of one year from the date of acceptance of the improvements by the Owner. D. No right of action shall accrue to or for the use of any person or corporation other than the Owner named herein or the heirs, executors, administrators or successors of the Owner. IT IS A FURTHER CONDITION OF THIS OBLIGATION that the Principal and Surety shall, in accordance with provisions of Charter 573 of the Code of Iowa, pay to all persons, firms or corporations having contracts directly with the Principal or with Subcontractors all just claims due them for labor performed or materials fumished in the performance of the contract on account of which this bond is given. The provisions of Charter 573, Code of Iowa, are a part of this bond to the same extent as if they were expressly set out herein. SIGNED AND SEALED THIS DAY OF ,2004. IN THE PRESENCE OF: PRINCIPAL WITNESS TITLE SURETY WITNESS TITLE ~., Q .. ~ C:.;.> ;c::o ~ 0 -;,. _.",- C) -, -n ~..~) - - :-..~'G +:"" - '--1 i"-:', " : I, ~~ -". ..,-, ,j - 5> .. .- w PB-2 GENERAL CONDITIONS r::/I - CAMP CARDINAL ROAD I .J..... n SITE PREPARATION PROJECT Z2!JI,ocr - , 14 " PH I: 113 1. DEFINITIONS !O~f/': / i"CL:.F,'i( , C.'!' 'j "Owner" and "City" shall mean the City of Coralville, Iowa, acting through its City'coJrodtV4 and their duly authorized agents. "Engineer" shall mean the City Engineer for the City of Coralville, Iowa, or his/her authorized representative. "Contractor" shall mean the Contractor under Contract with the City to perform the work, or his/her authorized representative. "Work" and "Projecf' shall mean work to be done and equipment, supplies and materials to be furnished under the contract unless some other meaning is indicated by context. 2. FORM OF TECHNICAL SPECIFICATIONS Omissions of words or phrases such as "the Contractor shall", " in conformance with", "shall be", "as noted on the plans", "according to the plans", "a", "an", "the" and "all" are intentional, and the Contractor must supply omitted words or phrases by inference. 3. COPIES OF PLANS AND SPECIFICATIONS After award of the Contract, the Engineer will furnish the Contractor with three (3) sets of plans and specifications. Additional copies can be obtained by contacting the Engineering Department. 4. CODES AND STANDARDS The Standard Specifications for Highway and Bridge Construction, Series of 2001 of the Iowa Department of Transportation, as modified shall apply to this work insofar as applicable and except as modified herein; said specifications shall hereinafter be referred to as the "Standard Specifications.. Where references are made to .Contrae!ing Authority" or "County" in the Standard Specifications, it shall mean the City of Coralville. The following regulations or the latest revisions thereof are adopted by reference and the Contractor shall be responsible for conformance to the same. 1. The Federal Occupational Safety and Health Act of 1970. 2. "Coralville Building Code". The Contractor shall comply with all applicable laws of the City of Coralville and shall be responsible for payment of fees for any permits and licenses required. In the event of a conflie! between various codes and manuals the more stringent requirements shall be followed. 3. "Coralville Design Standards". The Contractor shall comply with the Coralville Municipal Design Standards 1999 Revision as they are written and when they differ from the Iowa Department of Transportation Standard Specifications. GC-1 ~ (:'/1 /'., ,il7' "'~/ ) 5. BID FORMS OYOtl/4 "j Q; Pit A The following forms: Form of Proposal, References and Bid Bond artp9 ,!l,in ,the I: 4 J Specification Book and additional loose copies are provided for lI1e11}1d~(f'>',- convenience. '- - /;, ,( /).il 'Uf;1(,q B. The Form of Proposal submitted by the Bidder shall have a typewritten or handwritten in ink, a bid for each bid item and all alternate bid items shown. C. If any item in the document's included in "A" above is left blank, it will be considered a major irregularity by the City of Coralville and shall be just cause for the entire bid not to be accepted, D. City of Coralville requires a list of Subcontractors with Form of Proposal at the time of the bid opening. The City of Coralville reserves the right to review and approve any and all Subcontractors, 6. ORDER OF CONSTRUCTION Traffic shall be maintained at all times during construction of this project 7. EMPLOYMENT PRACTICES Neither the Contractor nor his/her subcontractors shall employ any person whose physical or mental condition is such that his/her employment will endanger the health and safety of him/herself or others employed on the project or the general public. The Contractor shall not commit any of the following employment practices and agrees to include the following clauses within any subcontracts: A. To discharge from employment or refuse to hire any individual because of sex, race, color, religion, national origin, sexual orientation, marital status, age or disability unless such disability is related to job performance of such person or employee. B. To discriminate against any individual in terms, conditions, or privileges of employment because of sex, race, color, religion, national origin, sexual orientation, marital status, age or disability is related to job performance of such person or employee, 8, INSURANCE The Contractor shall provide and maintain insurance throughout the construction period in the following minimum amounts: A, Workman's compensation and occupational disease insurance in accordance with laws of the State of Iowa covering all employees who perform any obligations assumed under the contract B, Public liability and property damage liability insurance covering all operations under the contract; limits for bodily injury or death not less than $1,000,000 for one person and $2,000,000 for each accident; for property damage not less than $1,000,000 for each accident and $2,000,000 aggregate for accidents during policy period. Such insurance shall name the owner as "Additional Insured" under the policy as well as the contractor. (See Exhibit "A" below for the language). C, Automobile liability insurance on all self-propelled vehicles used in connection with the contract, whether their own, non-owned or hired; public liability limits of not less than $500,000 for one person and $1,000,000 for each accident; property damage limit of $250,000 for each accident or a combined single limit of $1,000,000, GC-2 OWners shall have the right at any time to require public liability insurance and/or F! I r-- . property damage liability insurance greater than that specified in the above ,I / - r ': paragraphs. If required, the additional premium or premiums payable shall be ,al!;<;led '-' to the bid price. "J"'I CC r /4 P/1 /: 43 The Contractor shall furnish Certificates of Insurance to the Engineer made in favoc~ the Owner showing compliance with the foregoing requirements. IQi A!: I v ~/'l EXHIBIT "A" "The Companies affording coverage and the Additional Insured, City of Coralville, Johnson County, Iowa, expressly agree and state that the purchase of this policy of insurance by the Insured and the listing of the City of Coralville as an Additional Insured hereunder do not waive any of the defenses of govemment immunity available to the Additional Insured under Iowa Code Section 670.4 as it now exists and as it may be amended from time to time. The Companies and the Additional Insured further agree that this policy of insurance shall cover only those claims not subject to the defense of government immunity under Iowa Code Section 670.4 as it now exists and as it may be amended from time to time. The Additional Insured shall be responsible for asserting any defense of government immunity, and may do so at any time and shall do so upon the timely written request of the Companies. The Companies shall not deny coverage under this policy and the Companies shall not deny any of the rights and benefits accruing to the Insured or the Additional Insured under this policy for reasons of government immunity unless and until a court of competent jurisdiction has ruled in favor of the defense(s) of government immunity asserted by the Additional Insured." 9. WORK DURING AN EMERGENCY The Contractor shall perform any work and shall furnish and install any materials and equipment necessary during an emergency endangering life or property, In all cases, the Contractor shall notify the Engineer of the emergency as soon as practicable, but the Contractor shall not wait for instructions before proceeding to properly protect both life and property. The Contractor shall make available to the Owner a list of supervisors and key personnel who would be responSible on any given emergency and be on call for any given 24 hour period. The person on call shall be able to respond as soon as possible. 10. EXPOSING UTILITIES The Contractor shall expose all utilities at the request of the Engineer for purposes of investigation. This work shall be considered incidental to the contract and no additional compensation shall be granted. GC-3 11. LOCATION OF UTILITIES Fll r-... "., ' -~.., I ,..; 'I The Contractor shall be responsible for contacting all utilities public or Private{Jc~~, . Contractor is responsible to ascertain whether any additional facilities other than thos 1 14 p' shown on the plans may be present. It shall be the Contractors responsibility to ke~, if /: L utilities informed as they proceed on the project, weekly if not daily. Any cost or. ) ,. 13 for damages to any utility shall be the Contractor's responsibility. The cont~ct' .~ is~ c' .J::. ':iI' advised to use the 'ONE-CALL" system in order to minimize damage to buried lines and"c I!;' /e),' to follow the guidelines for uniform temporary marking of underground facilities according , V1~ to ULCC Uniform Color Code utilizing ANSI Standard Z53,1 Safety Colors. This shall be considered incidental to the contract and no additional compensation shall be granted. 12. WASTE SITES All waste material shall be hauled to site approved by the City Engineer or to the Iowa City Landfill. Hauling and disposal costs shall be included in the contract cost and not paid by the City as a separate item. 13. RELEASE OF CLAIMS The Contractor shall deliver to the Owner a complete release of all claims arising out of this contract before the retained percentage or the final estimate is paid. If any claim remains unsatisfied after all payments are made, the Contractor shall refund to the Owner such amounts as the Owner may have been compelled to pay in discharging such claims including all costs and a reasonable attorney's fee. 14. MINOR WORK Any minor work not specifically mentioned in the Specifications or shown on the plans, but obviously necessary for the proper completion of the work shall be considered as being a part of and included in the contract and shall be executed in the proper manner and the Contractor shall not be entitled to extra or additional compensation for the same. 15. SUBSTANTIAL COMPLETION DATE Except for such work as may be required to properly maintain lights and barricades, no work shall be permitted on Sundays or legal holidays without specific permission of the Engineer. The Substantial Completion Date for this project is March 30, 2005. Work shall be performed between 7:00 AM and 9:00 PM. The City of Coralville is requiring that the Contractor shall notify the residents in the general area, in writing, that this work will be performed late at night or during the early morning hours, and that a copy of this notice is on file at the Engineering Department at each occurrence. 16. TREE AND SHRUB PROTECTION Trees and/or shrubs not marked for removal on the plans shall be protected from injury through change of ground level or damage by equipment or heavy machinery, Following construction, unless the plans show othelWise, the original ground level shall be restored. Trees within the construction limits shall be protected by an armor of four (4) foot high 2 x 4's wired around the trunk, Where it becomes necessary to remove trees and shrubs not marked for removal on the plans, consultation with the Engineer is required prior to continuing work, to determine method of removal. Contractor shall not park vehicles or store equipment and materials on bare ground under the drip line of trees to avoid damage to root systems. Construction fence to protect shrubs and trees on the project site shall be considered incidental work. GC-4 Fjl r....,-. 17. MAINTENANCE AND CONTROL OF TRAFFIC l!7Jo/ DC l' /~/) All signs and barricades within and beyond the project area deemed appropriate by the /4 P'I Engineer will be the responsibility of the Contractor. The signs and barricades sh~(rIel!t '. '/: {, J the requirements of Article 1107.09 of the .Standard Specifications. except a ~e'n ,I, ' modified. . (}7" I! '''""'1 '1"/4 18. TERMINATION - ,y A. Termination of Convenience The City may terminate this contract, in whole or in part, at any time by written notice to the Contractor. The Contractor shall be paid its costs, including contract closeout costs and profit on work performed up to the time of termination. The Contractor shall promptly submit its termination claim to the City to be paid the Contractor. If the Contractor has any property in its possession belonging to the City, the Contractor will account for the same and dispose of it in the manner the City directs. B. Termination for Default Termination for default shall be as provide for in Sections 1108.09, 1108.10 and 1108.11 of the .Standard Specifications'. If it is later determined by the City that the Contractor had an excusable reason for not performing, such as a strike, fire, flood or events which are not the fault of or are beyond the control of the Contractor, the City, after setting up a new delivery of performance schedule, may allow the Contractor to continue work, or treat the termination as a termination for convenience. 19. APPROVED EQUALS The City reserves the right to postpone bid opening for its own convenience and to reject any or all bids. Changes to the specifications will be made by addendum. Contractors and subcontractors may make appointments to discuss these specifications. This, however, does not relieve them from the written, documented requests required by paragraph 4 below. Requests for approved equals, clarification of specifications, and protest of specifications must be received by the City, in writing, not less than five (5) full days before the date of scheduled bid opening. Any request for an approved equal or protest of the specifications must be fully supported with technical data, test results, or other pertinent information as evidence that the substitute offered is equal to or better than the specification requirement. The City's decision relating to requests under paragraph 4 above must be postmarked at least 2 full days before the date schedule for bid opening. 20. PROJECT PAYMENT Payment to the Contractor will be made as specified in the .Standard Specifications' Section 1109 except as amended herein. One Pay Estimate per month. 21. FINAL ACCEPTANCE AND PAYMENT Final Acceptance and payment for the project will be as specified in 'Standard Specifications' Section 1109 with the following exception: The Contractor shall submit GC-5 signed Lien Waivers (in triplicate) from his/her major suppliers and all subcontractors to the City before the final pay estimate and recommendation of acceptance of the project f:'/! will be made to the City Council. ?" , . .., l:-/) .:.//(j/ .., 22. EXISTING STREET SIGNS 'IOCr ! 4 The Contractor shall use extreme care around all existing signs that are in the 1la.1:~{l) " PI;!: 4 J area. If any of these signs are in the way, the City of Coralville Street Departm~rkiJllI r',/"::.!.!/.", remove the signs and reinstall as soon as the work is completed. Stop signs shall remain ." / I"' /;;:\ in place unless they interfere with construction. If Stop signs need to be removed, a " '.I"~/J portable sign will be placecl by the Street Department. Notify the Engineering Department prior to removal of any stop signs. 23. MAILBOXES It shall be the responsibility of the City of Coralville Street Department to relocate any and all mailboxes within the project limits where the street will be totally removed and replaced. In all other areas, the Contractor shall use extreme care to protect any and all mailboxes. 24. CHANGES Engineer shall have the right to make changes in location and quantities of work as may be deemed advisable without notice to sureties on Contractor's bond. No change shall be made under this paragraph which will increase or decrease total contract amount more than twenty percent (20%) of original contract price and no changes shall be made in plan of improvement that would necessitate additional or different construction process and equipment. Amount due Contractor shall be adjusted for changes in the following matter: Where unit prices have been bid, these unit prices shall be used to compute adjustment in compensation. Where no such unit prices have been bid, Engineer and Contractor shall negotiate a reasonable adjustment in Contractor's compensation. Limitations on compensation in "24. EXTRA WORK" shall apply to changes: Where compensation is negotiated. No changes shall be authorized unless they are shown on revised plans or in written instruction of the Engineer. Authorized changes in which require additional time to complete shall entitle Contractor to proportionate extension of time to completion which shall be determined by the Engineer. 25, EXTRA WORK Required extra work not specified under this contract shall be done at an agreed price satisfactory to Contractor and Owner, or on basis of actual cost of work plus not more than fifteen percent (15%) for Contractor's overhead and profit. Actual cost shall include expenses for equipment, materials, and labor and shall include no overhead items or profit. Where extra work is performed by a subcontractor, with approval of the Owner, there may be included the Contractor's actual cost plus ten percent (10%) for subcontractor's profit. The term "extra work" as used herein shall not be construed to apply to changes described in "23. CHANGES". No compensation shall be allowed Contractor for extra work unless such work has been authorized in writing and approved by the Engineer. GC-6 Contractor shall submit a statement of costs to the Engineer for approval when extra work Is performed on an actual cost plus basis. After such statement is approved, the Engineer shall certify its correctness. 26. MATERIAL TESTING The City of Coralville's Testing Consultant will perform material testing services. 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" STATION - 68'00 ~[O I ~ C)- ,.., ':::;,- - :;; ~);.- - 1"'1 ~ " ; g g; --0~, -n Tl ~ 0-'.' ::.: .--, fl -...;: /~ i....._/ ~ ":7 fj CAMP CARDINAL ROAD SITE PREPARATION " o ~ REVISION DATI BY o ~ SITE PREPARATION CORALVILLE,IOWA AND IOWA CITY,IOWA _ BJW """"' "" R"V ..... '''. (JI (') Teebaiel.aa: TWF Dak< 10/04/04 new BIt: PI: ::tI 0006 BO~G STREET 8 W ANUNr,101fA MAUl'JIU,JIJ1lBOIJ1U ~ S N V D E R & ASS 0 C I ATE S I CI!DAR RAPlDS"OW"~ I .=-:.. ..=-_ _'.'03.0827 005 ~ 3l9-36s--e3H ~ f1I.aI4-6III Pl... N.. CRO-264 . i~2 _0 ~I i ~ "".</1: C,<y'::/flv, ~ S.,. l[ ,.r,o~ ~ 0 CAMP CARDINAL ROAD SITE PREPARATION '" " Cl 0> DAn n ~ REVl810N' 0 ~ SITE PREPARATION CORALVILLE, IOWA AND IOWA CITY, IOWA __ BJW .,........ "" ."V ..... 1". 0> T~ TWF 0.- 10/04/04 n.1d 1110: .. 0 ANBNtIOlr.t. ~mu.&"""""" " SNYDER & ASSOCIATES 500li BOWLING B1'REET S.W. ...-.- - ~ No. 103.0827 '? 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N'_ '103.0827 AnANnC, IOW'A fff.~JU&!lOlIRl 0,08 -- ~ ".No CRD-26. CAMP CARDINAL ROAD SITE PREPARATION 0 SHEET REVISION Mn '" 0 POND PREPAREATION CORALVILLE,IOWA AND IOWA CITY,IOWA __ BJW "'""'"".,. RMV ...... '''. to T........ TWF' o.w. 10104/04 F\eld Bill Pa: 5006 BOWLlN'G STREET B.W. ANBN1';JOW'A ............."""""" & ASS 0 C I ATE S I CEDAR =...... I .~ - ~ MOl 1003.0827 A7LtNITC,JUII'A n'.~Mr88OOJU 0.09 ~ ~ n._ CRO-264 NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT AND ESTIMATED COST FOR THE CAMP CARDINAL ROAD SITE PREPARATION PROJECT IN THE CITY OF IOWA CITY, IOWA TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO OTHER INTERESTED PERSONS: Public notice is hereby given that the City Council of the City of Iowa City, Iowa, will conduct a public hearing on plans, specifications, form of contract and estimated cost for the construction of the Camp Cardinal Road Site Preparation Project in said city at 7:00 p.m. on the 1 gth day of October, 2004, said meeting to be held in the Emma J. Harvat Hall in the 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 . .._..~~-_..",...,--~---"-"-'~"'-- ---- r i ~? . , Prepared by: Ron Knoche, City Engineer, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5138 RESOLUTION NO. 04-291 RESOLUTION APPROVING PLANS, SPECIFICATIONS, SPECIAL PROVISIONS, FORM OF CONTRACT AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE CAMP CARDINAL ROAD SITE PREPARATION, ESTABLISHING AMOUNT OF BID SECURITY TO ACCOMPANY EACH BID, DIRECTING CITY CLERK TO PUBLISH ADVERTISEMENT FOR BIDS, AND FIXING TIME AND PLACE FOR RECEIPT OF BIDS. WHEREAS, this project will be bid by the City of Coralville; and WHEREAS, bids will be accepted on November g, 2004 at 2:00 p.m. by the City of Coralville, Iowa; and WHEREAS, notice of public hearing on the plans, specifications, special provisions, form of contract and estimate of cost for the above-named project was published as required by law, and the hearing thereon held. NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA THAT: 1. The plans, specifications, special provisions, 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 10% (ten percent) of bid. 3. The City Clerk is hereby authorized and directed to publish notice for the receipt of bids by the City of Coralville for the construction of the above-named project in a newspaper published at least once weekly and having a general circulation in the city. 4. Bids for the above-named project are to be received by the City of Coralville, Iowa, until 2:00 p.m. on the gth day of November, 2004, or at a later date and/or time as determined by the City of Coralville, with notice of said later date and/or time to be published as required by law. Thereafter the bids will be opened by the City of Coralville, and thereupon referred to the Council of the City of Iowa City, Iowa, for a recommendation of action upon 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 16th day of November, 2004, 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. Passed and approved this 19th day of October ,20 04 ~~~.//. ;;fd - AYOR ~dbY ATTEST:~~ I( . ~/ J. ~ 10,/1 ~f)tf CI LERK City Attorney's Office . Pwenglreslcamp cardinal road prep.doc Resolution No. 04-291 Page 2 It was moved by o I Donne 11 and seconded by Vanderhoef 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 -~~~-~- - ADVERTISEMENT FOR BIDS CAMP CARDINAL ROAD SITE PREPARATION PROJECT a.k.a. CAMP CARDINAL ROAD PRELIMINARY CLEARING PROJECT 2004 The Camp Cardinal Road Site Preparation Project is a joint project involving both the City of Coralville and the City of Iowa City. Sealed proposals will be received by the City Clerk of the City of Coralville, Iowa, until 2:00 PM, November 9, 2004, and opened immediately thereafter by the Coralville City Engineer. The City Council for Iowa City will consider and make a recommendation on said proposals at a meeting to be held in Emma J. Harvat Hall City Hall Iowa City Iowa on November 16, 2004 or at such later time and place as may be scheduled. Proposals will be acted upon by the City Council for Coralville at a meeting to be held in the Coralville Council Chambers at 7:00 PM on November 9, 2004 or at such later time and place as may then be fixed. The work will involve the following: tree clearing and erosion control and all other work as included in the plans and specifications. All work is to be done in strict compliance with plans and specifications prepared by Snyder & Associates, Inc., which have heretofore been approved by the Coralville City Council and the City Council for Iowa City and are on file for public examination in the City Clerks' offices. Whenever reference is made to the .Standard Specifications," it shall be the .Standard Specifications for the Series of 2001 Highway and Bridge Construction" of the Iowa Department of Transportation, as modified. Each proposal shall be completed on a form furnished by the City of Coralville and must be accompanied in a sealed envelope, separate from the one containing the proposal, by either of the following forms of bid security; (1) a certified or cashier's check drawn on a solvent Iowa bank or a bank chartered under the laws of the United States or a certified share draft drawn on a credit union in Iowa or chartered under the laws of the United States, in an amount equal to 10% of the bid, (2) a bid bond executed by a corporation authorized to contract as a surety in the State of Iowa, in a penal sum of 10% of the bid. The bid security shall be made payable to the Treasurer of the City of Coralville, Iowa, and shall be forfeited to the City of Coralville as liquidated damages in the event the successful bidder fails to enter into a bond satisfactory to the City insuring the faithful performance of the contract and maintenance of said work, if required, pursuant to the provisions of this notice and the other contract documents: Checks of the lowest two or more bidders may be retained for a period of not to exceed fifteen (15) days until a contract is awarded or rejection is made. Other checks will be returned after the canvass and tabulation of the bids is completed and reported to the Coralville City Council. The City of Coralville will issue a sales tax exemption certificate for all materials purchased on the project. The City of Coralville will issue the appropriate tax exemption certificates and authorization letters to the Contractor and all subcontractors completing work on the project. Tax exemption certificates are AB-l -~_._-~--- ----.-.------------"-----.----- applicable only for the specific project for which the tax exemption certificate is issued. Contractor shall provide a listing to the City of Coralville identifying all appropriate subcontractors qualified for use of the tax exemption certificate. Contractor and subcontractors may make copies of the certificate and provide to each supplier providing construction material a copy of the tax exemption certificate. Payment to the Contractor will be made as specified in the "Standard Specifications" Section 1109. The successful bidder will be required to furnish a bond in an amount equal to one hundred percent (100%) of the contract price, said bond to be issued by a responsible surety approved by the Coralville City Council and shall guarantee the prompt payment of all materials and labor and protect and save harmless the City of Coralville from claims and damages of any kind caused by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of one year from and after its completion and acceptance by the City of Coralville. The following limitations shall apply to this project: Starting Date: December 1, 2004 Substantial Completion By: March 30, 2005 Liquidation Damages: $500/day The plans, specifications and proposed contract documents may be examined at the office of the Coralville City Clerk or the City Clerk of Iowa City. Copies of said plans and specifications and form of proposal blanks may be secured at the office of Snyder & Associates, Inc., 5005 Bowling Street SW, Cedar Rapids, Iowa 52404, by bona fide bidders. Return all plans and specifications to the City Engineer's office in good condition within fifteen (15) days after the opening of bids. Prospective bidders are advised that the City of Coralville desires to employ minority contractors and subcontractors on City projects. The Coralville City Council reserves the right to reject any and all bids, to waive technicalities or irregularities and to enter into such contract as it shall deem to be to the best interests of the City. The City Council for Iowa City also reserves the right to reject any and all bids. The Coralville City Council reserves the right to defer acceptance of any proposal for a period not to exceed thirty (30) calendar days from the date of receiving bids. The Contractor awarded the contract shall submit, before starting construction, a list of proposed subcontractors along with quantities, unit prices and dollar amounts that each subcontractor will perform. If no minority business enterprises (MBE) are utilized, the Contractor shall furnish documentation of all efforts to recruit MBE's. A listing of minority contractors is available and can be obtained from the City Engineer's Office. By virtue of statutory authority, preference will be given to products and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa Statutes. The Iowa Reciprocal Preference Act (SF 2160) applies to the contract with respect to bidders who are not Iowa residents. Published upon order of the City Council of Coralville, Iowa and the City Council for Iowa City, Iowa.. Marian Karr, City Clerk for Iowa City AB-2 --------_.__._.__..._.-_._.._..-.--_._._.._..._~------- Printer's Fee S I'D./Y CERTIFICATE OF PUBUCATION STATE OF IOWA. JOHNSON COUNTY. SS: THE IOWA CITY PRESS-CITIZEN FED. ID #42-0330670 OFFICIAL PUBLICATION NOTICE OF PUBLIC HEARING ON I, PLANS, SPECIFICATIONS, FORM OF CONTRACT AND ESTIMATED COST Linda Krotz, being duly sworn, say FOR THE CAMP CARDINAL ROAD SITE that I am the legal clerk of the IOWA PREPARATION PROJECT IN THE CITY OF IOWA CITY, IOWA CITY PRESS-CITIZEN, a newspaper TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO OTHER published in said county, and that a INTERESTED PERSONS: Public notice is hereby given that the notice, a printed copy of which is City Council of the City of Iowa City, Iowa, will con-duct a public hearing on plans: hereto attached, was published in specifications, form of contract and esti- said paper J time(s), on the mated cost for the con-struction of the Camp Cardinal Road Site Preparation Project in said city at 7:00 p.m. on the following date(s): 19th day of October. 2004, said meeting ~c..~, k", V I '-i . d-tint( to be held in the Emma J. Harval Hall in the 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 con- tract and estimated cost are now on file ~4 in the office of the City Clerk in City Hall in Iowa City, Iowa, and may be inspected by any interest-ed persons. Legal Clerk Any interested persons may appear at said meeting of the City Council for the purpose of making objections to and Subscribed and m to before me comments concerning said plans, sped- fica-tions, contract or the cost of making this l '-1/-1.. dayo !.-ehreJl) said improvement. This notice is given by order of the City A.D. 20 (j{ . Coun-ciJ ~ City of Iowa City, Iowa and aD04<P~ aspl'C)yjd, __ ~~ _ MARIAN K. KARR, CITY CLERK 58552 October 14, 2004 Notary Public ~ ORLENE MAHER f ~ commission Number 11.. My Commlol1on Expl_ ... Ap~12,2005 ----,_..._-----,------_._-----_..--_._--~--~---- 1111111~~~IIII~IWIU~~.~I~I~II~ml~11 Doc ID: 019290~70004 Tvoe: GEN Recorded: 10/25/2004 et 08:27:32 AM Fee Amt: 127,00 Paae 1 of 4 Johnson Countv Iowa Kim Painter Countv Recorder BK3808 PG376-379 f~~ Prepared By: Mitctlel T. Behr, Asst. City Attomey, City of Iowa City, 410 E Washington St., Iowa City, lA, 52240: 319.356.5030 SPACE ABOVE THIS LINE FOR RECORDER Address Tax Statements: City of Iowa City; 410 East Washington Street, Iowa City, IA 52240 WARRANTY DEED For the consideration one (1) Dollar(s) and other valuable consideration, Donald Pirkl and Patricia A. Pirkl, husband and wife, and Keith Pirkl and Barbara Pirkl, husband and wife (Grantors), do hereby Convey to The City of Iowa City, Iowa, a municipal corporation (Grantees), the following described real estate Johnson County, Iowa: A parcel of land located in the West 1/2 of the Southwest 1/4 of Section 7, Township 79 North, Range 6 West of the 51h Principal Meridian, Johnson County, Iowa, consisting of .63 acres, depicted and described as "Acquisition" on the acquisition plat attached hereto and incorporated herein by this reference. Said parcel is acquired as right-of-way for the Camp Cardinal Road Project. The original of said plat is recorded at Plat Book L\ 'il ,Page \?O with the Johnson County Recorder. This property is being acquired for public purpose through eminent domain and a Declaration of Value is not required, Iowa Code Section 428A.1 Grantors do Hereby Covenant with grantees, and successors in interest, that grantors hold the real estate by title in fee simple; that they have good and lawful authority to sell and Convey the real estate; that the real estate is free and clear of all liens and encumbrances except as may be above stated; and grantors Covenant to Warrant and Defend the real estate against the lawful claims of all persons except as may be above stated. Each of the undersigned hereby relinquishes all rights of dower, homestead and distributive share in and to the real estate. Words and phrases herein, including acknowledgment hereof, shall be construed as in the singular or plural number, and as masculine or feminine gender, according to the context. IJ~ filA. ~d ;';:.z/t' f-:u Donald Pirkl Keith Pirkl b ()I'K-,.J )Ar<! ~[;J~ . Barbara Pirkl Patricia A. Pirkl ---..----, - ---_.---....-._--_._-~.,~.._-~--~~-,,-_.-_._-~----,-----_.---" STATE OF IOWA ) )ss: JOHNSON COUNTY ) On this~ day of ~~ , 2003, before me, the undersigned, a Notary Public in and for the above-named county and state, personally appeared Donald Pir!d, to me known to be the identical person named in and who executed the within and foregoing instru t, and acknowledg t at he executed the same as his voluntary act and deed, .t KANOIE K, BRiscoe Commission Number 182406 My Commission Expire. December 6 2004 STATE OF IOWA ) )ss: JOHNSON COUNTY ~ On this ~ day of , 2003, before me, the undersigned, a Notary Public in and for the above-named county and state, personally appeared Patricia Pirkl, to me known to be the identical person named in and who executed the within and foregoing instrument, d acknowled t she executed the same as her voluntary act and deed, t KANDIE K. BRISCOE Commission Number 182406 My Commission Expires ow December 6 2004 STATE OF IOWA ) )ss: JOHNSON COUNTY ) On this 4fk day of ~ , 2003, before me, the undersigned, a Notary Public in and for the above-named county and state, personally appeared Keith Pirkl, me known to be the identical person named in and who executed the within and foregoing instrum , and ack owl e that he executed the same as his voluntary act and deed. t KANDIE K, BRISCOE Commission Number 182406 My Commission Expires ow December 6 2004 STATE OF IOWA ) )ss: JOHNSON COUNTY ) Ori this ~ day of Q:tz:ter, 2003, before me, the und signed, a Notary Public in and for the above-named county and state, personally appeared Barbara P' , to me kno t e the identical person named in and who executed the within and foregoing in ent, nd ac 0 ed that she executed the same as her voluntary act and deed. t KANDIE K, BRISCOE Commission Number 182406 My Commission Expires ow December 6,2004 -- ---_.._----~---~-------_..,_._--"_..,--_.._-"._~.."--_.~--~--"-----_._--"._-'"--_.- _._..._----,--,-".--- __ __",~'_"._.M'_ "'__.__""__m_.'._ _ ._.___ __,_._.____"_ ACQUISITION PLAT SEE SHEET 2 FOR LEGAL OESCRIPTIOIN t}~ ~Ed/t7~?~ ill N4Jo19'56"E 106.25' FOUND eM (%) 546040'04"[ 20.00' <J> $43019'S6"W 91.58' I @) NB2056'15"W 24.81' 20' PE MNIlENT <ID 546040'04"( 5.00' STOR SEWER @ N820S6'lS"W 15.08' ~EASE P';;NT OF i2I N8'"5.'15"W '1.04' BEGINMNC TEIdPORAR EASEMENT f ~ @ ,. POINT SW fR\.. , ~ PERM NT PI 'fl ~~l 7-19-6 ~ ~ I ~E~Tm ~ 'I ~lK 0 , r 370.56' f ~ '!:;:- :145.75' ''TOpo ..... 30.6B' C'~~~e-o N S82"S6'IS"E '1{ ~ _ 391.60' MI,R "OAe --- ~X1:i:"E 86.44'---- N82"56'15"W 60.92" ~ $7"31'45"[ 96.31' ~ f.... POINT OF BEGINNlN ~ & ';;i FOR ACQUISITION ..~. 3 VARIABLE ::; p ,.., 587 oN 0 TEMPORARY ~ :z <<I 63.71' EASEMENT ~ ~ ~ 2'8 ROW Z / ",OK'" 'I ,,_~ --- '-SE OR Sf COR FRL sw~j \. C SEe 7-79-6 ~ SEe 7-79-6 CALCUlATED FOO IRON PIN CURVE: TABLE: CURVE NO. DELTA RADIUS ARC LENGTH TANGENT CHORD BEARING/DISTANCE A-I 62"23'40" LT 760.00' 827.63' 460.22' 556. 24' '2" E 787,34' B-1 lS.18'03"RT 830.00' 265.11' 133.69' 5 23- 00' 03" E 263.98' I hereby certify that tnls EnoineerlnQ or Land Surveying Ooc..-nt was prepored by me or I.nder my direct supervision and that I CIII 0 duly Licensed Professional Enoineer ond Lond SU"'"veyor under the La_ of the State of Iowa. Illy II cense renewo I dote Is Oecentler J 1. 2004 POOlS or Ilheets cov..ecl by this seal: o 300 SHEETS 1 ANI) 2 I SCAlE (FEET) JIi/'7.../JOf Date CAMP CARDINAL ROAD SHEET 1 IF 2 PARCEL 17 - PIRKL ~:: '::;~:~7 R SNYDER & AsSOCIATES SOl S.'. ORAlA8OR ROAD DATE: 03/24/04 c.J Engineers and Planners ANKENY. IA 50021 ISIS! 964-2020 TECH: JBP WA YlOJ. 2\ -Pf1i}~ .... - ----- --..--. ~-'~~"---'-,--,,- -_....__._..~-~_.~- "-'-'-'~"~- -.---.-------.-....-. ..._-,- - --.- -~---------~-_._-~-----~.__.- ACQUISITION PLAT ACQUISITION DESCRIPTION A PART OF THE WEST 112 Of THE SOUTHWEST fRACTIONAl 1/4 OF SECTION 7, TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE 5TH P.M., JOHNSON COUNTY, rowA AND DESCRIBED /4S fOllOWS: COMMENCING AT THE SOUTHEAST CORNER Of SAID SECTION 7: THENCE NORTH 1'"02'45" WEST AlONG TIi! WEST LINE Of SAI) SOUTHWEST fRACTIONAl 1/4, A DISTANCE Of 679.57 fEET; THENCE NORTH 86"57'15" EAST, 86.44 FEET TO THE EASTERLY RIGHT-Of-WAY LINE OF HIGHWAY 218; THENCE SOUTH 82"56'15" EAST AlONG SAID [ASTERl Y RIGHT-OF-WAY LH:,391.60 FEET; THENCE SOUTH 71031'4$" EAST CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAY UNE, 95.31 F"EET TO THE POINT Of BEGINNING, THENCE SOUTH 87036'03" EAST, 63.71 FEET; THENCE SOUTHEASTERLY ALONG A CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS IS 760.00 FEET, WHOSE ARC LENGTH IS 527.63 FEET AND WHOSE CHORD BEARS SOUTH 56024'12" EAST, 7S7.34 FEET TO SAlO EASTERLY RIGHT-OF-WAY lINE: THENCE NORTH 43024'45" WEST ALONG SAID EASTERLY RIGHT-OF-WAY liNE, 398.52 FEET: THENCE NORTH 71-31'45" WEST CONTf.lUlNG ALONG SNQ EASTERLY RIGHT-OF-WAY LINE, 469.79 FEET TO THE POINT OF BEGINNING ANO CONTAINING 0.63 ACRES (27,453 S.FJ. PROPERTY SUBJECT TO ANY AND All EASEMENTS OF RECORD. PERM~NT STORM SEWER EASEMENT DESCRIPTION A PART OF TIoE WEST 1/2 OF THE SOUTHWEST FRACTIONAl 1/4 OF SECTION 7, TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE 5TH P.M., JO~SON COUNTY, IOWA AND DESCRIBED AS FOllOWS: COMMENCING AT THE SOUTHEAST CORNER OF 5}JQ SECTION 7: THENCE NORTH l"O2'45" WEST AlONG Tl-E WEST lM: OF SAID SOUTHWEST FRACTIONAL 1/4, A OISTNiCE OF 879.57 FEET; Tl-ENCE NORTH 88"57'15" EAST, 86,44 FEET TO THE EASTERLY RIGHT-OF-WAY LINE OF HGHWAY 218: THENCE SOUTH 82"56'15" EAST ALONG SAID EASTERLY RIGHT-OF -WAY llNE,345.75 FEET TO THE POINT OF BECINNING: THENCE NORTH 43-19'56" EAST, 106.25 FEET: THENCE SOUTH 46040'04" EAST, 20.00 FEET; THENCE SOUTH 43"19'56" WEST,91.58 FEET TO SAID EASTERLY RIGHT-Of-WAY liNE: THENCE NORTH 82"56'15" WEST, 24.81 FEET TO THE POINT OF BEGINNING AND CONTAINING 1,978 S.F. TEMPORARY EASEMENT DESCRIPTION A PART OF THE WEST 1/2 OF THE SOUTHWEST FRACTIONAl.. 1/4 OF SECTION 7, TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE STH P.M., JOHNSON COUNTY,IOWA AND DESCRIBED AS FOllOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 7: THENCE NORTH 1"02'45" WEST AlONG THE WEST LINE OF SAID SOUTHWEST FRACTIONAL. 1/4, A DISTANCE OF 879.57 FEET: THENCE NORTH 88057'\5" EAST, 86.44 FEET TO THE EASTERLY RIGHT-Of-WAY lINE OF HIGHWAY 218; THENCE SOUTH 82"56'15" EAST AlONG SAID EASTERLY RIGHT-Of-WAY LINE,330.68 FEET TO THE POINT OF BEGIN~G: THENCE NORTH 46"53'18" EAST, 115.40 FEET: THENCE SOUTH 46-40'04" EAST, 5.00 FEET: THENCE SOUTH 43-19'56" WEST, 106.25 FEET TO SAID EASTERLY RIGHT-Of-WAY lINE; THENCE NORTH 82-S6'15" WEST AlONG SAID EASTERLY RIGHT-OF-WAY LINE,15.0S FEET TO THE POINT OF BEGINNING "'0 A PART OF THE WEST 1/2 OF THE SOUTHWEST FRACTIONAl 1/4 OF SECTION 7, TOWNSHIP 79 NORTH, R~E 6 WEST OF THE 5TH P.M., JOHNSON COUNTY,IOWA AAO DESCRIBED AS FOllOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 7: THENCE NORTH 1"02'45" WEST ALONG THE WEST lINE OF SAID SOUTHWEST FRACTIONAl 1/4, A DISTANCE OF 879.57 FEET: THENCE NORTH 88"57'15" EAST, 86.44 FEET TO THE EASTERLY RIGHT-OF-WAY LINE OF HIGHWAY 218: THENCE SOUTH 82-56'15" EAST ALONG SAID EASTERLY RIGHT-OF-WAY llNE,370.56 FEET TO THE: POINT OF BEGINNING; THENCE NORTH 43-19'56" EAST, 91.58 FEET; THENCE SOUTH 20-:28'54" EAST,90.76 FEET; THENCE SOUTH 87'"16'15" EAST, 122.40 FEET; THENCE NORTH 67"7'15" EAST, 149.57 FEET~ THENCE SOUTH 74"55'20" EAST, 24,08 FEET: THENCE SOUTH 24-36'07" EAST, 65.05 FEET; THENCE: SOUTH 62"50'53" EAST,2JJ.94 FEET; THENCE SOUTH 39.,7'39" EAST, 170.78 FEET; THENCE SOUTH 56-36'31" EAST, 150.07 FEET; THENCE SOUTHEASTERLY AlONG A CURVE CONCAVE SOUTHWESTERlY WHOSE RADIUS IS 830.00 FEET, WHOSE ARC lENGTH IS 265.11 FEET AND WHOSE CHORD BEARS SOUTH 23"00'03" EAST, 263.98 FEET TO SAID EASTERlY RIGHT-OF-WAY lINE: THENCE NORTH 43"24'45" WEST,172.04 FEET~ THENCE NORTHWESTERLY AlONG AlONG A CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS IS 760.00 FEET. WHOSE MC LENGTH IS 827.63 FEET N<4D WHOSE CHORD BEARS NORTH 56"24'12" WEST, 787.34 FEET: THENCE NORTH 87-36'03" WEST, 63.71 FEET: THENCE NORTH 71-31'45" WEST, 96.31 FEET; THENCE NORTH 82-56'15" WEST,21.04 FEET TO THE POINT OF BEGINNING AND CONTAINING 1.17 ACRES (51,056 S.F.l. LEGEND Survey Found ~ Sec tion Corner '" A 1/2 " Rebor. Cap. 11579 . 0 (Unless Otherwise Noted) ROW Marker . 0 ROW Rail :z: g Control Point 0CP Bench Mark ~ Plotted Distance P Measured Bearing &. Distance M Recorded As R Deed Distance 0 Calculated Distance C Minimum Protection Elevation MPE Centerline ------------- Sec tion Line --- 1/4 Section Line -- - - 1/, 1/4 Section Line - -- -- Easement line --------- CAMP CARDINAL ROAD SHEET 2 OF 2 f'ARCEL 17 - PIRKL PN: 103.0827 ~ FN: A-164.3 L. 1.3C;.0 SNYDER & AsSOCIATES 501 $,W, ORAlABOR ROAD CATE: 0.3/24/04 " Engineers and Planners ANKENY. IA 50021 (5151964-2020 TECH: J8P u'\KlWAI,.I' ",,'082t\1J.lU82/~2;2~~ .... .----.. __ __~.~_________. _ ______ M _._.~____"_"_M____ --^.->----..---.....--.-----.- ~-------~~------------- e" IS-~ Prepared by: Ron Gaines, Civil Engineer, 410 E. Washington St., Iowa City, IA52240 (319)356-5145 RESOLUTION NO. 04-320 RESOLUTION RECOMMENDING THE AWARD OF A CONTRACT BY THE CITY OF CORALVILLE, IOWA FOR CONSTRUCTION OF THE CAMP CARDINAL ROAD SITE PREPARATION PROJECT, AlKIAI THE CAMP CARDINAL ROAD PRELIMINARY CLEARING PROJECT. WHEREAS, Connolly Construction Inc. of Peosta, Iowa has submitted the lowest responsible bid of $194,980.00 for construction of the above-named project. WHEREAS, the City of Coralville, Iowa will be the contracting authority for the above 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 recommended to be awarded to Connolly Construction Inc., subject to the condition that awardee is deemed qualified by the City of Coralville, Iowa. 2. The City of Coralville, Iowa and/or the Mayor are hereby authorized to sign the contract for construction of the above-named project. Passed and approved this 16th day of November ,20 04 / ~ ~-#;./ ?J. IVfAYOR A oved by ATTEST:~) ~ ~A~ /I-/U-f)l( CI LERK It was moved by o I Donne 11 and seconded by Vanderhoef 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 pweng/reslcampcardawa rd. doc 8/04 OFFICIAL PUBLICATION Payment to the Contractor will be made ADVERTISEMENT FOR BIDS as specified in the "Standard CAMP CARDINAL ROAD Specifications~ Section 1109. The sue- SITE PREPARATION PROJECT cessful bidder will be required to furnish a.k.a. a bond in an amount equal to one hun- CAMP CARDINAL ROAD dred percent (100%) of the contract PRELIMINARY CLEARING PROJECT price, said bond to be issued by a Printer;s Fee $ fJL.j.'5i.., 2004 responsible surety approved by the Coralville City Council and shall guaran- The Camp Cardinal Road Site tee the prompt payment of all materials CERTIFICATE OF PUBUCATION Preparation Project is a joint project and labor and protect and save harmless involving both the City of Coralville and the City of Coralville from claims and the City of Iowa City. Sealed proposals damages of any kind caused by the STATE OF IOWA, will be received by the City Clerk of the operation of the contract, and shall also City of Coralville, Iowa, until 2:00 PM, guarantee the maintenance of the JOHNSON COUNlY, SS: November 9, 2004, and opened immedi. improvement for a period of one year THE IOWA CITY PRESS-CITIZEN ately thereafter by the Coralville City from and after its completion and accept- Engineer. The City Council for Iowa City ance by the City of Coralville. FED. ID #42-0330670 will consider and make a recommenda- The following limitations shall apply to tion on said proposals at a meeting to be this project: held in Emma J. Harvat Hall City Hall Starting Date: December 1, 2004 Iowa City Iowa on November 16, 2004 or Substantial Completion By: at such later time and place as may be March 30, 2005 I, scheduled. Proposals will be acted upon Liquidation Damages: $5oo/day Linda Krotz, being duly sworn, say by the City Council for Coralville at a The plans, specifications and proposed meeting to be held in the Coralville contract documents may be examined at that I am the legal clerk of the IOWA Council Chambers at 7;00 PM on the office of the Coralville City Clerk or November 9, 2004 or at such later time the City Clerk of Iowa City. Copies of said CITY PRESS-CITIZEN, a newspaper and place as may then be fixed. plans and specifications and form of pro- The work will involve the following: tree posal blanks may be secured at the office published in said county, and that a clearing and erosion control and all ot~r of Snyder & Associates, Inc., 5005 work as included in the plans and SpeCI- Bowling Street SW, Cedar Rapids, Iowa fications. 1 notice, a printed copy of which is All work is to be done in Itltict compli- 52404, by bona fide bidders. Return aU plans and specifications to the City hereto attached, published in ance with plans and specifications pre- Engineer's office in good condition within was pared by Snyder & Associates,lnc., fifteen (15) days after the opening of said paper / time(s), on the which have heretofore been approved by bids. the Coralville City Council and the City Prospective bidders are advised that AJ~wing date(s): Council for Iowa City and are on file for the City of Coralville desires to employ public examination in the City Clerks' minority contractors and subcontractors J-fY) f offices. on City projects. ~, Whenever reference is made to the The Coralville City Council reserves the (J u &m..b-ev" .Standard Specifications," it shall be the right to reject any and all bids, to waive . .Standard Specifications for the Series of technicalities or irregularities and to enter 2001 Highway and Bridge Construction" into such contract as it shall deem to be of the Iowa Department . of to the best interests of the City. The City Transportation. as modified. Council for Iowa City also reserves the y --1 f~ Each proposal shall be complet~ on a right to reject any and all bids. The form furnished by the City of Coralville Coralville City Council reserves the right and must be accompanied in a sealed to defer acceptance of any proposal for a Legal Clerk envelope, separate from the one con~in- period not to exceed thirty (30) calendar lng the proposal, by either of the follOWing days from the date of receiving bids. Subscribed and sworn to before me forms of bid security; (1) a certified or The Contractor awarded the contract cashier's check drawn on a solvent Iowa shall submit, before starting construction, this l-.or day of'71/r7~~ bank or a bank chartered under the laws a list of proposed subcontractors along of the United States or a certified share with quantities, unit prices and dollar A.D: 20 0 <-! . draft drawn on a credit union in Iowa or amounts that each subcontractor will per- chartered under the laws of the United form. If no minority business enterprises OJiUL-7h dA- States, in an amount equal to 10% of the (MBE) are utilized, the Contractor shall bid, (2) a bid bond executed by a corpo- furnish documentation of aft efforts to ration authorized to contract as a surety recruit MBE's. _ A listing of minority con- in the State of Iowa, In a penal sum of tractors is available and can be obtained Notary Public 10% of the bid. The bid security shall be from the City Engineer's Office. made payable to the Treasurer of the City By virtue of statutory authority, prefer- of Coralville, Iowa, and shall be forfeited ence will be given to products and provi- to the City of Coralville as Iiquidat~d sions grown and coal produced within the damages In the event the successful bld- State of Iowa, and to Iowa domestic der fails to enter into a bond satisfactory labor, to the extent lawfully required to the City insuring the faithful perlorm- under Iowa Statute~. The Iowa ance of the contract and maintenance of Reciprocal Preference Act (SF 2160) tjj ORLENE MAHER said work, if required, pursuant to the applies to the contract with respect to Commission Number 715848 provisions of this notice and the other bidders who are not Iowa residents. My Comml..lon Expires contract documents. Checks of the low- Published upon order of the City ... April 2, 2005 est two or more bidders may be retained Council of Coralville, Iowa and the City for a period of not to exceed fifteen (15) Council for Iowa City, Iowa.. days until a contract is awarded or ~eJec- tion is made. Other checks WIll be Marian Karr, returned after the canvass and-tabulation City Clerk for Iowa City of the bids is completed and reported to the Coralville City Council. 58581 November 1, 2004 The City of Coralville will issue a s~les tax exemption certificate for all matenals purchased on the project. The City of Coralville will issue the appropriate tax exemption certificates. and authorization letters to the Contractor and all subcon- tractors completing work on the p~oJect. Tax exemption certificates are applicable only for the specific project for which the tax exemption certificate is issued. Contractor shall provide a listing to the City of Coralville identifying all appropri- ate subcontractors qualified for use of the tax exemption certificate. Contractor and subcontractors may make copies of the certificate and provide to each supplier providing construction material a copy of the tax exemption certificate. -- -~- --~--,,---,-----,-,-,---"~-'"----~-'-'--'~- _."- -... .-.....---.--..-.---... _.__._~-_.._--~---- NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT AND ESTIMATED COST FOR THE CAMP CARDINAL ROAD EXTENSION PROJECT IN THE CITY OF IOWA CITY, IOWA TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO OTHER INTERESTED PERSONS: Public notice is hereby given that the City Council of the City of Iowa City, Iowa, will conduct a public hearing on plans, specifications, form of contract and estimated cost for the construction of the Camp Cardinal Road Extension Project in said city at 7:00 p.m. on the 22"" day of March, 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. My 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 ~,__._w,.___.____._,..,.___.....,.___,~..,_.____ --~~-' e... G:D Prepared by: Ron Gaines, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240. (319)356-5145 RESOLUTION NO. 05-96 RESOLUTION SETTING A PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE CAMP CARDINAL ROAD EXTENSION PROJECT, DIRECTING CITY CLERK TO PUBLISH NOTICE OF SAID HEARING, AND DIRECTING THE CITY ENGINEER TO PLACE SAID PLANS ON FILE FOR PUBLIC INSPECTION. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA: 1. That a public hearing on the plans, specifications, form of contract, and estimate of cost for the construction of the above-mentioned project is to be held on the 22nd day of March, 2005, at 7:00 p.m. in the Emma 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 day of March ,20 05 ~h/. ~ - MAYOR Approved by ATTEST:~~ K. ~ III~. ~ Hz--">(d$- CI CLERK City Attorney's Office Pwengfreslsetph-Ccardinal-ext.doc Resolution No. 05-96 Page 2 It was moved by Ba il ey 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 -~-~~~_.__._-~---- ___.__n'.___ ..~-_._----~ Engineering Department City of Coralville, Iowa .~ \'""., ('~'''' ~, ~ ''',;'C) \l . - .- - 'n '-1 ..._.l CORAL VI LLE co j.~ ~ Cf'o Plans, Specifications and Form of Contract CAMP CARDINAL ROAD EXTENSION PROJECT 2005 I hereby certify that this engineering document was I hereby certify that this engineering document was prepared by me or under my direct personal supervision prepared by me or under my direct personal supervision and that I am a duly Licensed Professional Engineer under and that I am a duly Licensed Professional Engineer under the laws ofthe State ofIowa the laws of the State ofIowa -t:d .$;yojP J 13 /vJl ~11t;$" Richard . Voelker, P.E. Date Brian ( Willham, P.E. ate License Number 13853 License Number 17122 My License Renewal Date is December 31, 2006 My License Renewal Date is December 31, 2005 PalZes Of sheets covered bv this seal: Pages or sheets covered bv this seal: 111...1... EXCEPT Z-I-l-t> 1-1- )-, ~-JrS't- /"./1;, <:;...1< / 3'7 ~ ) } . I hereby certify that this engineering document was I hereby certify that this engineering document was prepared by me or under my direct personal supervision prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under and that 1 am a duly Licensed Professional Engineer under the laws of the State of Iowa t e aws of the S ~~ ~N\~ YIO!ce Benjamm J. McAlister, P.E. Date Darin M. Ligtenber License Number 1693 1 License Number 14 My License Renewal Date is December 31, 2005 My License Renewal ate is December 31, 2006 Pages or sheets covered bv this seal: Pages or sheets covered bv this seal: 2.-I-Z.-J~ 3-1.1-' UM-I ) TABLE OF CONTENTS CAMP CARDINAL ROAD EXTENSION PROJECT 2005 TITLE PAGE(S} Notice of Public Hearing .............,............................,..,..............................,..............,PH-1 Advertisement for Bids..................,..,............................................,.........,.....AB-1 to AB-2 Bid Bond..... ,........... .............................. .......... ........... ...... ....... ................ ..... .............. BB-1 Proposal .,..........,........................,.....,...................,........,.....,....................,........ P-1 to P-3 Supplemental Schedule of Unit Prices- Traffic Signalization ...................................... SS-1 References .......,........,......,.......,..,..,......................,..,........,......,....................... R-1 to R-2 Contract ..... ......, .......................,.. ..............,......... ...... ..... ,.., .......... ,.,.. ..........., CF-1 to CF-2 Performance & Payment Bond ..................................................................... PB-1 to PB-2 General Conditions..................."......."........................................................GC-1 to GC-7 City of Iowa City Standard Specifications - Traffic Signals..................................... 1 to 39 City of Iowa City Standard Specifications - Water Main .......................................... WM-1 Soil Settlement Specifications ... ,.................. ..... ........... ,..... ...............,... .................,....... Special Provisions for Pond Construction......................................................2-1 to 2-15 Special Provisions for Sluice Gates.................................................................3-1 to 3-6 Stormwater Pollution Prevention Plan ,..,......................,.."......,..........,..,....,..,................ Terracon Geotechnical Engineering Report Proposed Camp Cardinal Road - Coralville & Iowa City, Iowa, Dated May 28, 2004 (By Reference) ,............ Plan Sheets (Attached Separately),..,.. ,....,....... ................................,..,..,..............., A.01 A.02 B.01 - B.03 C.01 - C.02 C,03 - C.04 0,01 - 0,08 E,01 - E.03 E.04 - E.06 H.01 - H.04 J.01 - J.04 L.01 - L.06 L.07 M.01 - M.02 N.01 - N.05 N.06 - N.09 R.01 - R.12 ,~\ U.01 - U.05 >\~ W.01 - W.48 l \) X.01 - X.07 Y.01 - Y.04 \\\ Z,01 - Z.09 , Z.10 - Z,11 "', . \,) ..,,>>\\.;.; \ \\ \.. , , ) " ,,'" '.. ".-. r:: I' NOTICE OF PUBLIC HEARING r.. .~ \ II r'.:' G: l\bN PLANS, SPECIFICATIONS, FORM OF CONTRACT AND ESTIMATED COST FOR CI " .... .' " CAMP CARDINAL ROAD EXTENSION ()""." " ;r\ PROJECT 2005 IN THE CITY OF .\.... \';,.\ CORALVILLE, IOWA TO ALL THE TAXPAYERS OF THE CITY OF CORALVILLE, IOWA, AND TO OTHER PERSONS INTERESTED: Public notice is hereby given that the City Council of the City of Coralville, Iowa, will conduct a public hearing on the plans, specifications, form of contract and estimated cost for the construction of Camp Cardinal Road Extension Project 2005 in said City at 7:00 PM on the March 8, 2005, said meeting to be held in the City Hall in said City, Said plans, specifications, form of contract and estimated cost are on file in the office of the City Clerk at City Hall, Coralville, Iowa, and may be inspected by any persons interested, Any persons interested may appear at said meeting of the City Council for the purpose of making objections to said plans, specifications, contract or the cost of making said improvement. The City will issue a sales tax exemption certificate applicable for all materials purchaSed for the project. This notice is given by order of the City Council of the City of Coralville, Iowa, IslNancy Beuter, City Clerk PH-1 ADVERTISEMENT FOR BIDS CAMP CARDINAL ROAD C'II EXTENSION PROJECT 2005 Sealed proposals will be received by the City Clerk of the ..' '{ 1.1 8: Ii 7 City of Coralville, Iowa, until 2:00 PM, March 29, 2005 and opened immediately thereafter by the City Engineer. Proposals will be acted upon by the City Council at a meeting to be held in the lC)l" i Council Chambers at 7:00 PM on April 26, 2005 or at such later time and place as may then be fixed. The work will involve the following: construction of portland cement concrete pavement, traffic signalization, storm sewer, retention pond, water main and all other work as included in the plans and specifications. All work is to be done in strict compliance with plans and specifications prepared by Snyder & Associates, Inc" which have heretofore been approved by the City Council, and are on file for public examination in the City Clerk's office. Whenever reference is made to the .Standard Specifications," it shall be the .Standard Specifications for the Series of 2001, Highway and Bridge Construction" of the Iowa Department of Transportation, as modified, Each proposal shall be completed on a form fumished by the City and must be accompanied in a sealed envelope, separate from the one containing the proposal, by either of the following forms of bid security; (1) a certified or cashier's check drawn on a solvent Iowa bank or a bank chartered under the laws of the United States or a certified share draft drawn on a credit union in Iowa or chartered under the laws of the United States, in an amount equal to 10% of the bid, (2) a bid bond executed by a corporation authorized to contract as a surety in the State of Iowa, in a penal sum of 10% of the bid. The bid security shall be made payable to the Treasurer of the City of Coralville, Iowa, and shall be forfeited to the City of Coralville as liquidated damages in the event the successful bidder fails to enter into a bond satisfactory to the City insuring the faithful performance of the contract and maintenance of said work, if required, pursuant to the provisions of this notice and the other contract documents. Checks of the lowest two or more bidders may be retained for a period of not to exceed fifteen (15) days until a contract is awarded or rejection is made, Other checks will be retumed after the canvass and tabulation of the bids is completed and reported to the City Council. The City will issue a sales tax exemption certificate for all materials purchased on the project. The City will issue the appropriate tax exemption certificates and authorization letters to the Contractor and all subcontractors completing work on the project. Tax exemption certificates are applicable only for the specific project for which the tax exemption certificate is issued. Contractor shall provide a listing to the City identifying all appropriate subcontractors qualified for use of the tax exemption certificate. Contractor and subcontractors may make copies of the certificate and provide to each supplier providing construction material a copy of the tax exemption certificate. Payment to the Contractor will be made as specified in the .Standard Specifications" Section 1109. The successful bidder will be required to furnish a bond in an amount equal to one hundred percent (100%) of the contract price, said bond to be AB-l issued by a responsible surety approved by the City Council and shall guarantee the prompt payment of all materials and labor and protect and save hannless the City from claims and damages of any kind caused by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of one year from and after its completion and acceptance by the City. The following limitations shall apply to this project: Starting Date: May 2, 2005 Substantial Completion of Stage 1 by: August5,2005 Substantial Completion of Stage 4 by: November 18, 2005 Final Restoration Completion by: June 2, 2006 Liquidation Damages: $500/day The plans, specifications and proposed contract documents may be examined at the office of the City Clerk. Copies of said plans and specifications and fonn of proposal blanks may be secured at the office of Snyder & Associates, Inc., 5005 Bowling Street SW, Cedar Rapids, Iowa 52404, by bona fide bidders. Return all plans and specifications to the City Engineer's office in good condition within flfleen (15) days after the opening of bids. Prospective bidders are advised that the City of Coralville desires to employ minority contractors and subcontractors on City projects. The City Council reserves the right to reject any and all bids, to waive technicalities or irregularities and to enter into such contract as it shall deem to be to the best interests of the City. The City Council reserves the right to defer acceptance of any proposal for a period not to exceed forty-five (45) calendar days from the date of receiving bids. The Contractor awarded the contract shall submit, before starting construction, a list of proposed subcontractors along with quantities, unit prices and dollar amounts that each subcontractor will perfonn. If no minority business enterprises (MBE) are utilized, the Contractor shall furnish documentation of all efforts to recruit MBE's. A listing of minority contractors is available and can be obtained from the City Engineer's Office. By virtue of statutory authority, preference will be given to products and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa Statutes. The Iowa Reciprocal Preference Act (SF 2160) applies to the contract with respect to bidders who are not Iowa residents. Published upon order of the City Council of Coralville, Iowa. r- _."~ :0; Isl Nancy Beuter, City Clerk cu '.." ( ~.-- ~ " .;.... I ,..-' -. - - I ~- .- u :-~~~: ,'-" :::1. AB-2 . BID BOND CAMP CARDINAL ROAD EXTENSION PROJECT 2005 KNOW ALL MEN BY THESE PRESENTS: That we, as Principal and as Surety, are held and firmly bound unto the City of Coralville, Iowa, hereinafter defined as Obligee, in the penal sum of ten percent (10%) of the total amount ofthe bid ($ ), for which payment said Principal and Surety bind themselves, their heirs, executors, administrators, successors, and assigns jointly and severally, firmly by these presents. The condition of the above obligation is such that whereas the Principal has submitted to the City of Coralville, Iowa, a certain bid, in a sealed envelope, dated the day of , 2005, and hereby made a part hereof to enter into a contract in writing, for Coral Ridge Avenue and Heartland Drive Intersection Improvement Project 2005, NOW THEREFORE, if the said bid by said Principal be accepted, and the Principal shall enter into a contract with the Obligee in accordance with the terms of such bid, and give such bond as may be specified in the contract documents with good and sufficient surety for the faithful performance of such contract, for the prompt payment of labor and material furnished in the prosecution thereof, and for the maintenance of said improvements as may be required therein, then this obligation shall become null and void or in the event of the failure of the Principal to enter such contract and give such bond, the Principal shall pay to the Obligee the full amount of the bid bond, together with court costs, attorney's fees, and any other expense of recovery. Signed and sealed this day of ,2005. Principal By Contractor's Signature Surety By Attorney-in-Fact ,r....~ .J '.'-11 .- - ,- ~ -i BB-1 ' , .. CCl ..- ..J'--:- )> - FORM OF PROPOSAL CAMP CARDINAL ROAD EXTENSION PROJECT 2005 Name of Bidder: Address of Bidder: To: City Clerk City of Coralville 1512 7th Street Coralville,lA 52241 The undersigned bidder submits herewith bid security amounting to ten percent (10%) of the total amount of the bid which shall become the property of the City of Coralville should the undersigned fail or refuse to execute a contract and to furnish bond as called for in the specifications within the time provided. The undersigned bidder, having examined the Contract Documents, and having familiarized himself with the nature and location of the work to be done and the conditions under which the work will be performed, hereby proposes to provide the required labor, services and materials and to perform the work described in the specifications, and addenda _' _' _' within the time and for the sum or sums stated hereinafter on the attached proposal schedule, which proposal schedule is hereby made a part of this Proposal. The undersigned bidder certifies that this proposal is made in good faith, without collusion or connection with any other person or persons bidding on the work. The undersigned bidder states that this proposal is made in conformity with the specifications and agrees that in the event of any discrepancies or differences between any conditions of his proposal and the specifications prepared by CITY OF CORALVILLE, that the provisions of the latter shall prevail. The undersigned bidder understands the Award of Contract shall be based on the amount of the TOTAL BASE BID. The TOTAL BASE BID does not include the BID ALTERNATES. Bidder: ,....- By: -- <( c-.:) ,- "..- Title: -~ Date: ---- - '.. l'_ '-' 0 P-1 I , FORM OF PROPOSAL Camp Cardinal Road Extension Project r-- /-.l! ,-... Construct for the following unit and lump sum prices: ' -'" t'." ! r,., i / II ".. ESTIMATED UNIT (I . Ex11tN~' NO. DESCRIPTION UNIT QUANTITY p~'E(" .. PRICE 1 Mobilization LS 1 $ . $ ..' 2 Clearino and Grubbino AC 0.9 $ $ ",',,1 3 Earthwork IFILL) CY 281,000 $ $ 4 Excavation, Class 13, Channel CY 2,560 $ $ 5 Excavation, Class 13, Cutoff Trench CY 1,530 $ $ 6 Excavation, Class 13, Pond CY 139,875 $ $ 7 Core Out Excavation CY 2,000 $ $ 8 Topsoil, Strin, Salvaoe & Spread CY 18,900 $ $ 9 Seedino and Fertilization AC 27.8 $ $ 10 Granular Backfill TN 2,300 $ $ 11 Select Cohesive Backfill CY 2,600 $ $ 12 Embankment-in-alace CY 3,700 $ $ 13 Drainfill, Fine Gradation CY 35 $ $ 14 Drainfill, Course Gradation CY 370 $ $ 15 Modified Subbase CY 21,400 $ $ 16 Roadwav, P.C. Concrete, 10" SY 49,300 $ $ 17 Roadwav, P.C. Concrete, 8" SY 3,410 $ $ 18 Roadwav, P.C. Concrete, 7" SY 1,050 $ $ 19 Aprons, Concrete, 15" EA 7 $ $ 20 Aorons, Concrete, 18" EA 2 $ $ 21 Aarons, Concrete, 24" EA 8 $ $ 22 IAarons, Concrete, 30" EA 2 $ $ 23 Aprons, Concrete, 36" EA 1 $ $ 24 Aprons, Concrete, 48" EA 1 $ $ 25 Perforated Subdrain, 4" LF 20,015 $ $ 26 Subdrain Outlet, RF-19C EA 154 $ $ 27 Intake Tvoe RA-40 !IDOT) EA 18 $ $ 28 Intake Tvoe RA-40, Modified !IDOn EA 4 $ $ 29 Intake Tvoe RA-43 (IDOn EA 46 $ $ 30 Intake Tvoe RA-63 (lOOT) EA 2 $ $ 31 Intake Tvoe RA-70 (loon EA 12 $ $ 32 Intake Tvne M-A (Iowa SUDAS) EA 1 $ $ 33 Intake Tvoe M-B (Iowa SUDASI EA 2 $ $ 34 Intake Tvoe M-G, Modified (Iowa SUDAS) EA 1 $ $ 35 Tvoe RA-49 Utilitv Access, Modified (lOOT) EA 2 $ $ 36 Tvoe RA-50 Utilitv Access !IDOT) EA 3 $ $ 37 Tvoe RA-50 Utility Access, Modified !IDOT) EA 1 $ $ 38 Sewer, 2000D Storm, 12" LF 36 $ $ 39 Sewer, 2000D Storm, 15" LF 6,002 $ $ 40 Sewer, 2000D Storm, 18" LF 283 $ $ P-2 41 Sewer, 30000 Storm, 18" LF 424 $ $ 42 Sewer, 20000 Storm, 24" LF 1 ,434 $ $ 43 Sewer, 30000 Storm, 24" LF 759 $ $ 44 Sewer, 20000 Storm, 30" LF 231 $ $ 45 Sewer, 20000 Storm, 36" LF 282 $ $ 46 Sewer, 30000 Storm, 36" LF 205 $ $ 47 Sewer, 20000 Storm, 48" LF 155 $ $ 48 Low Head Pressure Pipe, Class C25, 48" LF 216 $ $ 49 Schedule Perforated PVC Pipe, 4" LF 180 $ $ 50 Type M-C Manhole EA 1 $ $ 51 Water main, Ouctile Iron, 12" LF 5,980 $ $ 52 Water main, Ouctile Iron, 8" LF 540 $ $ 53 Hvdrant Assemblv EA 19 $ $ 54 Gate Valve and Valve Box, 12" EA 12 $ $ 55 Gate Valve and Valve Box, 8" EA 4 $ $ 56 Water main, 12"x12"x8" Tee EA 4 $ $ 57 Water main, 12"x12"x12" Tappina Tee & Valve EA 1 $ $ 58 Structural Concrete CY 22 $ $ 59 Steel Reinforcement Epoxy Coated LB 4,792 $ $ 60 Fill Stone TN 460 $ $ 61 Rip Rap, Class E TN 280 $ $ 62 Grouted Rip Rap CY 30 $ $ 63 Erosion Stone TN 300 $ $ 64 Granular Beddina TN 55 $ $ 65 Erosion Mattina SY 210 $ $ 66 Articulated Concrete Block SF 4,025 $ $ 67 lOOT Native Grass Seedina AC 0.3 $ $ 68 lOOT Wetland Grass Seedino AC 1.2 $ $ 69 Swamo White Oak w/Guard, 1.5" EA 30 $ $ 70 Mulchino AC 11.6 $ $ 71 Temporary Seedina AC 5.8 $ $ 72 Concrete Pipe Supports EA 3 $ $ 73 Trash Rack Assemblv EA 1 $ $ 74 12" Sluice Gate EA 1 $ $ 75 Sidewalk, P.C. Concrete, 6" SY 8,120 $ $ 76 Traffic Sianalization LS 1 $ $ 77 Pavement Markinas LS 1 $ $ 78 Signage LS 1 $ $ 79 Traffic Control LS 1 $ $ 80 Erosion Control LS 1 $ $ r- 4. _:5 lj) '.,/ TOTAL BASE BID: $ .,.,.- \ . ,- .:S -- - \ ' ;...)>:. - ..~,- t2 P-3 SUPPLEMENTAL SCHEDULE OF UNIT PRICES , r:-/f /-- ~'.... TRAFFIC SIGNALIZATION .-"./ ) Camp Cardinal Road ,. ,-. /, ,,' II Extension Project 2005 ,.. , I {]:!, 7 (/ , , .-'Ij -j:-", '. b ITEM DESCRIPTION UNIT TOTAL UNIT COST .. ..l; .,,.L roEHsION CONTROLLER &-ph... controll.r. cabinet & ~. bae mounted LS 1 AND CABINET VIdeo DetectIon proceuor, 3 camera. and 8CCeUOrie8 LS 1 DETECTOR Dual Chlnnellnductlve Loop Detector Unit EACH 2 UNITS PeeI..trlan Pushbutton, w/algn EACH 2 1T R. Y. G, aicle-of la mounted EACH 2 12" R, Y, G. wi bacleDI.., mat...nn mounted EACH 3 TRAFFIC 12'" R,cY,<G. wi baclen"'. ma8t..nn mounted EACH 2 SIGNAL 12" R,Y>,G>. wi backDlD. mat...rm mounted EACH 2 HEADS 12"' R.Y,G.<Y,<G. wIbIlck maat-ann mounted EACH 1 12" It. Y,G.Y>.G>, .Ide-.of~ mountod EACH 1 12" HandlPwson w/countdown ttmer. alcle-of-aale mounted EACH 2 HANDHOLES PN-cat cone... handhole. 24" Oillmeter EACH 5 PN-caet concNte handhole, 31" DlametIIr EACH 1 SIgMI cable ~ 9C"''' AWG UNFT 990 Slanli' cable -.tC.,4 AWG UNFT 1150 VIdeo Cable UNFT 780 Ground wi,. -1C" bate UNFT 520 Tracer wiN . 1C.,0 UNFT 1060 WIRE Luminal,. ca" . 1C II UNFT 740 AND CABLE luminal,. cable - 1C.,0 LINFT 110 Fiber OptIc cable -. Multlmode II SlngleMode UNFT 3300 o.tector Cab" . 2C #14 Shielded UNFT 730 DetectorWlrw -1C ".In tube UNFT 500 Detector Sawcut UNFT 200 Power cabl. .1C #4 UNFT 270 POWER Power Supply EACH 1 SUPPLY 1" PVC, trenched UNFT 110 CONDUIT 2'" PVC. trwnchMI UNFT 480 3" PVC. tNnched UNFT 310 3" PVC, pushed UNFT 110 Contr'ol.... footing EACH 1 CONCRETE PeeI...1 Pole footing, r dlam. X 3' depth EACH 1 FOOTING Pole footing, 3' dlam. X 10.5' depth EACH 2 Pole footing, 3' diM'. X 12" depth EACH 1 TRAFFIC Pedatal Pote, 14' EACH 1 SIGNAL 5..1 combination slanaU I htI .040" mast arm EACH 1 POLES Steel_ n.~.. 45' mast ann EACH 1 Steel combination slana" IIaMlna DOle, 50" mat ann EACH 1 Traffic sign. R10.1Z, 24" x 3D'" EACH 1 T...mc algn. R3..a, 30" x 38" EACH 4 MISC. stNetname algn. ~ aIDe vary EACH 3 Luminal.... EACH 2 R-.nove Ught Pole & Footing LS 1 TOTAL SIGNAUZATlON COST 55-1 REFERENCES "- CAMP CARDINAL ROAD -,~:' EXTENSION PROJECT 2005 ,-' 0:') -~ ... <;; , . t' . '- Name of Bidder: -. -:1' I, - ~- .' Project Name: ".-. -- '- C1.... Type of Work: -~'~, ,--) -- Dollar Amount of Work: $ Client/Owner Name: Address: Phone: ( ) Contact Person: ............................................................................................................... Name of Bidder: Project Name: Type of Work: Dollar Amount of Work: $ Client/Owner Name: Address: Phone: ( ) Contact Person: ................................................................................................................. Name of Bidder: Project Name: Type of Work: Dollar Amount of Work: $ Client/Owner Name: Address: Phone: ( ) Contact Person: R-1 REFERENCES (cant.) ,--, /- ! f r-,_ , ., .,-; '] CAMP CARDINAL ROAD '0 I..:. EXTENSION PROJECT 2005 ,Iii 14 ! 8: Ii 7 Name of Bidder: //"\! " . / ,( / r Project Name: ' ':)>:'/4 Type of Work: Dollar Amount of Work: $ Client/Owner Name: Address: Phone: ( ) Contact Person: ................................................................................................................. Name of Bidder: Project Name: Type of Work: Dollar Amount of Work: $ Client/Owner Name: Address: Phone: ( ) Contact Person: ................................................................................................................., Name of Bidder: Project Name: Type of Work: Dollar Amount of Work: $ Client/Owner Name: Address: Phone: ( ) Contact Person: R-2 ---- "-_. r11 r-i-'"\ CONTRACT . " r" 0- 1,,1 Camp Cardinal Road ,.f", 11..\ l ,'~ Extension Project 2005 ' \' (J;HIS AGRgE~ENT, made and entered into this _ day of , 2005, by &::between ttiEd:~ity of Coralville, Iowa, party of the first part hereinafter referred to as h'e "Owner", and , party of the second part hereinafter referred to as "Contractor". WITNESSETH That whereas the Owner has heretofore caused to be prepared certain specifications and proposal blanks, dated the _ day of , 2005, for Camp Cardinal Road Extension Project 2005 under the terms and conditions therein fully stated and setforth, and, Whereas, said specifications and proposal accurately, and fully describe the terms and conditions upon which the Contractor is willing to perform the work specified: NOW, THEREFORE,IT IS AGREED: 1. That the Owner hereby accepts the attached proposal of the Contractor for the work and for the sums listed therein. 2, That this Contract consists of the following component parts which are made a part of this agreement and Contract as fully and absolutely as if they were set out in detail in this Contract: a. Addenda Numbers b. "Standard Specifications for Highway and Bridge Construction" Series of 2001, Iowa Department of Transportation, plus current special provisions and supplemental specifications. c. Notice of Public Hearing and Advertisement for Bids d. Special Provisions e. Proposal f. This Instrument g, The Contractor's own organization shall perform work amounting to not less than 50 percent of the total contract cost unless otherwise specified. In order to meet this 50 percent requirement, the Contractor shall not purchase any materials for a subcontracted item, CF-l The Contractor may hire another contractor's employee(s) as long as the City has given written approval prior to the bid letting. The above components are complementary and what is called for by one shall be as binding as if called for by all, 3. That payments are to be made to the Contractor in accordance with the subject to the provisions embodied in the documents made a part of this Contract. 4, That this Contract is executed in three (3) copies. 5. That the Contractor shall substantiallv comolete work bv November 18. 2005 and comolete final restoration bv June 2. 2006. 6. Upon completion of the contract and prior to the acceptance by the City of Coralville there shall be a Maintenance Bond(s) to guarantee the maintenance in good repair of all work and materials after the completion and acceptance of the work by resolution of the Owner. 7. The Maintenance Bond(s) shall be for the following work and time period: Paving....................................,..,..,..5 years Storm Sewer ...................................5 years Water Main (Iowa City Only)...........5 years <) .~ S2,.~ , / . ;-- .- IN WITNESS WHEREOF, the parties have hereunto set the hands and seals--;' ..\ the date first written above. . ,....., ~-_.,' i .-.' . CITY OF CORALVILLE: CONTRACTOR: q? ./- ,.- -'--7 ~.J )7 Mayor BY: Title ATTEST: ATTEST: City Clerk Title CF-2 --<,-,." PERFORMANCE AND PAYMENT BOND CAMP CARDINAL ROAD EXTENSION PROJECT 2005 KNOW ALL MEN BY THESE PRESENTS THAT: . (Here Insert the name and address or legal titie of the Contractor) as Principal, hereinafter called the Contractor, and , (Here Insert the legal titie of Surety) as Surety, hereinafter called the Surety, are held and firmly bound onto the City of Coralville, Iowa, as obligee, hereinafter called the Owner, in the amount of: Dollars $ ( ) for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointiy and severally, firmly by these presents. WHEREAS, Contractor has by written agreement dated . 2005, entered into a Contract with Owner for Camo Cardinal Road Extension Proiect 2005. In accordance with plans and specifications prepared by the City of Coralville, which Contractor shall promptiy and faithfully perform said Contract, then the obligation of this bond shall be null and void; otherwise it shall remain in full force and effect. A. The Surety hereby waives notice of any alteration or extension of time made by the Owner. B. Whenever Contractor shall be, and is declared by Owner to be, in default under the Contract, the Owner having performed Owner's obligations thereunder, the Surety may promptly remedy the default, or shall promptly: 1. Complete the Contract in accordance with its terms and conditions, or 2. Obtain a bid or bids for submission to Owner for completing the Contract in accordance with its terms and conditions, and upon determination by Owner and Surety of the lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available as work progresses (even though there should be a default or a succession of defaults under the Contract or contracts of completion arranged under this paragraph) sufficient funds to pay the cost of completion less the balance of the Contract Price; but not exceeding, including other costs and damages for which the Surety may be liable hereunder, the amount set forth in the first paragraph hereof. The term "balance of the Contract Price", as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Contract and any amendments thereto, less the amount properly paid by Owner to <- Contractor. -::.r :~ co ' / ..- ,--.: , .- -='" -- L_,__ PB-1 -,_.~ lI--' () . . C, The Contractor and his Surety shall, in accordance with the provisions of Section 384 of the Code of Iowa be obligated to keep the improvements covered by this bond in good repair for a period of five (5) years from the date of acceptance of the improvements by the Owner, D, No right of action shall accrue to or for the use of any person or corporation other than the Owner named herein or the heirs, executors, administrators or successors of the Owner. IT IS A FURTHER CONDITION OF THIS OBLIGATION that the Principal and Surety shall, in accordance with provisions of Charter 573 of the Code of Iowa, pay to all persons, firms or corporations having contracts directly with the Principal or with Subcontractors all just claims due them for labor performed or materials furnished in the performance of the contract on account of which this bond is given. The provisions of Charter 573, Code of Iowa, are a part of this bond to the same extent as if they were expressly set out herein. SIGNED AND SEALED THIS DAY OF ,2005. IN THE PRESENCE OF: PRINCIPAl WITNESS TITLE SURETY WITNESS TITLE !'...... (~~ .- /-'., ;;:-.". . .,;-\ .,-'- - .:::- "'-"I , ' - , <-'::',' - c:? ~. -:0" - )7 -~ PB-2 ----- _.------- ----- GENERAL CONDITIONS CAMP CARDINAL ROAD EXTENSION PROJECT 2005 1. DEFINITIONS "Owner" and "City" shall mean the City of Coralville, Iowa, acting through its City Council and their duly authorized agents. "Engineer" shall mean the City Engineer for the City of Coralville, Iowa, or hislher authorized representative. "Contractor" shall mean the Contractor under Contract with the City to perform the work, or hislher authorized representative. "Work" and "Project" shall mean work to be done and equipment, supplies and materials to be furnished under the contract unless some other meaning is indicated by context. 2. FORM OF TECHNICAL SPECIFICATIONS Omissions of words or phrases such as "the Contractor shall", " in conformance with", "shall be", "as noted on the plans", "according to the plans", "a", "an", "the" and "all" are intentional, and the Contractor must supply omitted words or phrases by inference. 3. COPIES OF PLANS AND SPECIFICATIONS After award of the Contract, the Engineer will furnish the Contractor with three (3) sets of plans and specifications. Additional copies can be obtained by contacting the Engineering Department. 4. CODES AND STANDARDS The Standard Specifications for Highway and Bridge Construction, Series of 2001 of the Iowa Department of Transportation, as modified shall apply to this work insofar as applicable and except as modified herein; said specifications shall hereinafter be referred to as the "Standard Specifications". Where references are made to "Contracting Authority" or "County" in the Standard Specifications, it shall mean the City of Coralville. r-- The following regulations or the latest revisions thereof are adopted by reference and the - C~tractor shall be responsible for conformance to the same. ...--".'- "jiThe Federal Occupational Safety and Health Act of 1970. '" .-_.... ".".;:: '. .2. 'Coralville Building Code". -. ..::r '- - , The Contractor shall comply with all applicable Jaws of the City of Coralville and shall -. ~_.. . be responsible for payment of fees for any permits and licenses required. -. (~) In the event of a conflict between various codes and manuals the more stringent requirements shall be followed. 3. "Coralville Design Standards". The Contractor shall comply with the Coralville Municipal Design Standards 1999 Revision as they are written and when they differ from the Iowa Department of Transportation Standard Specifications. GC-1 5. BID FORMS A The following forms: Form of Proposal, References and Bid Bond are bound in the Specification Book and additional loose copies are provided for the Bidder's convenience. B. The Form of Proposal submitted by the Bidder shall have a typewritten or handwritten in ink, a bid for each bid item and all altemate bid items shown. C. If any item in the documenfs included in "A" above is left blank, it will be considered a major irregularity by the City of Coralville and shall be just cause for the entire bid not to be accepted. D. City of Coralville requires a list of Subcontractors with Form of Proposal at the time of the bid opening. The City of Coralville reserves the right to review and approve any and all Subcontractors. 6. ORDER OF CONSTRUCTION ~j .-, ( ;..' .--. \ , --'~-. ( . ./ Traffic shall be maintained at all times during construction of this project. .. ,.- -~', - ...... . ,..~, "'" . \ 7. EMPLOYMENT PRACTICES ,:..-'. --..,. I . , .-"'~ .- . Neither the Contractor nor hislher subcontractors shall employ any person whose ph~ c;? or mental condition is such that his/her employment will endanger the health and safety"tlf . ~ himlherself or others employed on the project or the general public. 'cy -' The Contractor shall not commit any of the following employment practices and agrees to include the following clauses within any subcontracts: A To discharge from employment or refuse to hire any individual because of sex, race, color, religion, national origin, sexual orientation, marital status, age or disability unless such disability is related to job performance of such person or employee. B. To discriminate against any individual in terms, conditions, or privileges of employment because of sex, race, color, religion, national origin, sexual orientation, marital status, age or disability is related to job performance of such person or employee. 8. INSURANCE The Contractor shall provide and maintain insurance throughout the construction period in the following minimum amounts: A. Workman's compensation and occupational disease insurance in accordance with laws of the State of Iowa covering all employees who perform any obligations assumed under the contract. B. Public liability and property damage liability insurance covering all operations under the contract; limits for bodily injury or death not less than $1,000,000 for one person and $2,000,000 for each accident; for property damage not less than $1,000,000 for each accident and $2,000,000 aggregate for accidents during policy period. Such insurance shall name the owner as "Additional Insured" under the policy as well as the contractor. (See Exhibit "A" below for the language). C. Automobile liability insurance on all self-propelled vehicles used in connection with the contract, whether their own, non-owned or hired; public liability limits of not less than $500,000 for one person and $1,000,000 for each accident; property damage limit of $250,000 for each accident or a combined single limit of $1,000,000. GC-2 Owners shall have the right at any time to require public liability insurance and/or property damage liability insurance greater than that specified in the above paragraphs. If required, the additional premium or premiums payable shall be added to the bid price. The Contractor shall fumish Certificates of Insurance to the Engineer made in favor of the Owner showing compliance with the foregoing requirements. EXHIBIT "A" 'The Companies affording coverage and the Additional Insured, City of Coralville, Johnson County, Iowa, expressly agree and state that the purchase of this policy of insurance by the Insured and the listing of the City of Coralville as an Additional Insured hereunder do not waive any of the defenses of government immunity available to the Additional Insured under Iowa Code Section 670.4 as it now exists and as it may be amended from time to time. The Companies and the Additional Insured further agree that this policy of insurance shall cover only those claims not subject to the defense of government immunity under Iowa Code Section 670.4 as it now exists and as it may be amended from time to time. The Additional Insured shall be responsible for asserting any defense of govemment immunity, and may do so at any time and shall do so upon the timely written request of the Companies. The Companies shall not deny coverage under this policy and the Companies shall not deny any of the rights and benefits accruing to the Insured or the Additional Insured under this policy for reasons of govemment immunity unless and until a court of competent jurisdiction has ruled in favor of the defense(s) of govemment immunity asserted by the Additional Insured.' 9. WORK DURING AN EMERGENCY The Contractor shall perform any work and shall fumish and install any materials and equipment necessary during an emergency endangering life or property, In all cases, the Contractor shall notify the Engineer of the emergency as soon as practicable, but the Contractor shall not wait for instructions before proceeding to properly protect both life and property. The Contractor shall make available to the Owner a list of supervisors and key personnel who would be responsible on any given emergency and be on call for any given 24 hour period. The person on call shall be able to respond as soon as possible. 10. EXPOSING UTILITIES The Contractor shall expose all utilities at the request of the Engineer for purposes CD of investigation. This work shall be considered incidental to the contract and no ....::r ~itional compensation shall be granted. CC) ~'" ,.." "'. ! - - -- L', -;'-- O=;-::~ (:J C""".; GC-3 11. LOCATION OF UTILITIES The Contractor shall be responsible for contacting all utilities public or private. The Contractor is responsible to ascertain whether any additional facilities other than those shown on the plans may be present. It shall be the Contractors responsibility to keep the utilities informed as they proceed on the project. weekly if not daily. Any cost or charges for damages to any utility shall be the Contractor's responsibility. The Contractor is advised to use the 'ONE-CALL" system in order to minimize damage to buried lines and to follow the guidelines for uniform temporary marking of underground facilities according to ULCC Uniform Color Code utilizing ANSI Standard Z53.1 Safety Colors. This shall be considered incidental to the contract and no additional compensation shall be granted. 12. WASTE SITES ..0 C2 0--""\ All waste material shall be hauled to site approved by the City Engineer or to the I~ty . , -- Landfill. Hauling and disposal costs shall be included in the contract cost and not paid by - ,- the City as a separate item. . x:- . \ -. '..,.. ) 13. RELEASE OF CLAIMS C.? The Contractor shall deliver \0 the Owner a complete release of all claims arising O~f - "'::"'i this contract before the retained percentage or the final estimate is paid. If any c aim remains unsatisfied after all payments are made, the Contractor shall refund to the Owner such amounts as the Owner may have been compelled to pay in discharging such claims including all costs and a reasonable attomey's fee. 14. MINOR WORK Any minor work not specifically mentioned in the Specifications or shown on the plans, but obviously necessary for the proper completion of the work shall be considered as being a part of and included in the contract and shall be executed in the proper manner and the Contractor shall not be entitled to extra or additional compensation for the same. 15. SUBSTANTIAL COMPLETION DATE Except for such work as may be required to properly maintain lights and barricades, no work shall be permitted on Sundays or legal holidays without specific permission of the Engineer. The Substantial Completion Date for this project is November 18, 2005. Work shall be performed between 7:00 AM and 9:00 PM. The City of Coralville is requiring that the Contractor shall notify the residents in the general area, in writing, that this work will be performed late at night or during the early moming hours, and that a copy of this notice is on file at the Engineering Department at each occurrence. 16. TREE AND SHRUB PROTECTION Trees and/or shrubs not marked for removal on the plans shall be protected from injury through change of ground level or damage by equipment or heavy machinery. FOllowing construction, unless the plans show otherwise. the original ground level shall be restored. Trees within the construction limits shall be protected by an armor of four (4) foot high 2 x 4's wired around the trunk. Where it becomes necessary to remove trees and shrubs not marked for removal on the plans, consultation with the Engineer is required prior to continuing work, to determine method of removal. Contractor shall not park vehicles or store equipment and materials on bare ground under the drip line of trees to avoid damage to root systems. Construction fence to protect shrubs and trees on the project site shall be considered incidental work. GC-4 -- 17. MAINTENANCE AND CONTROL OF TRAFFIC All signs and barricades within and beyond the project area deemed appropriate by the Engineer will be the responsibility of the Contractor. The signs and barricades shall meet the requirements of Article 1107.09 of the 'Standard Specifications" except as herein modified. 18. TERMINATION A. Termination of Convenience The City may terminate this contract, in whole or in part, at any time by written notice to the Contractor. The Contractor shall be paid its costs, including contract closeout costs and profit on work performed up to the time of termination. The Contractor shall promptly submit its termination claim to the City to be paid the Contractor. If the Contractor has any property in its possession belonging to the City, the Contractor will account for the same and dispose of it in the manner the City directs. B. Termination for Default Termination for default shall be as provide for in Sections 1108.09, 1108.10 and 1108.11 of the "Standard Specifications'. If it is later determined by the City that the Contractor had an excusable reason for not performing, such as a strike, fire, flood or events which are not the fault of or are beyond the control of the Contractor, the City, after selling up a new delivery of performance schedule, may allow the Contractor to continue work, or treat the termination as a termination for convenience. 19, APPROVED EQUALS The City reserves the right to postpone bid opening for its own convenience and to reject any or all bids. Changes to the specifications will be made by addendum. Contractors and subcontractors may make appointments to discuss these specifications. This, however, does not relieve them from the written, documented requests required by paragraph 4 below. Requests for approved equals, clarification of specifications, and protest of specifications must be received by the City, in writing, not less than fIVe (5) full days before the date of scheduled bid opening. Any request for an approved equal or protest of the specifications must be fully supported with technical data, test results, or other pertinent information as evidence that the substitute offered is equal to or better than the specification ("..n rE!qUirement. The City's decision relating to requests under paragraph 4 above must be ~ .p~marked at least 2 full days before the date schedule for bid opening. C.) " ~.." - . I l. ~: PRQJ~CT PAYMENT --. - L!_~ pay.ment to the Contractor will be made as specified in the 'Standard Specifications" .,.~" J{!e!ion 1109 except as amended herein. One Pay Estimate per month. .....'>- () " 21. FINAL ACCEPTANCE AND PAYMENT Final Acceptance and payment for the project will be as specified in 'Standard Specifications" Section 1109 with the following exception: The Contractor shall submit GC-5 signed Lien Waivers (in triplicate) from hislher major suppliers and all subcontractors to the City before the final pay estimate and recommendation of acceptance of the project will be made to the City Council. 22. EXISTING STREET SIGNS The Contractor shall use extreme care around all existing signs that are in the parking area, If any of these signs are in the way, the City of Coralville Street Department will remove the signs and reinstall as soon as the work is completed, Stop signs shall remain in place unless they interfere with construction. If Stop signs need to be removed, a portable sign will be placed by the Street Department. Notify the Engineering Department prior to removal of any stop signs. 23. MAILBOXES It shall be the responsibility of the City of Coralville Street Department to relocate any and all mailboxes within the project limits where the street will be totally removed and replaced. In all other areas, the Contractor shall use extreme care to protect any and all mailboxes. 24. CHANGES Engineer shall have the right to make changes in location and quantities of work as may be deemed advisable without notice to sureties on Contractor's bond. 'lod; ,~., n ./ No change shall be made under this paragraph which will increase or decrease total .- .-::- contract amount more than twenty percent (20%) of original contract price andnQ .__1 changes shall be made in plan of improvement that would necessitate additional or. .-..... ) different construction process and equipment. . C!? /" Amount due Contractor shall be adjusted for changes in the following matter: ... 7" cP Where unit prices have been bid, these unit prices shall be used to compute adjustment in compensation, Where no such unit prices have been bid, Engineer and Contractor shall negotiate a reasonable adjustment in Contractor's compensation. Limitations on compensation in "25. EXTRA WORK" shall apply to changes: Where compensation is negotiated. No changes shall be authorized unless they are shown on revised plans or in written instruction of the Engineer. Authorized changes in which require additional time to complete shall entitle Contractor to proportionate extension of time to completion which shall be determined by the Engineer. 25, EXTRA WORK Required extra work not specified under this contract shall be done at an agreed price satisfactory to Contractor and Owner, or on basis of actual cost of work plus not more than fifteen ~",rcent (15%) for Contractor's overhead and profit Actual cost shall include expenses for equipment, materials, and labor and shall include no overhead items or profit. Where extra work is performed by a subcontractor, with approval of the Owner, there may be included the Contractor's actual cost plus ten percent (10%) for subcontractor's profit. The term "extra work" as used herein shall not be construed to apply to changes described in "24, CHANGES", No compensation shall be allowed Contractor for extra work unless such work has been authorized in writing and approved by the Engineer. GC-6 Contractor shall submit a statement of costs to the Engineer for approval when extra work is performed on an actual cost plus basis. After such statement is approved, the Engineer shall certify its correctness. 26. MATERIAL TESTING The City of Coralville's Testing Consultant will perform material testing services. The City will schedule and pay for the testing services. C) _... , /~ C) ~.. ". I ,,:...... Co - -. -.." ,-_. () :,,:.,:': -. 0 "'" GC-7 CITY OF IOWA CITY TRAFFIC SIGNALIZATION / r-- ;"- r', " '1., J., fl' , n. , PART 1 GENERAL C '..,... u? , " ",\' j, 1.01 - Section Includes '\jl ~: .'{ A. Electrical " "1 B. Conduit C. Concrete Bases and Handholes D. Poles E. Signals F. Mast Arms G. Controller H. Fiber Optic Cable I. Video Traffic Detection System 1.02 - Description oCWork A. Electrical This item includes furnishing and installing all electrical components in accordance with the Contract Documents. B. Conduit This item includes furnishing and installing conduit fittings associated with traffic signals in accordance with the Contract Documents. C. Concrete Bases and Handholes This item includes furnishing and installing bases and handholes associated with traffic signals in accordance with the Contract Documents. D. Poles This item includes furnishing and installing the poles associated with traffic signals in accordance with the Contract Documents. E. Signals This item includes furnishing and installing the signals in accordance with the Contract Documents. F. Mast Arms This item includes furnishing and installing the Mast Arms in accordance with the Contract Documents. G. Controller This item includes furnishing and installing controllers in accordance with the Contract Documents, I. Fiber Optic Cable This item includes installation, termination, and testing fibers. 1 March 15, 2004 --~---~ H. Video Traffic Detection System This work shall consist of furnishing and installing a system that detects vehicles on a roadway using only video images of vehicle traffic and includes all hardware, software, equipment, labor, and materials necessary to complete the fully functioning system in place. 1.03 - Submittals A. Submit test results as set forth in the Contract Documents. B. Submit certificate of compliance indicating the materials incorporated into the Work comply with the Contract Documents. C. The substitution of materials is allowed as set forth in General Conditions. D. Supplier shall submit five (5) copies of Shop Drawings of Signal Poles and Mast Arms to the ENGINEER for review prior to manufacture of the mast arm assemblies. Manufacture shall not begin until the Shop Drawings have been approved by the ENGINEER. The intent of the ENGINEER's review and approval is to assist the supplier in interpreting the Specifications. Shop Drawing approval shall not relieve the supplier of the responsibility for errors in the Shop Drawing or the requirements of the Specifications, E. Submit catalog cuts of each component incorporated into the project, showing the selected equipment meets the specifications. 1.04 - Delivery, Storage and Handling A, Deliver only materials that fully conform to these Specifications, or for which substitution has been approved as set forth in General Conditions. 1. The Bidder awarded the Contract shall complete the equipment list by writing in the (("1 name of the equipment manufacturer and catalog number of each item listed which he _d d' proposes to install. Before beginning Work on the Project, the CONTRACTOR shall ..::::....... C) _c-'" submit three copies of the equipment list, and three copies of catalog cuts for all , r-. materials supplied by the CONTRACTOR. . ,.. 2. Prior to ordering any materials the CONTRACTOR shall provide certification from the - . _T manufacturers of all electrical equipment, conduit, and cable stating said material -- I. complies with the Specifications. l...__ '.--, '-."B;:: Store material in accordance with the manufacturers' recommendations and in locations Q which will minimize the interference with operations, minimize environmental damage, and protect adj acent areas. C. Remove and dispose of unacceptable materials from the site in accordance with the Contract Documents. 1.05 - Scheduling and Conflicts A. Schedule Work to minimize disruption of public streets and facilities, B. Discontinue Work which will be affected by any conflicts discovered or any changes needed to accommodate unknown or changed conditions and notify the ENGINEER. 1.06 - Special Requirements A. The use of explosives is not permitted unless provided for in the special provisions of the Contract Documents. B. All work and materials incorporated into this Project shall conform to all applicable local, state, and Federal requirements. C. The CONTRACTOR shall be prepared to furnish, upon request from the ENGINEER, a sample for evaluation, of any item or material which he proposes to furnish for this Project. D. Any modifications of the installation are subject to the approval of the ENGINEER. 2 March 15, 2004 E. Unless otherwise specified in the Contract Documents, the installation of all signal equipment shall be in accordance with the Traffic Signal Manual of the International Municipal Signal Association (lMSA), F. The painted surface of any equipment damaged in shipping or installation shall be retouched or repainted in a manner satisfactory to the ENGINEER, ,.-.',), (~) ~ , <;C' '" ~-l - ,.-.- .~ '.- - , \ .""^' .-,' .j "J .r- ;? CO 3 March 15, 2004 ------- PART 2 PRODUCTS 2.01 - Electrical A. Service Conductor (power Cable) shall be 600 volt, single conductor cable shall comply with 4185.12 of the Standard Specifications and shall be U.L. listed for type "USE." The sheath shall be black for the positive cable and white for the negative cables. B. Signal cable shall be solid and conform to the requirements oflMSA 19-1 or 20-1, or latest revision thereof. The number and size of conductors shall be as specified on the plans. C, Loop detector lead-in cable shall conform to the requirements of lMSA 50-2, latest revision thereof. D, Detector loop wire shall conform to the requirements oflMSA 51-5, latest revision thereof. The encasing tube shall be polyvinyl chloride. Detector loop sealant in pavement saw cuts and holes shall be a flexible embedding sealer. E. Connectors shall be either insulated spring steel connectors or insulated set screw connectors. The spring shall have sharp edges, round edges will not be approved, The set screw connectors shall be laeal, Series 31l 201l; lIel,*" Cataleg Ne. 1 Il 31l7, Maael SS 2 ef approved equal. Connectors shall be approved by the ENGINEER prior to incorporation in the Work. F. Communication and Interconnect Cable (For Underground Installation) \. Fiber Optic Cable 6 strands of Multi-model 6 strands of single-mode 2. Pairs. There shall be six pairs of conductor. 3. Conductors. The conductors shall be of No. 22A WG solid annealed copper. 4. Insulation. The insulation shall be high-density polyethylene or polypropylene. 5. Color Code. The color code used to identify the individual conductors and pairs shall be the Standard Telephone Paired Color Code. 6. Twining. Individual conductors shall be twisted into pairs with varying lays to minimize crosstalk and with specified color combinations to provide pair identification. All pairs shall meet electrical requirements. 7. Cable Assembly. All pairs shall be assembled in a single group, and packed with a petroleum jelly like compound, 8. Core Covering. The core shall be covered with a nonhydroscopic dielectric tape. 9, Shield. The core and core covering shall be completely surrounded by an electrically continuous, corrugated, ,008 inch thick, polyolefin coated, aluminum tape, applied longitudinally with overlapped edges. 10. Jacket. The overall jacket shall be made of virgin, black, low density, high molecular O-} weight polyethylene, -., ~(1l. Electrical Characteristics c,; , , --- Capacitance Unbalance .' a. i. Pair to Pair 100pF /kft L. Pair to Ground 800pF /kft ~~1- ---- ii. _.d L. b. High Voltage Test. doC Voltage for 3 seconds. . .- . i. Conductor-to-conductor 3600V () c- J ii. Conductor-to-shield 10,000V c. doC Conductor Resistance @ 20 deg, C 17.4 Ohmslkft Maximum d. Resistance Unbalance 4 March 15, 2004 i. Maximum Average 1.5% ii. Maximum Individual 4.0% "'- I /:' !~__ e. Mutual Capacitance Deviation i. Maximum rms 3,0% .....;...J" ~I , '" " I ! f. Average Mutual Capacitance 83_+7 nF/mile ' !I..} i 10 , !.0 Far End Crosstalk loss 150kHZ @ 20 deg.C. ''-'i/ '\,., g. -. - h. rms Minimum 73 dB/kft i I "/"i\ Minimum Individual 63 dB/kft /" i. . '/i i. Minimum Insulation Resistance @ 20 deg.C. j. 10,000 Megohm-Mile G. Self-Supporting (Figure 8) Communication Cable 1. Self-Supporting (Figure 8) communication cable shall meet all requirements of Paragraph 2.01F for communication and interconnect cable except that the cable assembly is not required to be packed with petroleum jelly. 2. Self-Supporting (Figure 8) communication cable shall contain a messenger cable made of extra high strength, V. inch, 7 strand, Class A galvanized, steel of 6600 pound breaking strength. H. Tracer wire shall be a #10 A WG wire single conductor, stranded copper, Type THHN, with UL approval and orange jacket. I. Ground rods shall be high strength steel rods with chemically bonded copper coverings to provide high conductivity and to prevent electrolytic action. Rods shall be full length as shown on the plans and shall have a nominal diameter of five-eighths inch unless otherwise specified. Ground rods shall conform to the requirements of IMSA specification No. 62- 1956. J. All ground wires shall be #6 A WG, bare, solid annealed copper wire unless otherwise specified on the plans, K. Ail electrical equipment shall conform to the standards of the National Electrical Manufacturers Association (NEMA). All Work shall conform with the requirements of the National Electrical Code, Ail miscellaneous electrical equipment shall be approved. 1. Circuit breakers shall conform to manufacturer's requirements. M. Video Traffic Detection System: 1. Cameras shall have color video. 2. As an option, programming the system shall be available with the computer. Using a RS-232 communication link, the following capabilities shall be available as a minimum: a, Continuous or single video snapshots. The user shall be able to select both the resolution and quality of the image. b. Remote detection zone setup. c. Detector File upload/download d. Ability to store the snapshot image, e. Security Protection to Prevent Unauthorized Remote Access. 3. The ACU shall detect vehicles in real time as they travel across each detector zone. 4. The ACU shall have an RS-232 port for communications with an external computer. 5. The ACU shall accept new detector patterns from an external computer through the RS-232 port when that computer uses the correct communications protocol for downloading detector patterns. 5 March 15, 2004 6. The ACU shall send its detector patterns to an external computer through the RS-232 port when requested when that computer uses the correct communications protocol for uploading detector patterns. 7. Up to 144 detection zones shall be supported and each detection zone can be sized to suit the site and the desired vehicle detection region. 8, Detection zones may be ANDed or ORed together to indicate vehicle presence on a single detector output channel. 9. When a vehicle is detected crossing a detection zone, the detection zone will flash a symbol on the video overlay display to confirm the detection of the vehicle. 10. Detection shall be at least 99% accurate in good weather conditions, with slight degradation possible under adverse weather conditions (eg, rain, snow, or fog) which reduce visibility. Detection accuracy is dependent upon camera placement, camera quality and detection zone location, and these accuracy levels do not include allowances for occlusion or poor video due to camera location or quality, 11. The ACU shall provide 32 channels of detection through either a NEMA TS 1 port or a NEMA TS2 port, 12. The ACU shall provide dynamic zone reconflguration (DZR) to enable normal director operation of existing zones except the one being added or modified during the setup process. The ACU shall output a constant call on any detection channel corresponding to a zone being modified. 13. Detection zones shall be directional to reduce false detections from objects traveling in directions other than the desired direction of travel in the detection area. 14. The ACU shall process the video input from each camera at 30 frames per second. 15. The ACU shall output a constant call for each enabled detector output channel if a loss of video signal occurs. The ACU shall output a constant call during the background learning period. 16. The ACU shall operate satisfactorily in a ternperate range from -34 C to +74 C and a humidity range from O%RH to 95%RH, non-condensing as set forth in NEMA specifications. 17. The ACU shall include an RS-232 port or serial communications with a remote computer. This port shall be a 9 pin female "D" subminiature connector on the front of the ACU, 18. The ACU shall include a ports for transmitting TS I and TS2 detections to a traffic controller. The TS I port shall be a 37 pin female "D" connector on the front of the ACU. The TS2 port shall be a IS pin female "D" connector on the front of the ACU. C':' :~ The video inputs to the ACU shall include transient voltage suppression and isolation. -,~, :19. ".,,,i Amplification that shall assure the 1 volt peak to peak video signal integrity is maintained despite vide cabling losses and externally induced transients. The amplifier -. shall have a minimum common mode rejection at 60 Hz of 90 dB. _:'1' 20: The ACU enclosure shall be bonded to a good earth ground, - -..- I' ~:!:1: The front face of the ACU shall contain indications to enable the user to view real time L,'.._ '.., '::._) ~-.:: detections for up to 8 detector output channels at a time, \.,,':' 0 , The video cameras used for traffic detection shall be furnished by the ACU supplier and (;-" TJ., shall be qualified by the supplier to ensure proper video detection system operation. 23. The camera shall produce a useable video image of the bodies of vehicles under all roadway lighting conditions, regardless of time of day. The minimum range of scene luminance over which the camera shall produce a useable video image shall be the minimum range from night time to day time, but not less than the range 0.1 lux to 10,000 lux. 6 March 15, 2004 24. The camera shall include auto-iris control based upon average scene luminance and shall be equipped with an auto-iris lens. 25. The camera shall include a variable focal length lens with variable focus that can be adjusted, without opening up the camera housing, to suit the site geometry. 26. The camera electronics shall include AGC to produce a satisfactory image at night. 27. The camera shall be housed in an environmentally sealed enclosure pressurized with dry gas to minimize the formation of condensate and extend the life of the camera and lens. The housing shall be field rotatable to allow proper alignment between the camera and the traveled road surface. 28. The camera enclosure shall be equipped with a sun shield. The sunshield shall include a provision for water diversion to prevent water from flowing in the cameras field of view. The camera enclosure with sunshield shall be less than 6" diameter, less than 26" long, and shall weigh less than 12 pounds when the camera and lens are mounted inside the enclosure. 29. The camera enclosure shall include a thermostatically controlled heater to assure proper operation of the lens iris at low temperatures and prevent moisture condensation on the optical faceplate of the enclosure. 30. When mounted outdoors in the enclosure, the camera shall operate satisfactorily in a temperate range from-34/C to +55/C and a humidity range from 0% RH to 100% RH. 2.02 - Conduit A. Galvanized rigid steel conduit (R.S.) shall meet the requirements of ANSI Standard Specification C 80.1, latest revision. The number and size of conduits shall be as called for on the plans. Conduit shall be of standard length with each length bearing the UL approved label. B. Polyvinyl Chloride (pVC) conduit shall be Schedule 80. Conduit shall be of standard length with each length bearing the UL approved label. C. Conduit fittings shall conform to the requirements of ANSI Standard Specification C 80.4, latest revision. All fittings used with rigid steel conduit shall be galvanized steel. Fittings of aluminum or zinc alloys are not acceptable. D. Unless otherwise specified, all conduit used for the electrical system shall ~e galvanized .._ c.... rigid steel having the Underwriters Laboratories approval.',) E. Conduit couplers shall be threaded-type. - -- -- 2.03 - Concrete Bases and Handholes .- ~., \ \ A. Concrete for bases shall be Class "C" structural concrete, C-4 mix. - j - , B. Reinforcement for bases shall meet the requirements of Section 2404 of the IDO:I':Sftlndatd' Specifications for Highway and Bridge Construction, Current Series. """--.," .!:" ];~ cO C. Plastic loop handholes shall be Pencell PE-lO, FiberProTek FC1800, Strongwell(Quazite) PT/L T, or an approved equal. D. Precast concrete handholes shall be placed on course aggregate base, Iowa DOT Specification 4109, Gradation No.5. E. Lid for precast concrete handhole shall be cast-iron. Cover shall be Type 'C' (checkered top), with minimum weight 165 pounds. Manufacturer's name and "TRAFFIC SIGNALS" lettering shall be cast on top of the cover F. Precast concrete pipe used in constructing handhole shall be Type 2000-0. G. Handhole cable hooks shall be galvanized according to ASTM A 153. 2.04 - Pole and Mast Arm Assembly A. General 7 March 15, 2004 1. The mast arms, support poles, and luminaire arms shall be continuous tapered, round or octagon steel poles of the anchor base type. The poles and mast arms shall be a minimum of 7 gauge fabricated from one length of steel sheet with one continuous arc welded vertical seam, unless otherwise approved by the ENGINEER. The poles and mast arms shall be fabricated from corrosion resistant steel meeting requirements of ASTM A595, Grade C, and A606, Type 4 sheets (with minimum chemical requirements of A588, Grade D), and the base and flange plates shall be fabricated from A588 structural steel. After manufacture, poles and mast arms shall have a minimum yield strength of 48,000 p.s.i. The base plate shall be attached to the lower end of the shaft by a continuous arc weld on both the inside and outside of the shaft. It may be permissible to fabricate poles and mast arms by welding two sections together. The method used for connecting the sections shall result in a smooth joint and shall be factory welded as follows: a. All longitudinal butt welds, except within one foot of a transverse butt-welded joint, shall have a minimum 60 percent penetration for plates 3/8 inch and less in thickness, and a minimum of 80 percent penetration for plates over 3/8 inch thickness. b. All longitudinal butt welds on poles and arms within one foot of a transverse butt- welded joint shall have 100 percent penetration. c. All transverse butt welds for connecting sections shall have 100 percent penetration achieved by back-up ring or bar. d. All transverse butt welds and all specified 100-percent-penetration longitudinal butt welds on poles and mast arms shall be examined 100 percent by ultrasonic inspection according to the requirements of A WS 01-1.80. Welding, fabrication, and inspection shall conform to the Iowa Department of Transportation Supplemental Specification for Structural Steel, a separate Specification. Personnel performing nondestructive testing shall be qualified in accordance with the American Society for Nondestructive Testing Recommended Practice No. SNT-TC-IA C") and applicable Supplements B (Magnetic Paricle) and C (Ultrasonic). Evidence shall be '.' ~ presented for approval of the ENGINEER, concerning their qualifications. A report ,~j shall be required showing that welds have been inspected and either found satisfactory . or found unsatisfactory but repaired and reinspected and found satisfactory. The cost of ". all nondestructive testing shall be paid by the supplier and will be considered incidental. _. _.:J .- .. ,~'2. Pole manufacturers shall certify that only certified welding operators in accordance with L' Iowa Department of Transportation Supplemental Specification for Structural Steel .. u~, were used. The welding consurnables used shall be in accordance with the approved list . () < furnished by the Iowa Department of Transportation. . B. Mast Arms 1. The mast arms shall be designed in accordance with the AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaries and Traffic Signals and designed to support traffic signals and/or signs as shown on the attached tabulation. They shall be certified by the Fabricator that the mast arms are capable of withstanding winds up to 100 miles per hour without failure. The length of the mast arms shall be as specified on the Schedule of Prices. 2. When loaded with the signals and signs the mast arms shall have a slight rise. Unloaded the maximum angle between the mast arm and horizontal shall be 4 degrees, unless approved by the ENGINEER. 8 March 15,2004 C. Poles 1. The pole shall be designed to support the mast arm so when it is equipped with the traffic signals and/or signs it will provide a minimum of 15.0 feet and a maximum of 19.0 feet clearance from the street surface to the bottom of the signal heads or signs. 2. The pole shall be equipped with two reinforced handholes with covers (4"x6-1/2" minimum). One handhole shall be located 18 inches above the base and 180 degrees with respect to the mast arm. The second handhole shall be located directly opposite the traffic signal mast arm. Securing the cover to the pole shall be done with the use of simple tools. 3. A lug shall be provided in the pole base near the handhole to permit connection of a #6 A WG grounding wire. D. Signal Pole and Mast Arm Loading 1. Traffic signal poles and mast arms shall be fabricated according to the standard Specifications assuming the following signal head and signing loads: a. Maximum Loading for Arms 36 to 47 Feet Long 5-section head on end, 24"x30" sign centered 2 ft. inboard, 3-section head 12 ft. inboard, 3-section head 24 ft. inboard, 18"x60" metro sign centered 28 ft. inboard, 2 3-section pole mounted heads, 2 2-section pole mounted pedestrian heads, luminaire, 6" backplates on all signal heads. ,,'\ , b. Maximum Loading for Arms greater than 47 Feet Long . ,>:, 5-section head on end, 24"x30" sign centered 2 ft. inboard, 3-secti~(Iu:ad 1~ ft. ,~ \ \ - inboard, 24"x30" sign centered 14 ft. inboard, 3-section head 24 ft. inboaic;!,.. 3- ,- section head 36 ft. inboard, l8"x60" metro sign centered 28 ft. inboard,'Z J-sect1on -, pole mounted heads, 2 2-section pole mounted pedestrian heads, hrminaire,76:' .J backPlates on all signal heads. . , . : E. Pole and Mast Arm Mounted Signs , c.? "';'-,"..'" :;- 1. The CONTRACTOR shall furnish and install all mast arm mounted and pol~mountelf) signs shown on the traffic signal plans. All signs shall conform to the Manual on Uniform Traffic Control Devices. Prior to fabricating the street name signs, the CONTRACTOR shall submit Shop Drawings to the ENGINEER for review, detailing the legend, sign dimensions, and sign colors, and materials. 2. Sign mounting may be either a manufactured mounting bracket from a vendor or support bracketry assembled by the CONTRACTOR. All steel support bracketry shall be galvanized and the banding shall be stainless steel. Either method shall hold the sign firmly in place in winds up to 100 mph. Sign mounting accessories shall be given one (1) coat of primer and two (2) coats of high -quality black enamel. 3. The above Work shall include furnishing and installing all necessary signs, mounting brackets, stainless steel banding, and miscellaneous hardware to complete the sign installation in place. 4. A I-hook wire support shall be provided 6" to 12" above and 90 degrees with respect to the opening for each mast arm and luminaire arm. The I-hook shall be a curved 3/8" diameter steel bar. F. Finish 1. Where called for on the plans, the poles and mast arms shall be weathering steel. 2. Where called for on the plans, the poles and mast arms shall be galvanized steel per the following: a. Surface Preparation 9 March 15, 2004 -- .... Steel plates shall be blast cleaned as necessary to remove rolled-in mill scale, impurities, and non-metallic foreign materials. After assembly, all weld flux shall be removed. The iron or steel shall be degreased by immersion in caustic solution, pickled by immersion in sulfuric acid, and rinsed clean from any residual effects of the caustic or acid solutions by immersion in a fresh water bath. Final preparation shall be done by immersion in a concentrated zinc ammonium chloride flux solution with an acidity maintained between 4.5-5.0 pH. The assembly shall then be air dried to remove any moisture remaining in the flux coat and/or trapped within the product. b. Zinc Coating The assemblies shall be hot-dipped galvanized to the requirements of either ASTM AI23 (fabricated products) or ASTM A153 (hardware items) by immersion in a molten bath of prime western grade zinc maintained between 810-850 degrees Fahrenheit. Maximum aluminum content of the path shall be controlled to 0.01% and Flux ash shall be skimmed from the bath surface prior to immersion and extraction of the assemblies to assure a debris free from coating. 3. Where called for on the plans, the poles and mast arms shall be powder coated over galvanized per the following: a. Surface Preparation Steel plates shall be blast cleaned as necessary to remove rolled-in mill scale, impurities, and non-metallic foreign materials. After assembly, all weld flux shall be removed. The iron or steel shall be degreased by immersion in caustic solution, pickled by immersion in sulfuric acid, and rinsed clean from any residual effects of the caustic or acid solutions by immersion in a fresh water bath. Final preparation shall be done by immersion in a concentrated zinc ammonium chloride flux solution with an acidity maintained between 4.5-5.0 pH. The assembly shall then be air dried to remove any moisture remaining in the flux coat and/or trapped within the product. b. Zinc Coating c:) The assemblies shall be hot-dipped galvanized to the requirements of either ASTM <-f"'" AI23 (fabricated products) or ASTM AI53 (hardware items) by immersion in a ..~ .- (LJ ' / molten bath of prime western grade zinc maintained between 810-850 degrees ,'-. ,,,, -- Fahrenheit. Maximum aluminum content of the path shall be controlled to om % - and Flux ash shall be skimmed from the bath surface prior to immersion and -- -- extraction of the assemblies to assure a debris free coating. L' U ' c. Top Coat ---" ,--, All galvanized exterior surfaces visually exposed shall be coated with a Urethane or , t..~J Triglycidyl Isocyanurate Polyester Powder to minimum film thickness of 2.0 mils. The coating is to be electrostatically applied and cured in an oven by heating the steel substrate to between 350 and 400 degrees Fahrenheit. d. Color The finished color shall be a Green closely matching other poles in use in the City which are Valmont's Green pitts 74-gf75. e. Packaging All parts shall be packaged, wrapped, or cradled in a manner which will insure arrival at the destination without damage to the surface. 10 March 15, 2004 G. Hardware 1. The mast arms and poles shall be equipped with all necessary hardware, shims and anchor bolts to provide for a complete installation without additional parts. 2. The anchor bolts shall meet the requirements of ASTM A36 or approved equal. 3. Bolts attaching the arms to the pole shall meet the requirements of ASTM A325 or approved equal. 4. The anchor bolts shall be hot dip galvanized for a minimum of 12 inches on the threaded end. The anchor bolts shall be threaded a minimum of 6 inches at one end and have a 4 inch long 90 degree bend at the other end. The Fabricator shall submit drawings for the anchor bolts and base plate design. All hardware shall be steel, hot dipped galvanized meeting the requirements of ASTM A153, Class 0, or shall have an electrodeposited coating of the same coating thickness, and so designed for this purpose. 5. Anchor bolt covers, pole top covers, and mast arm end covers shall be gray cast iron castings conforming to ASTM Designation: A48 Class 30. Items supplied with weathering steel poles shall be painted to match the weathering steel poles. Items supplied with powder coated galvanized poles shall be powder coated to match the poles. H. Luminaire Extension 1. All mast arm assemQlies will require luminaire extensions as noted in the plans. The pole for the luminaire extension shall provide a continuous shaft as required for the mast arm. 2. The pole for the luminaire extension shall be vertical, unless approved 'bY, the ENGINEER. Luminaire arm shall be a single curved arm, unless oth~ J1Qted--<m, the.. '.-" plans. '--:.' ':," ,-'- 3. The end of the luminaire arm shall provide a 30-ft. luminaire mounting height, Ujiess ,',\ otherwise noted on the plans. -~,' ---., " . ./ 2.05 - Signals c] A. General '--,.'" r.- ..:.'- 1. The signal heads shall be complete with all fittings and brackets for '{'" compl~ installation. Each signal shall consist of a main body assembly, optical units, necessary screws, wing nuts, eyebolts, etc., and shall be delivered completely assembled. All hardware including hinge pins, wing nuts, eye bolts or latch bolts shall be made of a solid non-corrosive metallic material to prevent seizure or corrosion by the elements. Each signal shall be smooth both inside and outside and shall contain no sharp fms or projections of any kind. The doors and visors shall be flat black. All metal parts shall be painted with one coat of primer and two coats of a high grade Federal Black enamel. All parts of the vehicle signals shall be in compliance with the last ITE Report on Adjustable Face Vehicle Traffic Control Signal Heads. 2. The electrical and optical system of the signal head shall be designed to operate on 115 volt, single phase, 60 Hertz alternating current. 3. All exterior surfaces shall be black. 4. Main Body Assembly of the signal unit shall consist of one or more polycarbonate sections have integral cast serrations so when assembled with the proper brackets they may be adjusted in increments and locked securely to prevent moving. The sections shall be designed so that when assembled they interlock with one another. All joints between sections shall be waterproof. The sections shall be held firmly together by locknuts or other means approved by the ENGINEER. Any open end on an assembled signal face housing shall be plugged with an ornament cap and gasket. 5. Doors and Optical Units 11 March 15, 2004 ~"-' a. The doors shall be made of polycarbonate. Each door shall be of the hinged type and shall beheld closed by a wing nut or other approved means. The hinge pins shall be designed so that the doors may be easily removed and reinstalled without the use of special tools. Each door shall have a polycarbonate visor designed to shield each lens. The inside of each visor shall be flat black. b. The optical system shall be so designed as to prevent any objectionable reflection of sunrays even at times of the day when the sun may shine directly into the lens. When the door of the opticalunit is closed, all joints in the assembly between the interior and exterior of the reflector shall be closed against suitable gaskets in order that the units may be dust tight. Between the door and the lens, there shall be a neoprene gasket securely fastened around the outer surface of the lens. Said gasket to be engaged by the rim of the reflector holder when the door is closed to render the union between the reflector holder and the door assembly dust tight. c. The reflector shall be parabolic in design and made a specular Alzak aluminum. d. The reflector holder shall be of non-ferrous or rust proofed metal and designed to separately support the reflector and socket in proper relation to the lens. The reflector holder shall be hinged to the left-hand side of the signal body when viewed from the front. On the right-hand side, the reflector holder shall be held in place by a spring catch or other quickly releasable means. e. Both the hinge device and the spring catch or equivalent shall be of a flexible nature which will permit the reflector holder to be pushed inwardly for at least one- sixteenth of an inch and to align itself correctly with the lens when the door of the optical unit is closed and pressed against the rim of the reflector holder. By such means, the joint between the reflector holder and the lens shall be rendered dust- tight. It shall not be necessary to remove any screws or nuts in order to swing the reflector holder out of the body section to obtain access to the light socket. f. The socket shall be arranged with a lamp grip so it will be impossible for the lamp m to be loosened by vibration. ,~ - ~ () 6. The wire entrance fitting shall be made of malleable iron or other approved material r equipped with a standard 1- 1/2" pipe fitting for attachment to the signal head. It shall , [. be provided with weatherproofing means so that when it is attached to the top of the - signal a weatherproof assembly results. Positive locking means shall be provided so -- -- L-L_ '. that the signal cannot loosen from the fitting. The fitting shall be provided with an H_ ' , _.-. insulation bushing at the point where wires enter. The fitting shall be provided with ........."....,. () self-locking features to prevent the signal head from turning out of directional t"__" adjustment in a strong wind. It shall be painted in color to match that of the signal. B. Vehicle Signals I. In addition to meeting the requirements of Section A., Vehicle Signals shall meet the following requirements: a. All signal indications shall use Light Emitting Diode (LED) Vehicle Signal Modules. All lenses shall be prismatic and long range. The lenses shall be 12 inches in diameter. All lenses shall be made of vandal resistant polycarbonate or acrylic plastic free from bubbles and flaws. The lenses shall meet the light transmittivity and chromaticity standards established by the ITE Standard for Adjustable Face Vehicle Traffic Control Signal Heads. b. The lamp socket shall have a 3" light center length. Each socket shall be provided with one black lead from the socket and one white lead from the shell. Lead shall be of 18 gauge, stranded wire per MIL-W-76A Specifications. c. Visors shall be of the tunnel type not less than eight inches in length and shall be designed in a manner such that the visor may be easily installed or removed from the signal head. 12 March 15, 2004 d. A terminal block shall be mounted in the back of the second section of the signal head. The terminal blocks shall be secured at both ends. e. Signals shall be shipped completely assembled with tunnel visors attached to the signal door. C. Pedestrian Signals 1. In addition to meeting the requirements of Section A., Pedestrian Signals shall meet the following requirements: a. Pedestrian signals shall consist of two signal sections with rectangular lenses and mounting attachments. The upper section shall display a "Hand" symbol and the lower shall display a "Walking Person" symbol. The two sections shall be of such design and construction as to fit rigidly and securely together with or without a spacer. No spacer shall be more than Y, inch thick. The signals shall operate with LED. b. The lenses shall be either sanded or prismatic lenses. The lense~all be~de of.-\ vandal resistant polycarbonate or acrylic plastic. The symbols on l6e_~Jensefshail \.:. be at least 9 inches high and shall be designed to produce a maximum ViSibilit;':t>oth ,.', day and night. The Walk symbol shall be White LED modules and the, Don't Walk ' \ symbol shall be Portland Orange LED. Both messages shall be scree1ied oiiJhe lenses with a material which will not crack or peel. The background orficld arol!lld both messages shall be black. '-:i.;- ;;- c. Each signal lens shall be equipped with a visor not less than seven inch~ m len~ which encloses the top and both sides of the lens. D. Optically Limiting Signal Heads 1. Optically limiting signal heads shall meet all of the applicable requirements of Section A through Section B except as hereafter provided: a. Optically limiting signal heads shall permit the visibility zone of the indication to be determined optically. The field of light coverage vertically, laterally, and longitudinally shall be controllable within one degree of any axis, without the use of tunnel visors or louvers. The projected signal indication shall be visible or selectively veiled anywhere within 15 degrees of the optical axis. b. The signal section shall be provided with a rigid connection that permits tilting from at least nine degrees above to nine degrees below the horizontal while maintaining a common vertical line through couplers and conduit. Head assemblies shall be adaptable for mounting on conventional mounting fixtures or in combination with conventional signal sections. The signal section shall be capable of mounting and servicing with ordinary tools. c. The optical system shall include 120 volts, 150 watt, three prong sealed beam lamp with an average rated life of 6,000 hours with an integral reflector, and optical Iimiter-diffuser, an objective lens, and optical masking tape. i. The optical Iimiter-diffuser combination shall provide an imaging surface, at focus on the optical axis for objects 900 to 1,200 feet distance, and permit an effective veiling system to be selectively applied as determined by the desired visibility zone. The optical limiter shall be composed of heat resistant glass and provided with positive indexing means. ii. The objective lens shall be a high resolution, planar incremental lens hermetically sealed with a flat laminate of weather resistant acrylic plastic. The visible signal indication shall be at least 10-3/4 inches in diameter for circular indications, and the visible arrow indication shall conform to the requirements of the Institute of Transportation Engineer's Standards. 13 March 15, 2004 d. A voltage reducer shall be supplied to provide dimming of all the optically limiting signal lamps as the ambient light intensity drops below approximately three-foot candles. e. Each signal housing shall be constructed of die-cast aluminum conforming to the Institute of Transportation Engineer's alloy and tensile requirements and shall have a chromate preparatory treatment. The exterior of the signal-housing, lamp housing and mounting flange shall be finished with a high quality baked enamel prime and finished painted flat black. The lens holder and interior of the signal housing shall be optically flat black. f. Each signal lens shall be equipped with a visor, which encloses the top and both sides of the lens. The interior and exterior color shall be optical black. E. Mounting Assemblies I. Mounting assemblies shall consist of 1- 1/2 inch standard pipe and fittings. All members shall be so fabricated such that they provide plumb, symmetrical arrangement, and securely fabricated assemblies. Construction shall be such that all conductors are concealed within assemblies. Cable guides shall be used to support and protect conductors entering assembly through poles. All threads shall be coated with rust preventive paint during assembly. 2. Support brackets, trunnions, and fittings shall be made of cast aluminum, steel, or cast iron. Bracket parts except for stainless steel parts shall be given one prime coat of metal primer and two coats of high quality Black exterior enamel. 3. Mounting assemblies shall be watertight and all open segments of the fittings shall be plugged with an ornamental plug and a gasket. 4. Mast arm mounting brackets shall be furnished with a completely adjustable stainless steel strap around arm, malleable clamp casting, vertical support tube, top and bottom signal head support with set screws, bolts, hole with rubber grommet in mast arm, and all incidentals necessary for complete installation. 5. Brackets for mounting the signal head on top of a pedestal shall provide support for both the top and bottom of the signal head. F. Each signal shall be packed or crated separate and complete by itself. The outside of each package or crate shall clearly show the manufacturer, type, catalog number, Purchaser purchase order number and project. Mounting attachments may be shipped separate from the signals, but the boxes or crates shall be marked clearly with the same information as the signals. Mounting attachments of different types shall not be mixed in one box or crate. 2.~.1 - TQllfic Signal Lamps A. ~: AIl incandescent traffic signal lamps shall be supplied with the signal heads and shall have a , , standard, medium brass screw base and a clear glass envelope. The light center length L (L.C.L.) or the dimension, in inches from the center of the filament to the tip of the base, -. -- shall be in conformance with the following design requirements. - LL. _ ,150 Watt series (for 12" signal heads) ~, -_. u~",; , (J Light center length 3" l;'--, _oZ. Rated life hours 8,000 hours 3. Rated initial lumens 1,950 lumens 4. Minimum initial lumens 1,745 lumens 5. Rated voltage 130 volts B. The glass envelope of the 150 Watt lamp shall be etched to show the manufacturer's insignia or trademark, the voltage rating, the rated wattage and the rated life hours. C. LED Vehicle Signal Module 14 March 15, 2004 A. LED Vehicle Traffic Signal Modules shall comply with the latest revision of the "Equipment and Material Standards of the Institute of Transportation Engineers: Chapter 2a: VTCSH Part 2: Light Emitting Diode (LED) Vehicle Signal Modules (Interim)''' Note the following: ' , --:::; <:;.." (~ ,--' ----. ~ . "Section 5.5 Dimming (Optional)" is not required. ~.._;' '>). ~ . "Section 5.8 Failed State Impedance (Optional)" is required. -- .l,o . Compliance with all other sections of this standard is required. __eO, --..'" ) 2.05.2 - Backplates (() A. BackPlates shall be 0.125 inch thick thermoplastic and provide a minimum of a 5~~h-blaci( field around the assembly. Comers of the backplates shall be rounded with a 2\1,-inth radius':'" B. Backplates shall be supplied with attaching bolts or screws in sufficient quantity to securely hold the backplates to the signal heads. 2.05.3 - Aluminum traffic Signal Pedestal A. The pedestal shaft shall be fabricated of aluminum tubing with a wall thickness of not less than 0.125 inches. Shaft shall have a brushed aluminum finish. B. The shaft shall be attached to a square cast-aluminum base with a handhole. The size of the handhole shall be at least S\I, inches by 8\1, inches and equipped with a cover, which can be securely fastened to the base with the use of simple tools. A lug shall be provided near the handhole to permit connection of a #6 A WG grounding wire. C. The length of the pedestal, from the bottom of the base to the top of the shaft, shall be 10 feet. The top of the shaft shall have an outer diameter of 4\1, inches and shall be designed to receive a pole top mounting bracket to a traffic signal. D. Pedestals shall be equipped with all necessary hardware, shims and anchor bolts to provide for a complete installation without additional parts. E. The pedestal base shall be designed to mount on four %-inch anchor bolts spaced evenly around a 12%-inch diameter bolt circle. 2.05.4 - Pedestrian Push Button Detectors A. Pedestrian push button detectors shall be of the direct push contact type without levers, handles or toggle switches. Each detector shall consist of a pressure activated non-moving button mounted in a durable case. The button shall have a two tone audible and visible momentary LED light. The button shall be entirely insulated from the case and operating button with terminals for making connections. The case shall have one outlet for \I, inch pipe. The operating button shall be made of brass or other non-rusting metal alloy and shall be of sturdy design. This button shall be weatherproof. The entire assembly shall be weathertight, secure against electrical shock and of such construction as to withstand continuous hard usage. The contacts shall be normally open and no current flowing except at the moment of actuation. B. A saddle shall be provided if necessary to secure a rigid installation and neat fit. C. Push button detectors shall be given one prime coat of metal primer and two coats of high quality black exterior enamel. 2.06 - Controllers A. General Design Requirements 1. Purpose. It is the purpose of Section A of these specifications to set forth minimum design and functional requirements for all actuated controllers included in this specification. 2. Electrical Ftequirement a. Power 15 March 15, 2004 i. Nominal Voltage and Current. The controller shall be designed to operate from a nominal 120 volt alternating current, 60 hertz power source. ii. Voltage and Current Ranges. The controller shall operate satisfactorily within a voltage range of 95 to 135 volts alternating current and a frequency range of 57 to 63 hertz. b. Controller Connections. NEMA Connection Requirement. The controller shall contain a circular twist lock type connector meeting the requirements of Part 3, Section TS 1-3.05 "Pin Connections", paragraph A. NEMA Traffic Control Systems Standard TSI-1983. c. Overcurrent Protection. The controller shall contain a front panel mounted AC power input fuse of suitable size to provide over-current protection. d. Automatic Reorientation. In the event of a power interruption, the controller shall be capable of automatic reorientation upon power resumption and shall require no manual initiation or switching. 3. Constancy of Intervals. Minimum Requirements. The length of any interval or timing setting shall not change by more than +-100 milliseconds from its set value, so long as the voltage and frequency of the power supply and the ambient temperature inside the controller cabinet remain within the tolerances specified in these specifications. 4. Interval Sequence a. General. The controller shall provide the proper intervals and interval sequence as required in the following section of these specifications. b. Required Interval Sequence. The phase and interval sequence shall be programmable to provide from two through eight phase dual ring operation with 4 overlaps as described in the latest revision of the NEMA Standards for traffic control systems. c. Skipping of Actuated Phases. If, prior to the end of the green interval of the terminating phase, neither vehicle nor pedestrian memory indicates a need for the next traffic phase, the intervals which comprise that phase shall be omitted from the interval sequence. However, once the green interval has been terminated, the phase r"1 causing the termination may not be omitted. -, -- This does not, however, preclude the use of recall switches which when in the "on" c ) position, shall cause the phase to be displayed even though no detector actuations have , < been received. ! ! " 5. Interval Setting and Functions --, -, , - Provision for Setting. The controller shall provide for the setting of each interval, L' "- " a. _L__ '-=-..j ",-- portion of interval, or function by means of a positive setting on a keyboard. (J 1. Keyboard entry shall have a user friendly interface such that in every case the meaning of a number being displayed shall be clearly evident without reference to the sequence of key strokes preceding the display and without reference to a manual or instruction sheet. The method of finding current data and of changing data shall be intuitive to the extent that little or no training is required and keystroke sequences do not need to be memorized except for security access codes. b. Location of Controls. The interval and function controls shall be located on the front of the controller and shall be properly designated as to the function each control performs. c. Required IntervalslFunctions and Ranges. The required intervals, portions of intervals, and functions for each phase of operation are listed in Table I. 16 March 15, 2004 TABLE 1 Functions and Timing to be Provided On Each Phase of Operation Minimum Ran2e Increment (See.) (Sec.) Minimum Initial 1-99 1.0 Maximum Initial · 0-99 1.0 Added initial Per Actuation 0-9 0.1 Passage Time 0-9 0.1 Minimum Gap 0-9 0.1 Time To Reduce to Minimum Gap 0-9 0.1 Time Before Reduction 0-99 1.0 Time Before Reduction 0-99 1.0 Maximum 1 1-99 1.0 Maximum 2 1-99 1.0 Yellow Change 0-9 0.1 Red Clearance 0-9 0.1 Walk 0-99 1.0 Pedestrian Clearance 0-99 1.0 Red Revert (One Per Controller) 3-9 1.0 · Maximum Initial may have fixed value of 30 Sec. d. Interval and Function Indication i. Indication. Long life light emitting diode indications or approved equal shall be provided and appropriately labeled on the controller to facilitate the determination of operation and termination of the intervals and functions contained therein. Indication shall include but not necessarily be limited to the following: .Phase( s) next .Dwell f._c., (~ -- .Phase( s) in service .Walk 11 .Initial interval .Ped clear -- -- .Vehicle interval .F orce off J;.:. '-, l I . Yellow change interval .Hold ~-_.~ -.... " i .Maximum termination .Red clearance C") .Gap termination , ~.-~ F- Y '_0 ii. Call Indication. Indication shall be provided on the controller to display presence of vehicle call including memory and detector actuations and presence of a pedestrian call when pedestrian timing functions are included. e. Vehicle Recall Switch(s). A recall switch shall be provided for each actuated vehicle phase which, when asserted, shall cause the automatic return of the right-of- way to that phase in accordance with the specified interval sequence. f. Maximum Recall Switch(s). The recall switch(s) shall provide a maximum recall position which when asserted for a phase, shall cause the automatic return of the right-of-way to that phase for the duration of the maximum green interval in accordance with the specified interval sequence. 17 March 15, 2004 g. Vehicle Detector Non-Lock Memory Switch(s). A switch shall be provided for each actuated vehicle phase which, when placed in the non-lock position, shall cause the vehicle detector memory circuit for that phase to be disabled. h. Pedestrian Recall Switch(s). A recall switch shall be provided for each actuated phase that includes pedestrian interval timing function, which when asserted, shall cause the automatic return of the controller to that phase and related pedestrian interval(s). i. Flashing of Pedestrian Clearance Interval Functions. Means shall be provided to control the flashing of pedestrian signals during the pedestrian clearance interval(s). 6. Signal Circuits. a. General. The controller shall be provided with suitable load switches, external to the controller, for closing and opening signal light circuits. Such shall be sufficient in quantity to provide the interval sequence as described in Subsection A.4.2 of this specification. Solid state load switches will be required for solid state controllers. b. Closing and Opening of CircuitslMinimum Capacity. The closing or opening of signal circuits shall be positive without objectionable dark intervals, flickering of lights, or conflicting signal indications. Each switch shall have a capacity of not less than 10 amperes of incandescent lamp load at 120 volts AC. c. NEMA Triple Signal Load Switch(s). External jack mounted load switches shall be provided in accordance with Part 5, "Solid-State Load Switches", Sec. TS 1-5.01, NEMA Traffic Control Systems Standards, TSI-1983. 7. Conflict Monitor Minimum Requirements. For actuated controllers of solid state design and construction or actuated controllers utilizing solid state load switches, a separate extemal signal monitoring device shall be provided to monitor the occurrence of conflicting Green or Walk indications and shall cause the signals to go into flashing operation should such conflicts be sensed. This shall conform to Part 6, NEMA TS 1- 1983. The monitor shall have an LCD Screen. 8. Flashing of Signals a. Minimum Requirements. Means external to the controller shall be provided to permit the substitution of flashing signal indications for the normal specified interval sequence. The indications to be flashed shall be as specified here or in the c'-'\ included interval sequence chart on the plans.A1l signals shall flash red. ~.-. . ...-:": Flashing Rate. Flashing shall be at the rate of not less than 50 nor more than 60 ("~J ~.,/ 1. ,rOo flashes per minute with approximately 50% on and 50% off periods. Flashing I_~- rate shall not vary so long as the power source remains within the specified c. - .. limits. -- -- II 11. Capacity. The operation of the flashing circuit shall be accomplished in such a ......l-.__ -"-- U~: manner as to avoid undue pitting or burning or other damage to load switches at '- (~) 10 amperes of tungsten lamp load at 120 volts, 60 hertz AC for 50 million times. b. Control of Flasher Mode. 1. Police panel switch. Operation of flash mode from police panel shall put operation of controller into Stop Time Mode. ii. Inside switch. An "auto-off-flash" mode switch shall be provided inside cabinet. c. Flashing of Vehicular Signals. Flashing of vehicular signal indications shall be obtained from one or more flashers, each of which is a self-contained device designed to plug into a panel in the controller cabinet. If the flashing is provided by two flashers, they shall be wired to assure that the flashing of all lenses on the same approach is simultaneous. 18 March 15, 2004 d. Flashing of Pedestrian Signals (pedestrian Clearance). When pedestrian interval timing functions are included, means shall be provided to permit flashing of the DON'T WALK pedestrian signals during the pedestrian clearance interval. e. Solid State Flasher. A solid state flasher with no contact points or moving parts shall be provided. The solid state flasher shall utilize zero point switching. This shall conform to Part 8, NEMA Traffic Control Systems Standards, TSI-1983. 9. Manual Control. a. Manual Control Enable. When specified, manual commands shall place vehicle calls and pedestrian calls (when pedestrian timing is included in the ~ontroller's sequence of operation) on all phases, stop controller timing in all intervals except vehicle clearances, and inhibit the operation of the external advance input during vehicle clearance. b. Operation Without Pedestrian Timing. When concurrent pedestrian timing is not provided, one actuation of the interval advance input shall advance the controller to Green rest, from which it will immediately select a phase next and advance to the Yellow Vehicle Clearance, subject to the constraints of concurrent timing c. Operation With Pedestrian Timing. When concurrent pedestrian service is provided, two sequential activations of the interval advance input shall be required to advance through a Green interval, the fIrst actuation shall terminate the WALK interval, and the second shall terminate the GREEN interval including the Pedestrian Clearance Interval. d. Automatic Timing of Vehicle Change/Clearance Intervals. All Vehicle Change/Clearance Intervals shall be timed intemally by the controller. Actuations of the interval advance input during Vehicle Change/Clearance intervals shall have no effect on the controller. 10. Stop Timing. Suitable input from auxiliary equipment or other external sources, shall cause cessation of controller timing during assertion of such input. Upon removal of such input assertion, the interrupted interval, which was timing, shall resume' normal timing. Provisions shall be made to insure that there is no conflict betwCl=n the \/lltious inputs to this function which would result in a stop time signal for one rmg Ilffecting the- .., condition of the other ring. - - 11. Coordination -- ", -.'\ a. Minimum Requirements. Means shall be provided within the controllel'tcipermit. its ,j interconnection into a coordinated traffic signal system when coordinl!#n~lieviq~s are added. As a minimum, this should include the provision of Yield circuit or Hold circuit, accessible to interruption by commands external to the controller"?? ..0 b. Hold Feature. The controller shall contain a Hold Feature which when asserted for a particular phase shall hold that phase in a rest condition. Upon release from the Hold, the phase shall immediately advance into the appropriate clearance interval or other unexpired portion of the green, provided there is an actuation on an opposing phase. c. Force-Off Feature. The controller shall contain a Force-off Feature which, when asserted shall cause termination of the current phase provided that phase is in the extension portion. In no case shall assertion of force-off cause termination in a clearance interval or during a minimum green for vehicles or pedestrians. d. NEMA Coordination Requirements. In addition to the minimum coordination requirements specified above, the controller shall contain the coordination features for the applicable configuration included in NEMA Traffic Control Systems Standard TSI-1983. 19 March 15,2004 -+"-"._-- e. Closed loop Compatibility. The controller shall be fully compatible with an Eagle Signal Company computer controlled signal system. It shall allow full use of all optional functions of that computer system. 12. Environmental and Testing. a. Minimum Requirements. i. General. The controller shall maintain all of its programmed functions and timing intervals when the ambient temperature and humidity are within the specified limits of this specification. ii. Ambient Temperature. The operating ambient temperature range shall be from -30 degrees to +165 degrees F. iii. Cooling/Heating Devices. No heating or cooling devices other than standard vent fan(s) shall be required for proper operation of the controller. iv. Humidity. The controller shall be designed to operate properly within a relative humidity range of 0 to 95% up to 110 degrees F. b. NEMA Requirements. 1. Environmental and Operating. The controller shall fulfill the environmental and operating requirements as described in Part 2, Section I, "Environmental and Operating Standards", NEMA Standards TSI-1983. 11. Testing. The controller shall fulfill the testing requirements as described in Part 2, Section 3, "Test Procedures", NEMA Traffic Control Systems Standard TSl- 1983. 13. Cabinet. a. Basic Construction. The controller and all associated equipment shall be provided in weatherproof metal cabinet of clean-cut design and appearance. The controller cabinet must be large enough to accommodate a future master control unit (under separate contract, unless specified in the plans). The cabinet must be fiber ready. 1. Construction Material. The cabinet shall be constructed of sheet or cast aluminum. 11. Door. A hinged door shall be provided permitting complete access to the interior of cabinet. When closed, the door shall fit closely to gasketing C1 material, making the cabinet weather and dust resistant. The door shall be -.., -~ provided with a strong lock and key. f,;.', ,"'---', The door shall be designed to be opened only with the standard controller cabinet key currently used by the City of Cedar Rapids. A sample key will be - made available to the successful bidder. - Lf,._~ iii. Auxiliary Door. A small, hinged and gasketed "door-in-door" shall be included U~~;.: on the outside of the main controller door. The auxiliary door shall not allow -" . access to the controller, its associated equipment, or exposed electrical Q terminals but shall allow access to a small switch panel and compartment containing a signal shutdown switch, a flash control switch, and other specified functions. The auxiliary door lock shall be equipped with a strong lock utilizing keys of a different design from those provided for the main cabinet door. The auxiliary door lock shall be designed to be opened only with the standard auxiliary door key used by the City of Cedar Rapids. A sample key will be made available to the successful bidder. iv. Door Stop. The controller cabinet door shall be provided with a stop and catch arrangement to hold the door open at angles of both 90 degrees and 180 degrees,:I: 10 degrees. 20 March 15, 2004 v. Mounting Shelves. The cabinet shall contain strong mounting table(s) or sliding way(s) to accommodate the mounting of the controller and all included auxiliary equipment. The mounting facilities shall permit the controller and/or auxiliary equipment to be withdrawn from the cabinet for inspection or maintenance without breaking any electrical connections or interrupting operation of the controller. vi. Mounting Screws. Screws used for mounting shelves or other mounting purposes shall not protrude beyond the outside wall of the cabinet. vii. Outlet and Lamp. An electrical outlet shall be furnished and located in an accessible place near the front of the cabinet and each cabinet shall be provided with a goose neck light mounted in the cabinet in a manner which will provide adequate light to service all parts of the cabinet interior during nighttime hours Size, Type and Mounting. 1. Size. The cabinet shall be of such size to adequately house the controller, all associated electrical devices and hardware, and other auxiliary equipment herein specified. 11. Mounting. The cabinet shall be arranged and equipped for concrete base mounting. Sufficient galvanized anchor bolts, clamps, nuts, hardware, etc., as required for the specified mounting type shall be furnished with each cabinet. b. Ventilation. A thermostatically controlled duct fan unit with a minimum rating of 100 CFM in free air shall be installed in the cabinet to provide forced air ventilation through the cabinet. The fan unit shall be mounted to the inside top of the cabinet and shall be easily removed and replaced without having to dismantle any part of the cabinet or exhaust duct system. The thermostat controlling the fan shall be manually adjustable to turn on between 90 degrees F and 150 degrees F with a differential of not more than 10 degrees F between automatic turn-on and turn-off. The fan shall intake air through filtered vents located near the bottom of the cabinet or cabinet door and exhaust it through a weather-proof, screened duct located near the top of the cabinet. Fiberglass type dry filters shall be used to cover'the air intakes into the cabinet. These filters shall be easily removed and replaced '~ be of standard dimensions commercially available. The filters shall be:p~ded With- " positive retainment on all sides to prevent warpage and entry of foreign l1)li.Jler - around the edges. .~ .\ Connecting Cables, Wiring and Panels. .__1 c. ' I , -- ..' j, Connecting cables. Electrical connections from the controller (and -a!lXil~ devices when included) to outgoing and incoming circuits shall be ~e in sujin a manner that the controller (or auxiliary device) can be replaced witfl a simi/:& unit, without the necessity of disconnecting and reconnecting the individual wires leading therefrom. This can be accomplished by means of a multiple plug, a spring-connected mounting or approved equivalent arrangement. Correlation shall be made with connecting cable plug and controller jack as described in Subsection 2.2., Section A of this specification. In addition to the above, a mating plug/cable assembly shall be provided for all connectors on the controller (or auxiliary device). 11. Panels and Wiring. Each cabinet shall be furnished with suitable, easily accessible wiring panel(s). All panel wiring shall be neatly arranged and firm. a) Wiring Terminals. Terminals shall be provided, as a minimum, for the following: Terminal with N.E.C. cartridge fuse receptacle, fuse, power line switch or magnetic circuit breaker, with integral power line switch, for the incoming power line. 21 March 15, 2004 "~-----_._-_._"-_. Terminal, unfused, for the neutral side of the incoming power line. Terminals and bases for signal load switches, and outgoing signal field circuits. Terminals and bases for signal flasher and outgoing signal field circuits. Terminals for detector cables. Terminals for all required auxiliary equipment. Terminals for all conflict monitor inputs and outputs. Terminals for all NEMA defined inputs and outputs Terminals for all inputs and outputs defined by the controller manufacturer which may be in addition to the NEMA defmed inputs and outputs. b) Clearance Between Terminals. Adequate electrical clearance shall be provided between terminals. The controller, auxiliary equipment, panel(s}, terminals and other accessories shall be so arranged within the cabinet that they will facilitate the entrance and connection of incoming conductors. c) Signal Circuit Polarity. The outgoing signal circuits shall be of the same polarity as the line side of the power service; the common return of the same polarity as the grounded side of the power service. d) Grounding Conductor Bus. An equipment grounding conductor bus shall be provided in each cabinet. The bus shall be grounded to the cabinet in an approved manner. d. Fusing and Surge Protection. i} Incoming AC Line. Suitable overcurrent protection, utilizing one of the methods described in Subsection A.13.4.2.1, shall be provided. ii) Branch AC Circuits. Suitable overcurrent protection devices shall be provided for each of the following AC power line input circuits: 1. Controller mechanism 2. Cabinet fan 3. Conflict monitor C:"l 4. Detector amplifiers .~ -- 5. Flash transfer --,,- ' ~ . iii) Light & Outlet Fuse. A 15 ampere fuse and indicating type of fuse holder, wired , in advance of the main circuit breaker for protection of the AC power input I, L.J circuits to the cabinet light and the convenience duplex receptacle shall be -- --'. -. provided.The Cabinet light shall be a goose neck type. L:. ,--- .'.'. . iv) Surge Protection. High energy transient surge protection shall be provided on ~, the incoming AC power lines in order to minimize potential controller damage. (.-.4 r~ This shall be a gas discharge lightning arrestor - 200-400 volts. A second such device shall be provided on the AC power line to the controller unit. e. Painting. The cabinet shall be natural, unfmished aluminum. All mounting attachments shall be natural, unfinished aluminum or finished with two coats of high grade aluminum colored paint. f. Plastic Envelope. A heavy-duty clear plastic envelope shall be securely attached to the inside wall of the cabinet door. Minimum dimensions shall be 11 inches wide x 14 inches deep. g. Cabinet shall have a battery back system with an automatic transfer switch. The unit shall flash the signals.Batteries shall be mounted in a small side mount cabinet. 14. Guarantee. The equipment furnished shall be new, of the latest model fabricated in a first-class workmanlike manner from good quality material. The manufacturer shall replace free of charge to the purchaser any part that fails in any manner by reason of defective material or workmanship within a period of 18 months from date of shipment 22 March 15, 2004 from the supplier's factory, but not to exceed one year from the date that the equipment was placed in operation after installation. 15. Wiring Diagrams and Documentation One documentation package shall be supplied in each controller cabinet and three additional copies will be supplied for office use. Each package will consist of the following list of items for the cabinet and load facility and for each model of controller, conflict monitor, load switch, and flasher. a) Complete schematic diagram, accurate and current for unit supplied. b) Complete physical description of unit. c) Complete installation procedure for unit. d) Spec.ifications and assembly procedure for any attached or assooaed eqitiPment >."\ reqUITed for operation. :<- C " ::. Complete maintenance and troubleshooting procedures. ..- ,.' . e) ,- f) Warranty and guarantee on unit, if any. - ~,". g) Complete performance specifications (both electrical and mechanical) on unit. :~;. "oj h) Complete parts list - listing full names of vendors and parts not Iden,tified '*' universal part numbers such as JEDEC, RETMA, or EIA. ";!:.' ' -"" i) Pictorial of components layout on chassis or circuit boards. 7 ,0 j) Complete stage-by-stage explanation of circuit theory and operation. B. Multi-Phase Traffic Actuated Controllers 1. Purpose. It is the purpose of this section of the specifications to set forth minimum design and operating requirements for multi-phase (two through eight phase) traffic actuated traffic signal controllers. 2. General Design Requirements. The General Design Requirements in Section A of this specification shall apply in addition to certain design, operational and functional requirements hereinafter described. a. NEMA Design Requirements. The controller shall be designed in accordance with the applicable requirements, included in NEMA Traffic Control System Standard TSI-1983. b. Controller Interchangeability. Interchangeability of controllers furnished under this specification shall be achieved by connector plug interchangeability as designated in Part 3, NEMA Traffic Control Systems Standard TSI-1983. c. Maximum Controller Dimensions. The controller shall be no more than 19 inches wide, 13 inches high and 11 inches deep. 3. Operational Requirements. a. Mode of Operation. The controller shall provide the multi-phase operation described in Subsections I and 2 of this section of the specification and shall be fully actuated with means of receiving actuations on all phases. The traffic signal controller shall be capable of Volume Density operation. The controller shall have variable initial and time waiting gap reduction features. The controller shall also have dual maximum extension capability. b. The controller shall also permit a non-actuated mode of operation on any of its phases by assertion of the vehicle recall function (or pedestrian recall function when such function is present) on the desired phase. c. Call to Non-Actuated Mode. The controller shall feature an input which, when asserted, shall permit the selection of non-actuated mode of operation on any of its phases. d. Operation With Auxiliary Functions/Devices. The controller shall be capable of having its basic operation expanded or augmented by the addition of auxiliary functions or devices. 23 March 15, 2004 e. Minimum Green 1. Actuated Phase. The minimum green shall consist of an initial portion Only, or a separately set Minimum Green function. If pedestrian functions are provided and a pedestrian actuation is received, the Minimum Green shall consist of a WALK interval plus a Pedestrian Clearance interval. ii. Non-Actuated Phase. In the non-actuated mode of operation, the Minimum Green on the non- actuated phase shall be equal to the values described for Actuated Phases in the preceding paragraphs or shall be equal to a separately set Minimum Green function. f. Unit Extension. The actuation of a vehicle detector during the extendible portion of an actuated traffic phase having the right-of-way shall cause the retention of right- of-way by that traffic phase for one Unit Extension portion from the end of the actuation but subject to the Maximum (extension limit). g. Maximum (Extension Limit). The Maximum or extension limit shall determine the maximum duration of time the right-of-way can be extended for a phase having successive detector actuations spaced less than a Unit Extension portion apart. h. Initiation of Maximum (Extension Limit). The timing of the Maximum or extension limit shall commence (1) with the first actuation or other demand for right-of-way on a traffic phase not having the right-of-way or (2) at the beginning of the Green interval if an actuation or other demand for right-of-way has been previously registered on a traffic phase not having the right-of-way or, alternatively, the Maximum may commence at the end of the initial portion of the Green interval if an actuation or other demand has been previously registered on a traffic phase not having the right-of-way. i. Transfer of Right-of-Way. The actuation of any detector on a traffic phase not having the right-of-way shall cause the transfer of the right-of-way to that traffic phase at the next opportunity in the normal phase sequence provided that there has been an expiration of a Unit Extension portion with no continuing actuation or an expiration of the Maximum (extension limit) timing on the preceding phase having the right-of- way. j. Change Clearance Interval(s) Prior to Transfer. The transfer of right-of-way to any conflicting phase shall occur only after the display of the appropriate change clearance interval(s). k. Rest in Absence of Actuation. en S 1. Minimum Rest. In the absence of detector actuation or assertion of recall -- switch(s), the right-of-way indication shall remain (rest) on the traffic phase on C_J which the last actuation occurred. "".- n. Rest in All-Red. In the absence of detector actuation or assertion of recall ~~,J switch(s), the controller, after display of the appropriate clearance interval(s) on - -. the last phase having the right-of-way, shall rest in Red (and associated ...." ,-j " Pedestrian DON'T WALK indications) on all phases until detector actuations -,-. ..-:,- " '\ are received. ~ I. Memory Feature. Unless precluded by the operation of non-memory feature, the following memory retention shall be provided in the controller. 1. Memory Change During Clearance Interval(s). An actuation received during a change clearance interval for a traffic phase shall cause the right-of-way to return to that phase at the next opportunity in the normal phase sequence. n. Memory If Phase Terminated by Maximum (Extension Limit). If the right-of- way is transferred by the operation of the Maximum or extension limit, the 24 March 15,2004 traffic phase losing the right-of-way shall again receive it without further actuation at the next opportunity in the normal phase sequence. m. Pedestrian Timing Operation. When pedestrian timing functions are specified in the General Design Requirements, Section A of this specification, the following pedestrian function operation shall be provided. i. Pedestrian Timing With Non-Actuated Phase. In the non-actuated mode of operation, a WALK interval shall be provided simultaneously with the associated Minimum Green interval of the non-actuated phase. A flashing DON'T WALK Pedestrian Clearance Interval shall follow the WALK interval, during which the Green traffic phase continues to be displayed. ii. Pedestrian Timing With Actuated Phase. When pedestrian actuation is received, a WALK interval shall be provided concurrently with the associated Green traffic phase interval. A flashing DON'T WALK Pedestrian Clearance interval shall follow the WALK interval during which the Green traffic phase continues to be displayed. iii. Condition in Absence of Pedestrian Call. In absence of pedestrian actuation or assertion of pedestrian recall function, pedestrian signals shall remain in a DON'T WALK condition. iv. Recycle of Pedestrian Functions. In the absence of opposing phase demand, it shall be poSsible to recycle the pedestrian interval functions to succeeding pedestrian actuations without change in vehicle indications. v. Pedestrian Actuation Memory. Pedestrian actuations received by a phase during steady or flashing DON'T WALK indications of that phase shall be remembered and shall cause the controller to provide pedestrian timing functions for that phase at the next opportunity in the normal phase sequence. vi. Non-extension of Pedestrian Intervals. Successive pedestrian actuations, shall not cause extension of the pedestrian intervals. ,>,,~, n. Advanced Operational Features. When certain advanced operati~,tfeatuie~ are \J. specified in the General Design Requirements, Section A of this specification.- the .- controller shall provide the following operation. -<=- _.-~ i. Volume Density Operation. '_../ a) Variable Initial. Utilizing the specified mode selected to Jiipyi.de ~s function, the controller shall enable an increase in timing Of1:he Initilil portion of the Green interval of a phase based upon the numb~ of trartfc actuations stored on that phase during its YELLOW and RED interval. b) Time Waiting Gap Reduction. Utilizing the functions specified, the controller shall enable a reduction in the Extension portion of the Green interval of the phase having the right-of-way in proportion to the time elapsed from the registration of an actuation on an opposing phase or from the beginning of the Green interval, whichever occurs later. ii. Dual Maximum (Extension Limit) Operation. Assertion by extemaI command for the operation of a Maximum II function for a phase shall cause the controller to provide the timing value for that function in lieu of the normal maximum value. o. NEMA Operational Requirements. In addition to the basic operational requirements specified above, the controller shall provide the operational features for the applicable configuration included in the NEMA Traffic Control Systems Standard TSI-1983. 4. Functional Requirements. 25 March 15, 2004 a. Basic Functional Requirements. Functional requirements for the multi-phase traffic actuated controller shall be as specified in the General Design Requirements in Section A of these specifications. b. NEMA Functional Requirements. In addition to the basic functional requirements specified above, the controller shall provide the functional features for the applicable configuration, included in the NEMA Traffic Control Systems Standard TSI-1983. c. Overlaps. When required by the interval sequence chart in the General Design Requirements section of these specifications, overlap(s) shall be provided by the controller and may be implemented via internal or extemallogic. 5. Enhanced operation. a. Preemption. A minimum of two preemption inputs shall be provided. These shall be designed for railroad or emergency vehicle preemption and shall provide the ability to set the delay before start of preempt sequence and the duration of the preempt sequence. It shall also be possible to defme the status of each phase as red, green, flashing yellow, or flashing red during the preemption period and to provide an orderly transition into and out of the preemption period. b. Coordination. The controller shall be capable of emulating a 3 dial/3 split/3 offset pretimed controller coordinated with a 9 wire interconnect system. c. Time Base Functions. The controller shall have the capability to provide intemal time based coordination. In addition it must provide a minimum of two auxiliary outputs controlled by the time base coordination which can be fully programmed on a time basis to control extemal devices on a cycle by cycle, time of day, day of week, and/or holiday schedule on an annual basis. 6. Remote Flash. A remote flash input is required which will provide for the remote implementation of flashing operation consistent with the requirements of the MUTCD. This shall include a means of programming a "Flash Entry Phase" and a "Flash Exit Phase. " 2.07 - Inductive Loop Vehicle Detector A. Design Requirements 1. Operation a. General The detectors shall be designed to operate with loop and lead-in wire combinations having a wide variation in electrical characteristics. The electrical characteristics are a function of the length and width of the loop, the length and type of lead-in m wires, and other factors. The detector shall operate with the usual configurations of .~ ..,.-( c' loops and lead-in wires, standard with the Department, which have a 40 to 700 microhenry total inductance. The detector shall provide reliable detection and maintain an output indication for a -.,. period of not less than three (3) minutes for a vehicle that causes a 0.02% change in .' -- the total inductance of the loop and lead-in system as measured at the detector loop L..: ~....-.- L~)<: input terminals. The detector shall provide operation as above with a loop system ~) having any or all of the following characteristics: ~'- 1) A shunting resistance of 10,000 ohms or greater to a common or circuit ground bus. 2) A loop system quality factor (Q) of not less than 5.0, when connected to the detector being tested. Q is defined as the ratio of the resonant operating frequency over the half-power bandwidth. 3) A total or equivalent inductance within the range of 40 to 700 microhenries at the detector loop input terminals. 26 March 15, 2004 A sensitivity adjustment or selector shall be provided to allow selection of a high, medium or low sensitivity adjustment. b. Loop Energizing and Detector Sensing Circuits. The detector shall provide reliable detection of licensed motor vehicles. The detector shall provide an input (switch closure) only when vehicles are passing or stopped over the loop and shall detect all vehicles passing over the loop at speeds up to 80 miles per hour. i) Turn on. When first turned on, while tuning or being tuned, the detector shall provide a continuous output pulse (switch closure), plus a visual indication, in both the presence and pulse modes of operation. On power failure, or loop failure that would cause the inductance to exceed the tuning range, the detector must place a continuous call. ii) Frequency. To prevent mutual interference "crosstalk", the detectors shall be provided with a three position frequency mode switch on the front panel. iii) Automatic Tuning. The detector shall be designed to be initially tuned to the loop and provide for automatic drift compensation. iv) Weather. The operation of the detector shall not be affected by changes in the inductance of the loop caused by environmental changes, such as rain, hail, snow, temperature humidity, nor shall the sensitivity be markedly affected. c. Accuracy. The ,detector shall be able to detect all licensed vehicles, including motorcycles, accurately. 2. Detector Output. The detector output (switch closure) to the associated qaffic CQ9lrol equipment shall be provided by means of a relay. The relay shall have a riiCl;~icarJife n of at least 1,000,000 operations. The contacts shall have a rating of at least-F;O ampere - at 120 volts AC or DC. -;;-. "r\ Power Supply. The detector shall be designed to operate on a 110 commerciaI60-h~ _ _.~1 3. . _,~i power line over a voltage range of 100-125 volts. The primary of the pow~~~pply:) transformer shall be fused with a 1/4 inch diameter, 1 1/4 inches long, 250 vo4,fuse of.;.. suitable current rating. An extractor-post fuse- holder shall be provided. 'ijje fuse--;:" rating shall be marked by the fuse-holder. 4. Visual Indicator. A long life light emitting diode shall be used to provide a visual indication of each vehicle detection. Lamps shall be easily replaceable without the use of tools. The indication must be readily visible in the indirect sunlight. All indicator lights shall have a minimum design life of 20,000 hours at rated voltage unless an ON-OFF switch is provided to control the lights. If an ON-OFF switch is provided, the design of the lights need be only 1,000 hours at rated voltage. 5. Dielectric Strength. The detector shall withstand a dielectric strength test of 1,250 volts, 60 hertz per second, AC applied between the 120 V AC line-supply circuit and the terminals for the external loop for a period of one minute 6. Interchangeability and Design Life. All modules and components of the same type shall be interchangeable. The design life of all components, under conditions of normal operation, shall not be less than five years. 7. Delay Call. The detector, when specified on the bid form, to have a "Delayed Call" feature, shall be capable of ignoring a vehicle actuation unless it persists for more than a predetermined period of time. The predetermined time shall be adjustable from 0 to 25 second minimum on the front panel. The "Delayed Call" feature shall be inoperative during the green interval for the phase related to the amplifier. B. Enclosure 1. General. A dustproof, metal enclosure shall be provided to enclose all electrical parts of the detector. The enclosure shall be designed for placement on a shelf in a weatherproof field cabinet. The detector shall not be position sensitive. 27 March 15, 2004 2. Detector Units. Detector units shall be designed for use with loop combinations (two to four loops) in series or parallel or series-parallel). The detector model shall have a visual indication of a call and will not require external equipment for tuning or adjustment. 3. Size. A small size enclosure and the ability to stack the enclosures, one on top of another, is desirable. Single detector units shall not be larger than 6 inches by 3 inches by 8 inches deep. 4. Marking. Each detector shall be marked with the manufacturer's name, model, catalog, or type number, and serial number. The electrical input rating (voltage, frequency, and wattage) shall be included in the marking. C. Input/Output Receptacle 1. Function Assignment. Input and output connections for the detector shall be made to a type MS-3102-AI8-lP box receptacle with 10 male contacts. A plastic cover shall be provided on the receptacle. The pin positions of the input/output connector shall be assigned as follows: Pin No. Function A 120VAC(-) B Output Relay Common D C 120 VAC (+) ....jj ....-;""'" 0 Input from Loop " CD ' / E Input from Loop ('-'--0, F Output Relay N.O. .,--+ L,_ G Output Relay N.C. -.,' H Chassis Ground -, -. , , I Spare L'n_ - J Spare -",-- LJ.,-.:: '-'-", f, ~.J " 2. Plug and Cable. A plug, type MS-3108-B with type 18-IS insert, with 10 female contacts shall be furnished, wired, leads of leads of #18 A WG stranded, color-coded wire with 300 volt insulation. A type MS-3057-10 cable clamp and boot shall be provided for strain relief. The leads shall be 5'0" in length, the first 16 inches ofIeads, from the plug, shall be enclosed in cotton braiding. No terminals are required on the leads. D. Components 1. Inductors and Transformers. All inductors and transformers shall have their windings insulated and shall be impregnated to exclude moisture. All wire leads shall be color coded. 2. Resistors and Capacitors. All resistors and capacitors shall be insulated and shall be marked with their resistance or capacitance value. Resistance and capacitance values may be indicated by the Radio Electronics Television Manufacturer's Association (RETMA) color codes. All electrolytic capacitors shall be marked to indicate polarity and voltage. 3. Printed-Circuit boards. All printed-circuit boards shall be at least 1/16 inch thick and shall be made of glass-cloth silicone. National Electric Manufacturer's Association (NEMA) type G-IO glass epoxy or equivalent. The conductor material shall be copper, 0.0027 inch thick, having a weight of 2.0 ounces per square foot, with a protective solder coating. All printed-circuit board connectors (male and female) shall be gold plated over the copper base. The printed circuit-boards shall be securely mounted in such a way as to prevent flexing or bending of the boards, and shall be easily removable for servicing or replacement. 28 March 15, 2004 4. Wiring. All interconnecting wire shall be insulated #22 A WG or larger, suitable for 180 degrees F operation. 5. Solid State Circuitry a. Components. Transistors, integrated circuits, or semi- conductor diodes shall be used for all amplifying, detecting, rectifying, counting logic, and regulator circuits. No vacuum or gas tubes shall be used except for pilot lights. Transistors, integrated circuits, and diodes shall be marked with their type number and shall be types listed by the Radio Electronics Television Manufacturer's Association (RETMA). No electromechanical timers, synchronous motors, or relays shall be employed, except as specified in Section loB. b. Proprietary parts. All electronic and electrical components must be of standard manufacture and available from a source other than the manufacturer of the loop detector unit. 6. Temperature. The temperature of components shall not cause any appreciable reduction in component life when the detector is operated in an ambient temperature from 20 degrees to 180 degrees F. E. Workmanship 1. The enclosure and all modules shall be fabricated, assembled, and wired in a workmanlike manner. F. Documentation 1. Contents. A documentation package shall be supplied in each controller cabinet for the inductive loop vehicle detectors which shall consist of the following: -- a) Complete schematic diagram, accurate and current for unit supplied. l) .....--, ....---~. , , b) Complete physical description of unit. ,~ c) Complete installation procedure for unit. -- .- - d) Loop specifications and loop assembly procedure. ~.,-. "."", j e) Complete maintenance and troubleshooting procedures. / f) Warranty and guarantee on unit, if any.., /' ,---1 g) Complete performance specifications (both electrical and mechanical) on l~t, 0" h) Complete parts list - listing full names of vendors and parts not identified bf 0 universal part numbers such as JEDEC, RETMA, or EIA. i) Pictorial of components layout on chassis or circuit boards. j) Complete stage-by-stage explanation of circuit theory and operation. 2. Number of copies. At least three full documentation packages for each detector sensing unit model shall be supplied to the ENGINEER. 2.08 - Equipment And Materials A. Equipment and materials shall be of new stock unless the plans provide for the use of existing equipment, or equipment furnished by others. New equipment and materials shall be the product of reputable manufacturers of electrical equipment and shall meet the approval of the ENGINEER. PART 3 EXECUTION 3.01 - General A. The CONTRACTOR shall furnish and install all equipment and materials necessary for a complete and operative signal installation as shown on the plans and described in the Contract Documents. B. The CONTRACTOR shall be a licensed electrical contractor in accordance with City Ordinance and adherence to local Building Code shall be met. C. CONTRACTOR Qualifications 29 March 15, 2004 ------ ---. Trained and experienced personnel shall supervise the fiber optic cable installation. Qualified technicians shall make the cable terminations and splices. The CONTRACTOR upon request of the ENGINEER shall provide documentation of qualifications and experience for fiber optic equipment installations. The ENGINEER shall determine if the CONTRACTOR is qualified to perform this work. The CONTRACTOR shall have attended a certified fiber optic training class mandated by the specifications prior to starting work. D. The CONTRACTOR will be responsible for incidental sidewalk removal and replacement necessary to complete the signal construction. All waste material and debris shall be disposed of at a sanitary landfill at the CONTRACTOR's expense. E. All incidental parts which are not shown on the plans or specified herein, and which are necessary to complete the traffic signal, or electrical systems, shall be furnished and installed as though such parts were shown on the plans or specified herein. All systems shall be complete and in operation to the satisfaction of the OWNER at the time of completion of the work. F. The CONTRACTOR shall perform all work required and furnish all labor, materials, equipment, tools, transportation and supplies necessary to complete the work in accordance with the Contract Documents. The ENGINEER or his representative shall have full freedom to observe all phases of the work performed by the CONTRACTOR and to discuss all matters dealing with the quality and progress of the work. G. The Standard Specifications for Highway and Bridge Construction, current Series, Iowa Department of Transportation, as modified by these contract documents shall apply to this Special Provision. The above specifications are referred to as the Standard Specifications. Part I of the Standard Specifications shall not apply to this section. 1. The following Iowa Department of Transportation Supplemental Specifications shall also be considered a part of these Special Provisions. a) Specification 5025 b) Supplemental Specification for Traffic Controls for Street and Highway 0 Construction and Maintenance Operations, March 26, 1991. ;- ) ~ c) Specification 5040 " (>1 d) General Supplemental Specification for Construction Projects, January 7, 1992. ,- ~- H. The installation of the signals and signs shall be in conformance with the "Manual On , , .---- Vniform Traffic Control Devices for Streets and Highways", 1988 edition, latest revision. _J -, - ' The video detection system shall be installed as recommended by the supplier and as I I: 1_- L. ~ d.ocumented in installation materials provided by the supplier. ..,..... J. ~iscellaneous Equipment ~'-.j The CONTRACTOR shall furnish and install all necessary miscellaneous connectors and equipment to make a complete and operating installation in accordance with the plans, standard sheets, standard specifications, special provisions, and accepted good practice of the industry. 3.02 - Qualifications, Service Calls, And Warranty A. CONTRACTOR's personnel are required to be knowledgeable of the traffic signal controller operation and wiring. Controller manuals and wiring schematics will be provided to the CONTRACTOR for his use on the project. These documents must be returned undamaged at the end of the project. B. The Traffic Engineering Department will provide part-time observation of the CONTRACTOR's work. The Department's representative will be available during normal working hours (7:00 A.M.-3:30 P.M.) to review the CONTRACTOR's work. CONTRACTOR shall provide four hours advance notice to the Department for review of the 30 March 15, 2004 work. Any service cans or review of the CONTRAcrOR's work outside of the Department's normal working hours will be billed to the CONTRACTOR. C. The Traffic Engineering Department will continue to provide service call maintenance during the project. If it is determined that the malfunction was caused by the CONTRAcrOR's work, then the CONTRAcrOR win be billed for the materials, labor, and equipment required to correct the malfunction and/or damage. D. The CONTRACTOR shan guarantee an his work against defects due to poor workmanship or materials as specified in the Contract Documents. 3.03 - Concrete Bases For Poles And Controller A. Concrete bases for poles and controllers shall conform to the plans and Section 2403 of the Iowa DOT Standard Specifications. B. Excavations for bases shall be made in a neat and workmanlike manner. Whenever the excavation is irregular, forms shall be used to provide the proper dimensions of the foundations below grade. Construction of the bases may require hand excavation to verifY location of utilities. C. The material for the forms shall be of sufficient thickness to prevent warping or other deflections from the specified pattern. The forms shall be set level and means shall be provided for holding them rigidly in place while the concrete is being placed. When located in a continuous sidewalk area, the top of the pole bases shall be set flush with the sidewalk or pavement surface. D. All reinforcing bars, conduits, ground rods, and anchor bolts shall be installed rigidly in place before concrete is placed in the forms. Cap and protect conduit ends before placing concrete. E. Anchor bolts for the signal poles or the controller shall be set in place by means of a template constructed to space the anchor rods in accordance with the manufacturet:'~ requir\:YIents. The top of the bolts shall not ~ more than 1/4 inch. The center of the ~~te ll!ltl. the, ' \ "\ center of the concrete base shan comclde unless the ENGINEER drrects oth~ -_":; -: c _'" _ F. The top of the base shall be finished level and the top edges shall be rounded"with an edger " having a radius of 1/2 inch. The exposed surface of the base shall have a ~ood floated surface fmish. Exposed concrete surfaces shall be cured using white-pigmentJ!ti curing compound or plastic film meeting the requirements of Article 4106.02 of the Jmva D{).T "--. (.f\ Standard Specifications. ).? 0 G. The bottom of the foundations and bases shall rest securely on firm undisturbed ground. Where the foundation or base cannot be constructed as shown on the plans because of an obstruction, the CONTRACTOR shall use other effective methods of supporting the pole as may be designated by the ENGINEER. H. After the concrete is placed in the form, it shall be vibrated with a high-frequency vibrator to eliminate all voids. I. After the foundation or base has been poured, absolutely no modification of any sort may be made. If the anchor bolts, conduit, or any part of the foundation or base is installed in an incorrect manner as determined by the ENGINEER, the entire foundation or base shall be removed and a new foundation or base installed. The CONTRACTOR shall bear all costs of replacing work deemed unsatisfactory by the ENGINEER. J. Unless otherwise specified, anchor bolts for poles where arms are to be perpendicular to the centerline of the street shall be installed so that a line through the center of one anchor bolt farthest from the curb and extended through the center of the adjacent anchor bolt closest to the curb will be perpendicular to the centerline of the street to within two degrees of arc unless otherwise specified. K. Prior to setting poles, the anchor bolts shall be covered in such a manner as to protect them against damage and to protect the public from possible injury. 31 March 15, 2004 L. Each base location shall be approved by the ENGINEER prior to construction. Base dimensions shown on the plans are minimum dimensions and based on stable soil conditions. Should extremely loose or sandy soil be encountered, the CONTRACTOR shall contact the ENGINEER for necessary base alterations. M. Where shown on the plans, the CONTRACTOR shall remove the top of existing mast arm footings, anchor bolts, and conduits to 36" below the existing top of curb or edge of pavement elevation. Waste materials shall be removed from the site and disposed in accordance with local regulations. Backfilling for the removal shall be performed with mechanical compaction equipment meeting the requirements for backfilling conduit. The upper 6" of the removal area, if outside the proposed pavement, shall be backfilled with black dirt. 3.04 - Handholes A. Handholes shall be either built in place in an excavation made in a neat workmanlike manner or shall be a precast unit conforming to the requirements of the plans. B. When the use of forms is required, they shall be set level and of sufficient thickness to prevent warping or other deflections from the specified pattern. A means shall be provided for holding them rigidly in place while the concrete is being placed. C. The ends of all conduit leading into the handhole shall fit approximately 2 inches beyond the inside wall. A drain conforming to the dimensions shown on the plans shall be constructed in the bottom of the handhole unless otherwise specified. D. Frames and covers for handholes shall be set flush with the sidewalk or pavement surface. When installed in an earth shoulder away from the pavement edge, the top surface of the handhole shall be approximately one inch above the surface of ground. When constructed in unpaved driveways, the top surface of the handhole shall be level with the surface of the driveway. co :11:;. All conduit openings in the handholes shall be sealed with an approved sealing compound L) . / . after the cables are in place. This compound shall be a readily workable soft plastic. It shall ,"'-~-: be workable at temperatures as low as 30 degrees F, and shall not melt or run at temperatures ,. as high as 300 degrees Plastic loop handhole construction shall meet the requirements for the -- - ' precast handhole detail in the plans except that cable hooks will not be required. Openings .,."- -' for conduit access shall be drilled to match the outside diameter of the conduit. L ,;,5 f.: Grout conduit access after installing conduit. ." fi?- Install galvanized cable hooks if not precast with the handhole. (oj 3.05 - Conduit A. Conduit shall be placed as shown on the plans. B. Unless approved by the ENGINEER, conduit shall be installed without change in direction directly from one structure to another. Change in direction may be allowed for physical restrictions such as right-of-way restrictions, utilities, location of roadway slopes, retrofitting existing conduit stubs, and certain short sections of conduits. C. Nipples shall be used to eliminate cutting and threading where short lengths of conduit are required. Where it is necessary to cut and thread steel conduit, exposed threads will be field galvanized. D. All conduit and fittings shall be free from burrs and rough places. Standard manufactured elbows, nipples, tees, reducers, bends, couplings, union, etc. of the same materials and treatment as the straight conduit pipe shall be tightly connected to the conduit. E. All conduit ends shall be provided with a bushing to protect the cable from abrasion, except for open ends of conduit being placed for future use. Bushings shall have grounding fittings which shall be connected to the grounding system by a #6 ground wire as contained in these specifications. 32 March 15, 2004 F. All conduit placed for future use shall be threaded and capped with threaded metal pipe caps. G. All conduits shall drain, except for specific locations approved by the ENGINEER. CONTRACTOR will not be allowed to bend conduits upward to accomplish the conduit clearances shown on the handhole details. 3.06 - Trenching And BacldUling For Traffic Signals A. Secure written approval of the City prior to any trenching or excavation within the drip line of any tree. B. Trenches shall be excavated to such depth as necessary to provide 12 inch to 18 inch cover over the conduit. All cinders, broken concrete or other hard abrasive materials shall be removed and shall not be used for backfill. The trench shall be free of such materials before the conduit is placed. No conduit shall be placed prior to inspection of the trench by the ENGINEER. C. All trenches shall be backfilled as soon as possible after installation of conduit. Backfill material shall be deposited in the trench in layers not to exceed 6 inches in depth and each layer shall be thoroughly compacted before the next layer is placed. Hard materials shall not be placed within 6 inches of the conduit. D. Whenever excavation is made across parkways, gravel driveways, or sodded areas, the sod, topsoil, crushed stone and gravel shall be replaced or restored as nearly as possible to its original condition and the whole area involved shall be left in a neat and presentable condition. Concrete sidewalk pavements, and base courses and bituminous surfaces shall be replaced with new materials and the cost shall be incidental to the work. 3.07 - Pushed Conduit A. It is intended that all conduit be placed without disturbing the existing pavement, and the term "pushed" is used. "Pushed" conduit shall be placed by jacking, pushing, boring or any other means necessary to place the conduit without cutting or removing pavement. B. Removal of pavement will require prior approval of the ENGINEER. Replacement of removed pavement will be done according to plan details and no additional payment will be made. C. Plan quantities for pushed conduit include at least two feet of pushed conduit behind each curb. D. The maximum conduit depth at handholes for all conduits, including pushed conduit, is as shown on the plans. CONTRACTOR must push a mole (without conduit) at least four (4) times before consideration will be given to allowing an upward bend in the conduit. 3.08 - Electrical A. All conductor cable combinations shall be shown on the plans. No substitutions will be permitted. Each signal head shall be wired separately from the handhole compartment in the pole base to the signal head. B. The signal cable color codes shall be as follows: Pedestrian Silmals 5 Section Traffic Sil!llals S~ , .... Walk- Green Green Ball - Green 1 Don't Walk- Red Yellow Ball- Orange -- .....- '. ," Sig. Common - White Red Ball - Red II Pushbutton - Black Green Arrow - Blue -'-' ,j PB Common - W/BK Yellow Arrow - Black !-:;. G) ~.:-:,/ " Sig. Common - White & W/BK -- en );> c> 3 Section Traffic Sil!llals 33 March 15,2004 -- Pedestrian SiI!llals 5 Section Traffic Sil!llals Green Ball - Green Yellow Ball- Black Red Ball - Red Sig. Common - White C. One electrical splice in the handhole compartment of the pole base will be allowed for the signal circuit wiring. All signal circuit cable runs shall be one continuous length of cable from the connections made in the handhole compartment of the signal pole bases to the terminal compartment in the controller base. Street lights will be fused with a 5 amp fuse in each pole base using a Type HEB-AA Fuseholder. D. Conductor groupings and splicings may be made in the terminal compartment in the controller cabinet. E. The loop detector lead-in cable shall be one continuous length of cable from the terminal compartment of the controller cabinet to a splice made with the loop detector wires in the first handhole or pole base handhole compartment provided adjacent to the loop detector. Details of the loop detector splices are shown on the plans. F. Cables shall be pulled through conduit by means of a cable grip designed to provide a firm hold upon the exterior covering of the cable or cables, with a minimum of dragging on the ground or pavement. This shall be accomplished by means of reels mounted on jacks or other suitable devices. Frame-mounted pulleys, or other suitable devices shall be used for pulling the cable out of conduits into handholes. Only vegetable lubricants may be used to facilitate the pulling of cable. Contractor shall leave a pull string in each conduit. G. Each signal cable shall be identified with an identification tie in the controller cabinet, handholes, pole base handhole, pedestal handhole and at any splice or junction location. Identification ties shall be provided both on the cable from the controller and the cables leading to the heads for a splice in a pole base handhole. Ties shall be of an opaque nylon material arranged to include a marker board, non-releasing holding device, and cable fastening tail. The marking board shall be not less than 3/8 inch wide by 3/4 inch long, and 25 mils thick, roughened on one side to hold permanent black nylon marking ink from a pen. Identification shall be permanent and water-proof. Once installed, the tie shall not be removable except by cutting it loose from the cable. Identification ties shall be marked as follows: C.i , ..:-1"'" Heads Head number, number of sections , , , Loops Loop number, direction and location (stop lines, advance, or left turn ,r"."~ l. loop) -- Pedestrian, Location, street crossing - -- -- Push Button L u :.: In addition, the cables shall be identified in each handhole and at the pole bases using ....- () colored tape as follows: 1 tape = Left turn signal; 2 tape = Through signals; 3 tape = Right turn signal. Tapes shall be color coded as follows: Blue = NE Comer; Orange = Southeast Comer; Yellow = Southwest Comer; Green = Northwest Comer. Video cable tapes shall be similarly color coded. H. Cable slack shall be as follows: four feet in handholes two feet in signal bases two feet in the terminal compartment of the controller base 34 March 15, 2004 No slack will be allowed in the loop detector lead-in cable after the initial splice. I. Connectors shall be of the proper size for the number and size of the wires being connected. J. Wire ends must be thoroughly cleaned after the insulation is stripped off to insure complete contact with another wire, or the connector. If strands are damaged when the insulation is removed, the section of the cable must be discarded. Nicked or damaged conductor strands will not be permitted inside of connectors. Loose wire ends shall not be used as "shims" to make a connection. K. Electrical tape shall not be applied to the fmished connections. Signal cable insulation shall extend beneath the insulated portion of the connector. Any connection with exposed bare wire shall be redone by the CONTRACTOR. L. Covered connections must be arranged so that they will not be in contact with the metal poles. Connections in the poles shall be pointed up to prevent accumulation of moisture in the connection. M. Loop detector splices shall be capable of satisfactory operations under continuous immersion in water. N. Cable connections in signal heads and controller cabinets shall be made at the terminal blocks provided for this purpose. All stranded wires inserted under a binder head screw shall be equipped with a solderless pressure type spade connector with a pre-insulated shank. All solid wire shall have an e~e and shall not have a terminal connector. O. Service cable shall be continuous from the disconnect switch located on the service pole to the terminal compartment of the controller cabinet. P. Interconnect cable shall be continuous from controller to controller. Q. A tracer wire shall be installed in aU conduits with signal cables, detector lead-in cables, or communication cables. The tracer wire shall be identified in the controller cabinet, handholes, and poles by means of identification tags. The tracer wire shall be spliced in the handholes to form a continuous network. 3.09 - Pole Erection A. All poles are to be erected vertically and securely bolted to the cast-in-place concrete foundations at the locations shown on the plans. B. Leveling shall be accomplished by the use of nuts on each anchor bolt. One nut shall be turned on each anchor bolt and the pole placed in position on these nuts. The top nuts shall then be placed loosely and the pole adjusted to the vertical position by adjusting both the upper and lower nuts. C. After the pole is securely fastened, install metal strips in the area between the pole and)he base. The metal strips and the method of attachment shall be approved by the ~,g-mEg; D. Each pole shall be grounded from the pole to the foundation ground rod by ~:f4.'6 Kw:G 1--\ bare copper ground wire. - ""- ~ E. Poles shall be placed so that modifications and/or attachments are correctlY~onented,~a,s .", indicated on the plans. -'.- ,..I F. The foundations must be given seven days to cure before poles are erected. The @ibofthe poles are to be set back from the curb, a distance shown on the plans. Poles shalIjlle erec~ so that they are plumb with traffic signals installed, in line, and all the same relative hei t above the centerline of the street and with the mast arms correctly oriented as shown on the plans. G. Poles must be erected so that they are plumb with traffic signal heads. The manufacturer recommendation for raking should be observed when setting the pole to assure that it is plumb when the load is applied. 35 March 15, 2004 H. Mast arm assemblies shall be furnished and installed by the CONTRACTOR. When pre- used painted mast arm assemblies are specified, the CONTRACTOR shall prime and paint the mast arm assemblies with the following method: 1. Remove all rust, scale, and loose paint from the surface by sanding or power tool cleaning (SSPC-SP-3). CONTRACTOR to use care when power tool cleaning to avoid burning, polishing, or grinding surface dirt into the existing paint surface. Hand tool cleaning (SSPC-SP-2) will be allowed only in areas accessible to power tool cleaning. 2. Remove all chalking, dirt, and other foreign material from the entire surface by application of petroleum solvent (i.e. paint thinner, mineral spirits, etc.) and wiping the entire surface with clean rags. 3. All bare metal surfaces exposed by the cleaning operation shall be spot primed the same day to avoid flash rusting. 4. After the primed areas have dried, apply one coat of finish paint. 5. Primer and paint must be approved by the ENGINEER. 3.10 - Loop Detectors A. Loop detectors shall be installed in accordance with the plans. Adjustments in the locations shall be made to minimize the location of the loop wire across construction joints. Locations of the loops shall be subject to the approval of the ENGINEER. The cabinet end of the cable shall be clearly tagged identifying the loop. B. The slot for the loop shall be constructed as per plan. The slot shall be completely clean of all loose debris and have a smooth bottom. C. New PCC pavement shall not be sawed until seven days after pour unless approved by ENGINEER. D. Loop detectors shall be connected to the controller with shielded cable. No splices will be allowed in this cable. E. Upon completing the loop installation in the field cabinet and prior to sealing the loop in the pavement, the CONTRACTOR shall notify the ENGINEER who may meter the loops by test instruments capable of measuring electrical values of installed loop wires and lead-ins to measure induced AC voltage, inductance in microhenries, high-low "Q" indication, leakage resistance in megaohms, and the resistance of the conductors in ohms. I. An acceptable load installation shall be defmed as follows: a) Induced voltage test: No deflection on the pointer of a volt meter b) Inductance: C) The inductance reading on the loop tester is approximately the calculated value or ~_r ) -.,- with approval of the ENGINEER is between 100 mh and 200 mho (.'1 " c) Loop Q: I Deflection of the pointer to the upper side of the scale. <- - d) Leakage to Ground: -- L. Deflection of the pointer to above 100 megaohms. -".- u> e) Loop Resistance: 0 The resistance reading on an ohm meter is approximately the calculated value. t,J 2. An unacceptable loop installation shall be defmed as follows: a) Inductance: The inductance reading is below 90 mh or above 250 mho b) Leakage to Ground: Deflection of the pointer to below 100 megaohms. 36 March 15, 2004 c) Loop Resistance: The resistance reading is 50% more than calculated. 3.11 - Signals A. All signal faces and indicators shall be furnished by the CONTRACTOR and installed as shown on the plans. Pole mounted signal heads and pedestrian push buttons are shown on the plans and schematic drawings in schematic form only. Pole mounted signal heads are generally intended to be mounted on the face of pole with respect to oncoming traffic. (See Signal Head Mounting Details.) Modifications to this are required when the view of the pole mounted signal indication is blocked. (See Paragraph 3.11E). Pedestrian push buttons shall be installed on the face of the pole in 900 increments with respect to the mast arm. The push button shall be located on the pole face so the arrow on the RIO-4 sign directs pedestrians to the appropriate crosswalk. B. All optically limited signal heads shall be properly masked to limit their field of view as directed by the ENGINEER. C. BackPlates shall be installed and properly secured for the traffic signal heads. D. All signal heads shall be kept securely covered until such time as the signals are put into operation. E. The location of signal heads in which the view of the indications is blocked or partially blocked by utility poles, trees or other physical obstructions shall be adjusted to a location approved by the ENGINEER. Standard heights and locations shown on the plans are typical for unobstructed locations. Signal heads installed without approval of the ENGINEER, which in the opinion of the ENGINEER are obstructed, shall be relocated at the CONTRACTOR's expense. Holes in the poles due to this signal relocation shall be plugged in a manner acceptable to the ENGINEER. 3.12 - Controller A. The controller cabinet shall be mounted with the back of the cabinet toward the intersection such that the signal heads can be viewed while facing the controller. B. All field wiring must be directly attached to the wiring lugs. Attachment of wiring shall be in a neat and workmanlike manner. All connections at the controller shall be done by City Traffic Engineering personnel. C. All conduit openings in the controller cabinet shall be sealed with an approved sealing compound. This compound shall be a readily workable at temperatures as low as 30 degrees F and shall not melt or run at temperatures as high as 300 degrees F. D. All wiring diagrams, service manuals, instructions for installing and maintaining the equipment and advice as to timing and operation shall be delivered to the ENGINEER in good condition. ,--, '",. I. I .,,~ E. The ENGINEER or his representative shall inspect the installation before activ,u;fJii)nd ~II "j \ be present at the time the controller is activated to assure that the controller is'il)stallei[.in -- accordance with the manufacturer's recommendations. ; \P\ _.,~ -, 3.13 - Ground Rods j A. Ground wires shall be connected to ground rods with one piece nonferrous clai:$s :whieIi employ set screws as tightening devices. Connections to ground rods need not be ~ed. <..!1 0 B. Each steel pole or pedestal shall be firmly connected to the ground rod provided, by means of the grounding terminal specified in these special provisions. Placing the ground wire under an anchor bolt nut, anchor bolt cover, or similar device will not be permitted. 3.14 - Equipment Testing 37 March 15, 2004 A. The result of all testing shall be recorded along with date of test, name of person performing test, brand name, model number, serial number of equipment used during test, and any other pertinent information and data. B. When the CONTRACTOR's work is complete and the project is open to normal traffic, the CONTRACTOR shall notify the ENGINEER in writing the date the signal will be ready for testing. C. Initial traffic signal timings and timing adjustments will be performed by the ENGINEER. D. Upon concurrence of the ENGINEER, the CONTRACTOR shall place any signal in operation for a consecutive 30-day test period. Any failure or malfunction of the equipment supplied or installation performed by the CONTRACTOR shall be corrected at the CONTRACTOR's expense and the signal tested for an additional 30 consecutive day period. This procedure shall be repeated until the signal equipment has operated satisfactorily for 30 consecutive days. E. If the signal is to operate independently of other signals or signal systems, it shall be tested as a single installation. F. If the signal is part of a system, the test period shall not be started until all signals in the system are ready to be tested. The system shall be tested as a unit. G. The CONTRACTOR shall initiate correction of any failure malfunction of the signal installation within 24 hours of notification by the ENGINEER. The ENGINEER will correct any failure or malfunction of the signal installation not investigated by the CONTRACTOR within the above time period, and will deduct its expenses from the CONTRACTOR's final payment. H. Ground testing shall conform to Section 2523.21 of the Iowa DOT Standard Specifications for Highway and Bridge Construction. 3.15 - Clean-Up A. Upon completion of the work in this Section, remove from the site all rubbish, trash debris resulting from operations. Leave the site in a neat and orderly condition. CJ -< , , ..1..- - - i' ,I -. .-- (- I,. " .- L - -". -' U, U:. Q L.,_ 38 March 15, 2004 PART 4 - METHOD OF MEASUREMENT AND BASIS OF PAYMENT 4.01 - Method of Measuremeut Payment for Traffic Signalization and for Advance Detection System will be as follows: A. This item will be the lump sum for Traffic Signalization. B. Advance Loop Detection System. This item will be lump sum for the advance detection system. 4.02 - Basis of Paymeut A. Payment for Traffic Signalization shall be full compensation for supplying all equipment, labor, and materials necessary to install, erect, and operate a complete, fully functional traffic signal system, including but not limited to traffic signal poles, mast arms, bases, signal lights, luminaires on combination street light/signal poles, wiring, conduits, handholes, controllers, cabinets, coordination with utilities, video detection system, testing, and all other miscellaneous hardware, software or any other items necessary to complete the traffic signal system in place. This item specifically excludes the Advance Loop Detection system described in the following item. B. Payment for Advance Loop Detection System shall be full compensation for supplying all equipment, labor, and materials necessary to install all conduit and handholes required for the advance loop detectors shown in the plans. This system includes inductive loops installed in the pavement, loop wiring, loop conduit, PVC handholes, loop sealant, loop detector units in the traffic signal cabinet, system testing, and all other materials and hardware necessary for a fully functional Advance Loop Detection system in place. END OF SPECIAL PROVISION '\ - - -' ~-1. I I ~} () ",-.".. (I.... "Y 0 39 March 15, 2004 - CITY OF IOWA CITY WATER MAIN All water main related construction shall comply with the following City of Iowa City Standards (January 7, 2005 version): . Earth Excavating, Backfill & Grading Specifications........................... Section 02220 . Accepted Products for Water Distribution Materials Per Specifications......................................................................... Section 02661 . Construction Specifications for Public Water Distribution Systems for Subdivisions and Site Plans ..................................... Section 02661 . Water Service Work for Contractors Specifications............................ Section 02665 . Iowa City Water Division Policies & Procedures Manual, Backflow Ordinance............................................................................. Chapter 5 :::::':" l ) ,/ ~ -~ C\ -- - .- ~ , \ ~::': '- ;~.: /" cj :.~~ (,1\ y 0 WM-l .---.. INSERT SOIL SETTLEMENT SPECIFICA TIONS 0 i-. ..1 :-C () , . ,.- 1--"', L. !, .:.- -- !... - ., _.} " [I, -., .u -"... \~.-J ~ ~ : . c::i "'-., SPECIAL PROVISIONS '''II -fl ! c FOR I ,: ~ I, ,Ill ,h I' ., 0. CO lJ I C, J .. - POND CONSTRUCTION C! . ','"/ ; ,r,\ 1 ~.,:' I '1\ j'....Jv':/ ('"'1\"1.11\ INDEX ~~' :; ~ I 1. GENERAL 11. DEWATERING 2. OWNER'S RIGHT TO OCcupy 12. STORM SEWER AND 3. LOCATION STRUCTURES 4. EXISTING UTILITIES 13. METALWORK 5. COORDINATION WITH OTHERS 14. EXCAVATION AND 6. CONSTRUCTION SCHEDULE EMBANKMENT 7. CONSTRUCTION PHASING 15. DRAINFILL 8. DISPOSAL 16. SURF ACE RESTORATION 9. EROSION PROTECTION 17. WETLAND CONSTRUCTION 10. POLLUTION PREVENTION PLAN 1. GENERAL 1.1 Procedures outlined herein are not intended to fully cover all special construction procedures but are offered as an aid to Contractor in planning work. 1.2 Cooperate with the City of Coralville, City of Iowa City, and the Engineer to minimize inconvenience to property owners and motorists and to prevent delays in construction and interruption to continuous operation of utility services. 1.3 Contractor expected to provide adequate personnel and equipment to perform work within specified time of construction. 1.4 Install and maintain orange construction fence around all open trenches or open structures when left unattended. 1.5 Clean up and provide surface restoration as construction progresses. 1.6 Notify residents, businesses, police and fire departments at least three days in advance of closing any street for construction or interruption of water service. 2. OWNERS RIGHT TO OCCupy 2.1 The Contractor shall coordinate and schedule work to acconunodate vehicular access. 2.2 The Contractor shall notify all property owners in writing whose access may be affected by construction activities at least 48 hours prior to conunencing construction in the area. C;\WINOOWS\Temporary Internet Files\OLK1353\pond.doc 2-1 C-, Li) c.,~; :'0:( /'~-'-, ",,:; 2.2.1 Written notice shall be submitted to and approved by the Engineer prior to I ",' contacting property owners. ....... - L.. -'-- 2.2.2 Written notice shall include a telephone number where the Contractor can - -, be reached 24 hours a day in the event of an emergency. "",J 2.2.3 Written notice shall be hand delivered by the Contractor. Every atternpt should be made to verbally contact all affected property owners. 3. LOCATION G I :wonerom"~"~am 3.2 "'.. ,,,,,,,,,,,,,~,,,_),,~mD:~-='A 3.3 Confine construction operations within construction limits, right of way and construction easements shown on plans. 3.4 Construct and maintain fence around storage areas as necessary to prevent access to public. Ternporary fencing shall be incidental. 3.5 Contractor to arrange for and provide additional storage of materials and equipment ifneeded. 3.6 Do not store construction equipment, employee's vehicles, or materials on streets or other facilities open to traffic or public use. 4. EXISTING UTILITIES 4.1 Location of utility lines, mains, cables and appurtenances shown on plans are from information provided by utility companies and records of Owner. 4.2 Prior to construction, contact all utility companies and have all utility lines and services located. Contractor responsible for excavating and exposing underground utilities in line of work. Confirm location of underground utilities by excavating ahead of work. 4.3 Contractor solely responsible for damage to utilities or private or public property due to utility disruption. 4.4 4.5 Contractor shall notify utility company immediately if utility line is damaged during construction. C:IWlNDOWSITemporary Internet FileslOLKl3531pond,doc 2-2 4.6 Utility lines, poles and appurtenances, except water and sewer lines, in direct conflict with line and grade of work will be relocated by utility company before or during construction. Support and protect all utilities that are not moved. 4.7 Utility services are not generally shown on plans; protect and maintain services during construction. 4.8 Existing utilities shall remain in substantially continuous operation during construction. Select order and methods of construction, which will not interfere with system operation. Interrupt service only with approval of Owner and Engineer. 4.9 If utility work does occur during the construction period, work schedules from the contractor and from the utility companies will be submitted to the Engineer for coordination to obtain mutual acceptable schedules, if possible. 4.10 No claims for additional compensation will be allowed to Contractor for " interference or delay caused by utility company. \ \ ,- -- 5. COORDINATION WITH OTHERS !..:"' \\ -, .. -' 5.1 Coor~te ~d cooperate ~th property owners, utility c.oml?ani~~, ~e Q~Qf c." Coralvllle, City of Iowa City and other contractors working m VlClDlty 0 ~s ()\ ~~ Y - 5.2 It is Contractor's responsibility to schedule and coordinate work to minimize construction delays and conflicts. 6. CONSTRUCTION SCHEDULE 6.1 Contractor shall prepare construction schedule showing dates of starting and completion various portions of work. 6.2 Submit construction schedule within 15 days after award of contract. 6.3 Periodically update construction schedule as requested by Engineer. 6.4 The Contractor shall demonstrate that sufficient manpower and equipment is scheduled for construction work to maintain timely and orderly construction. 6.5 Construction may begin at the time the Notice to Proceed is issued. This is anticipated to be on or about ~ 6.6 ~. C,IWINDOWSITemponu-y Internet FileslOLKl3531pond,doc 2-3 -- 7. CONSTRUCTION PHASING 7.1 The intent of phasing is to minimize congestion, inconvenience to traveling public, and adjacent property owners. 7.2 Traffic control shall be installed and approved prior to commencing work. 7.3 Complete final project restoration and seeding. Seeding shall be completed as work progresses. 7.4 Working days will be charged until all work is completed including final restoration. 8. DISPOSAL 8.1 Selectively clear and grub surface vegetation in all areas to be cut and filled. 8.2 Remove from project site and dispose of trees, shrubs, vegetation, excess soil excavation, rubbish, concrete, asphalt, non-salvageable storm water conduit and appurtenances, fencing, and other materials encountered as shown on plans and as specified. 8.3 Dispose of materials in accordance with applicable laws and ordinances. Disposal sites are subject to the review and approval of the Engineer. 8.3.1 Burning of brush, trees, and other debris is not permitted. The Contractor - is responsible for selecting an appropriate disposal site. ,'" c'; , i" 8.3.2 Dispose of waste products containing putrescible materials and tires at an " " ! appropriate landfill site. ~'" : "," ---~ '-... ".) 8.3.3 Dispose of broken concrete, asphalt, rubble, excess excavated material or ."-. v'~ unsuitable excavated material. The Contractor is responsible for selecting l~) an appropriate disposal site. ('." -- 8.3.4 Cooperate with all applicable City, State and Federal agencies concerning disposal of materials. 9. EROSION PROTECTION 9.1 Comply with soil erosion control requirements of Iowa Code and local ordinances. Protect against erosion and dust pollution on this project site and any off-site deposit area used for this project. 9.2 Protect adjoining property including public sanitary and storm drainage systems and streets from any damage resulting from movement of earth or other debris from project site. Repair any damage immediately. C:IWINDOWSITemporary Internet FileslOLKI353lpond,doc 2-4 9.3 Prevent accumulation of earth or debris on adjoining public or private property from project site. Remove any accumulation of earth or debris immediately. 9.4 Prevent repetition of any instance where earth or debris moves from project site to adjoining public or private property. 9.5 Provide erosion control measures necessary to protect against siltation and erosion or flow of storm water. Maintain drainage system throughout construction period. 9.6 Use silt fences and other means at all drainage courses and swales to protect against siltation and erosion. Silt fence shall conform to Iowa Statewide Urban Standard Specifications Section 9040 Part 2.04. 9.7 Furnish, install, maintain, clean, repair, and remove silt fence and silt basins as shown on plans and as directed by Engineer. 9.8 Furnish, install, maintain, and repair erosion matting and blankets as shown on the plans and as directed by the Engineer. Erosion matting shall conform to Iowa DOT 4169.1OC. 9.9 Rock riprap and erosion stone shall meet the requirements ofIowa DOT 4130. 9.10 Bedding material for riprap shall be hard, durable, clean, well-graded rock with a maximum size 00", no more than 10% passing the No.4 sieve. 9.11 Grouted rock riprap shall be Class E rip rap in accordance with Iowa DOT 4130. Grout shall meet the requirements ofIowa DOT 2507.02. Grouting ofripra~~haIl conform to Iowa DOT 2507.03G. '". --- - ',,-\ 9.12 The Contractor is fully liable for all damages to public or private propertycariSJd ,- ~.,- by his action or inaction in providing for handling of storm water flow -d\lrlng .c- -" '-. \ construction. "'"'.? . - C") /'..... <J1 10. POLLUTION PREVENTION PLAN y - 10.1 The general Contractor and all subcontractors shall be responsible for compliance and fulfilling all requirements of the NPDES General Permit No.2 including the Storm Water Pollution Prevention Plan. 10.2 Requirements of the Storm Water Pollution Prevention Plan are shown on Sheet R.04 of the plans. 11. DEWATERING 11.1 Do all work in dry; do not install pipe or structures on excessively wet soil. C:IWINllOWSITemporary Internet FilesIOLK1353Ipond.doc 2-5 --"---------...-----"'-----.-. 11.2 Submit dewatering methods to Engineer for review. Obtain Engineer's approval on methods prior to construction. 11.3 Groundwater levels are subject to variation. No additional compensation will be permitted due to high groundwater conditions. 11.4 If excavations encounter only cohesive soils with no wet sand seams or layers, it may be possible to control water seepage by draining ground water to temporary construction pumps and pumping it outside perimeter of excavation. 11.5 Do not pump water from open excavation in sand and gravel below natural ground water level. 11.6 Maintain water levels 2 feet or more below the bottom of excavations in saturated cohesionless (sand and/or gravel) soils to prevent upward seepage, which could reduce subgrade support. 11.6.1 Install dewatering system (well points or shallow wells) when working in cohesionless soils. 11.6.2 Costs of installing and operating dewatering systern is incidental to the construction of sewer and structures. -.. l. ) ~- Provide for handling surface water encountered during construction. 11'.7 , ,- II. 7.1 Prevent surface water from flowing into excavation, remove water as it i _..,,- - accumulates. -- '. ) L~_. C:_~ 11.7.2 Divert stream flow around areas of construction. .. (') C' , 11.7.3 Do not use sanitary sewers for disposal of trench water. Discharging water into new or existing storm sewers requires Engineer's approval. 11.8 Backfill sewer and structures prior to stopping dewatering operations. 11.9 Include costs of handling both surface water and groundwater in unit prices for sewer and structures in place. 12. STORM SEWER AND STRUCTURES 12.1 Schedule, coordinate, sequence and provide temporary facilities as necessary to handle storm water flow during construction. 12.2 Do not restrict flow in existing storm sewers, drainage channels or facilities. 12.3 Contractor fully liable for all damages to public or private property caused by his action or inaction in providing for handling of storm water flow during construction. C:IWINDOWSITcmporary Inleme' FileslOLK1353\pond,doc 2-6 12.4 Schedule and stage construction as specified and to permit orderly progress of work. 12.5 Remove existing structures as shown on the plans and as directed by the Engineer. 12.6 Install non-metallic waterstops made of vinyl chloride polymer or copolymer at construction joints of drop inlets as shown on the plans. Waterstops shall have a ribbed anchor flange and a smooth web containing a hollow tubular center bulb having a wall thickness equal to at least one-half the web thickness and a minimum inside diameter of \4". Flanges may be of uniform thickness or may have either a converging or diverging taper toward the edges. 12.6.1 Waterstops shall have a width of6" and a minimum flange thickness',Q! 3/32". ('\ ~/, :y:c _, ~~\ 12.6.2 Waterstops shall meet the following requirements: .,~ - '" " -.-.' --''''' , c.. --,..." Property Test Method Reauirement ,.-.". c:> Ultimate Elongation ASTM D 638 Web:notlessthan~gO~ 0' .~7 _ Flanges: not less th-fu 200~ Tensile Strenlrth ASTM D 638 Not less than 1400 Dsi Low Temnerature Brittleness ASTM D 746 No failure at _350 F Specific Gravitv ASTM D 792 Not greater than 1.4 Hardness, Shore A ASTM D 2240 Not less than 60 Tensile Strength after CRD-C 572 Not greater than 15~ accelerated extraction Elongation after accelerated CRD-C 572 Not greater than l5~ extraction Effect of Alkalies after 7 days: CRD-C 572 Weight Change 0% to +0.25% Hardness Chan~e -5 to +5 maximum 12.6.3 Provide factory made waterstop fabrications for all changes of direction, intersections, and transitions leaving only straight butt joint splices for the field. Splices shall be heat fused welded using a Teflon coated thermostatically controlled waterstop splicing iron at approximately 3800F. Follow approved manufacturer recommendations. Lapping of waterstop, use of adhesives, or other solvents shall not be allowed. 12.6.4 Provide hog rings or grommets spaced at 12 inches on center along the length of the waterstop. Center waterstop in joint and secure waterstop in correct position using hog rings or grommets and wire tie to adjacent reinforcing steeL C:\WINDOWS\Temporary httemet Filcs\OLK1353\pond.doc 2-7 ---------- 12.6.5 Waterstops shall be uniform in dimensions and shall be furnished in continuous strips at least 50 feet long. Factory splices shall have a tensile strength at least 50% of the unspliced section. 12.6.6 Ship and store waterstops by methods that will protect thern from prolonged exposure to direct sunlight or excessive heat. 12.7 Drop inlet, principal spillway, outlet flume, and trail culvert shall be constructed of cast-in-place concrete. Pre-cast structures will not be allowed. 12.8 Pipe material to be used for drawdown conduit installations shall be Class 3 (2000 D) in accordance with ASTM C76. 12.9 All manholes shall be constructed of cast-in-place or pre-cast concrete, to the dimensions and according to the details contained in the standard plates. 12.10 Adjust intakes and manholes to meet finish grade as shown on the plans and as directed by the Engineer. 12.11 Where new work crosses existing utilities or utility services, excavate in advance of pipe laying, determine crossing arrangement including exact construction line and grade. 12.12 Drawdown conduit joints shall be treated with cold applied bituminous joint material as per Section 4020 Part 3.04C of the Iowa Statewide Urban Standard Specifications for Public Improvements. Pipe joint ties shall be provided for the last three sections of pipe. IL ME:!ALWORK I, " 13;1 All reinforcing steel shall be epoxy coated. ,.." 13.:2 Structural steel and exposed metalwork shall meet the following requirements: ---. L_'___ '.-.j Li..: 13.2.1 Steel shall be galvanized in accordance with ASTM A123. C) ,..... 13.2.2 Steel shall be structural quality in accordance with ASTM AJ6 unless otherwise specified. 13.2.3 Castings shall be thoroughly cleaned and subjected to careful inspection before installation. 13.2.4 Finished surfaces shall be smooth and true to assure proper fit. 13.3 The frame of metal structures shall be carried up true and plumb. Temporary bracing shall be placed wherever necessary to resist all loads to which the structure may be subjected; including those applied by the installation and C:IWINDOWSITemporary Internet FileslOLK1353\pond,doc 2-8 operation of equipment. Such bracing shall be left in place as long as may be necessary for safety. 13.4 As erection progresses the work shall be securely bolted up, or welded, to resist all dead load, wind and erection stresses. The Contractor shall furnish such fitting up bolts, nuts and washers as may be required. 13.5 No riveting or welding shall be done until as much of the structure as will be stiffened thereby has been properly aligned. 13.6 Rivets driven in the field shall be heated and driven with the same care as those driven in the shop. 13.7 All field welding shall be done in confonnance to the requirements for shop fabrication, except those that expressly apply to shop conditions only. 13.8 Galvanized items shall not be cut, welded, or drilled after the zinc coating is applied. 13.9 Galvanizing shall be completed only after fabrication for field assem\jly i~, ' ' ..'C\ complete. . . - - ~ ~-;-....., , \ 13.10 Steel bolts shall confonn to the requirements of ASTM AJ07. High streJ:1gth bolts.. ',"'-l. shall conform to ASTM AJ25. Zinc coating for galvanized bolts shall confonn to ,J ASTM A153; except bolts JI," or less in diameter may be coated with ele4J:t'l>sie c,..:! posited zinc or cadmium coating confonnmg to the requirements of AS~633- S- SC3 or ASTM AI65 Type TS. 13.11 Unless otherwise specified, steel rivets shall confonn to the requirements of ASTM A502, Grade 1. 13.12 Steel welding electrodes shall conform to the requirements of American Welding Society specification A WS A5.l "Specification for Mild Steel Covered Arc- Welding Electrodes," except that they shall be unifonnly and heavily coated and shall be of such a nature that the coating will not chip of peel while being used with the maximum amperage specified by the manufacturer. 14. EXCAVATION AND EMBANKMENT 14.1 The Contractor shall be familiar with the report dated May 28, 2004 prepared for Snyder & Associates, Inc. by Terracon, which includes a geotechnical exploration of the project areas. The Contractor shall confonn to the recommendations therein.~~~01m, 14.2 Strip enough topsoil to uniformly respread 8" of topsoil on all excavated and embankment areas as shown on the plans. Stockpile topsoil away from all other excavated soils. C:\WINOOWS\Temporary Internet Files\OLK1353\pond.doc 2-9 - ~-----,-,--, 14.2.1 Deeper stripping of 2 feet or more may be required to remove heavy organic zones and soft soils near the stream channel. 14.2.2 Strip topsoil beneath all stockpiles, except topsoil stockpile, prior to stockpiling excavated materials. 14.2.3 Install and maintain silt fence around all stockpiles. Maintain drainage around stockpiles at all times. 14.3 Proofroll the embankment subgrade prior to excavating cutoff trench or placing fill to delineate areas of soft or otherwise unsuitable soils which may require additional removal. The Engineer shall determine the extent of unsuitable material removal. 14.4 ScarifY abutment sub grade and bench areas 5:1 and steeper in 10' wide, 5' high increments. 14.5 Excavate cutoff trench as shown on sheet 6 of the plans. The trench shall be backfilled with cohesive soils selected by the Engineer and compacted to a minimum of95% of maximum dry density at a moisture content of 0 to +4% above optimum as determined by Standard Proctor (ASTM 0698). 14.6 All earthfill for the dam embankment shall be compacted with moisture and density control in accordance with Iowa Statewide Urban Standard Specifications Section 2010 Part 3.05E. Embankment fill shall be cohesive soils compacted in 6" layers to a minimum of 95% of maximum dry density at a moisture content of o to +4% above optimum as determined by Standard Proctor (ASTM 0698). 14.6.1 Borrow material for embankment construction shall come from soils - excavated during pond construction. , , =-( , , ' ~ 14.6.2 Excavated material used for embankment construction shall be free of i boulders and organic material. -.,. ~,._, c= --,,- .) 14.6.3 The Engineer shall verifY the suitability of soils used for embankment construction. In the event material from pond excavation is determined - (........J. unsuitable for embankment construction the Contractor shall use material , .',J ~:d from borrow areas approved by the Engineer. 14.7 Pile excavated material suitable for backfill in an orderly manner sufficient distance back from edge of excavation to avoid slides or cave-ins, 2' minimum clear distance. 14.8 AI' compacted clay liner shall be placed on the pond bottom and all sideslopes to protect against leakage. A 2' clay liner shall be required when sand layers or other porous materials are encountered. Locations of additional liner depth will be determined by the Engineer. C:IWINDOWSITemporary Internet FileslOLK1353\pond,doc 2-10 14.8.1 Where existing clay material exists at the pond bottom or sideslopes remove the top 6" then scarify and compact the next 6". Respread and compact the top 6". 14.8.2 Where existing materials are unsuitable for clay liner, remove the top 12" then scarify and compact the next 12". Respread and compact the top 12". 14.8.3 If the clay liner becomes dry, desiccated, or cracked prior to filling, the clay liner should be scarified, moisture conditioned, and recompacted. 14.9 Overexcavate all cut slopes above the permanent pool elevation by 8" for topsoil replacement. 14.10 Excess excavated material shall be removed from the site and will hecome the property of the Contractor. ("'~i '" . .. - .. ..' 15. DRAINFILL 15.1 Drainfill materials shall be sand, gravel, or crushed stone or mixtures ~~f c.? r_~ obtained form the approved sources. y - 15.1.1 Drainfill shall be composed of clean, hard, durable mineral particles free from organic matter, clay balls, soft particles or other substances that would interfere with their free-draining properties. 15.1.2 Aggregates of crushed limestone shall be thoroughly washed and screened. Course aggregate containing crushed limestone shall have not more than 3 percent by weight of particles finer than the No.4 sieve. Crushed limestone shall not be used for fine aggregates except in combination with other materials such that not more than 5 percent of the portion finer than the No.4 sieve shall be crushed limestone. 15.1.3 Aggregates shall be tested for soundness according to ASTM Method C 88, and shall have a weighted average loss in five cycles of not more than 12 percent when sodium sulfate is used or 18 percent when magnesium sulfate is used. 15.2 Foundation surfaces and trenches shall be clean and free of organic matter, loose soil, foreign substance, and standing water when the drainfill is placed. Earth surfaces upon or against which drainfill will be placed shall not be scarified. 15.3 Drainfill shall not be placed until the subgrade has been inspected and approved by the Engineer. Drainfill shall not be placed over or around pipe or drain tile until the installation ofthe pipe or tile has been inspected and approved. 15.4 Drainfill shall be placed uniformly in layers not more than 12 inches deep before compaction. C:IWINDOWSITemporary Internet FileslOLK1353\pond,doc 2-11 -- .------.----- .--- 15.4.1 When compaction is accomplished by manually controlled equipment, the layers shall be not more than 8 inches deep. 15.4.2 The material shall be placed in a manner to avoid segregation of particle sizes and to insure the continuity and integrity of all zones. 15.4.3 No foreign materials shall be allowed to become intermixed with or otherwise contaminate the drainfill. 15.5 Traffic shall not be allowed to cross over drains at random. Equipment crossovers shall be maintained, and the number and location of such crossovers shall be established and approved prior to the beginning of drainfill placement. Each crossover shall be cleaned of all contaminating materials and shall be inspected and approved by the Engineer before additional drainfill is placed. 15.6 Any damage to the foundation surface or the sides or bottoms of trenches occurring during placement of drainfill shall be repaired before drainfill placement is continued. 15.7 The upper surface of drainfill constructed concurrently with adjacent zones of earthfill shall be maintained at an elevation at least one foot above the upper surface of the adjacent fill. 15.8 Drainfill over or around pipe or drain tile shall be placed in a manner to avoid any displacement in line or grade of the pipe or tile. 15.9 The moisture content of drainfill materials shall be controlled as specified by the engineer. When the addition of water is required, it shall be applied in such a way as to avoid excessive wetting to adjacent earth fill. -- . ~ 15r1O Drainfill shall be compacted according to the following requirements: I' 15.10.1 At least 2 passes, over the entire surface, of a pneumatic tired roller , exerting a pressure of not less than 75 pounds per square inch. A pass is ," ~""" defined as at least one complete coverage of the roller wheel, tire or L: ..J.__ drum over the entire surface of the layer. (~) 15.10.2 At least 4 passes, over the entire surface, of the track ofa crawler-type ( .J tractor weighing not less than 20 tons. 15.10.3 Controlled movement of the hauling equipment so that the entire surface is traversed by not less than one tread track of the loaded equipment. 16. SURF ACE RESTORATION 16.1 Finish grade all disturbed areas to smooth, uniform lines without large clods, lumps, or debris. Grade for positive drainage. 16.2 Respread a minimum of 8" topsoil on all disturbed and earthfill areas and as shown on the plans. CIWINDOWSITemporary Internet FdeslOLK1353\pond,doo 2-12 16.3 All areas disturbed by construction operations shall be prepared, fertilized, seeded, mulched, watered, maintained, and warranted in accordance with Section 9010 of the Iowa Statewide Urban Standard Specifications. 16.4 Seed and mulch immediately upon completion offill compaction and topsoil replacement. 16.4.1 Seed and mulch all areas disturbed by construction. Seed mix shall be Type (I) Lawn Mixture as per Section 9010 Part 2.02B of the Iowa Statewide Urban Standard Specifications for all areas. 16.4.2 If construction activity is not scheduled to occur in a disturbed area for 21 days or more, the area shall be stabilized by temporary erosion controls within 14 days of ceasing construction activities. 16.4.3 When completion of embankment construction falls outside of the allowable sec;ding dates outlined in Section 9010 Part 3.02 of the Iowa Statewide Urban Standard Specifications, temporary stabilization crop will be required. Stabilizing crop shall conform to Iowa Statewide Urban Standard Specifications Section 9010 Part 2.02F. 16.5 Any areas disturbed by construction that are outside of the construction limits shall be repaired and restored at the contractor's expense. No extra payment will be allowed for surface restoration on these areas. 16.6 The contractor shall be responsible for surface restoration of all areas used for stockpiles, equipment storage, staging areas, and, haul roads at no cost to the City. o' - ,......... \ 17. WETLAND CONSTRUCTION ,-- .s..- -i , \ 17.1 Strip the top 24" of topsoil in wetland mitigation areas. The top 9" of strip~d 'C' ' --J topsoil shall not be used for wetland mitigation. Stockpile suitable wetfand' . ,__ J -- topsoil separately from other topsoil stockpiles.,.;/' ';,:" 7' -- 17.2 Respread a minimum of 12" topsoil in wetland areas. 17.3 The area to be seeded shall be smooth and all washes and gullies shall be filled to conform to the desired cross section. 17.4 Areas of heavy compaction due to equipment tracks shall be disked to a depth of not less than three inches and repacked using a cultipacker type implement. 17.5 Where undesirable weed growth has developed, the weeds shall be thoroughly chopped and cut with a rotary or flail mower and the residue disked into the soil. 17.6 Seeding shall be no tilled into light vegetative residue without additional packing if heavy equipment has not rutted or compacted the soil. C:IWINDOWSITemporary Internet FileslOLK13531pond,doc 2-13 ,-- ,-- --------------- 17.7 If the vegetative residue is too thick, the residue shall be thoroughly chopped and cut with a stock chopper. 17.8 Prior to seeding, the seedbed shall be inspected and approved by the engineer. 17.9 All seeding be performed using a seed drill. 17.10 Seed shall be commercial grades of types specified and shall meet all requirements of the State ofIowa seed laws. The seed provided shall be free of noxious weeds. 17.11 Normal spring seeding dates shall be between April 1 and June 30. Dormant seeding dates shall be between Decernber 1 and March I. Temporary Seeding from July I to September 10 may be completed using winter wheat. 17.12 Due to the complexity of seed sizes, textures and densities, care shall be taken to ensure the site is well prepared and the seed is properly placed. l7.12.lFor large or fluffy seed, the seeds should be buried Yo to Y, inch deep. 17.12.2For small or fine seeds, the seed should be placed through the fine seed box of the seed drill, or broadcast on the site prior to planting and packed into the soil. 17.13 The IDOT Wetland Grasses seed mix (2601.04) will be seeded at a rate of30 pounds per acre within the wetland mitigation site. The following is a list of grasses and forbs found in the mix: Big bluestem (Andropogon gerardi) Meadow blazingstar (Liatris ligulistylis) Canada anemone (Anemone canadensis) Tall blazingstar (Liatris pycnostachya) _, Marsh milkweed (Asclepias incamata) Great blue lobelia (Lobelia siphilitica) ,_ ) ." New England Aster (Aster novae-angliae) Rye grass, annual (Lolium italicum) " Swamp aster (Aster puniceus) Monkey flower (Mimulus ringens) , Hairy wood chess (Bromus purgans) Wild bergamot (Monarda fistulosa) ! Blue-joint grass (Calamagrostis canadensis) Switch grass (panicum virgatum) _, - Bottlebrush sedge (Carex comosa) Fowl bluegrass (poa palustris) I . -- Tussock sedge (Carex stricta) Blackeyed Susan (Rudbeckia hirta) ~ - _., U ' Fox sedge (Carex vulpinoidea) Green bulrush (Scirpus atrovirens) (-j Showy tic-trefoil (Desmodium canadense) Wool grass (Scirpus cyperinus) -- Canada wild-rye (Elymus canadensis) Soft-stem bulrush (Scirpus vallidus) Virginia wild-rye (Elymus virginicus) Grass-leaved goldenrod (Solidago Joe-pye weed (Eupatorium maculatum) grarninifolia) Boneset (Eupatorium perfoliatum) Indian grass (Sorghastrum nutans) Reed manna grass (G1yceria grandis) Blue vervain (Verbana hastata) Fowl manna grass (Glyceria striata) Ironweed (Veronia fasciculata) Ox eye sunflower (Heliopsis helianthoides) Culver's root (Veronicastrum virginianum) Blue-flag iris (Iris virginica-shrevii) Golden Alexander's (Zizea aurea) Common rush (Juncus effusus) Spike rush (Eleocharls palustris) Rice cut grass (Leesia oryzoides) Sneezeweed (Helenium auturnnale) C:IWINDOWSITemporary Internet FileslOLK1353\pond,do<: 2-14 17.14 Swamp White Oaks (Quercus bicolor) shall be planted where shown on the plans. Swamp White Oaks within the mitigation site shall be 1 to 1 Yz" caliper. 17.15 Install deer guards around the trees to prevent damage to the trees. 17.16 The IDOT Native Grass mix (2601.04) upland prairie seeding mixture will be planted along the north sideslope of the excavation area adjaeent to the mitigation site. The mix includes the following: Annual ryegrass (Lolium perenne) Purple prairieclover (petalostemum Canada wild rye (Elymus canadensis) purpureum) Switchgrass (panicum virgatum) Blaekeyed susan (Rudbeckia hirta) Big bluestem (Andropogon gerardi) Prairie blazing star (Liatris Indiangrass (Sorghastrum nutans) pycnostachya) Little bluestem (Andropogon scoparius) Purple coneflower (Echinaeea Sideoats grarnma (Bouteloua purpurea) curtipendula) Plains coreopsis (Coreopsis tinctoria) Blue grarnma (Bou~eloua gracilis) Grayhead prairie (Ratibicla pinnata) New England aster (Aster novae- angliae) - " " j -. ,'-\ - ~ \ ,- - J.,:- - ,-I' . /~ c:1 C-, y - C:IWINDOWSITemponuy Internet Files\OLK13S3\pond,doc 2-15 r--I' .", '" ') I SPECIAL PROVISIONS 0 , " ., ': I I I,~ .~ FOR ," \-,' '.\,',\ _- SLUICE GATES ,..",;,,'/-\ I. GENERAL 9. YOKE 2. CLASS AND TYPE OF GATE 10. FLUSH BOTTOM SEAL 3. QUALITY OF MATERIALS II. FASTENERS 4. FRAME 12. GATE STEM AND LIFT 5. GATE SLIDE 13. STEM GUIDES 6. GATE GUIDES 14. WALL THIMBLE 7. WEDGES AND WEDGE SEATS 15. INSTALLATION 8. SEAT FACING 16. OPERATIONAL TESTS I. GENERAL 1.1 The Contractor shall submit the name of the manufacturer, the manufacturer's model number (for standard catalog items) or the seating and unseating heads for which the gate is designed, together with such drawings and specifications as may be necessary to show that the gate conforms to the requirements of this specification. 2. CLASS AND TYPE OF GATE 2.1 The class of gate will be expressed as a numerical symbol composed of the seating head and unseating head which the gate must withstand. The two numbers will be separated by a hyphen with the seating head listed first. For this purpose the heads shall be expressed in terms offeet of water. 2.2 Gates shall be type MHS-I as defined below: 2.2.1 Tvoe MHS-I gates shall have gray cast iron slides, frames, guides and yokes and shall be fitted with: (I) bronze seat facings, bronze wedges and wedge blocks or wedge seat facings, and bronze stem blocks or thrust nuts, (2) bronze or stainless steel fasteners, and (3) cold rolled steel stems, except that stems shall be stainless steel where so specified. 2.2.2 Tvoe MHS-2 gates shall have gray cast iron slides, frame, guides, and yokes and shall be fitted with: (1) stainless steel seat facings, wedges, wedge seat facings, stems and fasteners, and (2) austenitic cast iron stem blocks or thrust nuts. C:\WINDOWS\Temporary Internet Files\OLK1353\sluiceJ3.te.doc 3 - 1 2.2.3 Tvne MRS-3 gates shall have austenitic gray cast iron slides, frames, guides, and yokes and shall be fitted with: (I) nickel-copper alloy seat facings, wedges, wedge seat facings, stems and fasteners, and (2) austenitic cast iron stem blocks or thrust nuts. 3. QUALITY OF MATERIALS 3.1 Materials in slide gates and appurtenances shall conform to the requirements of the applicable specification listed below for the alloy, grade, type, or class of material and the condition and finish appropriate to the structural and operational requirements: Specifications Material (ASTM, Except as noted) Gray cast iron A 48 Class 30 or A 126 Class B Austenitic gray cast iron A436 Cold rolled steel A 108 Stainless steel A 167, A 276, or A 582, Type 302, 303, 304, or304L Naval bronze B2l PhoqJhor bronze B 103 orB 139 Manganese bronze B 138 or B 584 Silicon bronze B 98 orB 584 Nickel-copper alloy plate, sheet, strip B 127 Nickel-copper alloy rod, bar B 164 Nickel-copper alloy castings Federal Specification QQ-N:288 ' \ Rubber for gaskets and seals D 2000 - - .' \ ....e.~ ' , I / 4. FRAME , c:? / ., (,1' )7 - 4.1 The frame shall be cast iron and of the specified type. 4.2 The front face shall be machined to receive the gate guides and the rear face shall be machined as required to match the specified attaching means. 4.3 A dovetailed groove shall be machined on the perimeter of the front face to receive the seat facing. 5. GATE SLIDE 5.1 The gate slide shall be cast iron, rectangular in shape and shall have horizontal and vertical stiffening ribs of sufficient section to withstand the seating and unseating heads expressed by the gate class designation, as defined in Section 2 of this specification. C:IWINDOWSITempomy Internet FilesIOLK13531sIuice"gate.doc 3 - 2 --- ._----~._.. 5.2 A dovetailed groove shall be machined on the perimeter of the slide face to receive the seat facing. 5.3 Tongues shall be machined on the vertical sides of the slide along its entire height to match the guide grooves with a maximum clearance of 1/16 inch for gates smaller than 54 inches by 54 inches and 1/S inch for larger gates. 5.4 A nut pocket with reinforcing ribs shall be integrally cast on the vertical centerline and above the horizontal centerline of the slide. The pocket shall be of a shape adequate to receive a flat-backed thrust nut or stern block and shall be built to withstand the opening and closing thrust of the stern. 6. GATE GUIDES 6.1 The gate guides shall be cast iron and shall be built to withstand the total thrust of the gate slide due to water pressure and wedge action. 6.2 Grooves shall be machined to receive the tongue on the gate slide throughout the entire length of the guide. 6.3 The guides shall be of such length as to retain at least one-half the height of the gate slide when the gate is fully opened. 7. WEDGES AND WEDGE SEATS 7.1 Pads for supporting wedges, wedge seats and wedge loops (or stirrups) shall be cast as integral parts of the gate frame, slide, or guides and shall be accurately machined to receive those parts. 7.2 Wedges and wedge seats shall have machine finished bearing surfaces. They shall be fastened to the gate slide, frame or guides by means of suitable studs, screws, or bolts and shall be firmly locked in place after adjustment. 7.3 Each interacting set of wedge and wedge seat shall be adjustable as needed to insure accurate and effective contact. -- 8; .1 SH'ATFACING S:{ Facings shall be pressed or impacted into the machined dovetailed grooves on the gate slide and frame and machined to a smooth finish to insure proper watertight ---- I. ) contact. 1 ~ - l..) C:IWINIlOWSITemporary Internet FileslOLK1353\sluiceJllte,doc 3 - 3 9. YOKE 9.1 When a self-contained gate is specified, the yoke shall be of such design as to withstand the loads resulting from operation of the gate. 9.2 The yoke shall be provided with machined pads for connecting to the ends of the gate guides and to receive the stem thrust cap or handwheellift. 10. FLUSH BOTTOM SEAL 10.1 When a flush bottom sealing gate is specified, a solid, square comer type rubber seal shall be provided at the bottom of the gate opening. It shall be securely fastened either to the bottom of the slide or to the frame. 10.2 Metal surfaces bearing on the rubber seal shall be smooth and rounded as necessary to prevent cutting of the seal during gate operation. \ 11. FASTENERS - ;"" \ ~, ILl All anchor bolts, assembly bolts, screws, nuts, and other fasteners shall beo( -"'" j ample section to withstand the forces created by operation of the gate whilf: ~. t.:: subjected to the specified seating and unseating heads. ..0..__, u' "Y -- 11.2 Quality and size of fasteners shall be as recommended by the gate manufacturer. 11.3 Anchor bolts shall be furnished with two nuts to facilitate installation 12. GATE STEM AND LIFT 12.1 The gate stem and lift (or hoist) shall be of the specified type, size and capacity and, ifhand operated, shall be capable of moving the gate slide under normal conditions, after it is unseated from its wedging device, with a pull on the handwheel or crank of not more than 25 pounds with the specified seating or unseating head of water against the gate. 12.2 The stem shall be furnished in sections as necessary to permit reasonable ease in installation. 12.3 Couplings shall be bolted, pinned or keyed to the stem. 12.4 The stem shall be furnished with rolled or machine-cut 290 Acme threads of sufficient length to completely open the gate. 12.4.1 The threads shall be smooth and of uniform lead and cross section such that the nut can travel the full length without binding or excessive friction. C:IWINDOWSITemponuy Internet FilesIOLK13S3\sluiceJ3te,doc 3 - 4 12.4.2 The stem shall be threaded for connection to the stem block or thrust nut on the gate slide. 12.5 The lift shall be compatible with the type of stem furnished. 12.6 Unless otherwise specified, the lift nut shall be cast manganese bronze and shall be fitted with ball or roller thrust bearings designed to withstand the normal thrust developed during opening and closing of the gate at the maximum operating heads. 12.7 All gears, sprockets, and pinions shall be machine-cut, with ratios and strength adequate to withstand operating loads. 12.8 Sufficient grease fittings shall be provided to allow lubrication of all moving parts. 12.9 An arrow and the word "open" shall be cast on the rim of the handwheel or on the lift housing to indicate the direction of opening. 12.10 Unless otherwise specified, the lift for a non-rising-stem gate shall be provided with an indicator capable of showing both when the gate is fully open and when it is fully closed. 12.11 Provision shall be made to prevent stem rotation within stem block or thrust nut at the connection with the gate slide. _..~ L'..; 12.112 Stop collars shall be provided on rising stems to prevent over-travel in opening and closing the gate. -' , D. .S'rEM GUIDES L "__ - , ", '-.... "--''''-"'''' Unless otherwise specified, stem guides shall be cast iron with bronze bushed ll.1 .. :..::< collars and fully adjustable in two directions. 14. WALL TIllMBLE 14.1 When a wall thimble is specified, it shall be of the same cast iron used in the gate frame and of the section, type, and depth specified. 14.2 The front flange shall be machined to match the gate frame and drilled and tapped to accurately receive the gate attachment studs. 14.3 Gaskets or mastic to be installed between the thimble and the gate frame shall conform to the recommendation of the gate manufacturer and shall be furnished with the thimble. C:IWINDOWSITcmporary Internet FilesIOLK13531sIuice..sate,doc 3 - 5 15. INSTALLATION 15.1 The Contractor shall supply the manufacturer's complete installation data, instructions for adjustments and drawings or templates showing the location of anchor bolts for each gate. 15.2 The Contractor shall install the gates in a manner that will prevent leakage around the seats and binding of the gates during operation. 15.3 Surfaces of metal against metal which concrete will be placed shall be free from oil, grease, loose mill scale, loose paint, surface rust, and other debris or objectionable coatings. 15.4 Anchor bolts, thimbles, and spigot frames shall be secured in true positions in the forms and held in alignment during the placement of concrete. 15.5 Concrete surfaces against which rubber seals will bear or against which flat frames or plates are to be installed shall be finished to provide a smooth and uniform contact surface. 15.6 When a flat frame is installed against concrete, a layer of bedding mortar shall be placed between the gate from and the concrete. 15.7 When a gate is attached to a wall thimble, a mastic or resilient gasket shall be applied between the gate frame and the concrete. ~ \ 15.8 For radial gates, wall plates, sills, and pin brackets shall be adjusted artdfastene,d.. by grouting and bolting after the gates have been completely assembled in place:'- -~ ,) (:0 16. OPERATIONAL TESTS ".-.-. (.0 )7 IV 16.1 After the gate and hoist (or lift) have been installed, they shall be cleaned, lubricated, and otherwise serviced by the Contractor in accordance with the manufacturer's instructions. 16.2 The Contractor shall test the gate and hoist by operating the system several times throughout its full range of operation. 16.3 The Contractor shall make any changes and adjustments necessary to insure satisfactory operation of the gate system. C:IWINDOWSITemporary Internet FilesIOLK13S31sIuiceJllte.doc 3 - 6 - -- NPDES GENERAL PERMIT No.2 STORMWATER POLLUTION PREVENTION PLAN FOR CAMP CARDINAL ROAD EXTENSION PROJECT JOHNSON COUNTY, IOWA Project No. 103.0827 February 24, 2005 " ~---. - :;:.'" <} '/ f.i"\. - > [<> / Prepared by: SNYDER & ASSOCIATES, INC. 501 SW Oralabor Road Ankeny, Iowa 50021 (515) 964-2020 IMPORTANT NOTICE This Pollution Prevention Plan shall be retained on the construction site from the date the construction activities begin to the date of final stabilization. In addition, all contractors shall be supplied with a copy of the pollution prevention plan. It shall be the duty of the OWNER to see that these reauirements are met. J:12003 _projectsll 03.0B27INPDESISWPPP,doc Table of Contents PART 1 SITE DESCRIPTION! SITE MAP PART 2 CONTROLS PART 3 CONSTRUCTION !IMPLEMENTATION PART 4 FINAL STABILIZATION! DISCONTINUATION PART 5 CERTIFICATION APPENDIX A NPDES GENERAL PERMIT No.2 APPENDIX B PUBLIC NOTICES! NOTICE OF INTENT APPENDIX C CHECKLISTS APPENDIX D SOILS REPORT APPENDIX E INSPECTION REPORTS Storm Water Pollution Prevention Plan PROJECT 103.0827 ,r:-ll "r'"" .i .:; ~ ,., ''i , 14 /". ,") " I ~,': c? ( l....'" ''-Ii . ,~, I i ',< "'1 PART 1 SITE DESCRIPTION I SITE MAP Storm Water Pollution Prevention P1an PROJECT 103,0827 SITE INFORMATION: r'--" .'---;<--'. Project Name CAMP CARDINAL ROAD EX;TENSI9~,PFJqJ~~Tc: Project Location Southeast y.., Section 1, Township 79 North, Range 7 West (address. lat.llong. or Northeast y.., Section 12, TO~D~ipj9 Np~l:1, Range 7 West Section-T -R) Southwest y.., Section 7, Townsl>1ip~719 Nortll/~ange 6 West Owner Name City of Coralville Representative Dan Holderness, P.E. City of Coralville Owner 1 51 27th Street Address/Phone Coralville, Iowa 52241 Phone (31 9) 248-1720 Site Area 33.87 Acres Disturbed Area 33.87 Acres Final Runoff 0.95 Coefficient Existing site soils are Fayette-Clinton-Givin-Ladoga with the CL unified soil classification. It is well drained and Soil type / moderately permeable with permeability from 0.6 to 2.0 characteristics inches per hour. Erosion factors range from 0.37 to 0.43. The wind erodibility group for the soil is 6. Slopes range from 2 to 40 oercent. Receiving Waters Runoff is discharged to Clear Creek, a tributary of the Iowa River. Description Extension of Camp Cardinal Road consisting of grading, (purpose and types of paving and storm sewer installation. soil disturbing activities) Expected Sequence 1. Call for locates. of Major 2. Stake temporary easements. Construction 3. Erect Silt Fence Activities 4. Remove and stockpile topsoil. (subject to change; any 5. Haul, grade and compact road fill. deviations shall be noted 6. Place culverts and storm sewers. on this plan) 7. Construct pavement. 8. Re-spread topsoil. 9. Seed disturbed areas for stabilization. 10. Final completion, removal of temporary erosion control measures Storm Water Pollution Prevention Plan PROJECT 103,0827 (--, ~. "I II ,,! '" u" ,~":" ') ...!" ~ LOCATION MAP ":"1 " V'f;1 .............- ._---,--_......................... ~ 1 I I SCIU IN rEEl VICINITy YAP Storm Water Pollution Prevention Plan PROJECT 103.0827 --, r~-1' '-_..:--\ '- , ..-- "I" 1: 1_[- n. ~- ') c _ (' ,r- \ . : "1\ 'I -, '.J' , , ,;, I'-~--' . REFER TO PLAN SHEETS C.03 & C.04 FOR THE POLLUTION PREVENTION PLAN Storm Water Pollution Prevention Plan PROJECT 103.0827 rf! "".. 1- j 'I , /4 t., ? , '- c: :Cj~{, . I i: ;>~\ , II . '\ .' PART 2 CONTROLS Storm Water Pollution Prevention Plan PROJECT 103.0827 r"- i' --.,. - '.. A. Erosion and Sediment Controls 1 I ~ ".~' ? ') ~ ",~ l '~,' ,,-."- ~ ' This work shall be done in accordance with Secti?:" 2602 of the Standard Specification. If the work involved is not applil;:.a~llto any RC?(l~/'{Ict items, the work shall be paid for according to Article 1'109.03 paragraph B. Stabilization a. Preserve existing vegetation in areas not disturbed during construction. b. Area of disturbed soil at anyone time by construction operations shall be held to a minimum. c. Temporary Stabilization - areas where construction activity is not planned to occur for at least 21 days will be stabilized by temporary erosion controls within 14 days of ceasing construction activities in that area. . Frequent watering during construction in dry weather shall minimize dust and wind erosion from exposed soil. d. Permanent Stabilization - areas where construction activity has permanently ended will be stabilized within 14 days of ceasing construction activities in that area. . Permanent seeding and mulch in all unpaved areas where final grading is complete. e. Vegetative buffer strips . Existing vegetated areas along the north and south sides of the road will increase infiltration and sediment deposition by reducing runoff velocity. f. Protection of Trees and Natural Vegetation . Tree and vegetation removal is limited to the construction limits as shown on the plans. g. Dust control . Utilize mulch or watering of surface to control wind erosion of susceptible soils during and/or immediately after mass site grading operations. 1. Structural Controls a. Silt fence will be installed along the foreslope toe of roadway embankments and around area intakes as required per plans. b. Silt fence will be installed as ditch checks in areas shown on the plans. c. Areas of 10 acres or less disturbed will require silt fence, sediment traps or equivalent measures for all side slopes and downslope boundaries of the disturbed area. d. Areas greater than 10 acres of disturbed land will require a sedimentation basin to trap eroded sediment. e. Silt fence and ditch checks are to be installed per plans along concentrated drainage ways to control sediment deposition. Storm Water Pollution Prevention Plan PROJECT 103.0827 f. Additional silt fence, earthen dikes, etc. may be requirecten all embankments, stockpiles and other areas to ensure runMfc~ntrQI. ! B. Other Controls If.; /,-, '-' .., (, "" U: :"? ,,~ 1....._., "-/1, Measures for controlling other sources of potential polluti&il,ttJ:a~maye~\St on the construction site. During the course of construction, it is poss1f!I!l'A that situations may arise where unknown materials will be encountered. When such situations occur, they will be handled according to all applicable federal, state, and local regulations in effect at the time. 1. Waste materials a. Disposal of unused construction materials and construction material wastes shall comply with applicable state and local waste disposal, sanitary sewer, or septic system regulations. In the event of a conflict with other governmental laws, rules and regulations, the more restrictive laws, rules or regulations shall apply. 2. Hazardous waste a. Hazardous waste materials will be disposed of in accordance with applicable local, State, and/or Federal regulations. b. Equipment refueling and maintenance operations will be carried out in such a manner so as to prevent any spills and contamination to the soil and groundwater. c. Potentially hazardous materials will be used with great care to prevent spillage in any volume. 3. Sanitary waste a. A portable restroom facility shall be located on site at all times unless an approved equal is allowed. Wastes shall be collected and disposed of in complete compliance with local, state and federal regulations. This facility shall be located in an area where contact with the storm water discharge is minimal. 4. Vehicle tracking a. Stabilized construction entrance and/or vehicle washing racks installed at all site access points to reduce vehicle tracking of sediment offsite. b. Paved streets adjacent to the site shall be inspected daily and cleaned as necessary to remove any excess mud, dirt or rock tracked from the site. c. Dump trucks hauling material from the site shall be properly covered with a tarpaulin. d. Dust control measures utilized as necessary. 5. Non-storm water discharges a. Expected sources of non-storm water discharges from the site Storm Water Pollution Prevention Plan PROJECT 103.0827 during construction include: r_'" , "' I' ~?. Potable water sources including water line flushings, ',' irrigation drainage and fire fighting activities. (' . Pavement/building wash waters where no spills or leaks of ','\ , \' ",i"\ toxic or hazardous materials have occurred and excluding .: ' detergents. . Uncontaminated groundwater from de-watering excavation. . Natural springs, wetland, water sources. . Foundation or footing drains where flows have not been exposed to solvents. C. Storm Water Management Storm water drainage will be provided by means of culverts and road ditches to Clear Creek. The quantity of runoff from the site will not be improved during construction. Measures implemented to control pollution of storm water after construction include: 1. Undeveloped areas will be graded at the slopes indicated and have permanent seeding applied. 2. Vegetated Swales and natural depressions - reduce storm water runoff by increasing infiltration, increase sedimentation by reducing runoff velocity. Storm Water Pollution Prevention Plan PROJECT 103.0827 I~ ,-II , ' ! " 14 /- n. ,._ ,r),C; i,,). :J,.? II.. I ,L, ~' !.' i , .;"'.: '" ~ i PART 3 CONSTRUCTION !IMPLEMENT A TION Storm Water Pollution Prevention Plan PROJECT 103,0827 r'.-' ,. ,. " '10. ~ $t&te-,l:nd Local Requirements C ., 1., ,~he storm water pollution prevention plan reflects the State of Iowa . -' ' "requirements for storm water management and erosion and sediment control, as established in 161 A.64 Code of Iowa, State of Iowa Statutory Requirements Pertaining to Erosion Control Plans. 2. Prior to initiating a land disturbing activity, a person engaged in land disturbing activity shall file a signed affidavit with the soil and water conservation district that the project will not exceed the soil loss limits. 3. Erosion control measures shall be constructed in accordance with Division 9 of the Statewide Urban Standard Specifications (SUDAS). 4. Code Compliance: The contractor shall comply with the soil erosion control requirements of the Iowa Code, the Iowa DNR NPDES permit and all local ordinances. B. Timing of Controls/Measures 1. Install down-slope and side-slope perimeter silt fence prior to commencing land-disturbing activity. 2. Install construction entrance and vehicle tracking controls. 3. Do not disturb an area until necessary for construction to proceed. 4. Install interior silt fences and ditch checks as grading progresses. 5. Cover or stabilize disturbed areas as soon as possible. Areas where construction activity temporarily ceases for more than 21 days, including topsoil stockpiles, will be temporarily stabilized within 14 days of the last disturbance. Areas where construction activity has ceased permanently will be permanently stabilized within 14 days of the last disturbance. 6. As areas reach their final grade, provide additional silt fence and ditch checks as required in areas of erosion. 7. Complete permanent stabilization seeding in disturbed areas within the construction limits. 8. Remove temporary sediment controls and accumulated sediment once entire site is stabilized. Re-seed any areas disturbed by their removal. Storm Water Pollution Prevention Plan PROJECT 103,0827 PROJECTED CONSTRUCTION SCHEDULE I CONSTRUCTION PROGRESS: 1::/:, '," , ,- , PHASE A - SITE PREPARATION Anticipated Start End - I,~ ' ) Mav 1, 2005 ~.. I .. /4 June 15, 2005 Initial control measure installation ' C r ~ i 8: (stake construction limits, erect additional silt fence) /0'11,1,,: \..-,;" , \ Operator Responsible " , ~. ,'i ,,"\ Anticipated Start Date May 1, 2005 Anticipated End May 15, 2005 Date Actual Start Date Actual End Date Remove and Stockpile Topsoil (toDsoil stockpile shall be stabilized) Operator Responsible Anticipated Start Date May 15, 2005 Anticipated End June 15, 2005 Date Actual Start Date Actual End Date PHASE B - ROAD CONSTRUCTION Anticipated Start End June 15, 2005 Seotember 19, 2005 Haul and Compact New Road Subgrade (truck haulinQ, suborade compaction) Operator Responsible Anticipated Start Date June 15, 2005 Anticipated End August 8, 2005 Date Actual Start Date Actual End Date Construct Roadway (truck haulinQ, surface radinQ, concrete I avinQ) Operator Responsible Anticipated Start Date August 8, 2005 Anticipated September 19, 2005 End Date Actual Start Date Actual End Date Storm Water Pollution Prevention Plan PROJECT 103,0827 PHASE C - FINAL STABiliZATION Anticipated Start End SePtember 19, 2005 November 15, 2005 Seeding, Fertilizing & Mulching (maintain erosion control measures until final stabilization) Operator Responsible Anticipated Start Date September 19, Anticipated End November 15, 2005 Date 2005 Actual Start Date Actual End Date Inspection & Maintenance 1. All documents related to the storm water discharge permit shall be kept on site at all times and must be presented to the Iowa DNR or EPA upon request. Including but not limited to the Storm Water Pollution Prevention Plan, Notice of Intent, Proof of Publication, and project inspection diary. 2. The contractor will be responsible for selecting a "qualified" inspector to conduct the inspections. "Qualified" is defined as a person knowledgeable in the principles an practices of erosion and sediment controls who possesses the sills to assess conditions at the construction site that could impact storm water quality and to assess the effectiveness of any sediment and erosion control measures selected to control the quality of storm water discharges from the construction activity. 3. The project area and control devices will be inspected by personnel assigned by the contractor every seven calendar days and within 48 hours after each rain event of y," or greater or heavy snow melt. The findings and any actions taken as a result of this inspection shall be ("'.1 rec9rded in the project diary with a copy submitted weekly to the owner ,9[~wner's representative during the project. , ." a. Inspect silt fence for depth of sediment, tears, fabric securely attached to posts and posts firmly in the ground. " b. Inspect seeding for bare spots, washouts and healthy growth. 4.: ThIS pollution prevention plan shall be revised as construction progresses -..-- '-tQreflect current ownership, responsibilities, operations and findings. ~:Ja. The plan will be revised due to any deficiencies in the plan or changes in conditions noted during an inspection and the contractor will implement any and all revisions as soon as practical but no later than 7 days after the inspection. b. Maintain record of major construction operations start and ending dates and operators responsible for the various phases. c. The plan will be modified within 14 calendar days of a hazardous condition, describing the release, the date of release and the circumstances leading to the release. Steps to prevent the reoccurrence of such releases will be identified in a plan revision and implemented. 5. Maintain all temporary and permanent erosion control measures in good Storm Water Pollution Prevention Plan PROJECT 103,0827 working order by cleaning, repairing, replacement and sediment removal throughout the permit period. Any necessary repairs will be initiated within 24 hours of report. a. Built up sediment will be removed from silt barrier or the silt barrier replaced when it has reached 1/2 the height of the barrier. b. Built up sediment will be removed from sediment basins when it reaches 25% of the design capacity or at the end of the project. c. Accumulation of earth, silt or debris on adjoining properties or streets will be minimized. Remove any accumulation of earth, silt or debris immediately and take remedial actions for prevention. d. Minor spills of potentially hazardous materials will be cleaned up by removing and disposing of contaminate soils properly. Major spills shall be reported in accordance with 455B.386 Code of Iowa with clean up procedures dependant on the severity of the spill. 6. Damage claims: The contractor will hold the owner harmless from any and all claims of any type whatsoever resulting from damages to adjoining public or private property, including reasonable attorney fees incurred to owner. Further, if the contractor fails to take necessary steps to promptly remove earth sedimentation or debris which comes onto adjoining public or private property, the owner may, but not need to, remove such items and deduct the cost thereof from amounts due to the contractor. 7. Hazardous substance spill prevention and response a. The contractor is responsible for training all personnel in the proper handling and cleanup of spilled materials. No spilled hazardous materials or wastes will be allowed to come into contact with storm water discharges. If contact does occur, the storm water discharge will be contained on site until appropriate measures in compliance with all Federal, State, and local regulations are followed to dispose of the hazardous substance. b. In addition to Good Housekeeping and material managem~nt ~ practices, the following practices shall be done to minim~z~ ,the '" " \ -- potential for hazardous material spills and to reduce the risk -of the:. . --- / , spill coming in contact with storm water. :.- \ >--~ . Manufacturer's recommended methods for spill cleanup-will ::.-:. -.j be clearly posted and site personnel will be trained regafdi[1g C!? these procedures and the location of the information ali:l: ~ cleanup supplies. ;y . Materials and equipment necessary for spill control, containment and cleanup will be provided onsite in a material storage area. Equipment and materials will include but not be limited to brooms, dust pans, mops, rags, gloves, goggles, kitty litter, sand, sawdust, and plastic and metal trash containers. c. In the event of a spill, the following procedures will be followed: . All spills will be cleaned up immediately following discovery. . The spill area will be kept well ventilated and personnel will wear appropriate protective clothing to prevent injury from Storm Water Pollution Prevention Plan PROJECT 103.0827 ---~ r' contact with the hazardous substance. . Spill of toxic or hazardous material will be reported to the 1 ! ' . :2 appropriate state or local governmental agency and to the , , project manager and engineer, regardless of the size of the I >-',' , , spill. d.' In. the event the construction site has a release of a hazardous '-.' ". substance or oil in an amount which exceeds a reportable quantity (RQ) as defined at 40 CFR Part 110, 40 CFR Part 117, or 40 CFR Part 302 then the permittee shall: . Person in charge of the site at the time of the spill shall call the EPA National Response Center to report the spill (800- 424-8802, or 202-426-2675). . Modify the Pollution Prevention Plan accordingly within 14 days of the spill including the items mentioned below. . Within 14 days of the release, submit a written description of the release including: a description of the release, type of material, estimated amount of spill, date of release, explanation of why the spill happened, and a description of the steps taken to prevent and control future releases. C. Materials Management Site sources of pollution generated as a result of this work related to silts and sediment which may be transported as a result of a storm event. However, this SWPPP provides conveyance for other (non-project related) operations. These other operations have storm water runoff, the regulation of which is beyond the control of this SWPPP. 1. Materials or substances expected to be present onsite during construction: a. Rock b. Subbase c. Solids and construction wastes d. Portland Cement Concrete 2. Material Management Practices - the following is a list of practices that will be used onsite to minimize the risk of spills or other accidental exposure of materials and substances to storm water runoff. a. Good Housekeeping . An effort will be made to store onsite only enough products required to complete the job. . All materials stored onsite will be kept in a neat, orderly manner and in their appropriate containers. If possible, products shall be kept under a roof or other enclosure. . Materials will be kept in their original containers with the original manufacturer's label. Storm Water Pollution Prevention Plan PROJECT 103.0827 . Substances will not be mixed with one another unless recommended by the manufacturer. . Whenever possible, all of a product will be used up before disposing of the container. . Manufacturer's recommendations for proper use and disposal will be followed. . The job site superintendent will be responsible for daily inspections to ensure proper use and disposal of materials. b. Hazardous Products . Products will be kept in their original containers with the original manufacturer's label. . The original labels and material safety data will be kept for each of the materials as they contain important product information. . Disposal of any excess product will be done in a manner that follows all manufacturers', federal, local and state recommended methods for proper disposal. 3. Product Specific Practices - the following is a list of potential sources of pollution and specific' practices to reduce pollutant discharges from materials or sources expected to be present during construction. a. Concrete wastes - only applicable for future site construction . Concrete trucks will be allowed to washout or discharge excess concrete only in specifically designated areas which have been prepared to minimize contact between the concrete and storm water discharge from the site. . The hardened product from the concrete washout areas will be disposed of as other non-hazardous waste materials or may be broken up and used on the site for other appropriate uses. b. Solid and construction wastes - All trash and construction debris shall be loaded onto trucks and hauled off site. No construction waste materials will be buried on site. An asbestos container may be located on site. The dumpster must be put in a location where the contact with storm water discharge is minimized. 9 -' - -- .r;- --,Ii' ---1 ,- / ' -- (,,1 Y'" I"..,) Storm Water Pollution Prevention Plan PROJECT 103,0827 ----- f""ll ,,~.. ,. '1 I 1 ' C, t.:.,? i"l '-..' ~ '- C '.., If " ,,~._) I , I I.,,~' i -\ \ ',-_/. . PART 4 FINAL ST ABILlZA TION I DISCONTINUATION Storm Water Pollution Prevention Plan PROJECT 103.0827 A. Final Stabilization / Discontinuation 1. The storm water discharge from a construction activity is no longer considered to be a discharge subject to the storm water permit requirements when final stabilization has been reached and temporary erosion and sediment controls have been or will be removed. A permittee must submit a Notice of Discontinuation (NOD) to inform the IDNR that storm water discharge no longer need to be covered by the general permit. 2. uFinal Stabilization" - the point at which all soil disturbing activities are complete, and a uniform perennial vegetative cover with a density of 70% of the cover for unpaved areas and areas not covered by permanent structures has been established or equivalent permanent stabilization measures have been employed. 3. Notice of Discontinuation should be mailed to the following address: Storm Water Coordinator Iowa Department of Natural Resources 502 E. 9th Street Des Moines, Iowa 50319-0034 4. All plans, inspection reports and other related documents must be retained for a period of three years after project completion. The contractor shall retain record copy and provide original documents to the owner upon issuance of the NOD. 0 :;-/:: -"~ -.....-r , , ,- - - - -".' --"', C.;? ...."- 0' .;-' N Storm Water Pollution Prevention Plan PROJECT 103,0827 r~--' ~_.--:' '\ I ' I, ... '. II r" r, :".., , I , ,,- r" .,- I ! ' _; ,;\ , INSERT IOWA DNR NOTICE OF DISCONTINUATION FORM HERE Storm Water pollution Prevention Plan PROJECT 103.0827 /-, ,;1 --- I ,i /.. / J L' I II; 8:52 C ../.,'/ , , , '-I.. ~ ~'A PART 5 CERTIFICATION Storm Water Pollution Prevention Plan PROJECT 103.0827 r-r ~ :'n... '\ POLLUTION PREVENTION PLAN CERTIFICATION ,~. .'. f' '." 14 ~'.. r: '1 ~,' .....! Project CAMP CARDINAL EXTENSION PROJECT Project Loca ' ,South ast %. Section 1. Township 79 North. Range 7 West (address, lat.llong.. Sec,-T-R) Northeast %. Section 12. Township 79 North. Range 7 West Southwest %. Section 7. Township 79 North. Range 6 West. Johnson Coun . Iowa I certify under penalty of law that this document and all attachments were prepared under my direction of supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. I certify under penalty of law that I understand the terms and conditions of the general National Pollutant Discharge Elimination System (NPDES) permit that authorizes the storm water discharges associated with industrial activity from the construction site as part of this certification. Further, by my signature, I understand that I am becoming a co-permittee, along with the owner(s) and other contractors and subcontractors signing such certifications, to the Iowa Department of Natural Resources NPDES General Permit No.2 for >>Storm Water Discharge Associated with Industrial Activity for Construction Activitiesn at the identified site. As a co-permittee, I understand that I, and my company, are legally required under the Clean Water Act and the Code of Iowa, to ensure compliance with the terms and conditions of the storm water pollution prevention plan developed under this NPDES permit and the terms of this NPDES permit. Owner City of Coralville Address 1 51 27th Street Phone Coralville, Iowa 52241 (31 9) 248-1720 Representative Title Dan Holderness, P.E. City Engineer Signature Date Storm Water Pollution Prevention Plan PROJECT 103,0827 CONTRACTOR'S CERTIFICATION Project CAMP CARDINAL EXTENSION PROJECT Project Location Southeast %, Section 1, Township 79 North, Range 7 West (address, lat./long., Sec.-T-RI Northeast %, Section 12, Township 79 North, Range 7 West Southwest %, Section 7, Township 79 North, Range 6 West, Johnson Countv, Iowa I certify under penalty of law that this document and all attachments were prepared under my direction of supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. I certify under penalty of law that I understand the terms and conditions of the general National Pollutant Discharge Elimination System (NPDES) permit that authorizes the storm water discharges associated with industrial activity from the construction site as part of this certification. Further, by my signature, I understand that I am becoming a co-permittee, along with the owner(s) and other contractors and subcontractors signing such certifications, to the Iowa Department of Natural Resources NPDES General Permit No.2 for "Storm Water Discharge Associated with Industrial Activity for Construction Activities" at the identified site. As a co-permittee, I understand that I, and my company, are legally required under the Clean Water Act and the Code of Iowa, to ensure compliance with the terms and conditions of the storm water pollution prevention plan developed under this NPDES permit and the terms of this NPDES permit. Contractor I Sub-contractor Responsible for 0 C!I <:~ ..".. Address Phone - ~"-' ,- - - ..,. ... J:"" Representative Title , ...~ : C~, -," , Signature Date -- en p 0.> Storm Water Pollution Prevention Plan PROJECT 103.0827 - -- 1"--1 I ~'-:".~ CONTRACTOR'S CERTIFICATION (for contractors with no authority to modify SWPPPI , \ I ",( 1 . ,'I ., '-, Project C:'" ." !,t;:AMP CARDINAL EXTENSION PROJECT Ii':, ',,',.. I," , Project Location Southeast %, Section 1, Township 79 North, Range 7 West (address. lat./Iong.. Sec.-T-R) Northeast %, Section 12, Township 79 North, Range 7 West Southwest %, Section 7, Township 79 North, Range 6 West, Johnson Countv, Iowa I certify under penalty of law that I understand the terms and conditions of the general National Pollutant Discharge Elimination System (NPDES) permit that authorizes the storm water discharges associated with industrial activity from the construction site as part of this certification. Further, by my signature, I understand that I am becoming a co-permittee, along with the owner(s) and other contractors and subcontractors signing such certifications, to the Iowa Department of Natural Resources NPDES General Permit No.2 for dStorm Water Discharge Associated with Industrial Activity for Construction Activities" at the identified site. As a co-permittee, I understand that I, and my company, are legally required under the Clean Water Act and the Code of Iowa, to ensure compliance with the terms and conditions of the storm water pollution prevention plan developed under this NPDES permit and the terms of this NPDES permit. Contractor I Sub-contractor Responsible for Address Phone Representative Title Signature Date Storm Water Pollution Prevention Plan PROJECT 103.0827 '-, j'-I! "_ i/ ! /') , , , 0 It, n I...., , ' u: S3 'CJ!/ Ii '/:1 " APPENDIX A NPDES GENERAL PERMIT No.2 Storm Water Pollution Prevention P1an PROJECT 103.0827 -- -- - 1',1 r."-"\ , ' r- .-1 \1. . ~ j , ., I.". I -__ i 'I "" .J\ INSERT COpy OF NPDES GENERAL PERMIT No. 2 Storm Water Pollution Prevention Plan PROJECT 103.0827 r, /'/1 r-" , ;/"-. I ~: /(, ;.) ("l "0: S3 \ '-~! ,~ I , 'i~ APPENDIX B PUBLIC NOTICE I NOTICE OF INTENT Storm Water Pollution Prevention Plan PROJECT 103.0827 [-.-!. ! "7'.'\ ~, .... I") ,,' \ L ' ,~ ,~J i. C ,.. \;': ;"':;:"\ \"..> INSERT COpy OF: _ Public Notice (optional) Proof of Publications - Notice of Intent - Storm Water Pollution Prevention Plan PROJECT 103.0827 r--, , ! ,Ii , " , , ,"J: ! 4 I C" .~3 Ct. ;:). Cr ;.]", ',-. i'\. i "-,'011,\ ,,' ~ //- APPENDIX C CHECKLISTS Storm Water Pollution Prevention Plan PROJECT 103.0827 r--' , ,-,- c 1'1 ~ ~ c ,) (' , I'" , l.' jl \, II i, ' ",.\ ~'. INSERT COpy OF EPA CHECKLISTS Storm Water Pollution Prevention Plan PROJECT 103.0827 ,:, '/ - i 'o, r' ", } i' /4 /;,-;" f:. r:-3 \.." , Ci, v '/1 'i,l APPENDIX D SOILS REPORT Storm Water Pollution Prevention Plan PROJECT 103.0827 r"',,1,._ ,'".'~.~__~! '''1 : 1, ..'" ( '\ I ' ",..... \ '.....J' , '{ INSERT SOILS REPORT IF APPLICABLE Storm Water Pollution Prevention Ptan PROJECT 103,0827 ':// ( ",> , I:, / II ;:. r-- C 1.,.. ;:.<3 '-") Ii' IV':'I,' ' ~ ~,\ ://.'1 .' , ~/l APPENDIX E INSPECTION REPORTS Storm Water Pollution Prevention Plan PROJECT 103.0827 r'..i' '-.-i" ..', , , " ~.-~' , Ii: ~ r""- ,') ~ J C . ; " ,,~, ,\ I:~ " INSERT SUGGESTED INSPECTION REPORT FORM Storm Water Pollution Prevention Plan PROJECT 103.0827 . t9l-0H:J "'I' -VA s:m-ttMt8 ~ t8I:8-t9HtE ~ 10'V aBOTC< ."~..... 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''-'''':' ........ ...... - .... .... '" ....... .... ... ..... .. -- --- ---- ------- --- -5.: ---- , , ""... ... ... ". .... ..... ..... ............ .. , ' ... ..... ,- ___ ~~'. ..~.... .,.,..~ ~_L' ~~. .~-- ~'~.'. ,. .... ""~'" ...--.- ~~ ..--.- --~. 6 CAMP CARDINAL ROAD EXTENSION PROJECT <A " .. REVISION OAT< .. N '" ~ TRAIL CROSS SECTIONS CORALVILLE,IOWA ......n BJW .,......." RUV - ~ 1".50' - Teehodd... rWF DaI.r. 02125/05 P'IeId Bk: n 'p '" o T E S. .... BOWUNG B'HErHL ANlmi'fr,JO'II'A ~- 0 SNYDER & ASS CIA 12C:O":.="U4041 ~ -- ~No: 103,0827 .:, A~IOW'A lf1'.JORPB, MJSBOVJU Z.l1 .. -~ ......... 1"'11. N", CRD- 264 ~ .. ---- Engineering Department City of Coralville, Iowa ;;--:::::, ,--' "20 -r: )>.::::-; 1\ N -- -- 1'0 -r-' ! I ,--,-- -r") ~-, .--/ ',- -:!~ N - p 0 ,~ Plans, Specifications and Form of Contract CAMP CARDINAL ROAD EXTENSION PROJECT 2005 I hereby certify that this engineering document was I hereby certify that this engineering document was prepared by me or under my direct personal supervision prepared by me or under my direct personal supervision and that I am a duly Licensed Professional Engineer under and that I am a duly Licensed Professional Engineer under the laws of the State of Iowa the laws of the State of Iowa /~/f~ ,W~S- tJ~;j7V;i '3hlor , , Richard M. Voelker, P.E. Dale Brian 1. Willham, P .E. Date License Number 13853 License Number 17122 My License Renewal Date is December 31,2006 My License Renewal Date is December 31, 2005 Palles or sheets covered bv this seal: Pae:es or sheets covered bv this seal: ALL Hi'_! T">-I-J~,WD-I-/~ p..,OE:nI-l- ~"S TS-I -TS'-J, I hereby certify that this engineering document was I hereby certify that this engineering document was prepared by me or under my direct personal supervision prepared by me or under my direct personal supervision and that I am a duly Licensed Professional Engineer under and that I am a duly Licensed Professional Engineer under the laws of the State of Iowa the laws of the State of Iowa ~~~ 3118~5' Benjamin J. McAlister, P,E. Date Darin M. Ligtenberg. License Number 16931 License Number 148 My Ucense Renewal Date is December 31, 2005 My License Renewal Date is December 3 t, 2006 Pae:es or sheets covered bv this seal: Pae:es or sheets covered bv this seal: \<.0/ - (e./'Z., PnN~ Eti'/-I - <;c - > UD,I-WD-I! TABLE OF CONTENTS CAMP CARDINAL ROAD EXTENSION PROJECT 2005 TITLE PAGElS) Notice of Public Hearing ................................................................................................... PH-1 Advertisement for Bids ..........................................................................................AB-1 to AB-2 Bid Bond............................................................................................................................ BB-1 Proposal.................................................................................................................... P-1 to P-4 Supplemental Schedule of Unit Prices-Traffic Signalization ..............................................SS-1 References................................................................................................................ R-1 to R-2 Contract................................................................................................................ CF-1 to CF-2 Performance & Payment Bond..............................................................................PB-1 to PB-2 General Conditions ............................................................................................. GC-1 to GC-7 City of Iowa City Standard Specifications - Traffic Signals................................. TS-1 to TS-35 City of Iowa City Standard Specifications - Water Distribution ........................ WD-1 to WD-15 Special Provisions for Earthwork Settlement Requirements ........................................... ESR-1 Special Provisions for Pond Related Bid Items (Est Ref Info)......POND ERI-1 to POND ERI-3 Special Provisions for Pond Construction .......................................................... PC-1 to PC-12 Special Provisions for Sluice Gates .....................................................................SG-1 to SG-5 Stormwater Pollution Prevention Plan........................................................................................ Terracon Geotechnical Engineering Report Proposed Camp Cardinal Road _ Coralville & Iowa City, Iowa, Dated May 28,2004 (By Reference)................................. Plan Sheets (Attached Separately) .........................................................................A.01 - A.03 B.01 - B.05 C.01 - C.06 0.01 - 0.08 E.01 - E.10 G.01 H.01 - H.04 J.01 - J.05 L.01 - L.07 M.01 - M.02 N.01 - N.11 R.01 - R.12 U.01 ;-,U.05 cJ".01 ~X".47 ::::(W1,..X.06 :> Y.01 ':;":Y.02l-\I :2.2.01 ~.1 f== ". "---'\1 N '- ':::J r> ~ ...- NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT AND ESTIMATED COST FOR CAMP CARDINAL ROAD EXTENSION PROJECT 2005 IN THE CITY OF CORALVILLE,IOWA TO ALL THE TAXPAYERS OF THE CITY OF CORALVILLE, IOWA, AND TO OTHER PERSONS INTERESTED: Public notice is hereby given that the City Council of the City of Coralville, Iowa, will conduct a public hearing on the plans, specifications, form of contract and estimated cost for the construction of Camp Cardinal Road Extension Project 2005 in said City at 7:00 PM on the March 22, 2005, said meeting to be held in the City Hall in said City. Said plans, specifications, form of contract and estimated cost are on file in the office of the City Clerk at City Hall, Coralville, Iowa, and may be inspected by any persons interested. Any persons interested may appear at said meeting of the City Council for the purpose of making objections to said plans, specifications, contract or the cost of making said improvement. The City will issue a sales tax exemption certificate applicable for all materials purchased for the project. This notice is given by order of the City Council of the City of Coralville, Iowa. IslNancy Seuter, City Clerk 7-") ?f: () - \\ .' ,- N .- r") '.-r\ -:l . r::? -._- 0 )? J;:"' PH-1 ADVERTISEMENT FOR BIDS CAMP CARDINAL ROAD EXTENSION PROJECT 2005 Sealed proposals will be received by the City Clerk of the City of Coralville. Iowa, until 2:00 PM, April 12, 2005 and opened immediately thereafter by the City Engineer. Proposals will be acted upon by the City Council at a meeting to be held in the Council Chambers at 7:00 PM on April 26, 2005 or at such later time and place as may then be fixed. The work will involve the following: construction of portland cement concrete pavement, traffic signalization, storm sewer, retention pond, water main and all other work as included in the plans and specifications. All work is to be done in strict compliance with plans and specifications prepared by Snyder & Associates, Inc., which have heretofore been approved by the City Council, and are on file for public examination in the City Clerk's office. Whenever reference is made to the "Standard Specifications," it shall be the "Standard Specifications for the Series of 2001 Highway and Bridge Construction" of the Iowa Department of Transportation, as modified. Each proposal shall be completed on a form furnished by the City and must be accompanied in a sealed envelope, separate from the one containing the proposal, by either of the following forms of bid security; (1) a certified or cashier's check drawn on a solvent Iowa bank or a bank chartered under the laws of the United States or a certified share draft drawn on a credit union in Iowa or chartered under the laws of the United States, in an amount equal to 10% of the bid, (2) a bid bond executed by a..... corporation authorized to contract as a surety in the State of Iowa, C] (:; in a penal sum of 10% of the bid. The bid security shall be made ,- -.' '. "I payable to the Treasurer of the City of Coralville, Iowa, and shall be forfeited to the City of Coralville as liquidated damages in the r....J event the successful bidder fails to enter into a bond satisfactory "" -"~1 . \ 1 to the City insuring the faithful performance of the contract and .----1. ,- ",--' , maintenance of said work, if required, pursuant to the provisions ~_.'" ~-;:'-: ~:>'- N of this notice and the other contract documents. Checks of the "'-- lowest two or more bidders may be retained for a period of not to .J> C' .to" exceed forty-five (45) days until a contract is awarded or rejection is made. Other checks will be returned after the canvass and tabulation of the bids is completed and reported to the City Council. The City will issue a sales tax exemption certificate for all materiais purchased on the project. The City will issue the appropriate tax exemption certificates and authorization letters to the Contractor and all subcontractors completing work on the project. Tax exemption certificates are applicable only for the specific project for which the tax exemption certificate is issued. Contractor shall provide a listing to the City identifying all appropriate subcontractors qualified for use of the tax exemption certificate. Contractor and subcontractors may make copies of the certificate and provide to each supplier providing construction material a copy of the tax exemption certificate. Payment to the Contractor will be made as specified in the "Standard Specifications" Section 1109. The successful bidder will be required to furnish a bond in an amount equal to one hundred percent (100%) of the contract price, said bond to be AB-l issued by a responsible surety approved by the City Council and shall guarantee the prompt payment of all materials and labor and protect and save harmless the City from claims and damages of any kind caused by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of one year from and after its completion and acceptance by the City. The following limitations shall apply to this project: Starting Date: May 9, 2005 Substantial Completion of Stages 1 A & 1 B by: August 19, 2005 Substantial Completion of Stage 2 by: November 18, 2005 Substantial Completion of Stage 3 by: July 28, 2006 Final Restoration Completion by: September 15, 2006 Liquidation Damages: $500/day The plans, specifications and proposed contract documents may be examined at the office of the City Clerk. Copies of said plans and specifications and form of proposal blanks may be secured at the office of Snyder & Associates, Inc., 5005 Bowling Street SW, Cedar Rapids, Iowa 52404, by bona fide bidders. Return all plans and specifications to the City Engineer's office in good condition within fifteen (15) days after the opening of bids. Prospective bidders are advised that the City of Coralville desires to employ minority contractors and subcontractors on City projects. The City Council reserves the right to reject any and all bids, to waive technicalities or irregularities and to enter into such contract as it shall deem to be to the best interests of the City. The City Council reserves the right to defer acceptance of any proposal for a period not to exceed forty-five (45) calendar days from the date of receiving bids. The Contractor awarded the contract shall submit, before starting construction, a list of proposed subcontractors along with quantities, unit prices and dollar amounts that each subcontractor will perform. If no minority business enterprises (MBE) are utilized, the Contractor shall furnish documentation of all efforts to recruit MBE's. A listing of minority contractors is available and can be obtained from the City Engineer's Office. By virtue of statutory authority, preference will be given to products and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa Statutes. The Iowa Reciprocal Preference Act (SF 2160) applies to the contract with respect to bidders who are not Iowa residents. Published upon order of the City Council of Coralville, Iowa. - Isl Nancy Beuter, City Clerk -- ../, 0..1 ? ~~~: C) ::< L.... '_.,- C""l --~-..., 0J ! .----- "~""'-,. ,,'-, .._- F", " AB-2 BID BOND CAMP CARDINAL ROAD EXTENSION PROJECT 2005 KNOW ALL MEN BY THESE PRESENTS: That we, as Principal and as Surety, are held and firmly bound unto the City of Coralville, Iowa, hereinafter defined as Obligee, in the penal sum often percent (1 0%) of the total amount of the bid ($ ), for which payment said Principal and Surety bind themselves, their heirs, executors, administrators, successors, and assigns jointly and severally, firmly by these presents. The condition of the above obligation is such that whereas the Principal has submitted to the City of Coralville, Iowa, a certain bid, in a sealed envelope, dated the _ day of , 2005, and hereby made a part hereof to enter into a contract in writing, for Coral Ridge Avenue and Heartland Drive Intersection Improvement Project 2005. NOW THEREFORE, if the said bid by said Principal be accepted, and the Principal shall enter into a contract with the Obligee in accordance with the terms of such bid, and give such bond as may be specified in the contract documents with good and sufficient surety for the faithful performance of such contract, for the prompt payment of labor and material furnished in the prosecution thereof, and for the maintenance of said improvements as may be required therein, then this obligation shall become null and void or in the event of the failure of the Principal to enter such contract and give such bond, the Principal shall pay to the Obligee the full amount of the bid bond, together with court costs, attorney's fees, and any other expense of recovery. Signed and sealed this day of ,2005. Principal By Contractor's Signature Surety By Attomey-in-Fact c:' ;, c:':' L)'-\ -n r..:> -::::::: /' , r...,) -'~-1 \ -a " r::? '.-", j:; co BB-l FORM OF PROPOSAL CAMP CARDINAL ROAD EXTENSION PROJECT 2005 Name of Bidder. Address of Bidder. To: City Clerk City of Coralville 1512 7th Street Coralville, IA 52241 The undersigned bidder submits herewith bid security amounting to ten percent (10%) of the total amount of the bid which shall become the property of the City of Coralville should the undersigned fail or refuse to execute a contract and to furnish bond as as called for in the specifications within the time provided. The undersigned bidder, having examined the Contract Documents, and having famiiiarized himself with the nature and location of the work to be done and the conditions under which the work will be performed. hereby proposes to provide the required labor, services and materials and to perform the work described in the specifications, and addenda _, _, _, within the time and for the sum or sums stated hereinafter on the attached proposal schedule, which proposal schedule Is hereby made a part of this Proposal. The undersigned bidder certifies that this proposal is made in good faith, without collusion or connection with any other person or persons bidding on the work. The undersigned bidder states that this proposal is made in conformity with the specifications and agrees that in the event of any discrepancies or differences between any conditions of his proposal and the specifications prepared by CITY OF CORALVILLE, that the provisions of the latter shall prevail. The undersigned bidder understands the Award of Contract shall be based on the amount of the TOTAL BASE BID. The TOTAL BASE BID does not include the BID AL TERNA TES. Bidder: By: Titie: Date: C) :'~C: .-. ., .' "".-' --r" ._0- N N ...-~~~ ,-.-.- \ j "'J _..'n_; - "..-) ~~) r:,? / " - '- 0 -,-:> ~ .to" P-l ,- . - FORM OF PROPOSAL -- CAMP CARDINAL ROAD 0-.1 EXTENSION PROJECT 2005 '.-~ C-.l --..'. c"J - dehstructft;r thefOiI~ng unit and lump sum prices: ~ ,- "-' /~ ,,', r-l , . ESTIMATED UNIT EXTENDED NO, DESCRIPTION UNIT QUANTITY PRICE PRICE 1 Mobilization LS 1 $ $ 2 Clearino and Grubb/no AC 1,72 $ $ 3 Excavation, Class 10, Roadwav and Borrow CY 274,300 $ $ 4 Excavation, Class 13, Channel CY 2,560 $ $ 5 Excavation, Class 13, Cutoff Trench CY 1,530 $ $ 6 Excavation, Class 13, Pond CY 139,875 $ $ 7 Core Out Excavation CY 2,000 $ $ 8 Toasoil, Strip, Salvaoe & Spread CY 19,300 $ $ 9 Seedino and Fertilizino AC 4.3 $ $ 10 Hvdroseedina AC 23,8 $ $ 11 Granular Backfill TN 2.300 $ $ 12 Select Cohesive Backfill CY 2,600 $ $ 13 Embankment-in-place CY 3,700 $ $ 14 Drainfill, Fine Gradation CY 35 $ $ 15 Drainfill, Course Gradation CY 370 $ $ 16 Material for Filter Blanket TN 2,700 $ $ 17 Modified Subbase CY 10,390 $ $ 18 Roadwav, P.C. Concrete, 10" SY 47,970 $ $ 19 RoadwaY, P.C. Concrete, 7" SY 1,060 $ $ 20 Bridoe Aporoach Section SY 245 $ $ 21 Removal of Flumes EA 2 $ $ 22 Remoyal of Culvert LF 258 $ $ 23 Removal of Curb LF 790 $ $ 24 Removal of Guardrail LS 1 $ $ 25 Aarons, Concrete, 12" EA 1 $ $ 26 Aarons, Concrete, 15" EA 7 $ $ 27 Aorons, Concrete, 18" EA 2 $ $ 28 Aorons, Concrete, 24" EA 5 $ $ 29 Aorons, Concrete, 30" EA 1 $ $ 30 Aorons, Concrete, 36" EA 2 $ $ 31 Aprons, Concrete, 48" EA 1 $ $ 32 Perforated Subdrain, 6" LF 21,926 $ $ 33 Subdrain Outiet. RF.19C EA 164 $ $ 34 Subdrain Outlet, RF-19E EA 5 $ $ 35 Intake Type RA-40 (IDOT) EA 24 $ $ 36 Intake Tyoe RA-40, Modified (IDOT) EA 4 $ $ 37 Intake Tvoe RA-43 (IDOT) EA 37 $ $ 38 Intake Tyoe RA-43, Modified (IDOT) EA 3 $ $ 39 Intake Type RA-63 (IDOT) EA 2 $ $ 40 Intake Tvoe RA-70 !IDOT) EA 19 $ $ 41 Intake Tyoe RA-70, Modified (IDOT) EA 1 $ $ 42 Intake Type M-A (Iowa SUDAS) EA 1 $ $ P-2 FORM OF PROPOSAL CAMP CARDINAL ROAD EXTENSION PROJECT 2005 43 Intake Type M-B (Iowa SUOASl EA 2 $ $ 44 Intake Type M-G, Modified (Iowa SUOAS) EA 1 $ $ 45 Tyoe RA-49 Utility Access, Modified (lOon EA 2 $ $ 46 Tyoe RA-50 Utility Access (lOOT) EA 3 $ $ 47 Tyoe RA-50 Utility Access, Modified nooT) EA 2 $ $ 48 Sewer, 20000 Storm, 12" LF 122 $ $ 49 Sewer, 20000 Storm, 15" LF 5,836 $ $ 50 Sewer, 20000 Storm, 18" LF 412 $ $ 51 Sewer, 30000 Storm, 18" LF 424 $ $ 52 Sewer, 20000 Storm, 24" LF 962 $ $ 53 Sewer, 30000 Storm, 24" LF 760 $ $ 54 Sewer, 20000 Storm, 30" LF 289 $ $ 55 Sewer, 20000 Storm, 36" LF 643 $ $ 56 Sewer, 30000 Storm, 36" LF 227 $ $ 57 Sewer, 20000 Storm. 48" LF 155 $ $ 58 Low Head Pressure Pipe, Class C25, 48" LF 216 $ $ 59 Schedule 40 Perforated PVC Pioe, 4" LF 180 $ $ 60 Tyoe M-C Manhole EA 1 $ $ 61 Water main, Ductile Iron, 12" LF 6,020 $ $ 62 Water main, Ductile Iron, 8" LF 540 $ $ 63 Hydrant Assembly EA 20 $ $ 64 Gate Valve and Valye Box, 12" EA 15 $ $ 65 Gate Valve and Valve Box, 8" EA 6 $ $ 66 Water main, 12"x12"x8" Tee EA 3 $ $ 67 Water main, 12"x12"x12" Tee EA 1 $ $ 68 Water main, 12"x12"x12" Tapoina Tee & Valye EA 1 $ $ 69 Structural Concrete CY 22.1 $ $ 70 Steel Reinforcement EOOlCV Coated LB 4,792 $ $ 71 Installation of Guardrail LF 106 $ $ 72 Guardrail Terminal, Flared EA 1 $ $ 73 Fill Stone TN 460 $ $ 74 Rio Rap, Class E TN 280 $ $ 75 Grouted Rio Rap CY 30 $ $ 76 Erosion Stone TN 300 $ $ 77 Granular Beddino TN 55 $ $ 78 Slooe Protection, Erosion Mattina SY 4,210 $ $ 79 Silt Fence LF 14,950 $ $ 80 Enaineerina Fabric SY 2,450 $ ;,s:. '~ ):'~ 81 Articulated Concrete Block SF 4,025 $ ~$;-. r"--' .;: 82 lOOT Native Grass Seedinn AC 0.3 $ $- 11 83 lOOT Wetland Grass Seedina AC 1.2 $ $ \,::..;, 84 Swamp White Oak w/Guard, 1.5" EA 30 $ $ '-- , , 85 Mulchina AC 11.6 $ $. _ c - j -" 86 Temporarv Seedina AC 25.8 $ $,.,,;- , N 87 Concrete Pioe Suoports EA 3 $ $".'= C) 88 Trash Rack Assembly EA 1 $ $ - 89 12" Sluice Gate EA 1 $ $ 90 Sidewalk, P.C, Concrete, 6" SY 8,470 $ $ 91 Driveway, P.C. Concrete, 6" SY 110 $ $ P-3 . FORM OF PROPOSAL CAMP CARDINAL ROAD EXTENSION PROJECT 2005 92 Road Closure (Urban), Type RE-3B EA 5 $ $ 93 Traffic Sionalization LS 1 $ $ 94 Painted Pavement Markinos, LPM 1200, Grooved STA 190.7 $ $ 95 Painted Pavement Markinos, LPM 1500 STA 9.3 $ $ 96 Painted Pavement Svmbols, LPM 1500 EA 28 $ $ 97 Remove and Reinstall Sian EA 1 $ $ 98 Wood Posts for tvoe AlB sian, 4"xS" LF 392 $ $ 99 Tvpe A sions, Sheet Aluminum SF 124 $ $ 100 Traffic Control LS 1 $ $ 101 Erosion Control LS 1 $ $ TOTAL BASE BID $ - - / ~~: 0-' -,,/ _._:~- ,,r"' -: i~~:' ('-! _.~.. <........J , , ,-'"r" ~-,: - I"') P-4 SUPPLEMENTAL SCHEDULE OF UNIT PRICES TRAFFIC SIGNALIZATION Camp Cardinal Road Extension Project 2005 ITEM DESCRIPTION UNIT TOTAL UNIT COST TOTAL EXTENSION CONTROLLER 8-phase controller, cabinet & accessories. base mounted LS 1 AND CABINET Video Detection processor, 3 cameras, and accessories LS 1 DETECTOR Dual Channel Inductive Loop Detector Unit EACH 2 UNITS Pedestrian Pushbutton, w/sign EACH 2 12" R. y, G, side-at-Dole mounted EACH 2 12" R, Y, G. wi backolate, mast-arm mounted EACH 3 TRAFFIC 12" R, <Y. <G. wi backDlate, mast-arm mounted EACH 2 SIGNAL 12" R,V>,G>, wi backolate. mast-arm mounted EACH 2 HEADS 12" R,Y,G,<Y,<G, w/back late mast-arm mounted EACH 1 12" R,Y,G,Y>,G>, side-of-Dole mounted EACH 1 12" Hand/Person w/countdown timer, side-of-oole mounted EACH 2 HANDHOLES Pre-cast concrete handhole, 24" Diameter EACH 5 Pre-cast concrete handhole. 36" Diameter EACH 1 Signal cable - 9C #14 AWG LlNFT 990 Signal cable - 4C #14 AWG LlNFT 1150 Video Cable LlN FT 780 Ground wire - 1 C #6 bare LlNFT 520 WIRE Tracer wire ~ 1C #10 L1NFT 1060 AND Luminaire cable - 1 C #8 LlNFT 740 CABLE Luminaire cable - 1 C #10 LlN FT 110 Detector Cable ~ 2C #14 Shielded L1NFT 730 Detector Wire - 1 C #14 in tube L1NFT 500 Detector Sawcut L1NFT 200 Power cable ~ 1 C #4 LlNFT 270 POWER Power Supply EACH 1 SUPPLY 1" PVC, trenched L1NFT 110 CONDUIT 2" PVC, lrencl1ed L1NFT 480 3" PVC, trenched L1NFT 350 3" PVC, pushed L1NFT 110 Controller footing EACH 1 CONCRETE Pedestal Pole footing, 2' diam. X 3' depth EACH 1 FOOTING Pole footing, 3' diam. X 10.S' depth EACH 2 Pole footing, 3' diam. X 12' depth EACH 1 Pedestal Pole, 14' EACH 1 TRAFFIC Steel combination sionall Iiahtino oole, 40' mast ann EACH 1 SIGNAL POLES Steel sinnal nole, 4S' mast ann EACH 1 Steel combination sianall liahtino Dole, 50' mast ann EACH 1 Traffic sign, R10-12, 24" x 3D" EACH 1 Traffic sign, R3-S, 30" x 36" EACH 4 MISC. Streetname sign, D~3 sizes vary EACH 3 Luminaires EACH 2 .. Remove Light Pole & Footing LS 1 TOTAL SIGNALIZATION COST .S: ('~ - , J'::: "'T'\ , . '. N .._-- "" ','i -1', ..-"j - -'- J N SS,1 C) .to" ---- REFERENCES CAMP CARDINAL ROAD EXTENSION PROJECT 2005 Name of Bidder: Project Name: Type of Work: Dollar Amount of Work: $ Client/Owner Name: Address: Phone: ( ) Contact Person: ............................................................................................................... Name of Bidder: Project Name: Type of Work: Dollar Amount of Work: $ Client/Owner Name: Address: Phone: ( ) Contact Person: ................................................................................................................. Name of Bidder: Project Name: ';:.-::::; L' .,.'. Type of Work: ::~.: C-) -"..C"'\ --- "J - Dollar Amount of Work: $ - N ;-\ -r1 Client/Owner Name: '-"\ - '...J. \~-? Address: 5;: 0 ,,:- Phone: ( ) Contact Person: R-l REFERENCES (cont.) - ..:;::: .- --c~ CAMP CARDINAL ROAD '='~.,,~ S:2 ('-~, EXTENSION PROJECT 2005 L '._ N Name:Ot Bidder: c-J . Pfol#t Name: -~~. -~ b Type of Work: Dollar Amount of Work: $ Client/Owner Name: Address: Phone: ( ) Contact Person: ................................................................................................................. Name of Bidder: Project Name: Type of Work: Dollar Amount of Work: $ Client/Owner Name: Address: Phone: ( ) Contact Person: ................................................................................................................., Name of Bidder: Project Name: Type of Work: Dollar Amount of Work: $ Client/Owner Name: Address: Phone: ( ) Contact Person: R-2 CONTRACT Camp Cardinal Road Extension Project 2005 THIS AGREEMENT, made and entered into this _ day of , 2005, by and between the City of Coralville, Iowa, party of the first part hereinafter referred to as the "Owner", and , party of the second part hereinafter referred to as "Contractor". WITNESSETH That whereas the Owner has heretofore caused to be prepared certain specifications and proposal blanks, dated the _ day of , 2005, for Camp Cardinal Road Extension Project 2005 under the terms and conditions therein fully stated and set forth, and, Whereas, said specifications and proposal accurately, and fully describe the terms and conditions upon which the Contractor is willing to perform the work specified: NOW, THEREFORE, IT IS AGREED: 1. That the Owner hereby accepts the attached proposal of the Contractor for the work and for the sums listed therein. 2. That this Contract consists of the following component parts which are made a part of this agreement and Contract as fully and absolutely as if they were set out in detail in this Contract: a. Addenda Numbers b. "Standard Specifications for Highway and Bridge Construction" serie~ , ''0; of 2001, Iowa Departn:'ent of Transportation, plus current special < ..qvi)lion~.and _'" supplemental specifications.::: ':::' "c' . \ i -' N ---" c. Notice of Public Hearing and Advertisement for Bids r0 ...,., .--'~ . d. Special Provisions _,_.r --=-<', --' ---' :--- \-..) e. Proposal /~ C) ..,... f. This Instrument g, The Contractor's own organization shall perform work amounting to not less than 50 percent of the total contract cost unless otherwise specified. In order to meet this 50 percent requirement, the Contractor shall not purchase any materials for a subcontracted item. The Contractor may hire another contractor's employee(s) as long as the City has given written approval prior to the bid letting. The above components are complementary and what is called for by one shall be as binding as if called for by all. 3. That payments are to be made to the Contractor in accordance with the subject to the provisions embodied in the documents made a part of this Contract. 4. That this Contract is executed in three (3) copies, 5. That the Contractor shall substantiallY comolete work as follows: Staaes lA and lB by Auaust 19, 2005: Staae 2 bv November 18. 2005: Staoe 3 bY Julv 28.2006 and comolete final restoration bv Seotember 15. 2006. CF-l 6. Upon com pletion of the contract and prior to the acceptance by the City of Coralville there shall be a Maintenance Bond(s) to guarantee the maintenance in good repair of all work and materials after the completion and acceptance of the work by resolution of the Owner. 7, The Maintenance Bond(s) shall be for the following work and time period: Paving (Coralville) .........................................5 years Paving (Iowa City).......................................... 5 years Storm Sewer (Coralville)................................ 5 years Storm Sewer (Iowa City)................................ 5 years Water Main (Iowa City).................................. 5 years Retention Pond (Southgate Development).... 2 years IN WITNESS WHEREOF, the parties have hereunto set the hands and seals the date first written above. CITY OF CORALVILLE: CONTRACTOR: Mayor BY: Title ATTEST: ATTEST: City Clerk Title - ..~- ~ e'. .. ...~ , .-.- '. N N L.". -.." ::;-:... ,~, ~~::'. CF-2 PERFORMANCE AND PAYMENT BOND CAMP CARDINAL ROAD r',\ EXTENSION PROJECT 2005 ,- .-:-;~ r-., -.,' ~". --" ' r._ -n KNOW ALL MEN BY THESE PRESENTS THAT: Cv -' -- ,- 1"0 -'t' ',--T-1 . (Here insert the name and address or legal title of the Contractor) - < l'V as Principal, hereinafter called the Contractor, :.::.- )> 0 c- and , (Here insert the legal tltle of Surety) as Surety, hereinafter called the Surety, are held and firmly bound onto the City of Coralville, Iowa, as obligee, hereinafter called the Owner, in the amount of; Dollars $ ( ) for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Contractor has by written agreement dated , 2005, entered into a Contract with Owner for Camo Cardinal Road Extension Proiect 2005. In accordance with plans and specifications prepared by the City of Coralville, which Contractor shall promptly and faithfully perform said Contract, then the obligation of this bond shall be null and void; otherwise it shall remain in full force and effect. A. The Surety hereby waives notice of any alteration or extension of time made by the Owner. B, Whenever Contractor shall be, and is declared by Owner to be, in default under the Contract, the Owner having performed Owner's obligations thereunder, the Surety may promptly remedy the default, or shall promptly: 1. Complete the Contract in accordance with its terms and conditions, or 2. Obtain a bid or bids for submission to Owner for completing the Contract in accordance with its terms and conditions, and upon determination by Owner and Surety of the lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available as work progresses (even though there should be a default or a succession of defaults under the Contract or contracts of completion arranged under this paragraph) sufficient funds to pay the cost of completion less the balance of the Contract Price; but not exceeding, including other costs and damages for which the Surety may be liable hereunder, the amount set forth in the first paragraph hereof, The term "balance of the Contract Price", as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Contract and any amendments thereto, less the amount properly paid by Owner to Contractor. PB-l C. The Contractor and his Surety shall, in accordance with the provisions of Section 384 of the Code of Iowa be obligated to keep the improvements covered by this bond in good repair for a period of five (5) years from the date of acceptance of the improvements by the Owner. D. No right of action shall accrue to or for the use of any person or corporation other than the Owner named herein or the heirs, executors, administrators or successors of the Owner. IT IS A FURTHER CONDITION OF THIS OBLIGATION that the Principal and Surety shall, in accordance with provisions of Charter 573 of the Code of Iowa, pay to all persons, firms or corporations having contracts directly with the Principal or with Subcontractors all just claims due them for labor performed or materials fumished in the performance of the contract on account of which this bond is given. The provisions of Charter 573, Code of Iowa, are a part of this bond to the same extent as if they were expressly set out herein, SIGNED AND SEALED THIS DAY OF ,2005. IN THE PRESENCE OF: PRINCIPAL WITNESS TITLE SURETY WITNESS TITLE - - (" .- U. ,-.- c-,J --~. , c.~ _.-- LI. -.-.":.!,. -):;: 0 PB-2 GENERAL CONDITIONS CAMP CARDINAL ROAD (~? --- EXTENSION PROJECT 2005 _<:1:-::-_: -il - ,,-., r<~ .-- i--V -~.'l DEFINITIONS ,- - 1 i 1. -::J _._ __,c,. .'--",-<-', - "Owner" and "City" shall mean the City of Coralville, Iowa, acting through its City~i1cil r::> and their duly authorized agents. j> :i?- "Engineer" shall mean the City Engineer for the City of Coralville, Iowa, or hislher authorized representative. "Contractor" shall mean the Contractor under Contract with the City to perform the work, or his/her authorized representative. "Work" and "Project" shall mean work to be done and equipment, supplies and materials to be fumished under the contract unless some other meaning is indicated by context. 2. FORM OF TECHNICAL SPECIFICATIONS Omissions of words or phrases such as "the Contractor shall", " in conformance with", "shall be", "as noted on the plans", "according to the plans", "a", "an", "the" and "all" are intentional, and the Contractor must supply omitted words or phrases by inference. 3. COPIES OF PLANS AND SPECIFICATIONS After award of the Contract, the Engineer will furnish the Contractor with three (3) sets of plans and specifications, Additional copies can be obtained by contacting the Engineering Department. 4. CODES AND STANDARDS The Standard Specifications for Highway and Bridge Construction, Series of 2001 of the Iowa Department of Transportation, as modified shall apply to this work insofar as applicable and except as modified herein; said specifications shall hereinafter be referred to as the "Standard Specifications". Where references are made to "Contracting Authority" or "County" in the Standard Specifications, it shall mean the City of Coralville. The following regulations or the latest revisions thereof are adopted by reference and the Contractor shall be responsible for conformance to the same. 1. The Federal Occupational Safety and Health Act of 1970. 2, "Coralville Building Code". The Contractor shall comply with all applicable laws of the City of Coralville and shall be responsible for payment of fees for any permits and licenses required. In the event of a conflict between various codes and manuals the more stringent requirements shall be followed. 3. "Coralville Design Standards", The Contractor shall comply with the Coralville Municipal Design Standards 1999 Revision as they are written and when they differ from the Iowa Department of Transportation Standard Specifications. GC-l - -< - - \;'~.i ~,,< ~~,:. 5. ~ID FORMS "._~- , A. ,. The following forms: Form of Proposal, References and Bid Bond are bound in the .---" ';:::J SPecification Book and additional loose copies are provided for the Bidder's L)e". ' _~venience. _,..)-s: . B. T~a Form of Proposal submitted by the Bidder shall have a typewritten or handwritten in ink, a bid for each bid item and all alternate bid items shown. C. If any item in the document's included in "A" above is left blank, it will be considered a major irregularity by the City of Coralville and shall be just cause for the entire bid not to be accepted. D. City of Coralville requires a list of Subcontractors with Form of Proposal at the time of the bid opening, The City of Coralville reserves the right to review and approve any and all Subcontractors. 6. ORDER OF CONSTRUCTION Traffic shall be maintained at all times during construction of this project. 7. EMPLOYMENT PRACTICES Neither the Contractor nor hislher subcontractors shall empioy any person whose physical or mental condition is such that hislher employment will endanger the health and safety of himlherself or others empioyed on the project or the general public. The Contractor shall not commit any of the following employment practices and agrees to include the following clauses within any subcontracts: A. To discharge from employment or refuse to hire any individual because of sex, race, color, religion, national origin, sexual orientation, marital status, age or disability unless such disability is related to job performance of such person or employee. B, To discriminate against any individual in terms, conditions, or privileges of employment because of sex, race, color, religion, national origin, sexual orientation, marital status, age or disability is related to job performance of such person or employee. 8. INSURANCE The Contractor shall provide and maintain insurance throughout the construction period in the following minimum amounts: A. Workman's compensation and occupational disease insurance in accordance with laws of the State of Iowa covering all employees who perform any obligations assumed under the contract. B, Public liability and property damage liability insurance covering all operations under the contract; limits for bodily injury or death not less than $1,000,000 for one person and $2,000,000 for each accident; for property damage not less than $1,000,000 for each accident and $2,000,000 aggregate for accidents during policy period. Such insurance shall name the owner as "Additional Insured" under the policy as well as the contractor. (See Exhibit "A" below for the language). C, Automobile liability insurance on all self-propelled vehicles used in connection with the contract, whether their own, non-owned or hired; public liability limits of not less than $500,000 for one person and $1,000,000 for each accident; property damage limit of $250.000 for each accident or a combined single limit of $1,000,000, GC-2 Owners shall have the right at any time to require public liability insurance andlor property damage liability insurance greater than that specified in the above paragraphs. If required, the additional premium or premiums payable shall be added to the bid price. The Contractor shall furnish Certificates of Insurance to the Engineer made in favor of the Owner showing compliance with the foregoing requirements. EXHIBIT "A" "The Companies affording coverage and the Additional Insured, City of Coralville, Johnson County, Iowa, expressly agree and state that the purchase of this policy of insurance by the Insured and the listing of the City of Coralville as an Additional Insured hereunder do not waive any of the defenses of government immunity available to the Additional Insured under Iowa Code Section 670.4 as it now exists and as it may be amended from time to time, The Companies and the Additional Insured further agree that this policy of insurance shall cover only those claims not subject to the defense of govemment immunity under Iowa Code Section 670.4 as it now exists and as it may be amended from time to time. , The Additional Insured shall be responsible for asserting any defense of government immunity, and may do so at any time and shall do so upon the timely written request of the Companies. The Companies shall not deny coverage under this policy and the Companies shall not deny any of the rights and benefits accruing to the Insured or the Additional Insured under this policy for reasons of government immunity unless and until a court of competent jurisdiction has ruled in favor of the defense(s) of government immunity asserted by the Additional Insured. " 9. WORK DURING AN EMERGENCY The Contractor shall perform any work and shall furnish and install any materials and equipment necessary during an emergency endangering life or property. In all cases, the Contractor shall notify the Engineer of the emergency as soon as practicable, but the Contractor shall not wait for instructions before proceeding to properly protect both life and property. The Contractor shall make available to the Owner a list of supervisors and key personnel who would be responsible on any given emergency and be on call for any given 24 hour period. The person on call shall be able to respond as soon as possible, 10. EXPOSING UTILITIES The Contractor shall expose all utilities at the request of the Engineer for purposes of investigation. This work shall be considered incidental to the contract .<,!nd no additional compensation shall be granted. r:J <::..'.-i -- --il ."' N N -- 1"'0 --, \ \ ',0 . -, , -..... .~j '--;;:'./.... N "'::-. <:::: 0 ):> <J1 GC-3 11. LOCATION OF UTILITIES The Contractor shall be responsible for contacting all utilities public or private. The Contractor is responsible to ascertain whether any additional facilities other than those shown on the plans may be present. It shall be the Contractors responsibility to keep the utilities informed as they proceed on the project, weekly if not daily. Any cost or charges for damages to any utility shall be the Contractor's responsibility. The Contractor is advised to use the "ONE-CALL" system in order to minimize damage to buried lines and to follow the guidelines for uniform temporary marking of underground facilities according to ULCC Uniform Color Code utilizing ANSI Standard Z53.1 Safety Colors, This shall be considered incidental to the contract and no additional compensation shall be granted, 12. WASTE SITES All waste material shall be hauled to site approved by the City Engineer or to the Iowa City Landfill. Hauling and disposal costs shall be included in the contract cost and not paid by the City as a separate item. 13. RELEASE OF CLAIMS The Contractor shall deliver ~o the Owner a complete release of all claims arising out of this contract before the retained percentage or the final estimate is paid. If any ciaim remains unsatisfied after all payments are made, the Contractor shall refund to the Owner such amounts as the Owner may have been compelled to pay in discharging such claims including all costs and a reasonable attorney's fee. 14. MINOR WORK Any minor work not specifically mentioned in the Specifications or shown on the plans, but obviously necessary for the proper completion of the work shall be considered as being a part of and included in the contract and shall be executed in the proper manner and the Contractor shall not be entitled to extra or additional compensation for the same. 15. SUBSTANTIAL COMPLETION DATE Except for such work as may be required to properly maintain lights and barricades, no work shall be permitted on Sundays or legal holidays without specific permission of the Engineer. The Substantial Completion Dates for this project are as follows: - - <( Stages lA and 1 B .............................................. August 19, 2005 ~~-'" c...j './ ;.:.?: Stage 2 ..........................................................November 18, 2005 -.= ',~_., " ~' Stage 3..........,..,......................................................July 28,2006 I, I" ,_c- Final Restoration ..........................................September 15, 2006 0-.1 >--.,- -~ I 1.1. c ~ Work shall be performed between 7:00 AM and 9:00 PM. The City of Coralville is requir1ng that the Contractor shall notify the residents in the general area, in writing, that .',." this.~.k will be performed late at night or during the early morning hours, and that a copy of thisnotice is on file at the Engineering Department at each occurrence. 16. TREE AND SHRUB PROTECTION Trees andlor shrubs not marked for removal on the plans shall be protected from injury through change of ground level or damage by equipment or heavy machinery. Following construction, unless the plans show otherwise, the original ground level shall be restored. Trees within the construction limits shall be protected by an armor of four (4) foot high 2 x 4's wired around the trunk. Where it becomes necessary to remove trees and shrubs not marked for removal on the plans, consultation with the Engineer is required prior to GC-4 continuing work, to determine method of removal. Contractor shall not park vehicles or store equipment and materials on bare ground under the drip line of trees to avoid damage to root systems. Construction fence to protect shrubs and trees on the project site shall be considered incidental work. 17. MAINTENANCE AND CONTROL OF TRAFFIC All signs and barricades within and beyond the project area deemed appropriate by the Engineer will be the responsibility of the Contractor. The signs and barricades shall meet the requirements of Article 1107,09 of the "Standard Specifications" except as herein modified. 18. TERMINATION A. Termination of Convenience The City may terminate this contract, in whole or in part, at any time by written notice to the Contractor. The Contractor shall be paid its costs, including contract closeout costs and profit on work performed up to the time of termination. The Contractor shall promptly submit its termination claim to the City to be paid the Contractor. If the Contractor has any property in its possession belonging to the City, the Contractor will account for the same and dispose of it in the manner the City directs. B. Termination for Default Termination for default shall be as provide for in Sections 1108.09, 1108.10 and 1108,11 of the "Standard Specifications". If it is later determined by the City that the Contractor had an excusable reason for not performing, such as a strike, fire, flood or events which are not the fault of or are beyond the control of the Contractor, the City, after setting up a new delivery of performance schedule, may allow the Contractor to continue work, or treat the termination as a termination for convenience. 19, APPROVED EQUALS The City reserves the right to postpone bid opening for its own convenience and to reject any or all bids. Changes to the specifications will be made by addendum. Contractors and subcontractors may make appointments to discuss these specifications. This, however, does not relieve them from the written, documented requests required by paragraph 4 below. Requests for approved equals, clarification of specifications, and protest of specifications must be received by the City, in writing, not less than five (5) full days before the date of scheduled bid opening. Any request for an approved equal or protest of the specifications must be fully supported with technical data, test results, or other pertinent information as evidence that the substitute offered is equal to or better than the spec!fj~tion requirement. The City's decision relating to requests under paragraph 4 above rlJ.Qst be postmarked at least 2 full days before the date schedule for bid opening. :c':C [> -'.' -rl N .- 20, PROJECT PAYMENT '" '. ,----, ---cJ '!'] Payment to the Contractor will be made as specified in the "Standard SpecifiqatjGris" - N .' Section 1109 except as amended herein. One Pay Estimate per month. i~ /. J> C) (.n GC-5 21. FINAL ACCEPTANCE AND PAYMENT Final Acceptance and payment for the project will be as specified in "Standard Specifications" Section 1109 with the following exception: The Contractor shall submit signed Lien Waivers (in triplicate) from hislher major suppliers and all subcontractors to the City before the final pay estimate and recommendation of acceptance of the project will be made to the City Council. 22. EXISTING STREET SIGNS The Contractor shall use extreme care around all existing signs that are in the parking area. If any of these signs are in the way, the City of Coralville Street Department will remove the signs and reinstall as soon as the work is completed. Stop signs shall remain in place unless they interfere with construction. If Stop signs need to be removed, a portable sign will be placed by the Street Department. Notify the Engineering Department prior to removal of any stop signs, 23. MAILBOXES It shall Qe the responsibility of the City of Coralville Street Department to relocate any and all mailboxes within the project limits where the street will be totally removed and replaced. In all other areas, the Contractor shall use extreme care to protect any and all mailboxes. 24. CHANGES Engineer shall have the right to make changes in location and quantities of work as may be deemed advisable without notice to sureties on Contractor's bond. No change shall be made under this paragraph which will increase or decrease total contract amount more than twenty percent (20%) of original contract price and no changes shall be made in plan of improvement that would necessitate additional or different construction process and equipment. Amount due Contractor shall be adjusted for changes in the following matter: Where unit prices have been bid, these unit prices shall be used to compute adjustment in compensation. Where no such unit prices have been bid, Engineer and Contractor - shall.,qegotiate a reasonable adjustment in Contractor's compensation, Limitations on -:: com~sation in "25. EXTRA WORK" shall apply to changes: (....j ",,/ ~:::"'" c -,:=( .: .-..- ,- Where compensation is negotiated. C',! No changes shall be authorized unless they are shown on revised plans or in -...- C'..J --- written instruction of the Engineer. ;2~uthorized changes in which require additional time to complete shall entitle O,~-contractor to proportionate extension of time to completion which shall be determined by the Engineer, 25. EXTRA WORK Required extra work not specified under this contract shall be done at an agreed price satisfactory to Contractor and Owner, or on basis of actual cost of work plus not more than fifteen percent (15%) for Contractor's overhead and profit. Actual cost shall include expenses for equipment, materials, and labor and shall include no overhead items or profit. Where extra work is performed by a subcontractor, with approval of the Owner, there may be included the Contractor's actual cost plus ten percent (10%) for su bcontractor' s profit. GC-6 The term "extra work" as used herein shall not be construed to apply to changes described in "24. CHANGES". No compensation shall be allowed Contractor for extra work unless such work has been authorized in writing and approved by the Engineer. Contractor shall submit a statement of costs to the Engineer for approval when extra work is performed on an actual cost plus basis. After such statement is approved, the Engineer shall certify its correctness. 26. MATERIAL TESTING The City of Coralville's Testing Consultant will perform material testing services. The City will schedule and pay for the testing services. ('""J ~- :2:(-) -.," - .-- \ \ N 1""'0 .......---1 .-"-'; 1\1 .....,;~'1 --, -"'- ". -~' , ""1 :: r:-? :~~/ ' p- c::' ,.n GC-7 -~----- CITY OF IOWA CITY TRAFFIC SIGNALIZATION PART 1 GENERAL r'i :s 1.01 - Section Includes -- -n .' ..- A. Electrical N ",--- r..,) n B. Conduit -:J C. Concrete Bases and Handholes ,r'...., r:,? '-.' D. Poles :Y- c E. Signals (,)"'1 F. Mast Arms G. Controller H. Fiber Optic Cable I. Video Traffic Detection System 1.02 - Description of Work A. Electrical This item includes furnishing and installing all electrical components in accordance with the Contract Documents. B. Conduit This item includes furnishing and installing conduit fittings associated with traffic signals in accordance with the Contract Documents. C. Concrete Bases and Handholes This item includes fumishing and installing bases and handholes associated with traffic signals in accordance with the Contract Documents. D. Poles This item includes furnishing and installing the poles associated with traffic signals in accordance with the Contract Documents. E. Signals This item includes furnishing and installing the signals in accordance with the Contract Documents. F. Mast Arms This item includes furnishing and installing the Mast Arms in accordance with the Contract Documents. G. Controller This item includes furnishing and installing controllers in accordance with the Contract Documents, I. Fiber Optic Cable This item includes installation, termination, and testing fibers. H. Video Traffic Detection System This work shall consist of fumishing and installing a system that detects vehicles on a roadway using only video images of vehicle traffic and includes all hardware, software, equipment, labor, and materials necessary to complete the fully functioning system in place. 1.03 - Submittals A. Submit test results as set forth in the Contract Documents. TS-l March 15, 2004 B. Submit certificate of compliance indicating the materials incorporated into the Work comply with the Contract Documents. C. The substitution of materials is allowed as set forth in General Conditions. D. Supplier shall submit five (5) copies of Shop Drawings of Signal Poles and Mast Arms to the ENGINEER for review prior to manufacture of the mast arm assemblies. Manufacture shall not begin until the Shop Drawings have been approved by the ENGINEER. The intent of the ENGINEER's review and approval is to assist the supplier in interpreting the Specifications, Shop Drawing approval shall not relieve the supplier of the responsibility for errors in the Shop Drawing or the requirements of the Specifications. E. Submit catalog cuts of each component incorporated into the project, showing the selected equipment meets the specifications. 1.04 . Delivery, Storage and Handling A. Deliver only materials that fully conform to these Specifications, or for which substitution has been approved as set forth in General Conditions. 1. The Bidder awarded the Contract shall complete the equipment list by writing in the name of the equipment manufacturer and catalog number of each item listed which he proposes to install. Before beginning Work on the Project, the CONTRACTOR shall submit three copies of the equipment list, and three copies of catalog cuts for all materials supplied by the CONTRACTOR. 2. Prior to ordering any materials the CONTRACTOR shall provide certification from the manufacturers of all. electrical equipment, conduit, and cable stating said material complies with the Specifications. B. Store material in accordance with the manufacturers' recommendations and in locations which will minimize the interference with operations, minimize environmental damage, and protect adjacent areas, C. Remove and dispose of unacceptable materials from the site in accordance with the Contract Documents. 1.05 - Scheduling and Conflicts A. Schedule Work to minimize disruption of public streets and facilities. B, Discontinue Work which will be affected by any conflicts discovered or any changes needed to accommodate unknown or changed conditions and notify the ENGINEER. 1.06 - Special Requirements A. The use of explosives is not permitted unless provided for in the special provisions of the Contract Documents, B. All work and materials incorporated into this Project shall conform to all applicable local, state, and Federal requirements. C. The CONTRACTOR shall be prepared to furnish, upon request from the ENGINEER, a sample for evaluation, of any item or material which he proposes to fumish for this Project. D, Any modifications of the installation are subject to the approval of the ENGINEER. E. Unless otherwise specified in the Contract Documents, the installation of all signal equipment shall be in accordance with the Traffic Signal Manual of the International Municipal Signal Association (IMSA). F. The painted surface of any equipment damaged in shipping or installation shall be retouched - or repainted in a manner satisfactory to the ENGINEER. - ~.,.. ..:;.> ~ ::--=: ~- (~~ -- ,"". ~- ('... ~ ..'- C..J .._,~ . Ii ..,.,~ 1..<' TS-2 March 15, 2004 PART 2 PRODUCTS 2.01 . Electrical A. Service Conductor (Power Cable) shall be 600 volt, single conductor cable shall comply with 4185,12 of the Standard Specifications and shall be U,L. listed for type "USE: The sheath shall be black for the positive cable and white for the negative cables. B. Signal cable shall be solid and conform to the requirements of IMSA 19-1 or 20-1, or latest revision thereof, The number and size of conductors shall be as specified on the plans. C. Loop detector lead-in cable shall conform to the requirements of IMSA 50-2, latest revision thereof. D. Detector loop wire shall conform to the requirements of IMSA 51-5, latest revision thereof. The encasing tube shall be polyvinyl chloride. Detector loop sealant in pavement saw cuts and holes shall be a flexible embedding sealer, E. Connectors shall be either insulated spring steel connectors or insulated set screw connectors. The spring shall have sharp edges, round edges will not be approved. The set screw connectors shall be Iseal, Series 39 299; Helblb, Cataleij ~Je, 19397, Mesel SS 2 er approved equal. Connectors shall be approved by the ENGINEER prior to incorporation in the Work. F. Communication and Interc~nnect Cable (For Underground Installation) 1. Fiber Optic Cable 6 strands of Multi-model 6 strands of single-mode 2. Pairs. There shall be six pairs of conductor. 3. Conductors. The conductors shall be of No. 22AWG solid annealed copper, 4. Insulation. The insulation shall be high-density polyethylene or polypropylene. 5. Color Code. The color code used to identify the individual conductors and pairs shall be the Standard Telephone Paired Color Code. 6. Twining. Individual conductors shall be twisted into pairs with varying lays to minimize crosstalk and with specified color combinations to provide pair identification. All pairs shall meet electrical requirements, 7. Cable Assembly. All pairs shall be assembled in a single group, and packed with a petroleum jelly like compound, 8. Core Covering. The core shall be covered with a nonhydroscopic dielectric tape. 9. Shield. The core and core covering shall be completely surrounded by an electrically continuous, corrugated, .008 inch thick, polyolefin coated, aluminum tape, applied longitudinally with overlapped edges. 10. Jacket. The overall jacket shall be made of virgin, black, low density, high molecular weight polyethylene, 11. Electrical Characteristics a. Capacitance Unbalance i. Pair to Pair 100pFlkft ii. Pair to Ground 800pF/kft 0 / b. High Voltage Test. doc Voltage for 3 seconds. ",--~,~., :1": i. Conductor-to-conductor 3600V .--' --, -" -;'1 N ._- ii. Conductor-to-shield 10,000V ,'-' doc Conductor Resistance @ 20 deg. C 17.4 Ohmslkft Maximum -"i c, '. --',- d. Resistance Unbalance ~ J ::-,-'- rv .~;:/" i. Maximum Average 1,5% j; 0 ii. Maximum Individual 4.0% 01 e. Mutual Capacitance Deviation TS-3 March 15, 2004 . i. Maximum rms 3.0% f. Average Mutual Capacitance 83_+7 nFlmile g. Far End Crosstalk loss 150kHZ @ 20 deg.C. h. rms Minimum 73 dBlkft i. Minimum Individual 63 dBlkft 1. Minimurn Insulation Resistance @ 20 deg,C, J. 10,000 Megohm-Mile G. Self-Supporting (Figure 8) Communication Cable 1. Self-Supporting (Figure 8) communication cable shall meet all requirements of Paragraph 2.01 F for communication and interconnect cable except that the cable assembly is not required to be packed with petroleum jelly. 2. Self-Supporting (Figure 8) communication cable shall contain a messenger cable made of extra high strength, Y. inch, 7 strand, Class A galvanized, steel of 6600 pound breaking strength. H. Tracer wire shall be a #10 AWG wire single conductor, stranded copper, Type THHN, with UL approval and orange jacket. L Ground rods shall be high strength steel rods with chemically bonded copper coverings to provide high conductivity and to prevent electrolytic action. Rods shall be full length as shown on the plans and shall have a nominal diameter of five-eighths inch unless otherwise specified. Ground rods shpll conform to the requirements of IMSA specification No. 62-1956. J. All ground wires shall be #6 AWG, bare, solid annealed copper wire unless otherwise specified on the plans. K. All electrical equipment shall conform to the standards of the National Electrical Manufacturers Association (NEMA). All Work shall conform with the requirements of the National Electrical Code, All miscellaneous electrical equipment shall be approved. L. Circuit breakers shall conform to manufacturer's requirements. M. Video Traffic Detection System: 1. Cameras shall have color video. 2. As an option, programming the system shall be available with the computer. Using a - RS-232 communication link, the following capabilities shall be available as a minimum: - <::( :'-:':a, Continuous or single video snapshots. The user shall be able to select both the ~ 'C: (". resolution and quality of the image, l_.._. ~ b. Remote detection zone setup. (',,,, . 'c. Detector File uploadldownload -. (-...J L\ d. Ability to store the snapshot image. ."-' "-):e. Security Protection to Prevent Unauthorized Remote Access. 3, ':'the ACU shall detect vehicles in real time as they travel across each detector zone. 4. The ACU shall have an RS-232 port for communications with an external computer. 5, The ACU shall accept new detector patterns from an external computer through the RS-232 port when that computer uses the correct communications protocol for downloading detector patterns, 6, The ACU shall send its detector patterns to an external computer through the RS-232 port when requested when that computer uses the correct communications protocol for uploading detector patterns. 7. Up to 144 detection zones shall be supported and each detection zone can be sized to suit the site and the desired vehicle detection region, 8. Detection zones may be ANDed or ORed together to indicate vehicle presence on a single detector output channel. 9. When a vehicle is detected crossing a detection zone, the detection zone will ftash a symbol on the video overlay display to confirm the detection of the vehicle. TS-4 March 15, 2004 10. Detection shall be at least 99% accurate in good weather conditions, with slight degradation possible under adverse weather conditions (eg. rain, snow, or fog) which reduce visibility. Detection accuracy is dependent upon camera placement, camera quality and detection zone location, and these accuracy levels do not include allowances for occlusion or poor video due to camera location or quality. 11. The ACU shall provide 32 channels of detection through either a NEMA TSl port or a NEMA TS2 port. 12. The ACU shall provide dynamic zone reconfiguration (DZR) to enable normal director operation of existing zones except the one being added or modified during the setup process. The ACU shall output a constant call on any detection channel corresponding to a zone being modified. 13. Detection zones shall be directional to reduce false detections from objects traveling in directions other than the desired direction of travel in the detection area. 14. The ACU shall process the video input from each camera at 30 frames per second, 15. The ACU shall output a constant call for each enabled detector output channel if a loss of video signal occurs. The ACU shall output a constant call during the background learning period. 16, The ACU shall operate satisfactorily in a temperate range from -34 C to +74 C and a humidity range from O%RH to 95%RH, non-condensing as set forth in NEMA specifications, 17, The ACU shall include an RS-232 port or serial communications with a remote computer. This port shall be a 9 .pin female "D" subminiature connector on the front of the ACU. 18. The ACU shall include a ports for transmitting TSl and TS2 detections to a traffic controller. The TSl port shall be a 37 pin female "D" connector on the front of the ACU. The TS2 port shan be a 15 pin female "D" connector on the front of the ACU. 19. The video inputs to the ACU shall include transient voltage suppression and isolation, Amplification that shan assure the 1 volt peak to peak video signal integrity is maintained despite vide cabling losses and externally induced transients, The amplifier shall have a minimum common mode rejection at 60 Hz of 90 dB. 20. The ACU enclosure shall be bonded to a good earth ground. 21. The front face of the ACU shall contain indications to enable the user to view real time detections for up to 8 detector output channels at a time. 22. The video cameras used for traffic detection shall be furnished by the ACU supplier and shall be qualified by the supplier to ensure proper video detection system operation, 23. The camera shall produce a useable video image of the bodies of vehicles under all roadway lighting conditions, regardless of time of day, The minimum range of scene luminance over which the camera shall produce a useable video image shall be the minimum range from night time to day time, but not less than the range 0.1 lux to 10,000 lux. 24. The camera shall include auto-iris control based upon average scene luminance and shall be equipped with an auto-iris lens. 25. The camera shall include a variable focal length lens with variable focus that can be adjusted, without opening up the camera housing, to suit the site geometry, 26. The camera electronics shall include AGC to produce a satisfactory image at night. 27. The camera shall be housed in an environmentally sealed enclosure pressurized with dry gas to minimize the formation of condensate and extend the life of the camera and I.f:lns. The housing shall be field rotatable to allow proper alignment between tqe camet\ac',and the traveled road surface. 9 . '::..~ '"-~(' ". 28. The camera enclosure shall be equipped with a sun shield. The sunshield.sl1atf incl~ a -n provision for water diversion to prevent water from flowing in the camera,s ~eld of ;View. '::::: The camera enclosure with sun shield shan be less than 6" diameter, less than .26" IIbhg, and shall weigh less than 12 pounds when the camera and lens are mounted i~side~e ,-', enclosure. " .' -. .: :~~; ~. ", 0 ):.::- C~) TS-5 Ul March 15, 2004 29. The camera enclosure shall include a thermostatically controlled heater to assure proper operation of the lens iris at low temperatures and prevent moisture condensation on the optical faceplate of the enclosure. 30. When mounted outdoors in the enclosure, the camera shall operate satisfactorily in a temperate range from -34/C to +55/C and a humidity range from 0% RH to 100% RH. 2.02 - Conduit A. Galvanized rigid steel conduit (R.S.) shall meet the requirements of ANSI Standard Specification C 80.1, latest revision. The number and size of conduits shall be as called for on the plans. Conduit shall be of standard length with each length bearing the UL approved label. B. Polyvinyl Chloride (PVC) conduit shall be Schedule 80, Conduit shall be of standard length with each length bearing the UL approved label. C. Conduit fittings shall conform to the requirements of ANSI Standard Specification C 80.4, latest revision. All fittings used with rigid steel conduit shall be galvanized steel. Fittings of aluminum or zinc alloys are not acceptable. D. Unless otherwise specified, all conduit used for the electrical system shall be galvanized rigid steel having the Underwriters Laboratories approval. E. Conduit couplers shall be threaded-type, 2.03 . Concrete Bases and Handholes A. Concrete for bases shall be Class "C" structural concrete, C-4 mix. B. Reinforcement for bases shall meet the requirements of Section 2404 of the IDOT Standard Specifications for Highway and Bridge Construction, Current Series. C. Plastic loop handholes shall be Pencell PE-lO, FiberProTek FC1800, Strongwell(Quazite) PTIL T, or an approved equal. D. Precast concrete hand holes shall be placed on course aggregate base, Iowa DOT Specification 4109, Gradation NO.5. E. Lid for precast concrete handhole shall be cast-iron. Cover shall be Type 'C' (checkered top), with minimum weight 165 pounds. Manufacturer's name and "TRAFFIC SIGNALS" lettering shall be cast on top of the cover F. Precast concrete pipe used in constructing handhole shall be Type 2000-D. G, Handhole cable hooks shall be galvanized according to ASTM A 153. 2.04 - Pole and Mast Arm Assembly A. General 1. The mast arms, support poles, and luminaire arms shall be continuous tapered, round or octagon steel poles of the anchor base type, The poles and mast arms shall be a minimum of 7 gauge fabricated from one length of steel sheet with one continuous arc - welded vertical seam, unless otherwise approved by the ENGINEER. The poles and -- :"Cmast arms shall be fabricated from corrosion resistant steel meeting requirements of G.1 ;;::ASTM A595, Grade C, and A606, Type 4 sheets (with minimum chemical requirements ,.-.n ,jof A588, Grade D), and the base and flange plates shall be fabricated from A588 .. ,-, ~ structural steel. After manufacture, poles and mast arms shall have a minimum yield , , , strength of 48,000 p.s.i. The base plate shall be attached to the lower end of the shaft by (",] -"..-".. N a continuous arc weld on both the inside and outside of the shaft. --' - :'jt may be permissible to fabricate poles and mast arms by welding two sections together. ..'.-- ;::-rhe method used for connecting the sections shall result in a smooth joint and shall be "factory welded as follows: a. All longitudinal butt welds, except within one foot of a transverse butt-welded joint, shall have a minimum 60 percent penetration for plates 3/8 inch and less in thickness, and a minimum of 80 percent penetration for plates over 3/8 inch thickness. b. All longitudinal butt welds on poles and arms within one foot of a transverse butt- welded joint shall have 100 percent penetration. TS-6 March 15, 2004 c. All transverse butt welds for connecting sections shall have 100 percent penetration achieved by back-up ring or bar. d. All transverse butt welds and all specified 100-percent-penetration longitudinal butt welds on poles and mast arms shall be examined 100 percent by ultrasonic inspection according to the requirements of AWS Dl-l.80. Welding, fabrication, and inspection shall conform to the Iowa Department of Transportation Supplemental Specification for Structural Steel, a separate Specification, Personnel performing nondestructive testing shall be qualified in accordance with the American Society for Nondestructive Testing Recommended Practice No. SNT-TC-1A and applicable Supplements B (Magnetic Paricle) and C (Ultrasonic). Evidence shall be presented for approval of the ENGINEER, concerning their qualifications. A report shall be required showing that welds have been inspected and either found satisfactory or found unsatisfactory but repaired and reinspected and found satisfactory. The cost of all nondestructive testing shall be paid by the supplier and will be considered incidental. 2. Pole manufacturers shall certify that only certified welding operators in accordance with Iowa Department of Transportation Supplemental Specification for Structural Steel were used. The welding con sum abies used shall be in accordance with the approved list furnished by the Iowa Department of Transportation. B. Mast Arms 1. The mast arms shall be designed in accordance with the AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaries and Traffic Signals and designed to support traffic signals andlor signs as shown on the attached tabulation. They shall be certified by the Fabricator that the mast arms are capable of withstanding winds up to 100 miles per hour without failure, The length of the mast arms shall be as specified on the Schedule of Prices. 2. When loaded with the signals and signs the mast arms shall have a slight rise. Unloaded the maximum angle between the mast arm and horizontal shall be 4 degrees, unless approved by the ENGINEER. C. Poles 1. The pole shall be designed to support the mast arm so when it is equipped with the traffic signals andlor signs it will provide a minimum of 15.0 feet and a maximum of 19,0 feet clearance from the street surface to the bottom of the signal heads or signs. 2. The pole shall be equipped with two reinforced hand holes with covers (4"x6-1/2" minimum). One handhole shall be located 18 inches above the base and 180 degrees with respect to the mast arm, The second handhole shall be located directly opposite the traffic signal mast arm. Securing the cover to the pole shall be done with the use of simple tools. 3. A lug shall be provided in the pole base near the handhole to permit connection of a #6 AWG grounding wire. D. Signal Pole and Mast Arm Loading 1. Traffic signal poles and mast arms shall be fabricated according to the standard Specifications assuming the following signal head and signing loads: a. Maximum Loading for Arms 36 to 47 Feet Long 5-section head on end, 24"x30" sign centered 2 ft. inboard, 3-section head 12 ft. inboard, 3-section head 24 ft, inboard, 18"x60" metro sign centered 28 ft. inboard, 2 3-section pole mounted heads, 2 2-section pole mounted pedestrian h~ads, luminaire, 6" backplates on all signal heads. (:,:2 E;: b. Maximum Loading for Arms greater than 47 Feet Long :,: C =" ~_ ~,/ --- :::.,-- 1 I 5-section head on end, 24"x30" sign centered 2 ft. inboard, 3-section l1ead ~3 ft. :.. '-: inboard, 24"x30" sign centered 14 ft. inboard, 3-section head 24 ft. inbO;jrd,3-seGIion__, head 36 ft. inboard, 18"x60" metro sign centered 28 ft. inboard, 23'~ction--tlPle' . mounted heads, 2 2-section pole mounted pedestrian heads, ,Iul'f\inaire;". 6" backplates on all signal heads. ~~ ;;., ':: ;v~ c-~ TS-7 01 March 15, 2004 , E. Pole and Mast Arm Mounted Signs 1. The CONTRACTOR shall furnish and install all mast arm mounted and pole mounted signs shown on the traffic signal plans. All signs shall conform to the Manual on Uniform Traffic Control Devices, Prior to fabricating the street name signs, the CONTRACTOR shall submit Shop Drawings to the ENGINEER for review, detailing the legend, sign dimensions, and sign colors, and materials, 2. Sign mounting may be either a manufactured mounting bracket from a vendor or support bracketry assembled by the CONTRACTOR. All steel support bracketry shall be galvanized and the banding shall be stainless steel. Either method shall hold the sign firmly in place in winds up to 100 mph. Sign mounting accessories shall be given one (1) coat of primer and two (2) coats of high-quality black enamel. 3. The above Work shall include furnishing and installing all necessary signs, mounting brackets, stainless steel banding, and miscellaneous hardware to complete the sign installation in place. 4. A J-hook wire support shall be provided 6" to 12" above and 90 degrees with respect to the opening for each mast arm and luminaire arm. The J-hook shall be a curved 3/8" diameter steel bar, F. Finish 1. Where called for on the plans, the poles and mast arms shall be weathering steel. 2. Where called for on the plans, the poles and mast arms shall be galvanized steel per the following: a. Surface Preparation Steel plates shall be blast cleaned as necessary to remove rolled-in mill scale, impurities, and non-metallic foreign materials. After assembly, all weld flux shall be removed, - The iron or steel shall be degreased by immersion in caustic solution, pickled by - 3 " immersion in sulfuric acid, and rinsed clean from any residual effects of the caustic (',,; , or acid solutions by immersion in a fresh water bath. '.-' .- Final preparation shall be done by immersion in a concentrated zinc ammonium ! I .- " chloride flux solution with an acidity maintained between 4.5-5.0 pH. The assembly C'-.J ,- C.....l shall then be air dried to remove any moisture remaining in the flux coat andlor trapped within the product. ..,'- -.:'l? Zinc Coating - l....' The assemblies shall be hot-dipped galvanized to the requirements of either ASTM A123 (fabricated products) or ASTM A153 (hardware items) by immersion in a molten bath of prime western grade zinc maintained between 810-850 degrees Fahrenheit. Maximum aluminum content of the path shall be controlled to 0.01% and Flux ash shall be skimmed from the bath surface prior to immersion and extraction of the assemblies to assure a debris free from coating, 3. Where called for on the plans, the poles and mast arms shail be powder coated over galvanized per the following: a. Surface Preparation Steel plates shall be blast cleaned as necessary to remove rolled-in mill scale, impurities, and non-metailic foreign materials. After assembly, all weld flux shall be removed. The iron or steel shall be degreased by immersion in caustic solution, pickled by immersion in sulfuric acid, and rinsed clean from any residual effects of the caustic or acid solutions by immersion in a fresh water bath. Final preparation shall be done by immersion in a concentrated zinc ammonium chloride flux solution with an acidity maintained between 4.5-5,0 pH, The assembly shall then be air dried to remove any moisture remaining in the flux coat andlor trapped within the product. b. Zinc Coating TS-8 March 15, 2004 The assemblies shall be hot-dipped galvanized to the requirements of either ASTM A123 (fabricated products) or ASTM A153 (hardware items) by immersion in a molten bath of prime western grade zinc maintained between 810-850 degrees Fahrenheit. Maximum aluminum content of the path shall be controlled to 0.01% and Flux ash shall be skimmed from the bath surface prior to immersion and extraction of the assemblies to assure a debris free coating. c. Top Coat All galvanized exterior surfaces visually exposed shall be coated with a Urethane or Triglycidyl Isocyanurate Poiyester Powder to minimum film thickness of 2.0 mils, The coating is to be electrostatically applied and cured in an oven by heating the steel substrate to between 350 and 400 degrees Fahrenheit. d. Color The finished color shall be a Green closely matching other poles in use in the City which are Valmont's Green pitts 74-gf75. e, Packaging All parts shall be packaged, wrapped, or cradled in a manner which will insure arrival at the destination without damage to the surface. G. Hardware 1. The mast arms and poles shall be equipped with all necessary hardware, shims and anchor bolts to provide for a complete installation without additional parts. 2. The anchor bolts shall meet the requirements of ASTM A36 or approved equal. 3. Bolts attaching the arms to the pole shall meet the requirements of ASTM A325 or approved equal. 4. The anchor bolts shall be hot dip galvanized for a minimum of 12 inches on the threaded end, The anchor bolts shall be threaded a minimum of 6 inches at one end and have a 4 inch long 90 degree bend at the other end. The Fabricator shall submit drawings for the anchor bolts and base plate design. All hardware shall be steel, hot dipped galvanized meeting the requirements of ASTM A 153, Class D, or shall have an electrodeposited coating of the same coating thickness, and so designed for this purpose. 5. Anchor bolt covers, pole top covers, and mast arm end covers shall be gray cast iron castings conforming to ASTM Designation: A48 Class 30, Items supplied with weathering steel poles shall be painted to match the weathering steel poles. Items supplied with powder coated galvanized poles shall be powder coated to match the poles, H. Luminaire Extension 1. All mast arm assemblies will require luminaire extensions as noted in the plans. The pole for the luminaire extension shall provide a continuous shaft as required for the mast arm. 2. The pole for the luminaire extension shall be vertical, unless approved by the ENGINEER. Luminaire arm shall be a single curved arm, unless otherwise noted on the plans. 3. The end of the luminaire arm shall provide a 30-ft. luminaire mounting height, unless otherwise noted on the plans. r', , . --r\ -- .--~ r0 e_.~- i.....) --rl - , , - , r:? '.. J ~ C) )> Ul TS-9 March 15, 2004 2.05 - Signals A, General 1. The signal heads shall be complete with all fittings and brackets for a complete installation, Each signal shall consist of a main body assembly, optical units, necessary screws, wing nuts, eyebolts, etc" and shall be delivered completely assembled. All hardware including hinge pins. wing nuts, eye bolts or latch bolts shall be made of a solid non-corrosive metallic material to prevent seizure or corrosion by the elements. Each signal shall be smooth both inside and outside and shall contain no sharp fins or projections of any kind. The doors and visors shall be flat black. All metal parts shall be painted with one coat of primer and two coats of a high grade Federal Black enamel. All parts of the vehicle signals shall be in compliance with the last ITE Report on Adjustable Face Vehicle Traffic Control Signal Heads. 2. The electrical and optical system of the signal head shall be designed to operate on 115 volt, single phase, 60 Hertz alternating current. 3. All exterior surfaces shall be black. 4. Main Body Assembly of the signal unit shall consist of one or more polycarbonate sections have integral cast serrations so when assembled with the proper brackets they may be adjusted in increments and locked securely to prevent moving. The sections shall be designed so that when assembled they interlock with one another. All joints between sections shall be waterproof. The sections shall be held firmly together by locknuts or other means approved by the ENGINEER. Any open end on an assembled signal face housing shall be plugged with an ornament cap and gasket. 5. Doors and Optical Units a. The doors shall be made of pOlycarbonate, Each door shall be of the hinged type and shall beheld closed by a wing nut or other approved means. The hinge pins shall be designed so that the doors may be easily removed and reinstalled without the use of special tools. Each door shall have a polycarbonate visor designed to shield each lens, The inside of each visor shall be flat black. b. The optical system shall be so designed as to prevent any objectionable reflection of sunrays even at times of the day when the sun may shine directly into the lens, When the door of the opticalunit is closed, all joints in the assembly between the interior and exterior of the reflector shall be closed against suitable gaskets in order - that the units may be dust tight. Between the door and the lens, there shall be a ~- <S' neoprene gasket securely fastened around the outer surface of the lens. Said <:: ~ ~ ~' gasket to be engaged by the rim of the reflector holder when the door is closed to :: (", "'..-- ,", .. render the union between the reflector holder and the door assembly dust tight. it c. The reflector shall be parabolic in design and made a specular Alzak aluminum. ('J .... C'...J d. The reflector holder shall be of non-ferrous or rust proofed metal and designed to .._- separately support the reflector and socket in proper relation to the lens, The , ..~ reflector holder shall be hinged to the left-hand side of the signal body when viewed from the front. On the right-hand side, the refiector holder shall be held in place by a spring catch or other quickly releasable means, e. Both the hinge device and the spring catch or equivalent shall be of a flexible nature which will permit the reflector holder to be pushed inwardly for at least one-sixteenth of an inch and to align itself correctly with the lens when the door of the optical unit is closed and pressed against the rim of the reflector holder. By such means, the joint between the reflector holder and the lens shall be rendered dust-tight. It shall not be necessary to remove any screws or nuts in order to swing the reflector holder out of the body section to obtain access to the light socket. f. The socket shall be arranged with a lamp grip so it wiil be impossible for the lamp to be loosened by vibration. 6. The wire entrance fitting shall be made of malleable iron or other approved material equipped with a standard 1-1/2" pipe fitting for attachment to the signal head. It shall be provided with weatherproofing means so that when it is attached to the top of the signal a weatherproof assembly results, Positive locking means shall be provided so that the signal cannot loosen from the fitting. The fitting shall be provided with an insulation TS-l0 March 15, 2004 bushing at the point where wires enter. The fitting shall be provided with self-locking features to prevent the signal head from turning out of directional adjustment in a strong wind. It shall be painted in color to match that of the signal. B. Vehicle Signals 1. In addition to meeting the requirements of Section A., Vehicle Signals shall meet the following requirements: a. All signal indications shall use Light Emitting Diode (LED) Vehicle Signal Modules. All lenses shall be prismatic and long range. The lenses shall be 12 inches in diameter. All lenses shall be made of vandal resistant polycarbonate or acrylic plastic free from bubbles and flaws. The lenses shall meet the light transmittivity and chromaticity standards established by the ITE Standard for Adjustable Face Vehicle Traffic Control Signal Heads. b. The lamp socket shall have a 3" light center length. Each socket shall be provided with one black lead from the socket and one white lead from the shell. Lead shall be of 18 gauge, stranded wire per MIL-W-76A Specifications. c. Visors shall be of the tunnel type not less than eight inches in length and shall be designed in a manner such that the visor may be easily installed or removed from the signal head. d. A terminal block shall be mounted in the back of the second section of the signal head. The terminal blocks shall be secured at both ends, e. Signals shall be shipped completely assembled with tunnel visors attached to the signal door. . C. Pedestrian Signals 1. In addition to meeting the requirements of Section A., Pedestrian Signals shall meet the following requirements: a. Pedestrian signals shall consist of two signal sections with rectangular lenses and mounting attachments. The upper section shall display a "Hand" symbol and the lower shall display a "Walking Person" symbol. The two sections shall be of such design and construction as to fit rigidly and securely together with or without a spacer. No spacer shall be more than Y. inch thick. The signals shall operate with LED. b. The lenses shall be either sanded or prismatic lenses. The lenses shall be made of vandal resistant polycarbonate or acrylic plastic. The symbols on these lenses shall be at ieast 9 inches high and shall be designed to produce a maximum visibility both day and night. The Walk symbol shall be White LED modules and the Don't Walk symbol shall be Portland Orange LED, Both messages shall be screened on the lenses with a material which will not crack or peel. The background or field around both messages shall be black. c. Each signal lens shall be equipped with a visor not less than seven inches in length, which encioses the top and both sides of the lens. D. Optically Limiting Signal Heads 1. Optically limiting signal heads shall meet all of the applicable requirements of Section A through Section B except as hereafter provided: a. Optically limiting signal heads shall permit the visibility zone of the indication to be determined optically. The field of light coverage vertically, laterally, and longitudjnally shall be controllable within one degree of any axis, without the use of t\lfl!lel visQ!.$ or louvers, The projected signal indication shall be visible or sel~i~y ~ed anywhere within 15 degrees of the optical axis. 'j":; '" ~.... , b. The signal section shall be provided with a rigid connection that permits tilling from> at= least nine degrees above to nine degrees below the horizontal while m'aintainifllj an comrnon vertical line through couplers and conduit. Head assemtJlleS: shalH1le ., adaptable for mounting on conventional mounting fixtures or in connbil:illlion ~h conventional signai sections. The signal section shall be capable of ~ting 'in'ld servicing with ordinary tools. J.; C) ,_1 TS-ll March 15, 2004 ~, c. The optical system shall include 120 volts, 150 watt, three prong sealed beam lamp with an average rated life of 6,000 hours with an integral reflector, and optical Iimiter- diffuser, an objective lens, and optical masking tape, - 4: i. The optical limiter-diffuser combination shall provide an imaging surface, at ,- -- ,~ focus on the optical axis for objects 900 to 1,200 feet distance, and permit an ~\ -- r-." effective veiling system to be selectively applied as determined by the desired .. , visibility zone. The optical limiter shall be composed of heat resistant glass and 1.--. , , provided with positive indexing means. , ,. ('..J ( ~, ii. The objective lens shall be a high resolution, planar incremental lens (-.....1 ; j ,-_. .. .'-' hermetically sealed with a flat laminate of weather resistant acrylic plastic. The .. .- ~;'-~1 visible signal indication shall be at least 10-314 inches in diameter for circular . i~~ 1..< indications, and the visible arrow indication shall conform to the requirements of the Institute of Transportation Engineer's Standards. d. A voltage reducer shall be supplied to provide dimming of all the optically limiting signal lamps as the ambient light intensity drops below approximately three-foot candles, e. Each signal housing shall be constructed of die-cast aluminum conforming to the Institute of Transportation Engineer's alloy and tensile requirements and shall have a chromate preparatory treatment. The exterior of the signal-housing, lamp housing and mounting flange shall be finished with a high quality baked enamel prime and finished painted flat black. The lens holder and interior of the signal housing shall be optically flat black. f. Each signal lens shall be equipped with a visor, which encloses the top and both sides of the lens. The interior and exterior color shall be optical black. E. Mounting Assemblies 1. Mounting assemblies shall consist of 1-1/2 inch standard pipe and fittings. All members shall be so fabricated such that they provide plumb, symmetrical arrangement, and securely fabricated assemblies. Construction shall be such that all conductors are concealed within assemblies. Cable guides shall be used to support and protect conductors entering assembly through poles. All threads shall be coated with rust preventive paint during assembly. 2. Support brackets, trunnions, and fittings shall be made of cast aluminum, steel, or cast iron. Bracket parts except for stainless steel parts shall be given one prime coat of metal primer and two coats of high quality Black exterior enamel. 3. Mounting assemblies shall be watertight and all open segments of the fittings shall be plugged with an omamental plug and a gasket. 4. Mast arm mounting brackets shall be furnished with a completely adjustable stainless steel strap around arm, malleable clamp casting, vertical support tube, top and bottom signal head support with set screws, bolts, hole with rubber grommet in mast arm, and all incidentals necessary for complete Installation. S, Brackets for mounting the signal head on top of a pedestal shall provide support for both the top and bottom of the signal head. F. Each signal shall be packed or crated separate and complete by itself. The outside of each package or crate shall clearly show the manufacturer, type, catalog number, Purchaser purchase order number and project. Mounting attachments may be shipped separate from the signals, but the boxes or crates shall be marked clearly with the same information as the signals. Mounting attachments of different types shall not be mixed in one box or crate. 2.05.1 - Traffic Signal Lamps A. All incandescent traffic signal lamps shall be supplied with the signal heads and shall have a standard, medium brass screw base and a clear glass envelope. The light center length (L.C.L.) or the dimension, in inches from the center of the filament to the tip of the base, shall be in conformance with the following design requirements, 150 Watt series (for 12" signal heads) 1. Light center length 3" 2, Rated life hours 8,000 hours TS-12 March 15, 2004 3. Rated initial lumens 1,950 lumens 4. Minimum initial lumens 1,745 lumens 5. Rated voltage 130 volts B. The glass envelope of the 150 Watt lamp shall be etched to show the manufacturer's insignia or trademark, the voltage rating, the rated wattage and the rated life hours. C. LED Vehicle Signal Module A. LED Vehicie Traffic Signal Modules shall comply with the latest revision of the "Equipment and Material Standards of the Institute of Transportation Engineers: Chapter 2a: VTCSH Part 2: Light Emitting Diode (LED) Vehicle Signal Modules (Interim)" Note the following: . "Section 5.5 Dimming (Optional)" is not required. . "Section 5.8 Failed State Impedance (Optional)" is required. . Compliance with all other sections of this standard is required. 2.05.2 . Backplates A. Backplates shall be 0,125 inch thick thermopiastic and provide a minimum of a 5 inch black field around the assembly. Corners of the backplates shall be rounded with a 2Y,-inch radius. B. Backplates shall be supplied with attaching bolts or screws in sufficient quantity to securely hold the backplates to the signal heads. 2.05.3 - Aluminum traffic Signal Pedestal A. The pedestal shaft shall be fabricated of aluminum tubing with a wall thickness of not less than 0,125 inches. Shaft shall have a brushed aluminum finish. B. The shaft shall be attached to a square cast-aluminum base with a hand hole. The size of the handhole shall be at least 8Y, inches by 8Y, inches and equipped with a cover, which can be securely fastened to the base with the use of simple tools. A lug shall be provided near the handhole to permit connection of a #6 AWG grounding wire. C. The length of the pedestal, from the bottom of the base to the top of the shaft, shall be 10 feet. The top of the shaft shall have an outer diameter of 4Y, inches and shaJl be designed to receive a pole top mounting bracket to a traffic signal. D. Pedestals shall be equipped with all necessary hardware, shims and anchor bolts to provide for a complete installation without additional parts. E. The pedestal base shall be designed to mount on four o/.-inch anchor bolts spaced evenly around a 12o/.-inch diameter bolt circle. 2.05.4 - Pedestrian Push Button Detectors A. Pedestrian push button detectors shall be of the direct push contact type without levers, handles or toggle switches. Each detector shall consist of a pressure activated non-moving button mounted in a durable case. The button shall have a two tone audible and visible momentary LED light. The button shall be entirely insulated from the case and operating button with terminals for making connections. The case shall have one outlet for Y, inch pipe. The operating button shall be made of brass or other non-rusting metal alloy and shall be of sturdy design. This button shall be weatherproof, The entire assembly shall be weathertight, secure against electrical shock and of such construction as to withstand continuous hard usage. The contacts shall be normally open and no current flowing except at the momE!fl\ of actuation. " '-,'..'\ B. A saddle shaJl be provided if necessary to secure a rigid installation and neat fit.,. C: -- -- -I C. Push button detectors shall be given one prime coat of metal primer and two~()ars of ~h ,.-~ quality black exterior enamel. f....) '\"1 2,06 - Controllers _n .--1 ) A. General Design Requirements (:)~'-, r;;> ,~ 1. Purpose. It is the purpose of Section A of these specifications to set fo~minim~ design and functional requirements for all actuated controllers included in tfrl~ specification. 2. Electrical Requirement TS-13 March 15,2004 a. Power i. Nominal Voltage and Current. The controller shall be designed to operate from a nominal 120 volt alternating current, 60 hertz power source. ii. Voltage and Current Ranges. The controller shall operate satisfactorily within a voltage range of 95 to 135 volts alternating current and a frequency range of 57 to 63 hertz. b. Controller Connections. NEMA Connection Requirement. The controller shall contain a circular twist lock type connector meeting the requirements of Part 3, Section TS 1-3.05 "Pin Connections", paragraph A. NEMA Traffic Control Systems Standard TSI-1983. c. Overcurrent Protection. The controller shall contain a front panel mounted AC power input fuse of suitable size to provide over-current protection. d. Automatic Reorientation. In the event of a power interruption, the controller shall be capable of automatic reorientation upon power resumption and shall require no manual initiation or switching. 3. Constancy of Intervals. Minimum Requirements. The length of any interval or timing setting shall not change by more than +-100 milliseconds from its set value, so long as the voltage and frequency of the power supply and the ambient temperature inside the controller cabinet remain within the tolerances specified in these specifications. 4, Interval Sequence a, General. The coptroller shall provide the proper intervals and interval sequence as required in the following section of these specifications. b. Required Interval Sequence. The phase and interval sequence shall be programmable to provide from two through eight phase dual ring operation with 4 overlaps as described in the latest revision of the NEMA Standards for traffic control systems. c. Skipping of Actuated Phases. If, prior to the end of the green interval of the terminating phase, neither vehicle nor pedestrian memory indicates a need for the next traffic phase, the intervals which comprise that phase shall be omitted from the interval sequence, However, once the green interval has been terminated, the phase causing the termination may not be omitted. This does not, however, preclude the use of recall switches which when in the "on" position, shall cause the phase to be displayed even though no detector actuations have been received, 0 5. Interval Setting and Functions ..-- ~ Provision for Setting. The controller shall provide for the setting of each interval, .,.-" (''''.1 -~ portion of interval, or function by means of a positive setting on a keyboard. ("~ l....., C-'-o i. Keyboard entry shall have a user friendly interface such that in every case the r' meaning of a number being displayed shall be clearly evident without reference ("\...1 to the sequence of key strokes preceding the display and without reference to a _.._--, ''-J ----.'. manual or instruction sheet. The method of finding current data and of changing -""- data shall be intuitive to the extent that little or no training is required and 1.'-;;' ?', keystroke sequences do not need to be memorized except for security access ~..-'"' codes, b. Location of Controls. The interval and function controls shall be located on the front of the controller and shall be properly designated as to the function each control performs. c. Required Intervals/Functions and Ranges, The required intervals, portions of intervals, and functions for each phase of operation are listed in Table 1. TS-14 March 15, 2004 TABLE 1 Functions and Timing to be Provided On Each Phase of Operation Minimum Ranoe Increment (Sec.) (Sec.) Minimum Initial 1-99 1.0 Maximum Initial' 0-99 1,0 Added initial Per Actuation 0-9 0.1 Passage Time 0-9 0.1 Minimum Gap 0-9 0,1 Time To Reduce to Minimum Gap 0-9 0.1 Time Before Reduction 0-99 1,0 Time Before Reduction 0-99 1.0 Maximum 1 1-99 1.0 Maximum 2 1-99 1.0 Yellow Change 0-9 0.1 Red Clearance 0-9 0.1 Walk 0-99 1,0 Pedestrian Clearance 0-99 1,0 Red Revert (One Pe~ Controller) 3-9 1.0 . Maximum Initial may have fixed value of 30 Sec. d. Interval and Function Indication i. Indication. Long life light emitting diode indications or approved equal shall be provided and appropriately labeled on the controller to facilitaJe', the determination of operation and termination of the intervalt:.~nd fuiiOtions contained therein. Indication shall include but not necessarily ~ Itmited}o the,,,,,, following: > =,;' 2..: r~.) ~._-- .Phase(s) next .Dwell [,,) -n .Phase(s) in service .walk ~ .Initial interval .Ped clear -' Vehicle interval .Force off . .. G? .Yellow change interval .Hold ~.---- C) .Maximum termination . Red clearance J;-" ()1 .Gap termination ii. Call Indication. Indication shall be provided on the controller to display presence of vehicle call including memory and detector actuations and presence of a pedestrian call when pedestrian timing functions are included. e. Vehicle Recall Switch(s), A recall switch shall be provided for each actuated vehicle phase which, when asserted, shall cause the automatic return of the right-of-way to that phase in accordance with the specified interval sequence. r. Maximum Recall Switch(s). The recall switch(s) shall provide a maximum recall position which when asserted for a phase, shall cause the automatic return of the right-of-way to that phase for the duration of the maximum green interval in accordance with the specified interval sequence. g. Vehicle Detector Non-Lock Memory Switch(s). A switch shall be provided for each actuated vehicle phase which, when placed in the non-lock position, shall cause the vehicle detector memory circuit for that phase to be disabled. h. Pedestrian Recall Switch(s), A recall switch shall be provided for each actuated phase that includes pedestrian interval timing function, which when asserted, shall cause the automatic return of the controller to that phase and related pedestrian interval(s). TS-15 March 15, 2004 1. Flashing of Pedestrian Clearance Interval Functions. Means shall be provided to control the flashing of pedestrian signals during the pedestrian clearance interval(s). 6. Signal Circuits. a. General. The controller shall be provided with suitable load switches, external to the controller, for closing and opening signal light circuits. Such shall be sufficient in quantity to provide the interval sequence as described in Subsection A.4.2 of this specification. Solid state load switches will be required for solid state controllers. b. Closing and Opening of Circuits/Minimum Capacity. The closing or opening of signal circuits shall be positive without objectionable dark intervals, flickering of lights, or conflicting signal indications. Each switch shall have a capacity of not less than 10 amperes of incandescent lamp load at 120 volts AC, c. NEMA Triple Signal Load Switch(s). External jack mounted load switches shall be provided in accordance with Part 5, "Solid-State Load Switches", Sec. TS 1-5,01, NEMA Traffic Control Systems Standards, TSl-1983. 7. Confiict Monitor Minimum Requirements. For actuated controllers of solid state design and construction or actuated controllers utilizing solid state load switches, a separate external signal monitoring device shall be provided to monitor the occurrence of conflicting Green or Walk indications and shall cause the signals to go into flashing operation should such conflicts be sensed, This shall conform to Part 6, NEMA TS1- 1983. The monitor shall have an LCD Screen. 8. Flashing of Signals a. Minimum Requirements. Means external to the controller shall be provided to permit C> the substitution of flashing signal indications for the normal specified interval --- sequence. The indications to be flashed shall be as specified here or in the included ~ '.,/ interval sequence chart on the plans.AII signals shall flash red. I. Fiashing Rate. Flashing shall be at the rate of not less than 50 nor more than 60 ._, ~ flashes per minute with approximately 50% on and 50% off periods. Fiashing ! I e.J rate shall not vary so long as the power source remains within the specified _.,- C..J limits. L\ ii. Capacity. The operation of the flashing circuit shall be accomplished in such a -- 1,:-::; :~ manner as to avoid undue pitting or burning or other damage to load switches at '--< -"- 1 0 amperes of tungsten lamp load at 120 volts, 60 hertz AC for 50 million times. b. Control of Flasher Mode. I. Police panel switch. Operation of flash mode from police panel shall put operation of controller into Stop Time Mode. ii. Inside switch. An "auto-off-flash" mode switch shall be provided inside cabinet. c. Flashing of Vehicular Signals. Flashing of vehicular signal indications shall be obtained from one or more flashers, each of which is a self-contained device designed to plug into a panel in the controller cabinet. If the flashing is provided by two flashers, they shall be wired to assure that the flashing of all lenses on the same approach is simultaneous. d. Flashing of Pedestrian Signals (Pedestrian Clearance). When pedestrian interval timing functions are included, means shall be provided to permit fiashing of the DON'T WALK pedestrian signals during the pedestrian clearance interval. e. Solid State Flasher. A solid state fiasher with no contact points or moving parts shall be provided, The solid state flasher shall utilize zero point switching, This shall conform to Part 8, NEMA Traffic Control Systems Standards, TSl-1983. 9. Manual Control. a. Manual Control Enable, When specified, manual commands shall place vehicle calls and pedestrian calls (when pedestrian timing is included in the controller's sequence of operation) on all phases, stop controller timing in all intervals except vehicle clearances, and inhibit the operation of the external advance input during vehicle clearance, b. Operation Without Pedestrian Timing. When concurrent pedestrian timing is not provided, one actuation of the interval advance input shall advance the controller to TS-16 March 15, 2004 Green rest, from which it will immediately select a phase next and advance to the Yellow Vehicle Clearance, subject to the constraints of concurrent timing c. Operation With Pedestrian Timing. When concurrent pedestrian service is provided, two sequential activations of the interval advance input shall be required to advance through a Green interval, the first actuation shall terminate the WALK interval, and the second shall terminate the GREEN interval including the Pedestrian Clearance Interval. d. Automatic Timing of Vehicle ChangelClearance Intervals. All Vehicle ChangelClearance Intervals shall be timed internally by the controller. Actuations of the interval advance input during Vehicle ChangelClearance intervals shall have no effect on the controller. 10. Stop Timing. Suitable input from auxiliary equipment or other externai sources, shall cause cessation of controller timing during assertion of such input. Upon removal of such input assertion, the interrupted interval, which was timing, shall resume normal timing. Provisions shall be made to insure that there is no conflict between the various inputs to this function which would result in a stop time signal for one ring affecting the condition of the other ring. 11. Coordination a. Minimum Requirements. Means shall be provided within the controiler to permit its interconnection into a coordinated traffic signal system when coordinating devices are added. As a minimum, this should include the provision of Yield circuit or Hold circuit, accessible. to interruption by commands external to the controller. b. Hold Feature. The controller shall contain a Hold Feature which when asserted for a particuiar phase shall hold that phase in a rest condition. Upon release from the Hold, the phase shall immediately advance into the appropriate clearance interval or other unexpired portion of the green, provided there is an actuation on an opposing phase. c. Force-Off Feature. The controller shall contain a Force-off Feature which, when asserted shall cause termination of the current phase provided that phase is in the extension portion. In no case shall assertion of force-off cause termination in a clearance interval or during a minimum green for vehicles or pedestrians. d. NEMA Coordination Requirements. In addition to the minimum coordination requirements specified above, the controller shall contain the coordination features for the applicable configuration included in NEMA Traffic Control Systems Standard TSl-1983. e. Closed loop Compatibility, The controller shall be fully compatible with an Eagle Signal Company computer controlled signal system. It shall allow full use of all optional functions of that computer system. 12. Environmental and Testing. a. Minimum Requirements. i. General. The controller shall maintain all of its programmed functions and timing intervals when the ambient temperature and humidity are within the specified limits of this specification. ii. Ambient Temperature. The operating ambient temperature range shall be from - 30 degrees to +165 degrees F. iii. Cooling/Heating Devices. No heating or cooling devices other than standard vent fanes) shall be required for proper operation of the controller, iv. Humidity, The controller shall be designed to operate properly <&.i!hin a rlillative humidity range of 0 to 95% up to 110 degrees F. >_e b. NEMA Requirements, N ,- -- i. Environmental and Operating. The controller shall fulfill the enviiJinmental'-Bnd,-, operating requirements as described in Part 2, Section 1, "Enviroi:1trienta~nd . '..: Operating Standards", NEMA Standards TSl-1983. -' " N ~ ~-'-- 0 --r-,. .... C,n TS-17 March 15, 2004 il. Testing. The controller shall fulfill the testing requirements as described in Part 2, Section 3, "Test Procedures", NEMA Traffic Control Systems Standard TS1- 1983, 13. Cabinet. a. Basic Construction. The controller and all associated equipment shall be provided in weatherproof metal cabinet of clean-cut design and appearance. The controller cabinet must be large enough to accommodate a future master control unit (under separate contract, unless specified in the plans). The cabinet must be fiber ready. I. Construction Material. The cabinet shall be constructed of sheet or cast aluminum. ii. Door. A hinged door shall be provided permitting complete access to the interior of cabinet. When closed, the door shall fit closely to gasketing material, making the cabinet weather and dust resistant. The door shall be provided with a strong lock and key. The door shall be designed to be opened only with the standard controller <::> cabinet key currently used by the City of Cedar Rapids. A sample key will be --, <1:. made available to the successful bidder. ~ ' .~ ;~--' iii. Auxiliary Door. A small, hinged and gasketed "door-in-door" shall be included on ( the outside of the main controller door, The auxiliary door shall not allow access 1.-' c... to the controller, its associated equipment, or exposed electrical terminals but I'. ,.. 0-1 shall allow access to a small switch panel and compartment containing a signal N shutdown switch, a flash control switch, and other specified functions. .-" , L\,. <, The auxiliary door lock shall be equipped with a strong lock utilizing keys of a -...- (.J :}~ different design from those provided for the main cabinet door. ~--~ The auxiliary door iock shall be designed to be opened only with the standard auxiliary door key used by the City of Cedar Rapids, A sample key will be made available to the successful bidder. iv. Door Stop, The controller cabinet door shall be provided with a stop and catch arrangement to hold the door open at angles of both 90 degrees and 180 degrees, t 10 degrees. v. Mounting Shelves, The cabinet shall contain strong mounting table(s) or sliding way(s) to accommodate the mounting of the controller and all included auxiliary equipment. The mounting facilities shall permit the controller andlor auxiliary equipment to be withdrawn from the cabinet for inspection or maintenance without breaking any electrical connections or interrupting operation of the controller. vI. Mounting Screws. Screws used for mounting shelves or other mounting purposes shall not protrude beyond the outside wall of the cabinet. vii, Outlet and Lamp. An electrical outlet shall be furnished and located in an accessible place near the front of the cabinet and each cabinet shall be provided with a goose neck light mounted in the cabinet in a manner which will provide adequate light to service all parts of the cabinet interior during nighttime hours Size, Type and Mounting, I. Size. The cabinet shall be of such size to adequately house the controller, all associated eiectrical devices and hardware, and other auxiliary equipment herein specified. ii. Mounting. The cabinet shall be arranged and equipped for concrete base mounting, Sufficient galvanized anchor bolts, clamps, nuts, hardware, etc., as required for the specified mounting type shall be furnished with each cabinet. b, Ventilation. A thermostatically controlled duct fan unit with a minimum rating of 100 CFM in free air shall be installed in the cabinet to provide forced air ventilation through the cabinet. The fan unit shall be mounted to the inside top of the cabinet and shall be easily removed and replaced without having to dismantle any part of the cabinet or exhaust duct system. The thermostat controlling the fan shall be manually adjustable to turn on between 90 degrees F and 150 degrees F with a differential of not more than 10 degrees F between automatic turn-on and turn-off. The fan shall TS-18 March 15, 2004 intake air through filtered vents located near the bottom of the cabinet or cabinet door and exhaust it through a weather-proof, screened duct located near the top of the cabinet. Fiberglass type dry filters shall be used to cover the air intakes into the cabinet. These filters shall be easily removed and replaced and be of standard dimensions commercially available. The filters shall be provided with positive retainment on all sides to prevent warpage and entry of foreign matter around the edges. c. Connecting Cables, Wiring and Panels, i. Connecting cables. Electrical connections from the controller (and auxiliary devices when included) to outgoing and incoming circuits shall be made in such a manner that the controller (or auxiliary device) can be replaced with a similar unit, without the necessity of disconnecting and reconnecting the individual wires leading therefrom. This can be accomplished by means of a multiple plug, a spring-connected mounting or approved equivalent arrangement. Correlation shall be made with connecting cable plug and controller jack as described in Subsection 2,2., Section A of this specification. In addition to the above, a mating plug/cable assembly shall be provided for all connectors on the controller (or auxiliary device), ii. Panels and Wiring. Each cabinet shall be furnished with suitable, easily accessible wiring panel(s). All panel wiring shall be neatly arranged and firm, a) Wiring Terminals. Terminals shall be provided, as a minimum, for the following: Terminal with N.E.C. cartridge fuse receptacle, fuse, power line switch or magnetic circuit breaker, with integral power line switch, for the incoming power line. Terminal, unfused, for the neutral side of the incoming power line. Terminals and bases for signal load switches, and outgoing signal field circuits. Terminals and bases for signal flasher and outgoing signal field circuits. Terminals for detector cables, Terminals for all required auxiliary equipment. Terminals for all conflict monitor inputs and outputs, Terminals for all NEMA defined inputs and outputs Terminals for all inputs and outputs defined by the controller manufacturer which may be in addition to the NEMA defined inputs and outputs. b) Clearance Between Terminals. Adequate electrical clearance shall be provided between terminals. The controller, auxiliary equipment, panel(s), terminals and other accessories shall be so arranged within the cabinet that they will facilitate the entrance and connection of incoming conductors. c) Signal Circuit Polarity. The outgoing signal circuits shall be of the same polarity as the line side of the power service; the common return of the same polarity as the grounded side of the power service, d) Grounding Conductor Bus. An equipment grounding conductor bus shall be provided in each cabinet. The bus shall be grounded to the cabinet in an approved manner. d. Fusing and Surge Protection. i) Incoming AC Line, Suitable overcurrent protection, utilizing one of the me!ltods described in Subsection A.13.4.2,l, shall be provided. .~' ~', .. ii) Branch AC Circuits. Suitable overcurrent protection devices Sh~!;Ie. proYlded for each of the following AC power line input circuits:' , ' '.,~ - i1 1. Controller mechanism r.),- 2. Cabinet fan '-0 -"1 . , 3. Confiict monitor ::: 4. Detector amplifiers '. C :.:..: ~."j ..~ r~.) 5. Flash transfer <;' / ," 0 J> ,:.., TS-19 March 15, 2004 iii) Light & Outlet Fuse, A 15 ampere fuse and indicating type of fuse holder, wired in advance of the main circuit breaker for protection of the AC power input circuits to the cabinet light and the convenience duplex receptacle shall be provided.The Cabinet light shall be a goose neck type. iv) Surge Protection. High energy transient surge protection shall be provided on the incoming AC power lines in order to minimize potential controller damage. This shall be a gas discharge lightning arrestor - 200-400 volts. A second such device shall be provided on the AC power line to the controller unit. e. Painting. The cabinet shall be natural, unfinished aluminum. All mounting attachments shall be natural, unfinished aluminum or finished with two coats of high grade aluminum colored paint. f. Plastic Envelope, A heavy-duty clear plastic envelope shall be securely attached to the inside wall of the cabinet door, Minimum dimensions shall be 11 inches wide x 14 inches deep. g. Cabinet shall have a battery back system with an automatic transfer switch. The unit shall flash the signals. Batteries shall be mounted in a small side mount cabinet. 14. Guarantee. The equipment furnished shall be new, of the latest model fabricated in a first-class workmanlike manner from good quality material. The manufacturer shall replace free of charge to the purchaser any part that fails in any manner by reason of defective material or workmanship within a period of 18 months from date of shipment from the supplier's factory, but not to exceed one year from the date that the equipment was placed in operatipn after installation, 15, Wiring Diagrams and Documentation One documentation package shall be supplied in each controller cabinet and three additional copies will be supplied for office use. Each package will consist of the following list of items for the cabinet and load facility and for each model of controller, conflict monitor, load switch, and flasher. a) Complete schematic diagram, accurate and current for unit supplied. b) Complete physical description of unit. c) Complete installation procedure for unit. d) Specifications and assembly procedure for any attached or associated equipment required for operation. e) Complete maintenance and troubleshooting procedures. f) Warranty and guarantee on unit, if any. g) Complete performance specifications (both eiectrical and mechanical) on unit. h) Complete parts list - listing full names of vendors and parts not identified by universal part numbers such as JEDEC, RETMA, or EIA. i) Pictorial of components layout on chassis or circuit boards. co ~) Complete stage-by-stage explanation of circuit theory and operation. ., B. M . Phase Traffic Actuated Controllers ('-,J -,,/-;:_ r~"" - uI,C.Purpose. It is the purpose of this section of the specifications to set forth minimum t"____ c_ design and operating requirements for multi-phase (two through eight phase) traffic I 0-01 actuated traffic signal controllers. .-- ('-l 2. General Design Requirements. The General Design Requirements in Section A of this ..---- "~'..specification shall apply in addition to certain design, operational and functional .,.-- ;'c~equirements hereinafter described. ,~ ,c'a, NEMA Design Requirements. The controller shall be designed in accordance with the applicable requirements, included in NEMA Traffic Control System Standard TSl-1983. b. Controller Interchangeability. Interchangeability of controllers furnished under this specification shall be achieved by connector plug interchangeability as designated in Part 3, NEMA Traffic Control Systems Standard TSl-1983. c. Maximum Controller Dimensions. The controller shall be no more than 19 inches wide, 13 inches high and 11 inches deep. 3. Operational Requirements. TS-20 March 15, 2004 a. Mode of Operation. The controller shall provide the multi-phase operation described in Subsections 1 and 2 of this section of the specification and shall be fully actuated with means of receiving actuations on all phases. The traffic signal controller shall be capable of Volume Density operation. The controller shall have variable initial and time waiting gap reduction features. The controller shall also have dual maximum extension capability. b. The controller shall also permit a non-actuated mode of operation on any of its phases by assertion of the vehicle recall function (or pedestrian recall function when such function is present) on the desired phase. c. Call to Non-Actuated Mode. The controller shall feature an input which, when asserted, shall permit the selection of non-actuated mode of operation on any of its phases. d. Operation With Auxiliary Functions/Devices. The controller shall be capable of having its basic operation expanded or augmented by the addition of auxiliary functions or devices. e. Minimum Green i. Actuated Phase, The minimum green shall consist of an initial portion Only, or a separately set Minimum Green function. If pedestrian functions are provided and a pedestrian actuation is received, the Minimum Green shall consist of a WALK interval plus a Pedestrian Clearance interval. ii. Non-Actuated Phase, In the non-actuated mode of operation, the Minimum Green on the non- actuated phase shall be equal to the values described for Actuated Phases in the preceding paragraphs or shall be equal to a separately set Minimum Green function, f. Unit Extension. The actuation of a vehicle detector during the extendibie portion of an actuated traffic phase having the right-of-way shall cause the retention of right-of- way by that traffic phase for one Unit Extension portion from the end of the actuation but subject to the Maximum (extension limit). g. Maximum (Extension Limit). The Maximum or extension limit shall determine the maximum duration of time the right,of-way can be extended for a phase having successive detector actuations spaced less than a Unit Extension portion apart. h. Initiation of Maximum (Extension Limit). The timing of the Maximum or extension limit shall commence (1) with the first actuation or other demand for right-of-way on a traffic phase not having the right-of-way or (2) at the beginning of the Green interval if an actuation or other demand for right-of-way has been previously registered on a traffic phase not having the right-of-way or, alternatively, the Maximum may commence at the end of the initial portion of the Green interval if an actuation or other demand has been previously registered on a traffic phase not having the right- of-way, i. Transfer of Right-of-Way, The actuation of any detector on a traffic phase not having the right-of-way shall cause the transfer of the right-of-way to that traffic phase at the next opportunity in the normal phase sequence provided that there has been an expiration of a Unit Extension portion with no continuing actuation .or, an expiration of the Maximum (extension limit) timing on the preceding ph;a~e havirj9;the . ht f '. ) ,(." rtg -0 - way. ;"; " ,,, J. Change Clearance Interval(s) Prior to Transfer. The transfer of right'OT-way tQ<lny '-n conflicting phase shall occur only after the display of the appropriate change '== clearance interval(s). . . f'0 ~l , , k. Rest in Absence of Actuation. ~ .--1 ..J i. Minimum Rest. In the absence of detector actuation or asser'lilrj.;uf rel:illl switch(s), the right-~f-way indication shall remain (rest) on the tra~ phas~n which the last actuatIon occurred. 01 ii. Rest in All-Red. In the absence of detector actuation or assertion of recall switch(s), the controller, after display of the appropriate clearance interval(s) on the last phase having the right-of-way, shall rest in Red (and associated TS-21 March 15,2004 Pedestrian DON'T WALK indications) on all phases until detector actuations are received, I. Memory Feature. Unless precluded by the operation of non-memory feature, the following memory retention shall be provided in the controller. I. Memory Change During Clearance Interval(s). An actuation received during a change clearance interval for a traffic phase shall cause the right-of-way to return to that phase at the next opportunity in the normal phase sequence. il. Memory If Phase Terminated by Maximum (Extension Limit). If the right-of-way is transferred by the operation of the Maximum or extension limit, the traffic phase losing the right-of-way shall again receive it without further actuation at the next opportunity in the normal phase sequence. m. Pedestrian Timing Operation. When pedestrian timing functions are specified in the General Design Requirements, Section A of this specification, the following pedestrian function operation shall be provided. I. Pedestrian Timing With Non-Actuated Phase. In the non-actuated mode of operation, a WALK interval shall be provided simultaneously with the associated Minimum Green interval of the non-actuated phase. A ftashing DON'T WALK Pedestrian Clearance Interval shall follow the WALK interval, during which the Green traffic phase continues to be displayed. il. Pedestrian Timing With Actuated Phase, When pedestrian actuation is received, a WALK interval shall be provided concurrently with the associated Green traffic. phase interval. A ftashing DON'T WALK Pedestrian Clearance interval shall follow the WALK interval during which the Green traffic phase continues to be displayed. iii. Condition in Absence of Pedestrian Call. In absence of pedestrian actuation or assertion of pedestrian recall function, pedestrian signals shail remain in a DON'T WALK condition. iv. Recycle of Pedestrian Functions. In the absence of opposing phase demand, it shall be possible to recycle the pedestrian interval functions to succeeding pedestrian actuations without change in vehicle indications. v. Pedestrian Actuation Memory, Pedestrian actuations received by a phase during steady or ftashing DON'T WALK indications of that phase shall be remembered and shall cause the controller to provide pedestrian timing functions for that phase at the next opportunity in the normal phase sequence. vI. Non-extension of Pedestrian Intervals. Successive pedestrian actuations shall not cause extension of the pedestrian intervals, n. Advanced Operational Features. When certain advanced operational features are specified in the General Design Requirements, Section A of this specification, the controller shall provide the following operation. e;, .c::( I. Volume Density Operation. -- -'-,.. a) Variable Initial. Utilizing the specified mode selected to provide this function, ~ ' . the controller shall enable an increase in timing of the Initial portion of the ',.' , Green interval of a phase based upon the number of traffic actuations stored , , on that phase during its YELLOW and RED interval. !. (".J .-.---, ('oj b) Time Waiting Gap Reduction. Utilizing the functions specified, the controller shall enable a reduction in the Extension portion of the Green interval of the -- phase having the right-of.way in proportion to the time elapsed from the 1'-;-' registration of an actuation on an opposing phase or from the beginning of the Green interval, whichever occurs later. il. Dual Maximum (Extension Limit) Operation. Assertion by external command for the operation of a Maximum II function for a phase shall cause the controller to provide the timing value for that function in lieu of the normal maximum value, o. NEMA Operational Requirements. In addition to the basic operational requirements specified above, the controller shall provide the operational features for the applicable configuration included in the NEMA Traffic Control Systems Standard TS1- 1983. TS-22 March 15, 2004 4. Functional Requirements. a. Basic Functional Requirements. Functional requirements for the multi-phase traffic actuated controller shall be as specified in the General Design Requirements in Section A of these specifications. b, NEMA Functional Requirements. In addition to the basic functional requirements specified above, the controller shall provide the functional features for the applicable configuration, included in the NEMA Traffic Control Systems Standard TSl-1983. c, Overlaps. When required by the interval sequence chart in the General Design Requirements section of these specifications, overlap(s) shall be provided by the controller and may be implemented via internal or external logic. 5, Enhanced operation. a. Preemption. A minimum of two preemption inputs shall be provided. These shall be designed for railroad or emergency vehicle preemption and shall provide the ability to set the delay before start of preempt sequence and the duration of the preempt sequence. It shall also be possible to define the status of each phase as red, green, flashing yellow, or flashing red during the preemption period and to provide an orderly transition into and out of the preemption period. b. Coordination. The controller shall be capable of emulating a 3 dial/3 split/3 offset pretimed controller coordinated with a 9 wire interconnect system. c. Time Base Functions. The controller shall have the capability to provide internal time based coordination. In addition it must provide a minimum of two auxiliary outputs controlled by the 'time base coordination which can be fully programmed on a time basis to control external devices on a cycle by cycle, time of day, day of week, and/or holiday schedule on an annual basis. 6. Remote Flash. A remote flash input is required which will provide f(lj') the remote implementation of flashing operation consistent with the requirements otfhe-MUtCD. "'. (, _:.- This shall include a means of programming a "Flash Entry Phase" and:a' "Flash:};xit "'I Phase." ~ -:= "-,.., 2.07 - Inductive Loop Vehicle Detector .v . . _'f' ! i A. Design Requirements -' ..-1 , " '-,,) 1. Operation . h") General )> C) a. <-'1 The detectors shall be designed to operate with loop and lead-in wire combinations having a wide variation in electrical characteristics. The electrical characteristics are a function of the length and width of the loop, the length and type of lead-in wires, and other factors. The detector shall operate with the usual configurations of loops and lead-in wires, standard with the Department, which have a 40 to 700 microhenry total inductance. The detector shall provide reliable detection and maintain an output indication for a period of not less than three (3) minutes for a vehicle that causes a 0.02% change in the total inductance of the loop and lead-in system as measured at the detector loop input terminals, The detector shall provide operation as above with a loop system having any or all of the following characteristics: 1) A shunting resistance of 10,000 ohms or greater to a common or circuit ground bus. 2) A loop system quality factor (0) of not less than 5.0, when connected to the detector being tested. o is defined as the ratio of the resonant operating frequency over the half-power bandwidth. 3) A total or equivalent inductance within the range of 40 to 700 microhenries at the detector loop input terminals. A sensitivity adjustment or selector shall be provided to allow selection of a high, medium or low sensitivity adjustment. b. Loop Energizing and Detector Sensing Circuits. The detector shall provide reliable detection of licensed motor vehicles. The detector shall provide an input (switch TS-23 March 15, 2004 closure) only when vehicles are passing or stopped over the loop and shall detect all vehicles passing over the loop at speeds up to 80 miles per hour. i) Turn on, When first turned on, while tuning or being tuned, the detector shall provide a continuous output pulse (switch closure), plus a visual indication, in both the presence and pulse modes of operation. On power failure, or loop failure that would cause the inductance to exceed the tuning range, the detector 0 -<( must place a continuous call. - -"." ~,~-. ii) Frequency. To prevent mutual interference "crosstalk", the detectors shall be :":-'i -;;:." ',- provided with a three position frequency mode switch on the front panel. r~- iii) Automatic Tuning. The detector shall be designed to be initially tuned to the loop Ii' ('oJ and provide for automatic drift compensation. ('-...\ iv) Weather. The operation of the detector shall not be affected by changes in the . \1 6__,.. inductance of the loop caused by environmental changes, such as rain, hail, , .;::-~, snow, temperature humidity, nor shall the sensitivity be markedly affected. lj c. Accuracy. The detector shall be able to detect all licensed vehicles, including motorcycles, accurately. 2. Detector Output. The detector output (switch closure) to the associated traffic control equipment shall be provided by means of a relay. The relay shall have a mechanical life of at least 1,000,000 operations, The contacts shall have a rating of at least 1,0 ampere at 120 volts AC or DC. 3. Power Supply. The detector shall be designed to operate on a 110 commercial 60-hertz power line over a voltage range of 100-125 volts. The primary of the power supply transformer shall be fused with a 1/4 Inch diameter, 1 1/4 inches long, 250 volt fuse of suitable current rating. An extractor-post fuse- holder shall be provided. The fuse rating shall be marked by the fuse-holder, 4, Visual Indicator. A long life light emitting diode shall be used to provide a visual indication of each vehicle detection. Lamps shall be easily replaceable without the use of tools. The indication must be readily visible in the indirect sunlight. All indicator lights shall have a minimum design life of 20,000 hours at rated voltage unless an ON-OFF switch is provided to control the lights. If an ON-OFF switch is provided, the design of the lights need be only 1,000 hours at rated voltage. 5. Dielectric Strength. The detector shall withstand a dielectric strength test of 1,250 volts, 60 hertz per second, AC applied between the 120 VAC line-supply circuit and the terminals for the extemalloop for a period of one minute 6. Interchangeability and Design Life. All modules and components of the same type shall be interchangeable, The design life of all components, under conditions of normal operation, shall not be less than five years. 7. Delay Call. The detector, when specified on the bid form, to have a "Delayed Call" feature, shall be capable of ignoring a vehicle actuation unless it persists for more than a predetermined period of time. The predetermined time shall be adjustabie from 0 to 25 second minimum on the front panel. The "Delayed Call" feature shall be inoperative during the green interval for the phase related to the amplifier. B. Enclosure 1. General. A dustproof, metal enclosure shall be provided to enclose all electrical parts of the detector. The enclosure shall be designed for placement on a shelf in a weatherproof field cabinet. The detector shall not be position sensitive, 2. Detector Units, Detector units shall be designed for use with loop combinations (two to four loops) in series or parallel or series-parallel). The detector model shall have a visual indication of a call and wiil not require external equipment for tuning or adjustment. 3. Size. A small size enclosure and the ability to stack the enclosures, one on top of another, is desirable. Single detector units shall not be larger than 6 inches by 3 inches by 8 inches deep. 4. Marking. Each detector shall be marked with the manufacturer's name, model, catalog, or type number, and serial number, The electrical input rating (voitage, frequency, and wattage) shall be included in the marking. TS-24 March 15, 2004 C. Input/Output Receptacle 1. Function Assignment. Input and output connections for the detector shall be made to a type MS-3102-A18-1P box receptacle with 10 male contacts. A plastic cover shall be provided on the receptacle. The pin positions of the input/output connector shall be assigned as foilows: Pin No. Function C) '-' .'-<r~. .." A 120 VAC (-) 4.~', _ ~'1 \ , B Output Relay Common f",) .--." C 120 VAC (+) ~' -....; n D Input from Loop .. E Input from Loop .. . F Output Relay N.O. r;? G Output Relay N.C. )> 0 H Chassis Ground Ui I Spare J Spare 2. Plug and Cable. A plug, type MS-3108-B with type 18-1 S insert, with 10 female contacts shall be furnished, wired, leads of leads of #18 AWG stranded, color-coded wire with 300 volt insulation. A type MS-3057-10 cable clamp and boot shall be provided for strain relief, The leads shall be 5'0" in length, the first 16 inches of leads, from the plug, shall be enclosed in cotton braiding. No terminals are required on the leads, D. Components 1. Inductors and Transformers. All inductors and transformers shall have their windings insulated and shall be impregnated to exclude moisture. All wire leads shall be color coded. 2. Resistors and Capacitors. All resistors and capacitors shall be insulated and shall be marked with their resistance or capacitance value. Resistance and capacitance values may be indicated by the Radio Eiectronics Television Manufacturer's Association (RETMA) color codes. All electrolytic capacitors shall be marked to indicate polarity and voltage. 3. Printed-Circuit boards, All printed-circuit boards shall be at least 1/16 inch thick and shall be made of glass-cloth silicone, National Electric Manufacturer's Association (NEMA) type G-l0 glass epoxy or equivalent. The conductor material shall be copper, 0.0027 inch thick, having a weight of 2.0 ounces per square foot, with a protective solder coating. All printed-circuit board connectors (male and female) shall be gold plated over the copper base. The printed circuit-boards shall be securely mounted in such a way as to prevent flexing or bending of the boards, and shall be easily removable for servicing or replacement. 4. Wiring. All interconnecting wire shall be insulated #22 AWG or larger, suitable for 180 degrees F operation. 5. Solid State Circuitry a. Components, Transistors, integrated circuits, or semi- conductor diodes shall be used for all amplifying, detecting, rectifying, counting logic, and regulator circuits. No vacuum or gas tubes shall be used except for pilot lights, Transistors, integrated circuits, and diodes shall be marked with their type number and shall be types listed by the Radio Electronics Television Manufacturer's Association (RETMA). No electromechanical timers, synchronous motors, or relays shall be employed, except as specified in Section l-B, b. Proprietary parts. All electronic and electrical components must be of standard manufacture and available from a source other than the manufacturer of the loop detector unit. 6. Temperature. The temperature of components shail not cause any appreciable reduction in component life when the detector is operated in an ambient temperature from 20 degrees to 180 degrees F, TS-25 March 15, 2004 E. Workmanship 1. The enclosure and all modules shall be fabricated, assembled, and wired in a workmanlike manner. F. Documentation 1. Contents, A documentation package shall be supplied in each controller cabinet for the inductive loop vehicle detectors which shall consist of the following: a) Complete schematic diagram, accurate and current for unit supplied. b) Complete physical description of unit. c) Complete installation procedure for unit. d) Loop specifications and loop assembly procedure. e) Complete maintenance and troubleshooting procedures. f) Warranty and guarantee on unit, if any. g) Complete performance specifications (both electrical and mechanical) on unit. h) Complete parts list - listing full names of vendors and parts not identified by universal part numbers such as JEDEC, RETMA, or EIA. i) Pictorial of components layout on chassis or circuit boards. j) Complete stage-by-stage explanation of circuit theory and operation. 2. Number of copies. At least three full documentation packages for each detector sensing unit model shall be supplied to the ENGINEER. 2.08 - Equipment And Materials A. Equipment and materials ~halJ be of new stock unless the plans provide for the use of existing equipment, or equipment furnished by others. New equipment and materials shall be the product of reputable manufacturers of electrical equipment and shall meet the approval of the ENGINEER. PART 3 EXECUTION 3.01 - General A. The CONTRACTOR shall furnish and install all equipment and materials necessary for a complete and operative signal installation as shown on the plans and described in the Contract Documents. B. The CONTRACTOR shall be a licensed electrical contractor in accordance with City Ordinance and adherence to local Building Code shall be met. C. CONTRACTOR Qualifications Trained and experienced personnel shall supervise the fiber optic cable installation. Qualified technicians shall make the cable terminations and splices. The CONTRACTOR upon request of the ENGINEER shall provide documentation of qualifications and experience for fiber optic equipment installations. The ENGINEER shall determine if the CONTRACTOR is qualified to perform this work. The CONTRACTOR shall have attended a certified fiber optic training class mandated by the specifications prior to starting work, D. The CONTRACTOR will be responsible for incidental sidewalk removal and replacement necessary to complete the signal construction, All waste material and debris shall be disposed of at a sanitary landfill at the CONTRACTOR's expense. E. All incidental parts which are not shown on the plans or specified herein, and which are necessary to complete the traffic signal, or electrical systems, shall be furnished and installed C) as though such parts were shown on the plans or specified herein. All systems shall be ."-~ ~plete and in operation to the satisfaction of the OWNER at the time of completion of the (.....,.1 Yftk. .. F. -nl'e CONTRACTOR shall perform all work required and furnish all labor, materials, ,..- eql.iipment, tools, transportation and supplies necessary to complete the work in accordance .--,... ~:~ Wit!) the Contract Documents, The ENGINEER or his representative shall have full freedom _.~-- !oi;lbserve all phases of the work performed by the CONTRACTOR and to discuss all matters c5J~ing with the quality and progress of the work. :;.:.., ~._,j TS-26 March 15, 2004 G. The Standard Specifications for Highway and Bridge Construction, current Series, Iowa Department of Transportation, as modified by these contract documents shall apply to this Special Provision. The above specifications are referred to as the Standard Specifications. Part 1 of the Standard Specifications shall not apply to this section. 1. The following Iowa Department of Transportation Supplemental Specifications shall also be considered a part of these Special Provisions, a) Specification 5025 b) Supplemental Specification for Traffic Controls for Street and Highway Construction and Maintenance Operations, March 26, 1991. c) Specification 5040 d) General Supplemental Specification for Construction Projects, January 7,1992. H. The installation of the signals and signs shall be in conformance with the "Manual On Uniform Traffic Control Devices for Streets and Highways", 1988 edition, latest revision. I. The video detection system shall be installed as recommended by the supplier and as documented in installation materials provided by the supplier. J. Miscellaneous Equipment The CONTRACTOR shall furnish and install all necessary miscellaneous connectors and equipment to make a complete and operating installation in accordance with the plans, standard sheets, standard specifications, special provisions, and accepted good practice of the industry. 3.02 - Qualifications, Service Calls, And Warranty A. CONTRACTOR's personnel are required to be knowledgeable of the traffic signal controller operation and wiring. Controller manuals and wiring schematics will be provided to the CONTRACTOR for his use on the project. These documents must be returned undamaged at the end of the project. B. The Traffic Engineering Department will provide part-time observation of the CONTRACTOR's work. The Department's representative will be available during normal working hours (7:00 A.M,-3:30 P.M,) to review the CONTRACTOR's work. CONTRACTOR shall provide four hours advance notice to the Department for review of the work. Any service calls or review of the CONTRACTOR's work outside of the Department's normal working hours will be billed to the CONTRACTOR. C. The Traffic Engineering Department will continue to provide service call maintenance during the project. If it is determined that the malfunction was caused by the CONTRACTOR's work, then the CONTRACTOR will be billed for the materials, labor, and equipment required to correct the malfunction andlor damage, D. The CONTRACTOR shall guarantee all his work against defects due to poor workmanship or materiais as specified in the Contract Documents. 3.03 - Concrete Bases For Poles And Controller A. Concrete bases for poles and controllers shall conform to the plans and Section 2403 of the Iowa DOT Standard Specifications. B. Excavations for bases shall be made in a neat and workmanlike manner. Whenever the excavation is irregular, forms shall be used to provide the proper dimensions of the foundations beiow grade, Construction of the bases may require hand excavation to verify location of utilities. C. The material for the forms shall be of sufficient thickness to prevent warping or other defiections from the specified pattern. The forms shall be set level and means shan 'be provided for holding them rigidly in place while the concrete is being placed. W~ locatea; in a continuous sidewalk area, the top of the pole bases shall be set fiush with tti!=~wafif;or __c_ pavement surface. c_' co' " ,.-!,_, f".) -- D. All reinforcing bars, conduits, ground rods, and anchor bolts shall be installed rigldlyin plaa:e before concrete is placed in the forms. Cap and protect conduit ends before placinR{:oncr~. ! 1 ., - . j I ~.~ .-..- /-'- N TS-27 "- .. .,~. .....-;, Match 15, 2@r:1 E. Anchor bolts for the signal poles or the controller shall be set in place by means of a template constructed to space the anchor rods in accordance with the manufacturer's requirements. The top of the bolts shall not vary more than 1/4 inch. The center of the template and the center of the concrete base shall coincide unless the ENGINEER directs otherwise. F. The top of the base shall be finished level and the top edges shall be rounded with an edger having a radius of 1/2 inch. The exposed surface of the base shall have a wood floated surface finish. Exposed concrete surfaces shall be cured using white-pigmented curing compound or plastic film meeting the requirements of Article 4106.02 of the Iowa DOT Standard Specifications. G. The bottom of the foundations and bases shall rest securely on firm undisturbed ground. Where the foundation or base cannot be constructed as shown on the plans because of an obstruction, the CONTRACTOR shall use other effective methods of supporting the pole as may be designated by the ENGINEER. H. After the concrete is placed in the form, it shall be vibrated with a high-frequency vibrator to eliminate all voids. I. After the foundation or base has been poured, absolutely no modification of any sort may be made. If the anchor bolts, conduit, or any part of the foundation or base is installed in an incorrect manner as determined by the ENGINEER, the entire foundation or base shall be removed and a new foundation or base installed. The CONTRACTOR shall bear all costs of replacing work deemed unsatisfactory by the ENGINEER. J. Unless otherwise specified, anchor bolts for poles where arms are to be perpendicular to the centerline of the street shall be Installed so that a line through the center of one anchor bolt farthest from the curb and extended through the center of the adjacent anchor bolt closest to the curb will be perpendicular to the centerline of the street to within two degrees of arc unless otherwise specified. K. Prior to setting poles, the anchor bolts shall be covered in such a manner as to protect them against damage and to protect the public from possible injury. L. Each base location shall be approved by the ENGINEER prior to construction. Base dimensions shown on the plans are minimum dimensions and based on stable soil conditions. Should extremely loose or sandy soil be encountered, the CONTRACTOR shall contact the ENGINEER for necessary base alterations, M. Where shown on the plans, the CONTRACTOR shall remove the top of existing mast arm footings, anchor bolts, and conduits to 36" below the existing top of curb or edge of pavement elevation. Waste materials shall be removed from the site and disposed in accordance with local regulations. Backfilling for the removal shall be performed with mechanical compaction equipment meeting the requirements for backfilling conduit. The upper 6" of the removal area, if outside the proposed pavement, shall be backfilled with black dirt. 3.04 - Handholes A. Handholes shall be either built in place in an excavation made in a neat workmanlike manner or shall be a precast unit conforming to the requirernents of the plans. B. When the use of forms is required, they shall be set level and of sufficient thickness to prevent warping or other deflections from the specified pattern. A means shall be provided for holding them rigidly in place while the concrete is being placed. C. The ends of all conduit leading into the handhole shall fit approximately 2 inches beyond the ':? i~de wall. A drain conforming to the dimensions shown on the plans shall be constructed in .. t." bottom of the hand hole unless otherwise speCIfied. (';,J './' ._:-;:r , --'- D. 'I"~<1mes and covers for hand holes shall be set flush with the sidewalk or pavement surface. .'- , i \"/hen installed in an earth shoulder away frorn the pavement edge, the top surface of the 0.1 hand hole shall be approximately one inch above the surface of ground. When constructed in --,--- C..J uopaved driveways, the top surface of the handhole shall be level with the surface of the L. 1,. (jrjlleway. ;'.:: E. :"Ali~onduit openings in the hand holes shall be sealed with an approved sealing compound ,. af\et the cables are in place. This compound shall be a readily workable soft plastic, It shall be workabie at temperatures as low as 30 degrees F, and shall not melt or run at temperatures as high as 300 degrees Plastic loop handhole construction shall meet the TS-28 March 15, 2004 requirements for the precast hand hole detail in the plans except that cable hooks will not be required. Openings for conduit access shall be drilled to match the outside diameter qf the conduit. 5 Grout conduit access after installing conduit. <.:.)'1 F. :~~ ':-:'1 G. Install galvanized cable hooks if not precast with the handhole, '-.;'- N -- 3.05 - Conduit i-.....) --~~ ; t A. Conduit shall be placed as shown on the plans. .. ---1 - . I - B. Unless approved by the ENGINEER, conduit shall be installed without chan9~.Ip~dir€\l:lion directly from one structure to another, Change in direction may be allowe~or phy~al restrictions such as right-of-way restrictions, utilities, location of roadway slop s, retrofllltng existing conduit stubs, and certain short sections of conduits. C. Nipples shall be used to eliminate cutting and threading where short lengths of conduit are required, Where it is necessary to cut and thread steel conduit, exposed threads will be field galvanized. D. All conduit and fittings shall be free from burrs and rough places, Standard manufactured elbows, nipples, tees, reducers, bends, couplings, union, etc. of the same materials and treatment as the straight conduit pipe shall be tightly connected to the conduit. E. All conduit ends shall be provided with a bushing to protect the cable from abrasion, except for open ends of conduit being placed for future use. Bushings shall have grounding fittings which shall be connected to the grounding system by a #6 ground wire as contained in these specifications. F. All conduit placed for future use shall be threaded and capped with threaded metal pipe caps. G. All conduits shall drain, except for specific locations approved by the ENGINEER. CONTRACTOR will not be allowed to bend conduits upward to accomplish the conduit clearances shown on the handhole details. 3.06 . Trenching And Backfilling For Traffic Signals A. Secure written approval of the City prior to any trenching or excavation within the drip line of any tree. B. Trenches shall be excavated to such depth as necessary to provide 12 inch to 18 inch cover over the conduit. All cinders, broken concrete or other hard abrasive materials shall be removed and shall not be used for backfill. The trench shall be free of such materials before the conduit is placed. No conduit shall be placed prior to inspection of the trench by the ENGINEER. C. All trenches shall be backfilled as soon as possible after installation of conduit. Backfill material shall be deposited in the trench in layers not to exceed 6 inches in depth and each layer shall be thoroughly compacted before the next layer is placed. Hard materials shall not be placed within 6 inches of the conduit. D. Whenever excavation is made across parkways, gravel driveways, or sodded areas, the sod, topsoil, crushed stone and gravel shall be replaced or restored as neariy as possible to its original condition and the whole area involved shall be left in a neat and presentable condition. Concrete sidewalk pavements, and base courses and bituminous surfaces shall be replaced with new materials and the cost shall be incidental to the work. 3.07 . Pushed Conduit A. It is intended that all conduit be placed without disturbing the existing pavement, and the term "pushed" is used. "Pushed" conduit shall be placed by jacking, pushing, boring or any other means necessary to place the conduit without cutting or removing pavement. B. Removal of pavement will require prior approval of the ENGINEER. Replacement of removed pavement will be done according to plan details and no additional payment will be made. C. Plan quantities for pushed conduit include at least two feet of pushed conduit behind each curb. D. The maximum conduit depth at hand holes for all conduits, including pushed conduit, is as shown on the plans. CONTRACTOR must push a mole (without conduit) at least four (4) times before consideration will be given to allowing an upward bend in the conduit. TS-29 March 15, 2004 3.08 - Electrical A. All conductor cable combinations shall be shown on the plans. No substitutions will be permitted, Each signal head shall be wired separately from the handhole compartment in the pole base to the signal head. B. The signal cable color codes shall be as follows: Pedestrian Siqnals 5 Section Traffic Siqnals Walk- Green Green Ball - Green Don't Walk - Red Yellow Ball - Orange Sig. Common - White Red Ball - Red Pushbutton - Black Green Arrow - Blue PB Common - W/BK Yellow Arrow- Black Sig. Common - White & W/BK 3 Section Traffic Siqnals Green Ball - Green Yellow Ball- Black Red Ball - Red Sig. Common - White C. One electrical splice in the handhole compartment of the pole base will be allowed for the signal circuit wiring. All signal circuit cable runs shall be one continuous length of cable from the connections made in the hand hole compartment of the signal pole bases to the terminal compartment in the controller base. Street lights will be fused with a 5 amp fuse in each pole base using a Type HEB-AA Fuseholder. D. Conductor groupings and splicings may be made in the terminal compartment in the controller cabinet. E. The loop detector lead-in cable shall be one continuous length of cable from the terminal compartment of the controller cabinet to a splice made with the loop detector wires in the first hand hole or pole base handhole compartment provided adjacent to the loop detector. Detaiis of the loop detector splices are shown on the plans. F. Cables shall be pulled through conduit by means of a cable grip designed to provide a firm hold upon the exterior covering of the cable or cables, with a minimum of dragging on the ground or pavement. This shall be accomplished by means of reels mounted on jacks or other suitable devices, Frame-mounted pulleys, or other suitable devices shall be used for pulling the cable out of conduits into handholes. Only vegetable lubricants may be used to facilitate the pulling of cable. Contractor shall leave a pull string in each conduit. G. Each signal cable shall be identified with an identification tie in the controller cabinet, handholes, pole base handhole, pedestal hand hole and at any splice or junction location. Identification ties shall be provided both on the cable from the controller and the cables leading to the heads for a splice in a pole base hand hole. Ties shall be of an opaque nylon material arranged to include a marker board, non-releasing holding device, and cable fastening tall. The marking board shall be not less than 3/8 inch wide by 3/4 inch long, and 25 mils thick, roughened on one side to hold permanent black nylon marking ink from a pen. Identification shall be permanent and water-proof. Once installed, the tie shall not be Cl re':J,Ovable except by cutting it loose from the cable. -- Idelijification ties shall be marked as follows: s:;l -~ (,-. .. 'Heads Head number, number of sections .- C.,,1 190PS Loop number, direction and location (stop lines, advance, or left turn c-~l loop) .'-" ' E!'~destrian, Location, street crossing ..-- ~h Button ...".' TS-30 March 15, 2004 In addition, the cables shall be identified in each hand hole and at the pole bases using colored tape as follows: 1 tape = Left turn signal; 2 tape = Through signals; 3 tape = Right turn signal. Tapes shall be color coded as follows: Blue = NE Corner; Orange = Southeast Corner; Yellow = Southwest Corner; Green = Northwest Corner. Video cable tapes shall be similarly color coded. H. Cable slack shall be as follows: t.;(:C , , four feet in hand holes N .,-- two feet in signal bases \",.) , \ two feet in the terminal compartment of the controller base -r ......,> No slack will be allowed in the loop detector lead-in cable after the initial splice. _I, ~ 1. Connectors shall be of the proper size for the number and size of the wires being'~nnectecb Y" 0"\ J. Wire ends must be thoroughly cleaned after the insulation is stripped off to insure complete contact with another wire, or the connector. If strands are damaged when the insulation is removed, the section of the cable must be discarded. Nicked or damaged conductor strands will not be permitted inside of connectors, Loose wire ends shall not be used as "shims" to make a connection. K. Electrical tape shall not be applied to the finished connections. Signal cable insulation shall extend beneath the insulated portion of the connector. Any connection with exposed bare wire shall be redone by the CONTRACTOR. L. Covered connections must be arranged so that they will not be in contact with the metal poles. Connections in the poles shall be pointed up to prevent accumulation of moisture in the connection. M. Loop detector splices shall be capable of satisfactory operations under continuous immersion in water. N. Cable connections in signal heads and controller cabinets shall be made at the terminal blocks provided for this purpose. All stranded wires inserted under a binder head screw shall be equipped with a solderless pressure type spade connector with a pre-insulated shank. All solid wire shall have an eye and shall not have a terminal connector. O. Service cable shall be continuous from the disconnect switch located on the service pole to the terminal compartment of the controller cabinet. P. Interconnect cable shall be continuous from controller to controller. Q, A tracer wire shall be installed In all conduits with signal cables, detector lead-in cables, or communication cables. The tracer wire shall be identified in the controller cabinet, hand holes, and poles by means of identification tags. The tracer wire shall be spliced in the handholes to form a continuous network, 3.09 .. Pole Erection A. All poles are to be erected vertically and securely bolted to the cast-in-place concrete foundations at the locations shown on the plans. B. Leveling shall be accomplished by the use of nuts on each anchor bolt. One nut shall be turned on each anchor bolt and the pole placed in position on these nuts, The top nuts shall then be placed loosely and the pole adjusted to the vertical position by adjusting both the upper and lower nuts. C. After the pole is securely fastened, install metal strips in the area between the pole and the base, The metal strips and the method of attachment shall be approved by the ENGINEER. D. Each pole shall be grounded from the pole to the foundation ground rod by a No.6 AWG bare copper ground wire, E. Poles shall be placed so that modifications andlor attachments are correctly oriented, as indicated on the plans. F, The foundations must be given seven days to cure before poles are erected. The center of the poles are to be set back from the curb, a distance shown on the plans, Poies shall be erected so that they are plumb with traffic signals installed, in line, and all the same relative TS-31 March 15, 2004 height above the centerline of the street and with the mast arms correctly oriented as shown on the plans. G. Poles must be erected so that they are plumb with traffic signal heads. The manufacturer recommendation for raking should be observed when setting the pole to assure that it is plumb when the load is applied. H. Mast arm assemblies shall be furnished and installed by the CONTRACTOR. When pre-used painted mast arm assemblies are specified, the CONTRACTOR shall prime and paint the mast arm assemblies with the following method: 1. Remove all rust, scale, and loose paint from the surface by sanding or power tool cleaning (SSPC-SP-3). CONTRACTOR to use care when power tool cleaning to avoid burning, polishing, or grinding surface dirt into the existing paint surface. Hand tool cleaning (SSPC-SP-2) will be allowed only in areas accessible to power tool cleaning. 2. Remove all chalking, dirt, and other foreign material from the entire surface by application of petroleum solvent (i.e. paint thinner, mineral spirits, etc.) and wiping the entire surface with clean rags, 3. All bare metal surfaces exposed by the cleaning operation shall be spot primed the same day to avoid flash rusting, 4. After the primed areas have dried, apply one coat of finish paint. 5. Primer and paint must be approved by the ENGINEER. 3.10 - Loop Detectors A. Loop detectors shall be installed in accordance with the plans. Adjustments in the locations shall be made to minimize the location of the loop wire across construction joints. Locations of the loops shall be subject to the approval of the ENGINEER. The cabinet end of the cable shall be clearly tagged identifying the loop, B. The slot for the loop shall be constructed as per plan. The slot shall be completely clean of all loose debris and have a smooth bottom. C. New PCC pavement shall not be sawed until seven days after pour unless approved by ENGINEER. D, Loop detectors shall be connected to the controller with shielded cable. No splices will be allowed in this cable. E. Upon completing the loop installation in the field cabinet and prior to sealing the loop in the pavement, the CONTRACTOR shall notify the ENGINEER who may meter the loops by test instruments capable of measuring electrical values of installed loop wires and lead-ins to measure induced AC voltage, inductance in microhenries, high-low "0" indication, leakage resistance in megaohms, and the resistance of the conductors in ohms. 1. An acceptable load installation shall be defined as follows: a) Induced voltage test: c' 4 No deflection on the pointer of a volt meter -' '1>) Inductance: ~~ The inductance reading on the loop tester is approximately the calculated value or '---~. with approval of the ENGINEER is between 100 mh and 200 mh, ('1 > 'c) Loop 0: (...J '.. ,;, Deflection of the pointer to the upper side of the scale, .. 'jit~: Leakage to Ground: l..__.!____ .,..-- ;2 Deflection of the pointer to above 100 megaohms. ,,-') e) Loop Resistance: The resistance reading on an ohm meter is approximately the calculated value, 2. An unacceptable loop installation shall be defined as follows: a) Inductance: The inductance reading is below 90 mh or above 250 mho b) Leakage to Ground: TS-32 March 15, 2004 Deflection of the pointer to below 100 megaohms. c) Loop Resistance: The resistance reading is 50% more than calculated, 3.11 - Signals A. All signal faces and indicators shall be furnished by the CONTRACTOR and installed as shown on the plans. Pole mounted signal heads and pedestrian push buttons are shown on the plans and schematic drawings in schematic form only. Pole mounted signal heads are generally intended to be mounted on the face of pole with respect to oncoming traffic, (See Signal Head Mounting Details.) Modifications to this are required when the view of the pole mounted signal indication is blocked. (See Paragraph 3.11 E). Pedestrian push buttons shall be installed on the face of the pole in 90. increments with respect to the mast arm. The push button shall be located on the pole face so the arrow on the Rl0-4 sign directs pedestrians to the appropriate crosswalk. B. All optically limited signal heads shall be properly masked to limit their fieid of view as directed by the ENGINEER. C. Backplates shall be installed and properly secured for the traffic signal heads, D. All signal heads shall be kept securely covered until such time as the signals are put into operation. E. The location of signal heads in which the view of the indications is blocked or partially blocked by utility poles, trees or other physical obstructions shall be adjusted to a location approved by the ENGINEER. Standard heights and locations shown on the plans are typical for unobstructed locations. Signal heads installed without approval of the ENGINEER, which in the opinion of the ENGINEER are obstructed, shall be relocated at the CONTRACTOR's expense. Holes in the poles due to this signal relocation shall be plugged in a manner acceptable to the ENGINEER. 3.12 - Controller A. The controller cabinet shall be mounted with the back of the cabinet toward the intersection such that the signal heads can be viewed while facing the controller. B. All field wiring must be directly attached to the wiring lugs. Attachment of wiring shall be in a neat and workmanlike manner. All connections at the controller shall be done by City Traffic Engineering personnel. C. All conduit openings in the controller cabinet shall be sealed with an approved sealing compound. This compound shall be a readily workable at temperatures as low as 30 degrees F and shall not melt or run at temperatures as high as 300 degrees F. D. All wiring diagrams, service manuals, instructions for installing and maintaining the equipment and advice as to timing and operation shall be delivered to the ENGINEER in good condition. E. The ENGINEER or his representative shall inspect the installation before activation and shall be present at the time the controller is activated to assure that the controller is installed in accordance with the manufacturer's recommendations. 3.13 - Ground Rods A. Ground wires shall be connected to ground rods with one piece nonferrous clamps which employ set screws as tightening devices. Connections to ground rods need not be taped. B. Each steel pole or pedestal shall be firmly connected to the ground rod provided, by means of the grounding terminal specified in these special provisions. Placing the ground wire under an anchor bolt nut, anchor bolt cover, or similar device will not be permitted. 3,14 - Equipment Testing C) ,,-'--,. "'"--::; -'." ~'l ro-" ._-~ r,-" ..._-~ -, j '0. ----'1 . .",' TS-33 /",- ['.) M&ch 15, g004 cr... A. The result of all testing shall be recorded along with date of test, name of person performing test, brand name, model number, serial number of equipment used during test, and any other pertinent information and data. B. When the CONTRACTOR's work is complete and the project is open to normal traffic, the CONTRACTOR shall notify the ENGINEER in writing the date the signal will be ready for testing, C. Initial traffic signal timings and timing adjustments will be performed by the ENGINEER. D. Upon concurrence of the ENGINEER, the CONTRACTOR shall place any signal in operation for a consecutive 3D-day test period. Any failure or malfunction of the equipment supplied or installation performed by the CONTRACTOR shall be corrected at the CONTRACTOR's expense and the signal tested for an additional 30 consecutive day period. This procedure shall be repeated until the signal equipment has operated satisfactorily for 30 consecutive days. E. If the signal is to operate independently of other signals or signal systems, it shall be tested as a single installation. F. If the signal is part of a system, the test period shall not be started until all signals in the system are ready to be tested. The system shall be tested as a unit. G, The CONTRACTOR shall initiate correction of any failure malfunction of the signal installation within 24 hours of notification by the ENGINEER. The ENGINEER will correct any failure or malfunction of the signal installation not investigated by the CONTRACTOR within the above time period, and will deduct its expenses from the CONTRACTOR's finai payment. H. Ground testing shall confo'rm to Section 2523.21 of the Iowa DOT Standard Specifications for Highway and Bridge Construction. 3.15 - Clean-Up A. Upon completion of the work in this Section, remove from the site all rubbish, trash debris resulting from operations. Leave the site in a neat and orderly condition, (::) <( -.- -, ~~ -t,; .- o.- c~_: --.. C',J II L.."..,"- -.-- TS-34 March 15, 2004 PART 4 - METHOD OF MEASUREMENT AND BASIS OF PAYMENT 4.01 - Method of Measurement Payment for Traffic Signalization and for Advance Detection System will be as follows: A. This item will be the lump sum for Traffic Signalization, B. Advance Loop Detection System, This item will be lump sum for the advance detection system. 4.02 - Basis of Payment A. Payment for Traffic Signalization shall be full compensation for supplying all equipment, labor, and materials necessary to install, erect, and operate a complete, fully functional traffic signal system, including but not limited to traffic signal poles, mast arms, bases, signal lights, luminaires on combination street IighVsignal poles, wiring, conduits, hand holes, controllers, cabinets, coordination with utilities, video detection system, testing, and all other miscellaneous hardware, software or any other items necessary to complete the traffic signal system in place. This item specifically excludes the Advance Loop Detection system described in the following item. B. Payment for Advance Loop Detection System shall be full compensation for supplying all equipment, labor, and materials necessary to install all conduit and handholes required for the advance loop detectors shown in the plans. This system includes inductive loops installed in the pavement, loop wiring, loop conduit, PVC handholes, loop sealant, loop detector units in the traffic signal cabinet, system testing, and all other materials and hardware necessary for a fully functional Advance Loop Detection system in place. END OF SPECIAL PROVISION '.:." -.---.\ 1 ,," __n ,,,, -_..-~ Ii --I') .---; ) < N - C) ):;~ CI' TS-35 March 15, 2004 WATER DISTRIBUTION Iowa City Specification Section 2660 PART 1 . GENERAL 1.01 SUMMARY: A. Fumish, install and test water distribution system as indicated and specified. 1.02 REFERENCES: A This specification references the following documents, In their latest edition, the referenced documents form a part of this specification to the extent specified herein. In case of conflict, the requirements of this specification shall prevail. One copy of all references marked with a - 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 Iowa City Water Division at cost plus 15%. B, City of Iowa City Water Division 1. Reference Manual C. American National Standards Institute and American Water Works Combined Standards: 1. ANSIIAWWA-Cl04/A21.4: Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for Water 2. ANSIIAWWA-C105/A21.5: Polyethylene Encasement for Ductile-Iron Pipe Systems 3, ANSIIAWWA-Cl10/A21.10: Ductile-Iron and Gray-Iron Fittings, 3-inch through 48- inch, for Water and Other Liquids 4. ANSIIAWWA-C111/A21.11: Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings 5. ANSIIAWWA-C150/A21.50: Thickness Design of Ductile-Iron Pipe 6. ANSIIAWWA-C151/A21.51: Ductile-Iron Pipe. Centrifugally Cast, for Water or Other Liquids 7. ANSIIAWWA-C153/A21.53: Ductile-Iron Compact Fittings, 3-inch ~gh 24Htjch, and 54-inch through 64-inch for Water Service :": ?: ,- ."- -,"1 8. ANSIIAWWA C502: Dry-Barrel Fire Hydrants f'.) ._--~ ['~J 9. ANSIIAWWA C504: Rubber.Seated ButterfiyValves ---~1 -:':J ' , ,~,..j 10, AWWA C509: Resilient-Seated Gate Valves for Water Supply Servicet~ ~." r",) ):> '...... 11. ANSIIAWWA C510 Double Check Valve Backflow-Prevention Assembly C\ 12. ANSIIAWWA C511 Reduced-Pressure Principal Backflow-Prevention Assembly 13. ANSI/AWW A C550: Protective Epoxy Interior Coatings for Valves and Hydrants M:1lOO3_PROJECTS\I03.0827\Corah1l1e Specs_Road Proj<<:t\CCR spec section WM,doc WD-l <:::> :"-(,14. ANSI/AWWA C600***: Installation of Ductile-Iron Water Mains and Their Appurte- -- c.:.\ ~ ~ ~~,:-; nances , " .\ ". is. ANSIIAWWA C651-*: Disinfecting Water Mains . ('1 ,_._.i' ...-- - , '16. ANSIIAWWA C900: Polyvinyl Chloride (PVC) Pressure Pipe. 4-inch through 12-inch ,~ for Water Distribution -"-- ~'. (-', ''D. AA1erican Water Works Association: 1. AWWA Manual M23-*: PVC Pipe-Design and Installation 2. AWWA Manual MH***: Installation, Field Testing, and Maintenance of Fire Hydrants E. American Society for Testing Materials: 1. ASTM D2241 F, Manufacturers Standardization Society: 1. MSS-SP-58 Pipe Hangers and Supports, Materials Design and Manufacture 2. MSS-SP-69 Pipe Hangers and Supports Selection and Application G. Un i-Bell PVC Pipe Association: 1. UNI-B-3-88 Recommended Practice for the Installation of Polyvinyl Chloride (PVC) Pressure Pipe (nominal diameters 4-36 inch) complying with AWWA Standard C- 900 or C-905. 1.03 SUBMITTALS: A Submit to the Engineer the following drawings or details for approval prior to installation. One copy of each with the approval stamp shall be kept at the work site at all times. B. Shop and Working Drawings: 1. Pipe layout with valves, fittings and hydrants shown 2. Valves 3, Hydrants 4. Fittings 5. Bolts 6, Joints 7. Tapping sieeves, couplings, and special piping materials, 8, Polyethylene 9. Thrust block designs and details 10. Special backfill C. Certificates: Sworn certificates of shop tests showing compliance with appropriate standard M\200J ]ROJECT$\IOJ.0827\Coralvillc: Specs_Road ProjectlCCR spec section WM.doc WD-2 for all piping materials. D. Manufacturer's Literature: 1. Catalog cuts of joints, couplings, hamesses, expansion joints, gaskets, fasteners and other accessories. 2. Brochures and technical data and coatings and linings and proposed method of application. E. Plans for initial operations and final operations: Special prepared drawings and typed list of sequences of steps are needed prior to any operation of water distribution system. Submit 2 weeks prior to date of planned operation. 1.04 QUALITY ASSURANCE: A. Engineer reserves the right to inspect and test by independent service at manufacturer's plant or elsewhere at Engineer's expense. B. Contractor shall conduct visual inspection before installation, 1.05 TIME: A. Time is of the essence for water main construction work. All work which requires shutdown of active water mains must be completed as quickly as possible to minimize inconvenience to the consumers and risk to the community. B. Amount of advance notice required to the Iowa City Water Division when materials or services are supplied by the Division are listed below. Serve notice to the Water Division at 356-5160. 1. For tapping service, provide 24 hours notice. 2. For notice to customers of disruption of water service, provide 48 hours notice. 3. For review, comments, and approval of plans of operation, provide 3 days notice, 4. For locations of underground facilities, provide 48 hours notice. PART 2 - PRODUCTS 2.01 All products used for this work shall be from the list of "Accepted Products for Water Distribution Materials" contained in the Iowa City Water Division Reference Manual and found in Appendix A- If there is a discrepancy between the Iowa City Water Division Reference Manual and Appendix A,:the Iowa City Water Division Reference Manual prevails. ';:C: ," ': : 2.02 DUCTILE-IRON PIPE: t<) ('.) ; A. Thickness design shall conform to ANSIIAWWA C150/A21.50. ,-,.. ' , _..- ... B. Manufacture shall conform to ANSIIAWWA C151/A21.51, /-, j'y c-:; c'-'\ C. Thickness for direct bury piping, unless otherwise indicated or specified, shall be class 52'. D. Thickness for pipe suspended from structures and bolted or restrained joint pipe, unless otherwise indicated or specified, shall be class 53. E. Cement mortar lining shall conform to ANSIIAWWA Cl04/A21.4, M:UOOJ_PROJECTS\I03.0827\CondWIe Specs_Road Project\CCR spec:: seaion WM,doc WD-3 2.03 DUCTILE-IRON PIPE JOINTS: A. Single rubber-gasket push-on joints or mechanical joints conforming to ANSI/AWWA Clll/A21,ll, Fumish with all necessary hardware and gaskets, B. Bell-and-spigot pipe joints conforming to ANSI A21,6 or ANSI A21.8. C. For bolted/restrained mechanical joint, use Griffin Bolt-Lok restrained joint or approved equal. D. For unbolted/restrained mechanical joint, use Griffin Snap-Lok restrained joint or approved equal. E. Do not use drilled & tapped retainer glands. F. Plain end of push-on pipe factory machined to a true circle and chamfered to facilitate fitting gasket. 2.04 POL YVlNYL CHLORIDE PIPE: A. Pipe shall conform to ANSIIAWWA C900 and shall be thickness class DR 18 (Class 150). All pipe shall have the same outside dimensions as ductile-iron pipe. PVC pipe materials are only allowed in sizes 6 to 10 inch diameter. B, PVC pipe materials shall not be used in any area where there is likelihood the pipe will be exposed to concentrations of pollutants comprised of low molecular weight petroleum products or organic solvents or vapors, C. PVC pipe shall not be installed under public roadways and shall not be used around cul-de- sacs or other small radius curves. 2.05 FITTINGS: A. All fittings shall conform to ANSIIAWWA Cll0/A21,10, with pressure rating of Class 250. B. Mechanical-joint fittings shall be ductile iron compact ANSI/AWWA C153/A21.53 or ductile standard ANSIIAWWA Cll0/A21.10. Large fittings, 12-inch through 20-inch shall be ductile iron standard ANSIIAWWA Cll0/A21.10. Swivel tees shall be ductile iron standard ANSIIAWWA Cll0.A21.10. Where ductile iron is not available (i.e" offsets), cast iron standard ANSIIAWWA Cll0/A21.10 shall be provided, C, All fittings shall be bituminous coated inside and outside and shall be fumished complete with necessary accessories including plain rubber gaskets, ductile iron glands, NSS Cor- Blue bolts and nuts. Verify the gasket seats are not made irregular by improper application of the lining materials. C) .-(' 2.06-- VALve"S & VALVE BOXES: (~ ---:. :.~~:" ..- - ~ "'A. Gate valves shall conform to ANSI/AWWA C509. L..'.._ C"J ,1'. Valves shall be full line size gate valves with epoxy coating inside and outside and -- C-.J \ contain stainless steel nuts and bolts. (.J ""::~'" , r';, 2) Valve bodies shall be ductile iron or cast iron. Working pressure of the valve shall be at least 200 psi and gaskets rated at 250 psi. 3. Valves shall have a standard 2-inch square operating nut and shall open left. M,\2003 ]ROJECI'SiI03.0827'\OJra1vi11e Speo;:s_Road Projca\CCR spec sa:tion WM.OOc WD-4 4. Valves shall be capable of being repacked or replacing o-rings under pressure. 5, Valves are to be non-rising stem with the stem, nut and thrust collar made of bonze. B. Butterfly valves shall conform to ANSIIAWW A C504, for buried service, Class 150B. 1. Valve seat to be installed on disk or valve body. 2. Butterfly valves shall not be utilized in sizes smaller than 16", unless so noted on the plans. 3. Working pressure of the valve shall be at least 150 psi. 4. Valves shall be short body pattem with mechanical joint ends. 5. Shaft seals shall be o-ring type. 6. Valve shall have manual operator with a 2" square operating nut for operation of the valve and shall open left. 7. All interior and exterior cast iron, ductile iron or steel surfaces shall be painted with an epoxy coating and contain stainless steel bolts and nuts. C, Tapping Valves shall be as specified for resilient-seated gate valves with the exception that one end shall be mechanical joint and the other end shall be flanged to match the tapping sleeve and shall have oversize seat rings to permit entry of the tapping machine cutters. 1. Tapping valves be 175 psi minimum working pressure. 2. Valves shall be epoxy coated inside and outside with stainless nuts and bolts. 3. Vaives shall be fumished with all joint accessories. D. Valve Boxes shall be 2-piece or 3-piece slip type, range 51" to 71", Use lids marked "water". 2.07 HYDRANTS: Specification standard: ANSIIAWWA Standard C502 Type of shutoff: Compression Type of construction: Break flange or break bolt above the ground line and a breakaway stem connection. All bolts to be stainless steel. Main valve opening: 4% inches for 12" water main and under 5% inches for 16" water main and above Nozzle arrangement 3 nozzle, two 2%..inch hose nozzles and one 4%-inch pumper and size nozzle, with caps attached with chains ,"- ~~~r", ('.J_ Nozzle thread: National Standard Hose Threads 'il Type of inlet connection: Mechanical Joint r,_) ..-_.... l"J ----, ,", : ; Size of inlet connection: 6 inch - .,' ~ , .J -~ ,,- f"_) Depth of bury shall be 6 feet -,~ Depth of bury: ~. .~: ~? G" M:\200l]ROJECTS\I03.082T1CoraIviIIe SpeaI_Road Projo:a\CCR spec scaion WM.drx: WO-5 ._---~---~ Direction of opening: Open to right (clockwise) Packing: Conventional or O-Ring Size and shape of operating 1 Yo inch, standard pentagon nut: Working pressure: 250 psi Color: Safety Red 2.08 SPECIAL RTTINGS: A. Special pipe fittings must be approved by the Engineer, B. Special fittings must be the same diameter, thickness and pressure class as standard fittings. C, Special fittings may be manufactured to meet requirements of same specifications as standard fittings except for laying length and types of end connection. D, Full Body Tapping Sleeves: 1. Shall be mechanical joint, split construction with end gaskets, manufactured to fit cast iron or ductile iron pipe. Branch shall have a flange fitting to match the tapping valve. 2, Shall meet the OD requirements for Class A, 8, C, or D pit cast pipe, 3. Shall be fumished complete with all accessories. 4. Required for 12" and larger pipe or under paving. 5. Shall have stainless steel or NSS Cor-Blue nuts and bolts. E. Stainless Steel Tapping Sleeves: 1, Shall be epoxy coated with ductile-iron flange and stainless steel bolts. 2. Shall meet the OD requirements for ciass A, B, C, or D pit cast pipe. Q ",(3. Shall be furnished complete with all accessories, -- S:J i:~~3. Shall be compatible with Mueller, Clow, Kennedy, or U.S. Pipe . ~- F. ~ ,,$tainless Steel Repair Clamps: C"'_~ ,. ..- c'-J All stainless steel, single section, double section, or triple section, depending .1: .'-- C) upon size of main. 2. Shall have stainless steel bolts and nuts. 2.09 GASKETS, SOL TS, AND NUTS: A. Mechanical joints made with: 1. Bolts: 3/4 inch NSS Cor-BLUE. M:\2003 _PROJECTS\I03.0827\Cora1vi1Je Speal~Road Project\CCR spec section WM.doc WD-6 2. Stainless steel bolt studs with nut on each end. B. All thread rod used to restrain fittings shall be stainless steel and 3/4" diameter. 2.10 LOCATION WIRE: A. Location wire shall be #12 solid copper, THHN insulation in yellow or orange color. 2.11 LUMBER: A. Lumber for bracing or supports shall be hardwood (i.e. oak or maple). Do not use creosoted lumber in contact with piping materials. 2.12 WATER: A. Reasonable amounts of water will be provided for use in the final operations of water main flushing, disinfection and testing. Prior notice must be given to the Water Division. B. Contractor will not be charged for the water used as long as there is reasonable care to control and conserve the rate and volume used. If there is waste or carelessness, Contractor will be charged for water. PART 3 - EXECUTION 3.01 REFERENCES AND DOCUMENTS: A. Contractor must have all required documents on the site before commencing with the work. B. Valves, fittings, hydrants and ductile-iron pipe shall be installed in accordance with ANSI/AWW A C600 except as noted herein. C, PVC pipe must be furnished and installed in accordance with AWW A M23 and Uni-Bell PVC Pipe Association UNI-B-3-88 except as noted herein. D. Contractor must prepare and retain a set of "as-built" drawings on the job site with aOG~rate and current information on the location of all vaives, pipe and special const@.e:tion fe<llQres. Examples of special buried features would be: .~,: -, 1. Offsets in alignment. C0 -'-'" .- :-",) 2. Changes in depth, depth greater than 8 feet or less than 5 feet. -"-'I 3. Special fittings or construction materials. ~ ". " J') 3.02 RECEMNG, STORAGE AND HANDLING: i-:o. C) ~ c.n A. The Engineer may mark materials which are found on the job site and which are determined to be defective or not approved. The marking may be done with spray paint. The Contractor shall promptly remove defective or unapproved materials from the site. B. While unloading PVC piping materials: 1. Do not allow the pipe units to strike anything, 2. Do not handle pipe units with individual chains or single cables, even if padded. 3. Do not attach cables to pipe unit frames or banding for lifting. C, Within the "Storage" language of AWWA M23, change "should" to "shall." M:12OO3]ROJEcr5\I030827\ConivJlIc Specs_Road Project\CCR spec SCI:tion WM.doc WO-7 --~- D, Within the "Handling" language of AWWA M23, change "should" to "shall." 3.03 LOCA TION, ALIGNMENT, SEPARA TION & GRADE: A. Water mains, valves, hydrants, and special fittings shall be installed in the locations shown on the plans or as directed by the Engineer. B. Contractor shall have all buried utilities located by the 1-800-0NE-CALL service and shall do exploratory excavation as necessary to determine specific conflicts between existing utilities and new water main. No extra compensation will be allowed for the exploratory excavations. C. Water main shall be installed a minimum depth of cover of 5% feet. The maximum depth shall not exceed 7 feet without the approval of the Engineer. D. Water mains crossing sewer services, storm sewers or sanitary sewers shall be laid to provide a separation of at least 18 inches between the bottom of the water main and the top of the sewer. Where local conditions prevent this vertical separation, the water main shall not be placed closer than 6 inches above a sewer or 18 inches below a sewer under any circumstances, Additionally, one full length of water pipe crossing the sewer shall be centered at the point of crossing so that the water pipe joints will be equal distance as far as possible from the sewer. The water and sewer pipes must be adequately supported and have pressure tight joints. A low permeability soil shall be used for backfill material within 10 feet of the point of crossing. E. No water pipe shall pass through or come in contact with any part of a sewer manhole. A minimum horizontal separation of 3 feet shall be maintained. F. All PVC water main and ductile iron water main with greater than 400 feet between features that extend to the surface (such as hydrants or valve boxes) shall be marked with a wire for the entire length to make electronic location possible, 1. The wire shall be installed continuously as the pipe is backfilled. The wire shall be fixed to the side of the pipe at a position of 2 o'ciock or 10 o'clock and attached with duct tape every 5 feet. 2. The insulation shall be protected to prevent accidental grounding, Make few splices Cl <( and splice the wire together using a Twister DB Plus Wire Connector. - '~~,::l ~']. Bring the wire to the ground surface at each fire hydrant and loop wire in a Valvco L,_ tracer wire terminal box. These boxes shall be located between the hydrant and the : hydrant valve with at least two feet of extra wire inside the box. Install the terminal .-.'.. ('"J ..--'.-' C-.\ box perpendicular from the hydrant and parallel with the valve box, one-foot from the hydrant base. The tracer wire terminal box must be installed flush with the ;~......, finished grade. If there is no fire hydrant within 500 feet, bring the wire to the surface '.,j in a "daylight box" which is a full-size valve box and mark the drawings appropriately. 3.04 PIPE BEDDING AND BACKFILLING: A. Ductile-iron pipe bedding shall conform to the project plan details or as otherwise specified or directed by the Engineer. B, PVC pipe bedding shall conform to UNI-B-3-88 laying condition Type 2 including hand excavation for the bell holes. The bedding shall be loose, natural, fine soil which is compacted by stomping on the soil along the sides of the pipe to the top of the pipe. C. Trench width within the pipe envelope shall conform to the plans or as directed by the Engineer, M:\200J]ROJECTS\I03.01127\ConIIville Specs_Road Projc:d:\CCR spec section WM.doc WD-8 D. Set valves and hydrants on precast concrete bases. 3.05 PIPE RESTRAINT: A. Thrust Restraint: 1. For pipe smaller than 10. diameter, concrete block shall be used, placing the concrete block next to the fitting and undisturbed soil. For 10. and larger diameter pipe, blocking shall be by cast-in-place concrete. Cover fittings and joints with 10 mil. polyethylene before placing concrete. Brace fittings with hardwood lumber to prevent shifting before placing concrete. 2. Do not pour excess concrete on top of pipe and fittings. B. Socket Pipe Clamps, Tie Rods, and Bridles: 1. Where indicated or necessary to prevent joints or sleeve couplings from pulling apart under pressure, provide suitable socket pipe clamps, tie rods, and bridles. Bridles and tie rod diameter shall be at least 3/4 in. except where they replace flange bolts of smaller size with nut on each side of flange. C. Dead Ends 1, Pipe ends or fittings left for future connections shall be plugged or capped using materials supplied by the pipe manufacturer. 2. All pipe ends or fittings left for future connections shall be blocked ag~st thru~t. : -, 3.06 JOINTS AND COUPLINGS: 1"'-) ".--- ,- A. Push-on Joints: ['''0 1. Inspect bell grooves and clean to assure complete gasket seating. - /', j....) 2. Use extreme care to prevent separation of joints already installed. ,-, C;'\ 3. Do not use push-on joints when boring. Griffin Snap-Lok shall be used in casing with locking rubbers. B. Mechanical Joints: 1. The range of torque for tightening bolts which is indicated in ANSIIAWWA C600 may be somewhat affected by the temperature, On cold days, more torque may be required. 2, Use extreme caution when tightening cast iron fittings to avoid breaking the ears of the flanges. An average worker should not use a wrench longer than 10 inches. 3, On PVC pipe connections to MJ joints, cut the bevel off the end of the PVC pipe to get full pipe diameter in the joint. 4. Do not deflect pipe at joint. C, Sleeve-Type Coupling: 1. Clean pipe ends for distance of 12 inches. 2. Use soapy water as gasket lubricant. M:\2003]ROJECTS\I03.0827\ConMDc Specs_Road Project\CCR spec section WM.doc WD-9 3, Carefully mark and place the sleeve coupling in the center of the joint. 3.07 TAPPED CONNECTIONS UNDER PRESSURE: A. Follow manufacturer's installation instructions. B. Tapping mains for new connections 4-inch to 8-inch in diameter and larger may be done by 0 4the Water Division .or by a subcontractor at Contractor's cost. If by Contractor or a -- ::c::;subcontractor, the CIty must approve the personnel, matenals, and method In advance of ~~ ,/ {the work. Water Division staff must be on site at the time of the tap. . - '-'-C. A new and site specific tapping application must be prepared for each tap regardless of size, ('...J <!r1d submitted to the Water Division, The tapping application must be completed and include 0".'- C'.J . location, name, and address of water customer, schematic drawing, and materials of \ 1 .'.- . '3 ::epnstruction, ".-;, b 3.08 ,oj!OL YErFiYLENE ENCASEMENT: A. All open cut installed ductile iron pipe and fittings shall be wrapped with an 8 mil polyethylene encasement in accordance with ANSIIAWWA C205/A21.5 installation methods. This includes any ductile iron laid in cul-de-sacs or other small radius areas where PVC main could not be used, 3.09 HYDRANT INSTALLA TION: A. Handle carefully to avoid breakage and damage to flanges. Keep hydrants closed until they are installed. Protect stored hydrants from dirt, water, ice, animals and vandals. B, Before installation, clean piping and elbow of any foreign matter, C. Install hydrants away from the curb line a sufficient distance to avoid damage from or to vehicles, A set-back of 4 feet from the curb line is recommended. D. Orient the hydrant so the pumper nozzle faces the street. Outlet nozzles shall be at least 18 inches above finished ground, The break-off flange should be no more than 6 inches above ground. There shall be no obstructions to fire hose connections. E. The base elbow shall be placed on solid precast concrete blocks on firm, undisturbed soil. The barrel of the hydrant shall be firmly braced against the back of the trench wall with hardwood lumber to resist thrust at the pipe connection. F, The base and lower barrel shall be backfilled with 5 cubic feet of washed gravel or 1 inch crushed rock to allow water to release from the hydrant drain. G. Install the hydrant plumb. Drainage stone and soil backfill around the barrel shall be firmly compacted to provide good lateral support for the hydrant. This is essential to the performance of the break-off flange. 3.10 WA TER MAIN OPERA TIONS: A. All work which involves operating the active public water distribution system will require the notice, consent, approval and assistance of the Water Division, B, An accurate and legible copy of the "as-built" drawings must be on file in the Water Division office prior to using the water supply, C. Contractor shall submit a plan for initial operations and a plan for final operations to the M:\2001-'ROJECI'S\I03.0827\CoraMllt Specs_Road Project\CCR spec section WM.OOc WD-1O Water Division for approval. The plans shall include a drawing and typed list of actions which show all the significant steps necessary to connect to the existing water distribution system or conduct the filling, flushing and testing operations. The purpose of both plans is to minimize the impact of service interruptions and pressure and flow variations on the water distribution system and existing customers, 3.11 DISINFECTION FOR POTABLE WA TER SYSTEMS: A. General 1. Upon completion of a newly installed water main or when repairs to an existing water system are made, the main shall be disinfected according to instructions listed in ANSI/AWWA C651 and the following specifications. B, Special Disinfection Requirements 1. Exercise cleanliness during construction. Protect pipe interiors, fittings and valves against contamination. 2, Water main 16-inch and larger in diameter must be swabbed with a soft pig prior to flushing if flow in the system is not adequate to maintain scouring velocity (2 fps) during flushing. 3. The minimum uniform concentration of available chlorine used for disinfection shall be 50 mglL. Use either the granulatedltablet or continuous feed method with modifications as described in 3.11 C or D below. 4. The chlorinated water shall be retained in the main at least 24 hours, during which time all valves and hydrants in the section treated shall be operated in order to disinfect the appurtenances. At the end of this 24 hour period, the treated water shall contain no less than 25 mglL chlorine throughout the length of main. 5. After the retention period, flush the heavily chlorinated water from the main until the chlorine concentration in the water leaving the main is no higher than 3 mglL and the water appears clean. Flush at a minimum velocity of 2.5 feet per second in the main through an opening not less than Y. of the main diameter. For 6-inch through 12-inch water mains, a single 2Y:.-inch fire hydrant opening is adequate. Water entering storm sewer system shall be dechlorinated by a method approved by the Engineer to prevent downstream environmental damage (i.e. fish kills). 6, Collect a bacterial sample from the end of each line or 800-1,000 feet and deliver the sample to the University Hygienic Laboratory at Oakdale for analysis. Allow approximately 5 days for the results. If the bacterial sample shows the absence of coliform organisms, the hydrostatic test may proceed. C, Tablet Method of Chlorine Application C; / :::: C"" -,- 1. Use ANSI/AWWA C651, however slowly fill the main (less than 1 cubic foot-per i---l second) with system water, pushing out as much air as possible. Donat wastt(lut ,- - the tablets. ' ~ ., "--"J D. Continuous Feed Method of Chlorine Application - .:.:::.,,-, r~,) <:: ,-.. 1. Prior to appiying chlorine, do a preliminary flush at a minimum velocny of 2.5 tllet per second in the main through an opening not less than not less than Y. of the main diameter. For 6-inch through 12-inch water mains, a single 2Y:.-inch fire hydrant opening is adequate. M:12OO3_PROJECTS\I03.0827\Cora1vi1le Spca_Road Projcd.\CCRspec section WM.doc WD-ll -----~----- .., _.._---~.~- 2. Add the water and chlorine solution with the required concentration to fill the main completely. 3.12 TESTING: A. Filling the water main: 1. Fill the newly consiructed water main system slowly using treated public water under low pressure and low flow. The objective is to displace air with water while avoiding damage to new construction, customer services, and adjoining property due to the release of air and water. Public Works staff must be on site to assist with operation of the system valves and hydrants during this operation. 2. Open one hydrant (completely) at the end of the main or at a high point on the main which is to be filled. Open a filling valve (the smallest one available) slightly. Allow <;::> 4:. the water main to fill and slowly release the air. When the main being filled has .- -,.-. ':':.J '-./ -;;:::"'" released nearly all air, surging should diminish and water released from the hydrant --, should flow in a steady stream. Monitor and control the released water to minimize .- damage. ;":2- \ \ c....) .. c,J 3, After a few minutes of steady state operation, open all other valves slowly and then open the initial fill valve completely, while regulating the flow hydrant to minimize .- damage. When the main has been filled, open and close all hydrants sequentially to I.r, force fresh water progressively through each section (new and old) of water main which was shut down to replace fresh water into each section. 4, After clear water and a fresh chlorine odor are observed at each hydrant, shut down hydrant flow slowly and allow water flow to cease and intemal pressure to stabilize. Then, each water service connection shall be tested at a sill cock and observed by the Contractor to verify adequate pressure and flow. B. Pressure and Leakage Tests: 1. Conduct combined pressure and leakage test in accordance with ANSIIAWWA C600. 2. Pressure test off the hydrants or fumish and install temporary testing plugs or caps. Fumish pressure pumps, pipe connections, meters, gauges, equipment, potable water and labor, Use only potable water for testing. 3. Test after disinfection operations are successfully completed. If testing operations require reconstruction or repairs during which the interior of the pipe is exposed to contamination, disinfection will be required again. 4. Keep the water main full of water for 24 hours before conducting combined pressure and leakage test. 5. Pressure and leakage test consists of first raising water pressure at the lowest point of section being tested to 150 psi internal pressure. 6. Failure to achieve and maintain the specified pressure for two hours with no additional pumping means the water main has failed to pass the test. 7. If the water main fails the pressure and leakage test, locate, uncover, and repair or replace defective pipe, fitting or joints. Conduct additional tests and repairs until water main passes the test. C. Valve Operations: M:\2003 ]ROJECTS\I03.0827\ConJ/vi11e Specs_Road ProjcctlCCR spec!iC'Ction WM.doc WD-12 1. All valves shall be located and tested to verify operation. Remove the valve box lid, insert the valve key and open and close each valve. Count the tums and record the results. D. Hydrant Operations: 1. After the hydrant has been installed and the main and hydrant have been pressure tested, each hydrant shall be flushed and checked for proper operation. 2. Remove a nozzle cap and open the hydrant slowly and fully. Check the direction of opening as marked on the top. Do not force the hydrant in the opening direction beyond full open as indicated by sudden resistance to tuming. 3. After hydrant has been flushed, close it and check for drainage. This is done by placing the hand over the nozzle opening and checking for a vacuum. Then check the hose thread for proper fit. 4. Replace nozzle cap, then open hydrant again and inspect all joints for leaks. E. Flow Test: 1. Flow tests shall be conducted to verify all components of the water system are fully open and operational and to determine the fire flow capacity, 2. Public Works staff personnel must be on the site to operate the system valves and hydrants during this test. 3. A hydrant flow test shall be conducted on the hydrant at the extreme locations for distance or highest elevation to determine the fire flow capability of the system, Static and flowing pressures and flow rates shall be recorded, and a copy forwarded to the Water Division. C-...--' ~.. - - -"'---'1 , , ",) ,-' ;"0 -~.. -T-l ---I /' W C) 0''' M:\2003_PROJECTS\IOJ.082'1\Con1M11e Specs_Road Projcd:\CCR spec section WM.OOc WD-13 0 <-( - :;: APPENDIX A ~ "'< 7::-'" Accepted Products for Water Distribution Materials ~--_. .,--~ 1.' ("'; "1=-; WAf.~R PIP~;JDUCtile) ANSIIAWWA - A21.51/C151 . American, CIJ:jI;I; Griffin, McWane, Tyler, and US Pipe Class"~2 for d~e!:t bury piping unless other wise indicated or specified. Class,53 for suspended from structures and bolted or restrained joint pipe WATER PIPE: ( PVC) (Class 150) - C900 C900 thickness class DR18 (6" thru 10") FITTINGS: (Ductile Iron Standard) ANSIIAWWA-A21.10/C110, 250 psi (Ductile Iron Compact) AWWA C153, 350 psi Clow, TylerlUnion, U.S. Pipe, or Griffin TAPPING SLEEVES: (Full Body Ductile Iron With Stainless Steel andlor NSS Cor-Blue Nuts and Bolts) for 12" and larger or under pavement Clow - F-5205, Mueller - H615, Kennedy, TylerlUnion, Kennedy, American Flow Control _ Series 2800, or U.S. Pipe - T-9 TAPPING SLEEVES: (Stainless Steel) Smith Blair - 662 or 663, Ford FAST, Mueller-H304, Romac SST, JCM-432 MECHANICAL JOINT RESTRAINT DEVICE: (Megalug with NSS Cor-Blue Nuts and Bolts) Ebaa Iron Sales Inc. STAINLESS STEEL REPAIR CLAMPS: Smith-Blair-261, Ford FS1, Romac SSl VALVES: (Resilient Seated Gate Valves) ANSIIAWWA- C509 Clow F-6100, Kennedy 1571-X, Mueller Resilient Seat - A-2360-20, American Flow Control- AFC-500, or U.S. Pipe Metro Seal 250 #5460 VALVES: (Butterfly) ANSIIAWWA C504, Class 150B Clow, Pratt, Mueller, American Darling, Kennedy, M & H, or DeZurik VALVES: (Tapping) Clow - F - 6114, Mueller - T-2360-16, Kennedy 4950, U.S. Pipe Metro Seal 250 #5860, or American Flow Control-865 VALVE BOXES: Tyler - (Series 6855 & Item 666A, Range 51" to 71") East Jordan Series 8555 & Item 666A - Range 51" to 71" HYDRANTS (4 Yz" for 12" and under) (5 'I." for 16" and above) AWWA C502 Clow F-2545 Medallion, Kennedy Guardian K-81 , Mueller Super Centurion 250, American Darling _ MK 73 for 4 1/2" & B84-B for 51/4" SLEEVE TYPE COUPLING: Standard solid black sleeve - TylerlUnion 5-1442, Griffin Bolted Straight Coupling - Smith-Blair 441 or Romac Style 501 STAINLESS STEEL REPAIR CLAMPS (with stainless steel bolts & nuts): Smith-Blair 261, Romac SSl or Ford FSl M:\200J]ROJECTS\IOl.0827\ComlviDe Specs_Road Projcct\CCR spec section WM,doc WD-14 TRACER WIRE TERMINAL BOX (DAYLIGHT BOX): U.S. Filter WaterPro or Utility Equipment - Valvco -95E -2 Y," ID with lockable cast-iron lid - minimum 18" long, telescoping TRACER WIRE CONNECTORS: Twister DB Plus Wire Connector POL YWRAP: 8 mil polyethylene encasement WIRE: #12 solid copper, THHN insulation in yellow or orange C) ;",:n _"'0' r-,) --"- -- -0- r,..) -",""\ , -- . ._, ~. ) : j <;_:::~ ,/ r"-:) 5> r:-:' G\ M:\2003]ROJECTSII03.0817\COl'alville Spees_Road Projea.\CCR spec section WM.doc WD-15 SPECIAL PROVISIONS FOR EARTHWORK SETTLEMENT REQUIREMENTS The intent of this specification is to ensure potential settlement has occurred prior to allowing commencement of critical utility installations and paving operations over high earth fill areas, High fill areas are those areas where fill required exceed heights greater than ten (10) feet. Refer to the Construction Staging Plans detailed on the 'J' Sheets for additional information for required storm sewer installations in conjunction with high fill areas. Following completion of high earth fill placement operations, settlement rods will be set on grade by the Engineer's representative. The Contractor shall take care not to disturb these settlement monuments. The Contractor will be responsible for expenses associated with re-establishment of disturbed settlement monuments. The Engineer will take periodic elevation readings to observe embankment settlement status. Settlement data will be reviewed by the Owner's geotechnical representative prior to any notice to proceed with remaining utility or paving operations. A maximum of six (6) weeks is anticipated for acceptable settiement, however, acceptable settlement shall not be considered achieved until observed settlement is limited to 0.01 feet or less per week between elevation readings. C/: --,- ~'-".- -- "" -- f",) 'ii ---- c' -'-'"'1 ./ '. r:? c Cd, ESR-l Special Provisions for Pond Related Bid Items (Estimate Reference Information) Bid Item 4-6: Excavation. Class 13 (CY) - Unit price includes excavating, hauling, depositing, grading, and work necessary to conform to lines, grades and slopes as shown on the plans. Includes stockpiling, hauling, and disposal of excess material as directed by the Engineer. Unit price also includes stripping, hauling, stockpiling, and spreading enough topsoil for an 8" layer of topsoil on all excavated and embankment areas as shown in the plans. Topsoil stockpile locations shall be approved by the Engineer. Type A compaction in accordance with IDOT 2107.05 for fill placement along pond shall be incidental to the unit price bid for excavation. Clay liner, if required, shall be incidental to the unit price bid for excavation. Measurement for payment based on plan quantity of excavation. The Contractor shall determine earthwork quantities and satisfy themselves for all conditions of earthwork requirements in the submittal of a bid. Bid Item 7: Core Out Excavation (CY) - Unit price includes excavating, hauling, disposal, and associated work to remove unsuitable materials. Includes removal from project site and disposal of unsuitable excavated materials. Measurement for payment based on cubic yards of excavated materials as measured in the field. Locations of overexcavation, if required, will be determined by the Engineer and paid at the contract unit price. The Contractor shall obtain approval by the Engineer of core out excavation quantity prior to commencing excavation. Bid Item 9: Seedina and Fertilizina (AC) - Unit price includes tilling, spreading, watering, fertilizing, and other activities as required to establish final vegetation. Measurement for payment based on acres of accepted final vegetation as measured in the field. Watering of seeded areas is not required. However, the contractor may water to meet the requirements of IDOT 2601. Includes quantity for restoration of all areas disturbed as shown on the plans. Seeding and fertilizing of areas disturbed outside of the construction limits shall be the responsibility of the Contractor at no additional cost to the City. Seeding and fertilizing shall meet the requirements of IDOT 2104.04. Bid Item 12: Select Cohesive Backfill (CY) - Unit price includes placement and compaction of select cohesive material, in place, as outlined IDOT 2102.04. Locations of select backfill placement, if required, will be determined by the Engineer and paid at the contract unit price. The Contractor shall obtain approval by the Engineer of select cohesive backfill quantity prior to commencing excavation. Bid Item 13: Embankment in Place (CY) - Unit price includes placement of excavated material as compacted fill, in place, with moisture and density control as outlined IDOT 2107.08. Includes soil testing by an independent laboratory during construction as specified, Quantity includes material required for dam embankment and cutoff trench. Measurement for payment based on plan quantity of embankment in place with moisture and density control. The Contractor shall determine earthwork quantities and satisfy themselves for all conditions of earthwork requirements in the submittal of a bid, Bid Item 14-15: Drainfill (CY) - Unit price includes excavating, furnishing, placing, and compacting drainfill. Drainfill shall meet the gradations shown on Sheet R.01 of the plans. Measurement for payment based on cubic yards of each type of drainfill installed in place as measured in the field. Bid Item 48: Storm Sewer. 2000D. 12" (LF) - Unit price includes excavating, disposal of excess excavated material, temporary support of existing utilities, temporary sheeting and shoring, dewatering, pipe bedding, storm sewer pipe, temporary plugs, handling, laying, connecting to structures including concrete collars, placing and compacting backfill, and associated work, Measurement for payment ba.sed on length installed from edge of structure to edge of structure as measured in the field. (J Bid Item 58: Low Head Pressure Pi De, Class C25. 48" (LF) - Unit price includes exci~&;g, -,- . :"1 disposal of excess excavated material, temporary sheeting and shoring, temporary support of existing,,; \ : ---, utilities, dewatering, pipe bedding, gasketed pipe, temporary plugs, handling, laying, connectibg to I') ..' --- -. structures including concrete collars and spigot wall fittings, placing and compacting backfill, artd, I I associated work, Bedding for principal spillways shall be Class A concrete cradle as shown QD-Sheet --' --', 1"\_ . ..... R.07 of the plans, and shall be considered incidental to principal spillway construction. Measl;ll'ei'hent f01i payment based on length installed as measured in the field. > ;.~, 0) J:\2003...,projects\103.0B27\Roadway Specs\pOnd_estref1 ,doc POND ERI-1 ----,---~ C' / ",,"\ C) :;-~. C:J . ."-t-; __ Bid 1tem 59: Schedule 40 Perforated PVC Pioe. 4" (LF) - Unit price includes excavating, removal, ',-"and Oisposa(i?f!rench material, furnishing and placing subdrain pipe, special connections, coupling, and '. ; edap~s in aCi=Qrdance with manufacturer's recommendations, Perforated PVC pipe shall meet the "requireh1entsoflDOT 4146. Location of perforated PVC pipe as shown on Sheet R.08 of the plans. \\MeastirementJo):;payment based on lineal feet of perforated PVC pipe placed as measured in the field. ',,_ ...._~. ,. :,:.~ ',,_,,) :;::;'F "i~id lteJ'~o: Tvoe M-C Manhole (EA) - Unit price includes excavating, disposal of excess excavated material, temporary sheeting and shoring, dewatering, handling of storm water flow during construction, creating opening in manhole wall, concrete, reinforcing steel, precast reinforced concrete manhole sections, connecting to storm sewers, grouting pipe in place, sealing of manhole exterior with concrete, adjusting rings, supplying and adjusting frames and covers both inside and outside paved areas as applicable, placing and compacting backfill, testing, and associated work, Measurement for payment based on each type of manhole constructed as shown on plans, Bid Item 69: Structural Concrete (CY) - Unit price includes furnishing, forming, placing, finishing, curing, sampling, and testing portland cement concrete as required to construct the structure as shown in the plans. Includes concrete necessary to construct the drop inlet structure only, ail other structural concrete shall be considered incidental to other bid items. Structural concrete shall meet the requirements of IDOT 2403, Measurement for payment based on cubic yards of concrete placed as measured in the field. Waterstop construction as shown in the plans shall be incidental to the unit price bid for structural concrete. Bid Item 70: ReinforcinQ Steel. Eooxv Coated (LB) - Unit price includes furnishing, storing, splicing, bending, and placing steel reinforcement to construct the structure as shown in the plans. Includes steel reinforcement necessary to construct the drop inlet structure only, all other steel reinforcement shail be considered incidental to other bid items. Steel reinforcement shall be epoxy coated and meet the requirements of IDOT 2404, Measurement for payment based on pounds of steel reinforcement placed as represented by certified weight tickets, Bid Item 73: Fill Stone (TN) - Unit price includes furnishing, placing, and spreading erosion stone and associated work. Measurement for payment based on number of tons delivered to the project site as determined from certified weight tickets. Place erosion stone for erosion control as shown on the plans and as directed by the Engineer. Erosion stone gradation shall meet the requirements of Iowa DOT 4130. Engineering fabric shall be placed beneath erosion stone as shown on Sheet R.03 of the plans and shall be incidental to the unit price bid for erosion stone. Bid Item 74: Rio Rao. Class E (TN) - Unit price includes furnishing, placing, and spreading riprap and associated work. Measurement for payment based on number of tons delivered to the project site as determined from certified weight tickets, Place riprap for erosion control as shown on the plans and as directed by the Engineer. Riprap gradation shall meet the requirements of Iowa DOT 4130. Engineering fabric shall be placed beneath rip rap as shown on the plans and shall be incidental to the unit price bid for rip rap. Bid Item 75: Grouted Rio Rao (CY) - Unit price includes furnishing, placing, finishing, and curing riprap and concrete grout. Grouted rock riprap shall be Class E rip rap in accordance with Iowa DOT 4130. Grout shall meet the requirements of Iowa DOT 2507.02. Grouting of riprap shall conform to Iowa DOT 2507.03G. Measurement for payment based on cubic yards of grouted riprap placed as measured in the field. Bid Item 77: Granular BeddinQ (TN) - Unit price includes excavation, supplying, placing, and compacting rock bedding and associated work. Includes only material required for construction of the three stilling basins shown on the plans, Measurement for payment based on tons of bedding installed as represented by certified weight tickets. Bedding material shall meet the requirements of Section 9.10 of the Special Provisions for Pond Construction, Bid Item 78: Slooe Protection. Erosion MattinQ (SY) - Unit price inciudes surface preparation, furnishing, placing, stapling, securing, and maintaining straw fiber blanket in the locations shown on the plans or as specified by the Engineer, Erosion matting shall conform to Iowa DOT 4169.1 DC, Measurement for payment based on square yards of blanket placed as measured in the field. J:\2003 _ ;,ro;ects\ 1 03.0827\Roadway Specslpond_ eslref1.doc POND ERI-2 Bid Item 79: Silt Fence (LF) - Unit price includes furnishing, erecting, operating, maintaining, cleaning, moving, and removing all silt fence and ditch checks necessary to control erosion and sediment from leaving construction area as shown on the plans and as directed by Engineer. Measurement for payment based on linear feet of silt fence as measured in the field. Bid Item 81: Articulated Concrete Block (SF) - Unit price includes excavating, disposal of excess excavated material, temporary sheeting and shoring, dewatering, handling of storm water flow during construction, subgrade preparation, bedding material, engineering fabric, furnishing and placing articulated concrete block mats, clamps, anchors, handling, laying, connecting to structures including concrete cutoff walls, placing and compacting backfill, placing topsoil in voids between blocks, and associated work to install the articulated concrete block as shown on the plans and as recommended by the manufacturer. Quantity includes installation of articulated concrete block mats 2' vertically up the sideslope on each side of the emergency spillway in the location shown on sheet R.06. Approved articulated concrete block materials are Armorflex 40-T and Cable Concrete CC70. Measurement for payment based on square feet of articulated concrete block installed as measured in the field. Bid Item 82-83: Wetland Seedino (AC) - Unit price includes tilling, spreading, watering, fertilizing, and other activities as required to establish final vegetation. Measurement for payment based on acres of accepted final vegetation as measured in the field. Watering of seeded areas is not required. Includes quantities for IDOT Wetland Grass Seeding and IDOT Native Grass Seeding. Includes quantities for wetland mitigation as shown on sheet R.03 of the plans. Seeding and fertilizing shall meet the requirements of Section 17 of the Special Provisions for Pond Construction, Bid Item 84: Swamo White Oak with Guard. 1.5" (EA) - Unit price includes all labor and materials necessary to furnish and install 1.5" swamp white oaks with animal guards in accordance with IDOT 2610 where shown on the plans. Plant materials shall meet the requirements of IDOT 4170. Contractor shall provide a two-year guarantee on all trees installed. Bid Item 85: Mulchino (AC) - Unit price includes fumishing and placing 1.5 tonslacre of straw mulch. Anchor by crimping into the soil a minimum depth of 2 inches. Measurement for payment based on acres of mulch spread as measured in the field. Includes quantity for restoration of all areas disturbed as shown on the plans. Mulching of areas disturbed outside of the construction limits shall be the responsibility of the Contractor at no additional cost to the City. Mulching shall meet the requirements of IDOT 2601.06. Bid Item 86: Temoorarv Seedino (AC) - Unit price includes all labor and material to prepare seed bed and fumish and install seed. Includes seeding of areas where grading was completed outside of the allowable seeding dates outlined IDOT 2601, Seed mixture shall meet the requirements IDOT 2601,05. Measurement for payment based on acres of temporary stabilization seeding installed as directed by the Engineer as measured in the field. Bid Item 87: Concrete Pioe Suooorts (EA) - Unit price includes excavating, temporary sheeting and shoring, dewatering, temporary support of existing utilities, handling of storm water flow during construction, bedding material, forming, materials, labor, and equipment required to construct pipe supports, curing, placing and compacting backfill, and associated work. Materials for pipe supports shall conform to IDOT 2403 and IDOT 2404. Pipe supports shall be installed as shown on the pians, Measurement for payment based on each pipe support installed as measured in the field, Bid Item 88: Trash Rack Assemblv (EA) - Unit price includes furnishing, fabricating, erecting, and associated work to construct metal trash racks as shown on the plans. Measurement for pa~nt ba!\Elc;l on each trash rack constructed as shown on plans. All exposed metal work shall be galvanizetj jrr, - . accordance with ASTM A123. r',] .._.~- , ~._._- Bid Item 89: 12" Sluice Gate (EA) - Unit price includes furnishing and installing sluice ilates ;',.) including all gate stems, hoists, lifts, and other appurtenances. Measurement for payment based:-QIl eaeh ---I gate installed as shown on plans. - I '.. ['0 ~..- J> t~ en J:\2003 Jlfojects\ 1 03.0827\Roadway Specs\pond _ estref1.doc POND ERI-3 '~-'------'--'---------~--~" SPECIAL PROVISIONS FOR POND CONSTRUCTION INDEX 1. GENERAL 11. DEWATERING 2. OWNER'S RIGHT TO OCCUPY 12. STORM SEWER AND 3. LOCATION STRUCTURES 4. EXISTING UTILITIES 13, METALWORK 5. COORDINATION WITH OTHERS 14. EXCAVATION AND 6. CONSTRUCTION SCHEDULE EMBANKMENT 7. CONSTRUCTION PHASING 15, DRAINFILL 8. DISPOSAL 16. SURFACE RESTORATION 9. EROSION PROTECTION 17, WETLAND CONSTRUCTION 10, POLLUTION PREVENTION PLAN 1, GENERAL 1.1 Procedures outlined herein are not intended to fully cover all special construction procedures but are offered as an aid to Contractor in planning work. 1.2 Cooperate with the City of Coralville, City of Iowa City, and the Engineer to minimize Inconvenience to property owners and motorists and to prevent delays in construction and interruption to continuous operation of utility services. 1.3 Contractor expected to provide adequate personnel and equipment to perform work within specified time of construction. 1.4 Install and maintain orange construction fence around all open trenches or open structures when left unattended. 1.5 Clean up and provide surface restoration as construction progresses. 1.6 Notify residents, businesses, police and fire departments at least three days in advance of closing any street for construction or interruption of water service. 2. OWNERS RIGHT TO OCCUpy 2.1 The Contractor shall coordinate and schedule work to accommodate vehicular access. 2.2 The Contractor shall notify all property owners in writing whose access may be affected by construction activities at least 48 hours prior to commencing construction in the area. 2.2.1 Written notice shall be submitted to and approved by the EngineElj:'prior to :> contacting property owners.'; .. , - 2.2.2 Written notice shall include a telephone number where the Contractor can be-' ----- '- ,'...) reached 24 hours a day in the event of an emergency.-:' ~-:; - 2,2,3 Written notice shall be hand delivered by the Contractor, Every att@:J~(sho~ be made to verbally contact all affected property owners, 5', /.. .. :.;:; 0 ...J J :\2003 ,.j'rojects\l 03.0827\Roadway Specs\pond.doc Pc-! -~--~._--_._~,--,----- -~,----,---,._,- 3, LOCATION 3,1 Work is located on property owned by the City Coralville and Iowa City for Camp Cardinal CJ' Road and Deer Creek Road. 0 ('~J 3.2 Confine construction operations within construction limits, right of way and construction ;.- easements shown on plans. " '.'-'''' \ . c', 3,3 Construct and maintain fence around storage areas as necessary to prevent access to c-.J public. Temporary fencing shall be incidental. ,0'_1 \ ,- ':,3.4 ?tontractor to arrange for and provide additional storage of materials and equipment if '.....~") -rfeeded. 3.5 Do not store construction equipment, employee's vehicles, or materials on streets or other facilities open to traffic or public use. 4, EXISTING UTILITIES 4.1 Location of utility lines, mains, cables and appurtenances shown on plans are from information provided by utility companies and records of Owner. 4.2 Prior to construction, contact all utility companies and have all utility lines and services located. Contractor responsible for excavating and exposing underground utilities in line of work. Confirm location of underground utilities by excavating ahead of work. 4,3 Contractor solely responsible for damage to utilities or private or public property due to utility disruption, 4.4 Contractor shall notify utility company immediately if utility line is damaged during construction. 4.5 Utility lines, poles and appurtenances, except water and sewer lines, in direct conflict with line and grade of work will be relocated by utility company before or during construction. Support and protect all utilities that are not moved, 4,6 Utility services are not generally shown on plans; protect and maintain services during construction. 4.7 Existing utilities shall remain in substantially continuous operation during construction. Select order and methods of construction, which will not interfere with system operation. Interrupt service only with approval of Owner and Engineer. 4,8 If utility work does occur during the construction period, work schedules from the contractor and from the utility companies will be submitted to the Engineer for coordination to obtain mutual acceptable schedules, if possibie. 4,9 No claims for additional compensation wiil be allowed to Contractor for interference or delay caused by utility company. 5. COORDINATION WITH OTHERS 5.1 Coordinate and cooperate with property owners, utility companies, the City of Coralville, City of Iowa City and other contractors working in vicinity of this project. 1:\2003 "projects\1 03.0827\Roadway Specs\pond.doc PC-2 5.2 It is Contractor's responsibility to schedule and coordinate work to minimize construction delays and conflicts. 6. CONSTRUCTION SCHEDULE 6.1 Contractor shall prepare construction schedule showing dates of starting and completion various portions of work. 6.2 Submit construction schedule within 15 days after award of contract. 6,3 Periodically update construction schedule as requested by Engineer. 6.4 The Contractor shall demonstrate that sufficient manpower and equipment is scheduled for construction work to maintain timely and orderly construction. 6.5 Construction may begin at the time the Notice to Proceed is issued. This is anticipated to be on or about May 9, 2005. 7. CONSTRUCTION PHASING 7.1 The intent of phasing is to minimize congestion, inconvenience to traveling public, and adjacent property owners. 7.2 Traffic control shall be installed and approved prior to commencing work. 7.3 Complete final project restoration and seeding. Seeding shall be complet~as worK. progresses. '-" <:>1 <:: -."" -- 7.4 Working days will be charged until all work is completed including final restoratiOn. r,) r--\ - - i.'J -" .. ~-.. 8. DISPOSAL , :.-:..,/ N 8.1 Selectively clear and grub surface vegetation in all areas to be cut and fillelf; .. ':=..-' - 8.2 Remove from project site and dispose of trees, shrubs, vegetation, excess soil excavation, rubbish, concrete, asphalt, non-salvageable storm water conduit and appurtenances, fencing, and other materials encountered as shown on plans and as specified. 8.3 Dispose of materials in accordance with applicable laws and ordinances. Disposal sites are subject to the review and approval of the Engineer. 8.3.1 Burning of brush, trees, and other debris is not permitted, The Contractor is responsible for selecting an appropriate disposal site. 8.3.2 Dispose of waste products containing putrescible materials and tires at an appropriate landfill site. 8.3.3 Dispose of broken concrete, asphalt, rubble, excess excavated material or unsuitable excavated material. The Contractor is responsible for selecting an appropriate disposal site. 8.3.4 Cooperate with all applicable City, State and Federal agencies concerning disposal of materials. 1:\2003 ...,projects\1 03.0827\Roadway Specs\pond.doc PC-3 ----.------_._~._------ " ,...---- 9. EROSION PROTECTION G' ::t"- o ~ 9.1/ :";',:' Comply with soil erosion control requirements of Iowa Code and local ordinances. . Protect against erosion and dust pollution on this project site and any off-site deposit area .' ,'used for this project. ~.'- , c'-' ,Protect adjoining property including public sanitary and storm drainage systems and ~...., c-J 9,2 , ' . streets from any damage resulting from movement of earth or other debris from project .' ~,j;ite. Repair any damage immediately. ~- / 9.3 Prevent accumulation of earth or debris on adjoining public or private property from project site. Remove any accumulation of earth or debris immediately. 9.4 Prevent repetition of any instance where earth or debris moves from project site to adjoining public or private property. 9.5 Provide erosion control measures necessary to protect against siitation and erosion or flow of storm water, Maintain drainage system throughout construction period. 9,6 Use silt fences and other means at all drainage courses and swales to protect against siltation and erosion. Silt fence shall conform to IDOT 4196, 9.7 Furnish, install, maintain, clean, repair, and remove silt fence and silt basins as shown on plans and as directed by Engineer. 9.8 Furnish, install, maintain, and repair erosion matting and blankets as shown on the plans and as directed by the Engineer. Erosion matting shall conform to Iowa DOT 4169.10C. 9.9 Rock riprap and erosion stone shall meet the requirements of Iowa DOT 4130. 9.10 Bedding material for riprap shall be hard, durable, clean, well-graded rock with a maximum size of 3", no more than 10% passing the NO.4 sieve. 9.11 Grouted rock riprap shall be Class E rip rap in accordance with Iowa DOT 4130. Grout shall meet the requirements of Iowa DOT 2507,02. Grouting of riprap shall conform to Iowa DOT 2507.03G. 9.12 The Contractor is fully liable for all damages to public or private property caused by his action or inaction in providing for handling of storm water flow during construction. 10. POLLUTION PREVENTION PLAN 10.1 The general Contractor and all subcontractors shall be responsible for compiiance and fulfilling all requirements of the NPDES General Permit No.2 including the Storm Water Pollution Prevention Plan. 10,2 Requirements of the Storm Water Pollution Prevention Plan are shown on Sheet R.04 of the plans, 11. DEWATERING 11.1 Do all work in dry; do not install pipe or structures on excessively wet soil. 11,2 Submit dewatering methods to Engineer for review. Obtain Engineer's approval on methods prior to construction. J:\2003 ...,projects\l 03 .0827\Roadway Specs\pond.doc PC-4 11.3 Groundwater levels are subject to variation. No additional compensation will be permitted due to high groundwater conditions. 11.4 If excavations encounter only cohesive soils with no wet sand seams or layers, it may be possible to control water seepage by draining ground water to temporary construction pumps and pumping it outside perimeter of excavation. 11.5 Do not pump water from open excavation in sand and gravel below natural ground water level. 11.6 Maintain water levels 2 feet or more below the bottom of excavations in saturated cohesionless (sand andlor gravel) soils to prevent upward seepage, which could reduce subgrade support. 11.6.1 Install dewatering system (well points or shallow wells) when working in cohesionless soils. 11.6,2 Costs of installing and operating dewatering system is incidental to the construction of sewer and structures, 11.7 Provide for handling surface water encountered during construction. 11.7.1 Prevent surface water from flowing into excavation, remove water as it accumulates. 11,7.2 Divert stream fiow around areas of construction, 11.7.3 Do not use sanitary sewers for disposal of trench water. Discharging water into new or existing storm sewers requires Engineer's approval. 11.8 Backfill sewer and structures prior to stopping dewatering operations. 11.9 Include costs of handling both surface water and groundwater in unit prices for sewer and structures in place. 12. STORM SEWER AND STRUCTURES 12.1 Schedule, coordinate, sequence and provide temporary facilities as necessary to handle storm water flow during construction, 12.2 Do not restrict flow in existing storm sewers, drainage channels or facilities. 12.3 Contractor fully liable for all damages to public or private property caused by his action or inaction in providing for handling of storm water flow during construction. 12.4 Schedule and stage construction as specified and to permit orderly progress of work, ' ,.-) :~s. 12.5 Remove existing structures as shown on the plans and as directed by the $$\rn1er. . - .-~ r--) ....-- ['0 1\ ~..."~ ...-. ''0 N C': -J 1:\2003 "'projects\103.0827\Roadway Specs\pond.doc PC-5 -~,---_.- - -,-_._---~._._-_._--, 12.6 Install non-metallic waterstops made of vinyl chloride polymer or copolymer at construction joints of drop inlets as shown on the plans. Waterstops shall have a ribbed anchor flange and a smooth web containing a hollow tubular center bulb having a wall thickness equal to at least one-half the web thickness and a minimum inside diameter of y..., Flanges may be of uniform thickness or may have either a converging or diverging taper toward the edges, 12.6.1 Waterstops shall have a width of 6" and a minimum flange thickness of 3/32". 12.6.2 Waterstops shall meet the following requirements: ProDertv Test Method Requirement Ultimate Eiongation ASTM D 638 Web: not less than 280% FlanQes: not less than 200% Tensile Strenath ASTM D 638 Not less than 1400 psi Low Temperature Brittleness ASTM D 746 No failure at _350 F Soecific Gravitv ASTM D 792 Not areater than 1.4 Hardness, Shore A ASTM D 2240 Not less than 60 Tensile Strength after accelerated CRD-C 572 Not greater than 15% extraction Elongation after accelerated CRD-C 572 Not greater than 15% extraction Effect of Alkalies after 7 days: CRD-C 572 Weight Change 0% to +0.25% Hardness ChanQe -5 to +5 maximum G' ::-c 12.6.3 Provide factory made waters top fabrications for all changes of direction, :.::,:) intersections, and transitions leaving only straight butt joint splices for the field. (:S! Spiices shall be heat fused welded using a Teflon coated thermostatically controlled waterstop splicing iron at approximately 3800F. Follow approved , ,.,- ~ "-,,,~ manufacturer recommendations. Lapping of waterstop, use of adhesives, or L C"...,'; other solvents shall not be allowed. c..j \ , 'A;1.6.4 Provide hog rings or grommets spaced at 12 inches on center along the length of , . ej the waterstop. Center waterstop in joint and secure waterstop in correct position ,. using hog rings or grommets and wire tie to adjacent reinforcing steel. 12.6.5 Waterstops shall be uniform in dimensions and shall be furnished in continuous strips at ieast 50 feet long. Factory splices shall have a tensile strength at least 50% of the unspliced section. 12.6.6 Ship and store waterstops by methods that will protect them from prolonged exposure to direct sunlight or excessive heat. 12.7 Drop inlet, principal spillway, outlet flume, and trail culvert shall be constructed of cast-in- place concrete. Pre-cast structures will not be allowed. 12,8 Pipe material to be used for drawdown conduit installations shall be Class 3 (2000 D) in accordance with ASTM C76. 12.9 All manholes shall be constructed of cast-in-place or pre-cast concrete, to the dimensions and according to the details contained in the standard plates. 12.10 Adjust intakes and manholes to meet finish grade as shown on the plans and as directed by the Engineer. J: \2003 ...,projects\ 1 03 .0827\Roadway Specs \pond.doc PC-6 12.11 Where new work crosses existing utilities or utility services, excavate in advance of pipe laying, determine crossing arrangement including exact construction line and grade. 12.12 Drawdown conduit joints shall be treated with cold applied bituminous joint material as per IDOT 4149.08. Pipe joint ties shall be provided for the last three sections of Pipe. C Y"'.~ 13. METALWORK i r....) ,-' 13.1 All reinforcing steel shall be epoxy coated. r0 -.,., -.--. 13.2 Structural steel and exposed metalwork shall meet the following requiremeRlS: - " :--:" ",,:;. / ' r".) 13.2,1 Steel shall be galvanized in accordance with ASTM A123. :-- c p -.I 13.2.2 Steel shall be structural quality in accordance with ASTM A36 unless otherwise specified. 13.2.3 Castings shall be thoroughly cleaned and subjected to careful inspection before installation. 13.2.4 Finished surfaces shall be smooth and true to assure proper fit. 13.3 The frame of metal structures shall be carried up true and plumb. Temporary bracing shall be placed wherever necessary to resist all loads to which the structure may be SUbjected; inciuding those applied by the installation and operation of equipment. Such bracing shall be left in place as long as may be necessary for safety. 13.4 As erection progresses the work shall be securely bolted up, or welded, to resist all dead load, wind and erection stresses. The Contractor shall furnish such fitting up bolts, nuts and washers as may be required. 13.5 No riveting or welding shall be done until as much of the structure as will be stiffened thereby has been properly aligned. 13,6 Rivets driven in the field shall be heated and driven with the same care as those driven in the shop, 13.7 All field welding shall be done in conformance to the requirements for shop fabrication, except those that expressly apply to shop conditions only. 13.8 Galvanized items shall not be cut, welded, or drilled after the zinc coating is applied. 13.9 Galvanizing shall be completed only after fabrication for field assembly is complete. 13.10 Steel bolts shall conform to the requirements of ASTM A307. High strength bolts shall conform to ASTM A325, Zinc coating for galvanized bolts shall conform to ASTM A 153; except bolts Yz. or less in diameter may be coated with electrode posited zinc or cadmium coating conforming to the requirements of ASTM B633-SC3 or ASTM A 165 Type TS. 13.11 Unless otherwise specified, steel rivets shall conform to the requirements of ASTM A502, Grade 1. 13.12 Steel welding electrodes shall conform to the requirements of American Welding Society specification AWS A5,l "Specification for Mild Steel Covered Arc-Welding Eiectrodes," except that they shall be uniformly and heavily coated and shall be of such a nature that the coating will not chip of peel while being used with the maximum amperage specified by the manufacturer. J:\2003 ...,projects\l 03.0827\Roadway specs\pond.doc PC-7 ".----.---. -.- .-.-------..----.-.- ---- 14. EXCAVATION AND EMBANKMENT 14.1 The Contractor shall be familiar with the report dated May 28, 2004 prepared for Snyder & Associates, Inc. by Terracon, which includes a geotechnical expioration of the project areas. The Contractor shall conform to the recommendations therein. 14.2 Strip enough topsoil to uniformly respread 8" of topsoil on all excavated and embankment areas as shown on the plans. Stockpile topsoil away from all other excavated soils. C~\ 14.2.1 Deeper stripping of 2 feet or more may be required to remove heavy organic (~ zones and soft soils near the stream channel. ~ -",,/ 14.2.2 Strip topsoil beneath all stockpiles, except topsoil stockpile, prior to stockpiling I.._:,~ excavated materials, ('....J .. c-,J 14.2.3 Install and maintain silt fence around all stockpiles. Maintain drainage around stockpiles at all times. ",;:' 14.3 (:lproof roll the embankment subgrade prior to excavating cutoff trench or placing fill to delineate areas of soft or otherwise unsuitable soils which may require additional removal. The Engineer shall determine the extent of unsuitable material removal. 14.4 Scarify abutment subgrade and bench areas 5:1 and steeper in 10' wide,S' high increments. 14.5 Excavate cutoff trench as shown on sheet 6 of the plans, The trench shall be backfilled with cohesive soils selected by the Engineer and compacted to a minimum of 95% of maximum dry density at a moisture content of 0 to +4% above optimum as determined by Standard Proctor (ASTM D698), 14.6 All earthfill for the dam embankment shall be compacted with moisture and density control in accordance IDOT 2107.08. Embankment fill shall be cohesive soils compacted in 6" layers to a minimum of 95% of maximum dry density at a moisture content of 0 to +4% above optimum as determined by Standard Proctor (ASTM D698), 14.6.1 Borrow material for embankment construction shall come from soils excavated during pond construction. 14.6.2 Excavated material used for embankment construction shall be free of boulders and organic material. 14.6.3 The Engineer shall verify the suitability of soils used for embankment construction. In the event material from pond excavation is determined unsuitable for embankment construction the Contractor shall use material from borrow areas approved by the Engineer. 14.7 Pile excavated material suitable for backfill in an orderly manner sufficient distance back from edge of excavation to avoid slides or cave-ins, 2' minimum clear distance, 14.8 A l' compacted clay liner shall be placed on the pond bottom and all sideslopes to protect against leakage. A 2' clay liner shall be required when sand layers or other porous materials are encountered, Locations of additional liner depth will be determined by the Engineer, 14.8.1 Where existing clay material exists at the pond bottom or sideslopes remove the top 6" then scarify and compact the next 6", Respread and compact the top 6". 14.8.2 Where existing materials are unsuitable for clay liner, remove the top 12" then scarify and compact the next 12". Respread and compact the top 12". J:\2003 ""projects\ I 03.0827\Roadway Specs\pond.doc PC-8 14.8.3 If the clay liner becomes dry, desiccated, or cracked prior to filling, the clay liner should be scarified, moisture conditioned, and recompacted. 14.9 Overexcavate all cut slopes above the permanent pool elevation by 8" for topsoil replacement. 14.10 Excess excavated material shall be removed from the site and will become the property of the Contractor, 15, DRAINFILL 15.1 Drainfill materials shall be sand, gravel, or crushed stone or mixtures thereof obtained form the approved sources, 15.1,1 Drainfill shall be composed of clean, hard, durable mineral particles free from organic matter, clay balls, soft particles or other substances that would interfere with their free-draining properties, 15.1.2 Aggregates of crushed limestone shall be thoroughly washed and screened. Course aggregate containing crushed limestone shall have not more than 3 percent by weight of particles finer than the No, 4 sieve. Crushed limestone shall not be used for fine aggregates except in combination with other materials such that not more than 5 percent of the portion finer than the NO.4 sieve shall be crushed limestone, 15.1.3 Aggregates shall be tested for soundness according to ASTM Method C 88, and shall have a weighted average loss in five cycles of not more than 12 percent when sodium sulfate is used or 18 percent when magnesium sulfate is used. 15.2 Foundation surfaces and trenches shall be clean and free of organic matter, loose soil, foreign substance, and standing water when the drainfill is placed. Earth surfaces upon or against which drainfill will be placed shall not be scarified. 15,3 Drainfill shall not be placed until the subgrade has been inspected and app~ec:l by /fu! Engineer. Drainfill shall not be placed over or around pipe or drain tile until !ft'f(,) ,.... installation of the pipe or tile has been inspected and approved. f'o) _.-~ . --"-- l",) 15,4 Drainfill shall be placed uniformly in layers not more than 12 inches deep before -,~ compaction, .. . '.:::_~ /', :"0 15.4.1 When compaction is accomplished by manually controlled equipme~he layElS shall be not more than 8 inches deep. ~ .-l 15.4.2 The material shall be placed in a manner to avoid segregation of particle sizes and to insure the continuity and integrity of all zones, 15.4.3 No foreign materials shall be allowed to become intermixed with or otherwise contaminate the drainfill. 15.5 Traffic shall not be allowed to cross over drains at random, Equipment crossovers shall be maintained, and the number and location of such crossovers shall be established and approved prior to the beginning of drainfill placement. Each crossover shall be cleaned of all contaminating materials and shall be inspected and approved by the Engineer before additional drainfill is placed. 15.6 Any damage to the foundation surface or the sides or bottoms of trenches occurring during placement of drainfill shall be repaired before drainfill placement is continued. J :\2003 ...,projects\ I 03 .0827\Roadway Specs\pond.doc PC-9 15.7 The upper surface of drainfill constructed concurrently with adjacent zones of earthfill shall be maintained at an elevation at least one foot above the upper surface of the adjacent fill. 15.8 Drainfill over or around pipe or drain tile shall be placed in a manner to avoid any displacement in line or grade of the pipe or tile, 15.9 The moisture content of drainfill materials shall be controlled as specified by the engineer. When the addition of water is required, it shall be applied in such a way as to avoid excessive wetting to adjacent earth fill. 15.10 Drainfill shall be compacted according to the following requirements: G'! 15.10.1 At least 2 passes, over the entire surface, of a pneumatic tired roller exerting a C.J pressure of not less than 75 pounds per square inch. A pass is defined as at (.....,,1 ',,/ least one complete coverage of the roller wheel, tire or drum over the entire surface of the layer. '-'.'- C"...: -15.10.2 At least 4 passes, over the entire surface, of the track of a crawler-type tractor 0"_"- C'''J weighing not less than 20 tons. .--1. ,,.".. ::A5.10,3 Controlled movement of the hauling equipment so that the entire surface is .-~-,,\ traversed by not less than one tread track of the loaded equipment. l._,j 16. SURFACE RESTORATION 16.1 Finish grade all disturbed areas to smooth, uniform lines without large clods, lumps, or debris. Grade for positive drainage. 16.2 Respread a minimum of 8" topsoil on all disturbed and earthfill areas and as shown on the plans. 16.3 All areas disturbed by construction operations shall be prepared, fertilized, seeded, mulched, watered, maintained, and warranted in accordance with IDOT 2601. 16.4 Seed and mulch immediately upon completion of fill compaction and topsoil replacement. 16.4.1 Seed and mulch all areas disturbed by construction. Seed mix shall be Urban Mixture as per IDOT 2601.04C for all areas, 16.4.2 If construction activity is not scheduled to occur in a disturbed area for 21 days or more, the area shall be stabilized by temporary erosion controls within 14 days of ceasing construction activities. 16.4.3 When completion of embankment construction falls outside of the allowable seeding dates outlined in IDOT 2601.04, temporary stabilization crop will be required. Stabilizing crop shall conform to IDOT 2601,05. 16.5 Any areas disturbed by construction that are outside of the construction limits shall be repaired and restored at the contractor's expense, No extra payment will be allowed for surface restoration on these areas. 16.6 The contractor shall be responsible for surface restoration of all areas used for stockpiles, equipment storage, staging areas, and, haul roads at no cost to the City. 1:\2003...,projects\1 03 .0827\Roadway Specs\pond.doc PC-lO SPECIAL PROVISIONS FOR SLUICE GATES 1. GENERAL 9. YOKE 2. CLASS AND TYPE OF GATE 10. FLUSH BOTTOM SEAL 3. QUALITY OF MATERIALS 11. FASTENERS 4. FRAME 12. GATE STEM AND LIFT 5. GATE SLIDE 13, STEM GUIDES 6. GATE GUIDES 14. WALL THIMBLE 7, WEDGES AND WEDGE SEATS 15. INST ALLA TION 8. SEAT FACING 16. OPERATIONAL TESTS 1. GENERAL 1.1 The Contractor shall submit the name of the manufacturer, the manufacturer's model number (for standard catalog items) or the seating and unseating heads for which the gate is designed, together with such drawings and specifications as may be necessary to show that the gate conforms to the requirements of this specification, 2. CLASS AND TYPE OF GATE 2.1 The class of gate will be expressed as a numerical symbol composed of the seating head and unseating head which the gate must withstand. The two numbers will be separated by a hyphen with the seating head listed first. For this purpose the heads shall be expressed in terms of feet of water. 2.2 Gates shall be type MHS-l as defined below: 2.2.1 Tvoe MHS-l gates shall have gray cast iron slides, frames, guides and yokes and shall be fitted with: (1) bronze seat facings, bronze wedges and wedge blocks or wedge seat facings, and bronze stem blocks or thrust nuts, (2) bronze or stainless steel fasteners, and (3) cold rolled steel stems, except that stems shall be stainless steel where so specified. 2.2.2 TVDe MHS-2 gates shall have gray cast iron slides, frame, guides, and yokes and shall be fitted with: (1) stainless steel seat facings, wedges, wedge seat facings, stems and fasteners, and (2) austenitic cast iron stem blocks or thrust nuts. 2.2.3 TVDe MHS-3 gates shall have austenitic gray cast iron slides, frames, guides, and yokes and shall be fitted with: (1) nickel -copper alloy seat facings, wedges, wedge seat facings, stems and fasteners, and (2) austenitic cast iron stem blocks or thrust nuts. 3. QUALITY OF MATERIALS ;;:-"~ '-' -~,.. 3,1 Materials in slide gates and appurtenances shall conform to the requirements:i;ltlhe applicable specification listed below for the alloy, grade, type, or class of materl8l<lnd the \ \ condition and finish appropriate to the structural and operational requirement~: . r....) .-.- ,.-....) I ~ i i' "'I - ':'- ,,', f:-:1 ~":.:::. c' ).~ _-I '-'1:\2003 _PROJECTS\1 03.0827\Coralville Specs_Road Project\sluice_gate.doc SG-l ------~._-------- , -------.----- _____._n Specifications G' 4_ Material (ASTM, Except as noted) (~":) Gray cast iron A 48 Class 30 or A 126 Class B 0 Austenitic gray cast iron A436 Cold rolled steel A 108 ...:.:- Stainless steel A 167, A 276, or A 582, \, ("...J Type 302, 303, 304, or 304L c,J Naval bronze B21 , . ",'..phosphor bronze B 1030rB 139 ,~ c,,:/ylanganese bronze B 138 or B 584 Silicon bronze B980rB584 Nickel-copper alloy plate, sheet, strip B 127 Nickel-copper alloy rod, bar B 164 Nickel-copper alloy castings Federal Specification QQ-N-288 Rubber for gaskets and seals D 2000 4. FRAME 4.1 The frame shall be cast iron and of the specified type. 4.2 The front face shall be machined to receive the gate guides and the rear face shall be machined as required to match the specified attaching means. 4,3 A dovetailed groove shall be machined on the perimeter of the front face to receive the seat facing. 5. GATE SLIDE 5.1 The gate slide shall be cast iron, rectangular in shape and shall have horizontal and vertical stiffening ribs of sufficient section to withstand the seating and unseating heads expressed by the gate class designation, as defined in Section 2 of this specification. 5.2 A dovetailed groove shall be machined on the perimeter of the slide face to receive the seat facing. 5.3 Tongues shall be machined on the vertical sides of the slide along its entire height to match the guide grooves with a maximum clearance of 1/16 inch for gates smaller than 54 inches by 54 inches and 1/8 inch for larger gates. 5.4 A nut pocket with reinforcing ribs shall be integrally cast on the vertical centerline and above the horizontal centerline of the slide. The pocket shall be of a shape adequate to receive a flat-backed thrust nut or stem block and shall be built to withstand the opening and closing thrust of the stem. 6. GATE GUIDES 6.1 The gate guides shall be cast iron and shall be built to withstand the total thrust of the gate slide due to water pressure and wedge action, 6,2 Grooves shall be machined to receive the tongue on the gate slide throughout the entire length of the guide. 6.3 The guides shall be of such length as to retain at least one-half the height of the gate slide when the gate is fully opened. M:\2003_PROJECTS\103.0827\Coralville Specs_Road Pro;ect\sluice-9ste.doc SG - 2 7. WEDGES AND WEDGE SEATS 7.1 Pads for supporting wedges, wedge seats and wedge loops (or stirrups) shall be cast as integral parts of the gate frame, slide, or guides and shall be accurately machined to receive those parts. 7.2 Wedges and wedge seats shall have machine finished bearing surfaces. They shall be fastened to the gate slide, frame or guides by means of suitable studs, screws, or bolts and shall be firmly locked in place after adjustment. 7.3 Each interacting set of wedge and wedge seat shall be adjustable as needed to insure accurate and effective contact. 8. SEAT FACING 8.1 Facings shall be pressed or impacted into the machined dovetailed grooves on the gate slide and frame and machined to a smooth finish to insure proper watertight contact. 9. YOKE 9.1 When a self-contained gate is specified, the yoke shall be of such design as to withstand the loads resulting from operation of the gate. 9.2 The yoke shall be provided with machined pads for connecting to the ends of the gate guides and to receive the stem thrust cap or handwheellift. 10. FLUSH BOTTOM SEAL 10.1 When a flush bottom sealing gate is specified, a solid, square corner type rubber seal shall be provided at the bottom of the gate opening. It shall be securely fastened either to the bottom of the slide or to the frame. 10.2 Metal surfaces bearing on the rubber seal shall be smooth and rounded as necessary to prevent cutting of the seal during gate operation. 11. FASTENERS 11.1 All anchor bolts, assembly bolts, screws, nuts, and other fasteners shall be of ample section to wit~stand the for~s created by operation of the gate while subjl::led to t~~, specIfied seatIng and unseating heads. :c;: :='c 11.2 Quality and size of fasteners shall be as recommended by the gate manuf~clurer, f") -.-.-- I") 11,3 Anchor bolts shall be furnished with two nuts to facilitate installation -.., / ' N 12, GATE STEM AND LIFT c:.' --.I 12.1 The gate stem and lift (or hoist) shall be of the specified type, size and capacity and, if hand operated, shall be capable of moving the gate slide under normal conditions, after it is unseated from its wedging device, with a pull on the handwheel or crank of not more than 25 pounds with the specified seating or unseating head of water against the gate. 12.2 The stem shall be fumished in sections as necessary to permit reasonable ease in installation. M:\2003]ROJECTS\103.0B27\CoraIvllle Spees_Road Project\sluice_gale.doc SG - 3 12.3 Couplings shall be bolted, pinned or keyed to the stem, 12.4 The stem shall be furnished with rolled or machine-cut 290 Acme threads of sufficient length to completely open the gate. 12.4,1 The threads shall be smooth and of uniform lead and cross section such that the nut can travel the full length without binding or excessive friction. 12.4.2 The stem shall be threaded for connection to the stem block or thrust nut on the gate slide. 12.5 The lift shall be compatible with the type of stem furnished. 12.6 Unless otherwise specified, the lift nut shall be cast manganese bronze and shall be fitted with ball or roller thrust bearings designed to withstand the normal thrust developed during opening and closing of the gate at the maximum operating heads. 12.7 All gears, sprockets, and pinions shall be machine-cut, with ratios and strength adequate to withstand operating loads. 12.8 Sufficient grease fittinlls shall be provided to allow lubrication of all moving parts. 12,9 An arrow and the word "open" shall be cast on the rim of the handwheel or on the lift housing to indicate the direction of opening. 12.10 Unless otherwise specified, the lift for a non-rising-stem gate shall be provided with an indicator capable of showing both when the gate is fully open and when it is fully closed. 12.11 Provision shall be made to prevent stem rotation within stem block or thrust nut at the connection with the gate slide. 12.12 Stop collars shall be provided on rising stems to prevent over-travel in opening and closing the gate. 13. STEM GUIDES 13.1 Unless otherwise specified, stem guides shall be cast iron with bronze bushed collars and fully adjustable in two directions. 14. WALL THIMBLE 14,1 When a wall thimble is specified, it shall be of the same cast iron used in the gate frame and of the section, type, and depth specified. 14.2 The front flange shall be machined to match the gate frame and drilled and tapped to accurately receive the gate attachment studs. 0" ~ "'::::'- C) 14,a;, Gaskets or mastic to be installed between the thimble and the gate frame shall conform to (......1 '. / ~".., the recommendation of the gate manufacturer and shall be furnished with the thimble. > ,- -- - , "1..- -15. ,,-J INSTAl.LATION _' c-..J \...\ 15. ij '_ Jhe Contractor shall supply the manufacturer's complete installation data, instructions for ("alJjustments and drawings or templates showing the location of anchor bolts for each gate, M:\2003]ROJECTS\103.0827\Coralville Specs_Road Project\sluice_gate.doc SG. 4 15.2 The Contractor shall install the gates in a manner that will prevent leakage around the seats and binding of the gates during operation. 15,3 Surfaces of metal against metal which concrete will be placed shall be free from oil, grease, loose mill scale, loose paint, surface rust, and other debris or objectionable coatings, 15.4 Anchor bolts, thimbles, and spigot frames shall be secured in true positions in the forms and held in alignment during the placement of concrete, 15.5 Concrete surfaces against which rubber seals will bear or against which fiat frames or plates are to be installed shall be finished to provide a smooth and uniform contact surface. 15.6 When a fiat frame is installed against concrete, a layer of bedding mortar shall be placed between the gate from and the concrete. 15,7 When a gate is attached to a wall thimble, a mastic or resilient gasket shall be applied between the gate frame and the concrete. 15.8 For radial gates, wall plates. sills, and pin brackets shall be adjusted and fastened by grouting and bolting after the gates have been completely assembled in place. 16. OPERATIONAL TESTS 16.1 After the gate and hoist (or lift) have been installed, they shall be cleaned, lubricated, and otherwise serviced by the Contractor in accordance with the manufacturer's instructions. 16,2 The Contractor shall test the gate and hoist by operating the system several times throughout its full range of operation. 16.3 The Contractor shall make any changes and adjustments necessary to insure satisfactory operation of the gate system. Co" ..' \ \ f'v .--- j"'J - . /.... N "- c" y --l M:\2003]ROJECTS\103.0827\Coralville Specs_Road Project\sluice_gate,doc SG - 5 NPDES GENERAL PERMIT No.2 STORMWA TER POLLUTION PREVENTION PLAN FOR CAMP CARDINAL ROAD EXTENSION PROJECT JOHNSON COUNTY, IOWA Project No. 103.0827 March 18, 2005 , -' - il ,,. Prepared by: f'~ ,- \'0 1\ -" -.-., SNYDER & ASSOCIATES, INC. -,.~ 501 SW Oralabor Road --- ,/ '" r:-: '- (::::-' Ankeny, Iowa 50021 ...~ ~ -' (515) 964-2020 IMPORTANT NOTICE This Pollution Prevention Plan shall be retained on the construction site from the date the construction activities begin to the date of final stabilization. In addition, all contractors shall be supplied with a copy of the pollution prevention plan. It shall be the duty of the OWNER to see that these requirements are met. M:\2003_PROJECTS\ 103.0B21\Coralville Specs,Road ProjectlSWPPP CCR 3,1 B.OS.doc . Table of Contents PART 1 SITE DESCRIPTION { SITE MAP PART 2 CONTROLS PART 3 CONSTRUCTION {IMPLEMENTATION PART 4 FINAL STABILIZATION {DISCONTINUATION PART 5 CERTIFICATION APPENDIX A NPDES GENERAL PERMIT No.2 APPENDIX B PUBLIC NOTICES { NOTICE OF INTENT APPENDIX C CHECKLISTS APPENDIX D SOILS REPORT APPENDIX E INSPECTION REPORTS c..... {::-:..) s::.:! -,/ - - ~- N .-..- C"J ._-'-'" Storm Water Pollution Prevention Plan PROJECT 1 03.0827 PART 1 SITE DESCRIPTION I SITE MAP .") "':.'; ''--_::.. -... .~ \ "" .__.po 1'-) i i .' ....::-: /' " '''' - 0 )::;.. --.J Storm Water Pollution Prevention P1an PROJECT 103,0827 SITE INFORMATION: Project Name CAMP CARDINAL ROAD EXTENSION PROJECT Project Location Southeast )4, Section 1, Township 79 North, Range 7 West (address, lat./long. or Northeast )4, Section 12, Township 79 North, Range 7 West Section- T -R) Southwest )4, Section 7, Township 79 North, Range 6 West Owner Name City of Coralville Representative Dan Holderness, P.E. City of Coralville Owner 1 51 27th Street Address/Phone Coralville, Iowa 52241 Phone (319) 248-1720 Site Area 48 Acres Disturbed Area 48 Acres Final Runoff 0.95 Coefficient Existing site soils are Fayette-Clinton-Givin-Ladoga with the CL unified soil classification. It is well drained and Soil type / moderately permeable with permeability from 0.6 to 2.0 characteristics inches per hour. Erosion factors range from 0.37 to 0.43. The wind erodibility group for the soil is 6. Slopes range from 2 to 40 percent. Receiving Waters Runoff is discharged to Clear Creek, a tributary of the Iowa River. Description Extension of Camp Cardinal Road consisting of grading, (purpose and types of paving and storm sewer installation. soil disturbing activities) Expected Sequence 1 . Call for locates. of Major 2. Stake temporary easements. Construction 3. Erect Silt Fence Activities 4. Remove and stockpile topsoil. (subject to change; any 5. Haul, grade and compact road fill. deviations shall be noted 6. Place culverts and storm sewers. on ,!"is planl-c 7. Construct pavement. ._~_.' ~- ~ c.....i ,'r::_ 8. Re-spread topsoil. - ,- 9. Seed disturbed areas for stabilization. ~- , 0.\ 10. Final completion, removal of temporary erosion control .' c~.l measures ...' . , -- '..'" , ".. Q. Storm Water Pollution Prevention Plan PROJECT 103.0827 LOCATION MAP I - . . .1 Ii , I' j / . . . . , ..~..__..__.m...._.._.._......_._.m._"_" ,"~.._,..,........-..... , .. . ~?d .;;..;, .~ f-J ----- .-'-- ~--0 ~ -',.-+, , . 1 !,,~) C. --.I 0 0 1000 2~OO 1"'"""- SC.lt.E IN fEET VJCINlTY MAP Storm Water Pollution Prevention Plan PROJECT 103.0827 . REFER TO PLAN SHEETS C.03 & C.04 FOR THE POLLUTION PREVENTION PLAN c' \::; t~J "./' 'c....:.- (--...1 C,J ..-.+-" \, Storm Water Pollution Prevention Plan PROJECT 103.0827 PART 2 CONTROLS . , , , r'~) .----- ;'0 i I -':J /' r,) C::' -l Storm Water Pollution Prevention Plan PROJECT 103.0827 A. Erosion and Sediment Controls This work shall be done in accordance with Section 2602 of the Standard Specification. If the work involved is not applicable to any contract items, the work shall be paid for according to Article 1109.03 paragraph B. Stabilization a. Preserve existing vegetation in areas not disturbed during construction. b. Area of disturbed soil at anyone time by construction operations shall be held to a minimum. c. Temporary Stabilization - areas where construction activity is not planned to occur for at least 21 days will be stabilized by temporary erosion controls within 14 days of ceasing construction activities in that area. . Frequent watering during construction in dry weather shall minimize dust and wind erosion from exposed soil. d. Permanent Stabilization - areas where construction activity has permanently ended will be stabilized within 14 days of ceasing construction activities in that area. . Permanent seeding and mulch in all unpaved areas where final grading is complete. e. Vegetative buffer strips . Existing vegetated areas along the north and south sides of the road will increase infiltration and sediment deposition by reducing runoff velocity. f. Protection of Trees and Natural Vegetation . Tree and vegetation removal is limited to the construction limits as shown on the plans. g. Dust control . Utilize mulch or watering of surface to control wind erosion of susceptible soils during and/or immediately after mass site grading operations. C-'; 1. S'tfuctural Controls :::> r~ .~ ' ~ C=:~a. Silt fence will be installed along the foreslope toe of roadway '--- " embankments and around area intakes as required per plans. .~ ... c-.J ' ,- b. Silt fence will be installed as ditch checks in areas shown on the _.-- (~J plans. :,~. Areas of 10 acres or less disturbed will require silt fence, sediment (-~' traps or equivalent measures for all side slopes and downslope boundaries of the disturbed area. d. Areas greater than 10 acres of disturbed land will require a sedimentation basin to trap eroded sediment. e. Silt fence and ditch checks are to be installed per plans along concentrated drainage ways to control sediment deposition. Storm Water Pollution Prevention Plan PROJECT 103.0827 f. Additional silt fence, earthen dikes, etc. may be required on all embankments, stockpiles and other areas to ensure runoff control. B. Other Controls Measures for controlling other sources of potential pollution that may exist on the construction site. During the course of construction, it is possible that situations may arise where unknown materials will be encountered. When such situations occur, they will be handled according to all applicable federal, state, and local regulations in effect at the time. 1. Waste materials a. Disposal of unused construction materials and construction material wastes shall comply with applicable state and local waste disposal, sanitary sewer, or septic system regulations. In the event of a conflict with other governmental laws, rules and regulations, the more restrictive laws, rules or regulations shall apply. 2. Hazardous waste a. Hazardous waste materials will be disposed of in accordance with applicable local, State, and/or Federal regulations. b. Equipment refueling and maintenance operations will be carried out in such a manner so as to prevent any spills and contamination to the soil and groundwater. c. Potentially hazardous materials will be used with great care to prevent spillage in any volume. 3. Sanitary waste a. A portable restroom facility shall be located on site at all times unless an approved equal is allowed. Wastes shall be collected and disposed of in complete compliance with local, state and federal regulations. This facility shall be located in an area where contact with the storm water discharge is minimal. 4. Vehicle tracking a. Stabilized construction entrance and/or vehicle washing racks installed at all site access points to reduce vehicle tracking of sediment offsite. (~'1 , , ~~, , b. Paved streets adjacent to the site shall be inspected daiIY:~Od -.. , cleaned as necessary to remove any excess mud, dirt or roc"1( , , f'.j ---. tracked from the site. ~'0 c. Dump trucks hauling material from the site shall be properly , I - , covered with a tarpaulin. .,j :~~ -' 1".,) d. Dust control measures utilized as necessary. ); C1 -J 5. Non-storm water discharges a. Expected sources of non-storm water discharges from the site Storm Water Pollution Prevention Plan PROJECT 103.0827 . --_._-~_._-- _. during construction include: . Potable water sources including water line flushings, irrigation drainage and fire fighting activities. . Pavement/building wash waters where no spills or leaks of toxic or hazardous materials have occurred and excluding detergents. . Uncontaminated groundwater from de-watering excavation. . Natural springs, wetland, water sources. . Foundation or footing drains where flows have not been exposed to solvents. C. Storm Water Management Storm water drainage will be provided by means of culverts and road ditches to Clear Creek. The quantity of runoff from the site will not be improved during construction. Measures implemented to control pollution of storm water after construction include: 1. Undeveloped areas will be graded at the slopes indicated and have permanent seeding applied. 2. Vegetated Swales and natural depressions - reduce storm water runoff by increasing infiltration, increase sedimentation by reducing runoff velocity. Ok,. :ccC .~ .....'::.-: f''-.j ,/ :;':::, C.i- ('....,J -"." C-J ! ) Storm Water Pollution Prevention Plan PROJECT 103.0827 PART 3 CONSTRUCTION I IMPLEMENTATION -".~ - j : ,,"0 ,- ._._'i j"...) i j 0' j....,] )> 0 -J Storm Water Pollution Prevention Plan PROJECT 103.0827 - A. State and Local Requirements 1. The storm water pollution prevention plan reflects the State of Iowa requirements for storm water management and erosion and sediment control, as established in 161 A.64 Code of Iowa, State of Iowa Statutory Requirements Pertaining to Erosion Control Plans. 2. Prior to initiating a land disturbing activity, a person engaged in land disturbing activity shall file a signed affidavit with the soil and water conservation district that the project will not exceed the soil loss limits. 3. Erosion control measures shall be constructed in accordance with Division 9 of the Statewide Urban Standard Specifications (SUDAS). 4. Code Compliance: The contractor shall comply with the soil erosion control requirements of the Iowa Code, the Iowa DNR NPDES permit and all local ordinances. B. Timing of Controls/Measures 1. Install down-slope and side-slope perimeter silt fence prior to commencing land-disturbing activity. 2. Install construction entrance and vehicle tracking controls. 3. Do not disturb an area until necessary for construction to proceed. 4. Install interior silt fences and ditch checks as grading progresses. 5. Cover or stabilize disturbed areas as soon as possible. Areas where construction activity temporarily ceases for more than 21 days, including topsoil stockpiles, will be temporarily stabilized within 14 days of the last disturbance. Areas where construction activity has ceased permanently will be permanently stabilized within 14 days of the last disturbance. 6. As areas reach their final grade, provide additional silt fence and ditch checks as required in areas of erosion. 7. Complete permanent stabilization seeding in disturbed areas within the construction limits. 8. Remove temporary sediment controls and accumulated sediment once entire site is stabilized. Re.seed any areas disturbed by their removal. Cf' ,.:J S-::! '0/ u_ , '. (,~ --.-" ('-.; Storm Water Pollution Prevention Plan PROJECT 103.0827 PROJECTED CONSTRUCTION SCHEDULE / CONSTRUCTION PROGRESS: PHASE A - SITE PREPARATION Anticipated Start End Mav 2, 2005 Auqust 26, 2005 Initial control measure installation (stake construction limits, erect additional silt fence) Operator Responsible Anticipated Start Date May 2, 2005 Anticipated End May 27, 2005 Date Actual Start Date Actual End Date Remove and Stockpile Topsoil (topsoil stockpile shall be stabilized) Operator Responsible Anticipated Start Date May 9, 2005 Anticipated End August 26, Date 2005 Actual Start Date Actual End Date PHASE B - ROAD CONSTRUCTION Anticipated Start End May 23, 2005 July 28, 2006 Haul and Compact New Road Subgrade (truck haulinq, subqrade compaction) Operator Responsible Anticipated Start Date May 23, 2005 Anticipated End June 16, 2006 Date Actual Start Date Actual End Date Construct Roadway (truck haulina, surface aradina, concrete pavinq) Operator Responsible Anticipated Start Date June 5, 2005 Anticipated July 28, 2006 End Date Actual Start Date Actual End Date .. :-! c_.' - . - I"Cl ._-' ~.~.) -.-., - i:.) c _J Storm Water Pollution Prevention Plan PROJECT 103.0827 ~._~--- . PHASE C - FINAL STABILIZATION Anticipated Start End September 5, 2005 September 29, 2006 Seeding. Fertilizing & Mulching (maintain erosion control measures until final stabilization) Operator Responsible Anticipated Start Date September 5, Anticipated End September 29, 2005 Date 2006 Actual Start Date Actual End Date Inspection & Maintenance 1. All documents related to the storm water discharge permit shall be kept on site at all times and must be presented to the Iowa DNR or EPA upon request. Including but not limited to the Storm Water Pollution Prevention Plan, Notice of Intent, Proof of Publication, and project inspection diary. 2. The contractor will be responsible for selecting a "qualified" inspector to conduct the inspections. "Qualified" is defined as a person knowledgeable in the principles an practices of erosion and sediment controls who possesses the sills to assess conditions at the construction site that could impact storm water quality and to assess the effectiveness of any sediment and erosion control measures selected to control the quality of storm water discharges from the construction activity. 3. The project area and control devices will be inspected by personnel assigned by the contractor every seven calendar days and within 48 hours after each rain event of Yo" or greater or heavy snow melt. The findings and any actions taken as a result of this inspection shall be recorded in the project diary with a copy submitted weekly to the owner or owner's representative during the project. a. Inspect silt fence for depth of sediment, tears, fabric securely attached to posts and posts firmly in the ground. b. Inspect seeding for bare spots, washouts and healthy growth. 4. This pollution prevention plan shall be revised as construction progresses to reflect current ownership, responsibilities, operations and findings. Cf' <ea. The plan will be revised due to any deficiencies in the plan or '-.---' ::c:; changes in conditions noted during an inspection and the contractor S::J . - will implement any and all revisions as soon as practical but no -- later than 7 days after the inspection. C", ":b. Maintain record of major construction operations start and ending --- (~J 1 'J dates and operators responsible for the various phases. 1..'.,-- ..... :;1;. The plan will be modified within 14 calendar days of a hazardous \,_. -- condition, describing the release, the date of release and the circumstances leading to the release. Steps to prevent the reoccurrence of such releases will be identified in a plan revision and implemented. 5. Maintain all temporary and permanent erosion control measures in good Storm Water Pollution Prevention Plan PROJECT 103.0827 working order by cleaning, repairing, replacement and sediment removal throughout the permit period. Any necessary repairs will be initiated within 24 hours of report. a. Built up sediment will be removed from silt barrier or the silt barrier replaced when it has reached 1/2 the height of the barrier. b. Built up sediment will be removed from sediment basins when it reaches 25% of the design capacity or at the end of the project. c. Accumulation of earth, silt or debris on adjoining properties or streets will be minimized. Remove any accumulation of earth, silt or debris immediately and take remedial actions for prevention. d. Minor spills of potentially hazardous materials will be cleaned up by removing and disposing of contaminate soils properly. Major spills shall be reported in accordance with 455B.386 Code of Iowa with clean up procedures dependant on the severity of the spill. 6. Damage claims: The contractor will hold the owner harmless from any and all claims of any type whatsoever resulting from damages to adjoining public or private property, including reasonable attorney fees incurred to owner. Further, if the contractor fails to take necessary steps to promptly remove earth sedimentation or debris which comes onto adjoining public or private property, the owner may, but not need to, remove such items and deduct the cost thereof from amounts due to the contractor. 7. Hazardous substance spill prevention and response a. The contractor is responsible for training all personnel in the proper handling and cleanup of spilled materials. No spilled hazardous materials or wastes will be allowed to come into contact with storm water discharges. If contact does occur, the storm water- discharge will be contained on site until appropriate meciSwres in:: compliance with all Federal, State, and local regulations :atEl", , - . followed to dispose of the hazardous substance. f"J .--- b. In addition to Good Housekeeping and material management - I'V practices, the following practices shall be done to minimize:the .' --'1 potential for hazardous material spills and to reduce the fj$~ Of \~ , 0 spill coming in contact with storm water. 5:-.~ ::., . Manufacturer's recommended methods for spill cleanup III7i1l be clearly posted and site personnel will be trained regarding these procedures and the location of the information and cleanup supplies. . Materials and equipment necessary for spill control, containment and cleanup will be provided onsite in a material storage area. Equipment and materials will include but not be limited to brooms, dust pans, mops, rags, gloves, goggles, kitty litter, sand, sawdust, and plastic and metal trash containers. c. In the event of a spill, the following procedures will be followed: . All spills will be cleaned up immediately following discovery. . The spill area will be kept well ventilated and personnel will wear appropriate protective clothing to prevent injury from Storm Water Pollution Prevention Plan PROJECT 103.0827 contact with the hazardous substance. . Spill of toxic or hazardous material will be reported to the appropriate state or local governmental agency and to the project manager and engineer, regardless of the size of the spill. d. In the event the construction site has a release of a hazardous substance or oil in an amount which exceeds a reportable quantity (RQ) as defined at 40 CFR Part 110, 40 CFR Part 11 7, or 40 CFR Part 302 then the permittee shall: . Person in charge of the site at the time of the spill shall call the EPA National Response Center to report the spill (800- 424-8802, or 202-426-2675). . Modify the Pollution Prevention Plan accordingly within 14 days of the spill including the items mentioned below. . Within 14 days of the release, submit a written description of the release including: a description of the release, type of material, estimated amount of spill, date of release, explanation of why the spill happened, and a description of the steps taken to prevent and control future releases. C. Materials Management Site sources of pollution generated as a result of this work related to silts and sediment which may be transported as a result of a storm event. However, this SWPPP provides conveyance for other (non-project related) operations. These other operations have storm water runoff, the regulation of which is beyond the control of this SWPPP. 1. Materials or substances expected to be present onsite during construction: a. Rock b. Subbase c. Solids and construction wastes d. Portland Cement Concrete 2. Material Management Practices - the following is a list of practices that will be used onsite to minimize the risk of spills or other accidental 0' ~osure of materials and substances to storm water runoff. (:':) ~l;~a. Good Housekeeping ;,,:, '--- 1_,_' An effort will be made to store onsite only enough products . ~ required to complete the job. (....I . All materials stored onsite will be kept in a neat, orderly manner ---' C,-) "',.r and in their appropriate containers. If possible, products shall (~)~~ be kept under a roof or other enclosure. . Materials will be kept in their original containers with the original manufacturer's label. Storm Water Pollution Prevention Plan PROJECT 103.0827 . Substances will not be mixed with one another unless recommended by the manufacturer. . Whenever possible, all of a product will be used up before disposing of the container. . Manufacturer's recommendations for proper use and disposal will be followed. . The job site superintendent will be responsible for daily inspections to ensure proper use and disposal of materials. b. Hazardous Products . Products will be kept in their original containers with the original manufacturer's label. . The original labels and material safety data will be kept for each of the materials as they contain important product information. . Disposal of any excess product will be done in a manner that follows all manufacturers', federal, local and state recommended methods for proper disposal. 3. Product Specific Practices - the following is a list of potential sources of pollution and specific practices to reduce pollutant discharges from materials or sources expected to be present during construction. a. Concrete wastes - only applicable for future site construction . Concrete trucks will be allowed to washout or discharge excess concrete only in specifically designated areas which have been prepared to minimize contact between the concrete and storm water discharge from the site. . The hardened product from the concrete washout areas will be disposed of as other non-hazardous waste materials or may be broken up and used on the site for other appropriate uses. b. Solid and construction wastes - All trash and construction debris shall be loaded onto trucks and hauled off site. No construction waste materials will be buried on site. An asbestos container may be located on site. The dumpster must be put in a location where the contact with storm water discharge is minimized. _.-, . , \ , -~ r....) --- 'v ! \ -- i"-) - c~ );;..- -J Storm Water Pollution Prevention Plan PROJECT 103.0827 .__._~'-~---------~---~ PART 4 FINAL STABILIZATION I DISCONTINUATION 0'0 :'? .- f...:..... , , ('..J .--- ~.-'- c..J , ' , ' Storm Water Pollution Prevention Plan PROJECT 103.0827 A. Final Stabilization / Discontinuation 1. The storm water discharge from a construction activity is no longer considered to be a discharge subject to the storm water permit requirements when final stabilization has been reached and temporary erosion and sediment controls have been or will be removed. A permittee must submit a Notice of Discontinuation (NOD) to inform the IDNR that storm water discharge no longer need to be covered by the general permit. 2. "Final Stabilization" - the point at which all soil disturbing activities are complete, and a uniform perennial vegetative cover with a density of 70% of the cover for unpaved areas and areas not covered by permanent structures has been established or equivalent permanent stabilization measures have been employed. 3. Notice of Discontinuation should be mailed to the following address: Storm Water Coordinator Iowa Department of Natural Resources 502 E. 9th Street Des Moines, Iowa 50319-0034 4. All plans, inspection reports and other related documents must be retained for a period of three years after project completion. The contractor shall retain record copy and provide original documents to the owner upon issuance of the NOD. ! 1 r<i -- C0 .. ~ ! l - . l"') c) -J Storm Water Pollution Prevention Plan PROJECT 1C3.0827 -~-~.,_._- -----~-- INSERT IOWA DNR NOTICE OF DISCONTINUATION FORM HERE 0''::':'\ (-:;:) ("....,,) , ./ ~- ('.J -...-' ('.1 \ ! .- .,.,.. J Storm Water Pollution Prevention Plan PROJECT 103.0827 PART 5 CERTIFICATION -.,. r-', -'" " r".) ".- 1'-' '--1 , -" i':} ~-...:.~ 0) Storm Water Pollution Prevention Plan PROJECT 103.0827 POLLUTION PREVENTION PLAN CERTIFICATION Proj ect CAMP CARDINAL EXTENSION PROJECT Project Location Southeast %. Section 1. Township 79 North. Range 7 West (address, lat./long., Sec.-T-Rl Northeast %. Section 12. Township 79 North, Range 7 West Southwest %. Section 7. Township 79 North. Range 6 West. Johnson County, Iowa I certify under penalty of law that this document and all attachments were prepared under my direction of supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. I certify under penalty of law that I understand the terms and conditions of the general National Pollutant Discharge Elimination System (NPDES) permit that authorizes the storm water discharges associated with industrial activity from the construction site as part of this certification. Further, by my signature, I understand that I am becoming a co-permittee, along with the owner(s) and other contractors and subcontractors signing such certifications, to the Iowa Department of Natural Resources NPDES General Permit No.2 for "Storm Water Discharge Associated with Industrial Activity for Construction Activities" at the identified site. As a co-permittee, I understand that I, and my company, are legally required under the Clean Water Act and the Code of Iowa, to ensure compliance with the terms and conditions of the storm water pollution prevention plan developed under this NPDES permit and the terms of this NPDES permit. Owner City of Coralville Address 1 51 27th Street Phone Coralville, Iowa 52241 (319) 248-1720 Representative Title Dan Holderness, P.E. City Engineer Si9?:eJ:ure Date c,\ .-- c-J ---" Storm Water Pollution Prevention Plan PROJECT 103.0827 CONTRACTOR'S CERTIFICATION Project CAMP CARDINAL EXTENSION PROJECT Project Location Southeast ~, Section 1, Township 79 North, Range 7 West (address. lat./lon9.. Sec.-T-R) Northeast ~,Section 12, Township 79 North, Range 7 West Southwest ~, Section 7. Township 79 North, Range 6 West, Johnson County. Iowa I certify under penalty of law that this document and all attachments were prepared under my direction of supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. I certify under penalty of law that I understand the terms and conditions of the general National Pollutant Discharge Elimination System (NPDES) permit that authorizes the storm water discharges associated with industrial activity from the construction site as part of this certification. Further, by my signature, I understand that I am becoming a co-permittee, along with the owner(s) and other contractors and subcontractors signing such certifications, to the Iowa Department of Natural Resources NPDES General Permit No.2 for "Storm Water Discharge Associated with Industrial Activity for Construction Activities" at the identified site. As a co-permittee, I understand that I, and my company, are legally required under the Clean Water Act and the Code of Iowa, to ensure compliance with the terms and conditions of the storm water pollution prevention plan developed under this NPDES permit and the terms of this NPDES permit. Contractor I Sub-contractor Responsible for Address Phone :'-'; '.-,0 Representative Title - . ",--I - 1.....) -' Signature Date .. ~, :c.; · ~:::; y , co Storm Water Pollution Prevention Plan PROJECT 103.0827 -. ,- -.--. - ---. CONTRACTOR'S CERTIFICATION lfor contractors with no authority to modify SWPPP) Project CAMP CARDINAL EXTENSION PROJECT Project Location Southeast Yo, Section 1, Township 79 North, Range 7 West (address, lat./long.. Sec.-T-R) Northeast Yo, Section 12, Township 79 North, Range 7 West Southwest Yo, Section 7, Township 79 North, Range 6 West, Johnson County, Iowa I certify under penalty of law that I understand the terms and conditions of the general National Pollutant Discharge Elimination System (NPDES) permit that authorizes the storm water discharges associated with industrial activity from the construction site as part of this certification. Further, by my signature, I understand that I am becoming a co-permittee, along with the owner(s) and other contractors and subcontractors signing such certifications, to the Iowa Department of Natural Resources NPDES General Permit No.2 for "Storm Water Discharge Associated with Industrial Activity for Construction Activities" at the identified site. As a co-permittee, I understand that I, and my company, are legally required under the Clean Water Act and the Code of Iowa, to ensure compliance with the terms and conditions of the storm water pollution prevention plan developed under this NPDES permit and the terms of this NPDES permit. Contractor I Sub-contractor Responsible for Address Phone Representative Title Signature Date cD .... ,~ c ~:: , 0 - , , .~ , , (",.1 -... i~ -...:. , , . .- j - ,._, Storm Water Pollution Prevention Plan PROJECT 103.0827 APPENDIX A NPDES GENERAL PERMIT No.2 '-' - ' I. i ,.e_O' p.) .---- ,',) \ ~ .- -- r>? ~,' - C.J ):> OJ Storm Water Pollution Prevention Plan PROJECT 103.0827 INSERT COpy OF NPDES GENERAL PERMIT No.2 (0 (~:~) ~>; '_.1.._ I 0.\ -,- C'-.l \" ~. _..- .,-:; Storm Water Pollution Prevention Plan PROJECT 103.0827 APPENDIX B PUBLIC NOTICE I NOTICE OF INTENT ['.) ..._' p- ;"":; ~ .. . ,",) C) 0) Storm Water Pollution Prevention Plan PROJECT 103.0827 - INSERT COPY OF: _ Public Notice (optional) Proof of Publications - Notice of Intent - C':" ....:( c:) _."~ -< r- . ,e'. "'..J - ~~- ('..) -"'" (-..J ".--"". L " .. (~; Storm Water Pollution Prevention Plan PROJECT 103.0827 APPENDIX C CHECKLISTS " r-' ...... -" r,_') u__ - I''''J .., ~ .j) i".:) <;~- c:' ...:-,..,. c.) Storm Water Pollution Prevention Plan PROJECT 103.0827 INSERT COPY OF EPA CHECKLISTS cc. c-,:f c.) -. ~_':2 .- ('.1 ..-.~ (-...j .--,., \ 1 ,- .~:-.... ;'J :;:- Storm Water Pollution Prevention Plan PROJECT 103.0827 APPENDIX D SOILS REPORT '.-,- .'-' .' \ l ....~J t'v ,-i . . r'..J .- C) ':.;"J Storm Water Pollution Prevention Plan PROJECT 103.0827 INSERT SOILS REPORT IF APPLICABLE cO ,_::J ~2 " Ii '.-- ..- (''-J --.-, ('.j -.--.. U -- "~ t~ Storm Water Pollution Prevention Plan PROJECT 103.0827 APPENDIX E INSPECTION REPORTS () ,-" ,.<.. -,I r.) .~.- \0 ,.-., .-,-, .j r:? ",-'-- 0 y G) Storm Water Pollution Prevention Plan PROJECT 103.0827 INSERT SUGGESTED INSPECTION REPORT FORM C-:J co ':':1 '- '- C'.,' -'-. C....J --- .- ...~.? -;--) ::;;... Storm Water Pollution Prevention Plan PROJECT 103.0827 ~ . 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CRO-264 ._~~... ... - \> .,.. ------ Ii ~ Prepared by: Ron Gaines, City Engineer. 410 E, Washington St., Iowa City, IA 52240 (319) 356,5145 RESOLUTION NO. 05-119 RESOLUTION APPROVING PLANS, SPECIFICATIONS, FORM OF CONTRACT AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE CAMP CARDINAL ROAD EXTENSION PROJECT, ESTABLISHING AMOUNT OF BID SECURITY TO ACCOMPANY EACH BID, DIRECTING CITY CLERK TO PUBLISH ADVERTISEMENT FOR BIDS, AND FIXING TIME AND PLACE FOR RECEIPT OF BIDS. WHEREAS, this project will be bid by the City of Coralville; and WHEREAS, bids will be accepted on April 12, 2005 at 7:00 p.m. by the City of Coralville, Iowa; 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 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 10% (ten percent) of bid. 3. The City Clerk is hereby authorized and directed to publish notice for the receipt of bids by the City of Coralville for the construction of the above-named project in a newspaper published at least once weekly and having a general circulation in the city. 4. Bids for the above-named project are to be received by the City of Coralville, Iowa, until 7:00 p.m. on the12th day of April, 2005, or at a later date and/or time as determined by the City of Coralville, with notice of said later date and/or time to be published as required by law. Thereafter the bids will be opened by the City of Coralville, and thereupon referred to the Council of the City of Iowa City, Iowa, for a recommendation of action upon 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 19'h day of April, 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. Passed and approved this 22nd day of March ,2005 &/V/~ MY Approved by ATTEST:~A"'~H) ~ k~ ~ II~/{)~ Cf LERK Pwengfreslcamp cardinal road ext.doc Resolution No. 05-119 Page 2 It was moved by Champion 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 ADVERTISEMENT FOR BIDS CAMP CARDINAL ROAD EXTENSION PROJECT 2005 Sealed bids for the Camp Cardinal Road Extension Project are to be received by the City of Coralville, Iowa, until 2:00 PM, April 12, 2005, or at a later date and/or time as determined by the City of Coralville, with notice of said later date and/or time to be published as required by law. Thereafter the bids will be opened by the City of Coralville, and thereupon referred to the Council of the City of Iowa City, Iowa, for a recommendation of action upon bids at its next meeting, to be held at the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, at 7:00 PM on the 19'h day of April, 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. The work will involve the following: construction of portland cement concrete pavement, traffic signalization, storm sewer, retention pond, water main and all other work as included in the plans and specifications. All work is to be done in strict compliance with plans and specifications prepared by Snyder & Associates, Inc., which have heretofore been approved by the Iowa City, City Council, and are on file for public examination in the City Clerk's office. Whenever reference is made to the "Standard Specifications," it shall be the "Standard Specifications for the Series of 2001 Highway and Bridge Construction" of the Iowa Department of Transportation, as modified. Each proposal shall be completed on a form furnished by the City and must be accompanied in a seaied envelope, separate from the one containing the proposal, by either of the fOllowing forms of bid security; (1) a certified or cashier's check drawn on a solvent Iowa bank or a bank chartered under the laws of the United States or a certified share draft drawn on a credit union in Iowa or chartered under the laws of the United States, in an amount equal to 10% of the bid, (2) a bid bond executed by a corporation authorized to contract as a surety in the State of Iowa, in a penal sum of 10% of the bid. The bid security shall be made payable to the Treasurer of the City of Coralville, Iowa, and shall be forfeited to the City of Coralville as liquidated damages in the event the successful bidder fails to enter into a bond satisfactory to the City insuring the faithful performance of the contract and maintenance of said work, if required, pursuant to the provisions of this notice and the other contract documents. Checks of the lowest two or more bidders may be retained for a period of not to exceed forty-five (45) days until a contract is awarded or rejection is made. Other checks will be returned after the canvass and tabulation of the bids is completed and reported to the City Council. The City will issue a sales tax exemption certificate for all materials purchased. on the project. The City will issue the appropriate tax exemption certificates and authorization letters to the Contractor and all subcontractors completing work on the project. Tax exemption certificates are applicable only for the specific project for which the tax exemption certificate is issued. AB-l --~- Contractor shall provide a listing to the City identifying all appropriate subcontractors qualified for use of the tax exemption certificate. Contractor and subcontractors may make copies of the certificate and provide to each supplier providing construction material a copy of the tax exemption certificate. Payment to the Contractor will be made as specified in the "Standard Specifications" Section 1109. The successful bidder will be required to furnish a bond in an amount equal to one hundred percent (100%) of the contract price, said bond to be issued by a responsible surety approved by the City Council and shall guarantee the prompt payment of all materials and labor and protect and save harmless the City from claims and damages of any kind caused by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of one year from and after its completion and acceptance by the City. The following limitations shall apply to this project: Starting Date: May 9,2005 Substantial Completion of Stages 1 A & 1 B by: August 19,2005 Substantial Completion of Stage 2 by: November 18, 2005 Substantial Completion of Stage 3 by: July 28, 2006 Final Restoration Completion by: September 15, 2006 Liquidation Damages: $500/day The plans, specifications and proposed contract documents may be examined at the office of the City Clerk. Copies of said plans and specifications and form of proposal blanks may be secured at the office of Snyder & Associates, Inc., 5005 Bowling Street SW, Cedar Rapids, Iowa 52404, by bona fide bidders. Return all plans and specifications to the City Engineer's office in good condition within fifteen (15) days after the opening of bids. Prospective bidders are advised that the City of Coralville desires to employ minority contractors and subcontractors on City projects. The City Council reserves the right to reject any and all bids, to waive technicalities or irregularities and to enter into such contract as it shall deem to be to the best interests of the City. The City Council reserves the right to defer acceptance of any proposal for a period not to exceed forty-five (45) calendar days from the date of receiving bids, The Contractor awarded the contract shall submit, before starting construction, a list of proposed subcontractors along with quantities, unit prices and dollar amounts that each subcontractor will perform, If no minority business enterprises (MBE) are utilized, the Contractor shall furnish documentation of all efforts to recruit MBE's. A listing of minority contractors is available and can be obtained from the City Engineer's Office. By virtue of statutory authority, preference will be given to products and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa Statutes. The Iowa Reciprocal Preference Act (SF 2160) applies to the contract with respect to bidders who are not Iowa residents. Published upon order of the City Council of Iowa City, Iowa. Isl Marian Karr, City Clerk AB-2 ~ ..,-----.--- ----~._--"-_.- 'Printer's Fee sJ r") .13 CERTIFICATE OF PUBUCATION STATE OF IOWA, JOHNSON COUNTY, SS: THE IOWA CITY PRESS-CmZEN FED. ID #42-0330670 OFFICIAL PUBLICATION I, CE OF PUBUC HEARING ON ~~ SPECifiCATIONS. FORM Linda Krotz, being duly sworn, say P OF CONTRACT AND ESTIMATED COST FOR THE that I am the legal clerk of the IOWA CAMP CARDINAL w:g~~~~, PROJECT IN THE C CITY PRESS-CITIZEN, a newspaper ICYWA . TY OF published in said county, and that a TO ALL TAXPAYERS OF ~H,!1, ChTHER ICYWA CITY. IOWA. AN. notice, a printed copy of which is INTER,ESTE.D P~Rh~~~~' given' that the PubliC notIce 1$ , City Iowa. hereto attached, was published in city council of the City of I~ n' plans will ~n.d,uct a ~Ublicf :~~~~ Oand esti~ said paper _I time(s), on the specifICations, rm 0 struction of the ad cost tor the con. , following date(s): ~:~p Cardinal Road Exte~~;o~~~~ In said city at 7:00 p.m. on, eto be held .ifI fJ Vc J... I, 2.fli'l5 of March, 200~, ::~~:I~n City Hall. ./ ~1~, W~h~n~o~~~;~ s:~d t~~' ~~~ said .meet;ng I~.ty councii thereafter as - meeting o the I posted by the City Clerk. f n Y71l~ Said plans specifications, form 0 f~O i~ : ted cost afe now on Ie tract ~d estuna City Clerk in City Hall in the office of the be inspected by Iowa City, Iowa, and may Legal Clerk any interested persons. a pear at Any inte!ested pers~:;.; ~:Jncrr for the Subscribed and s~ to before me said ";:et~g ~~~rn~ objections to a~ ~~ents concerning said PI~n~, ~:~~ this I 7 H. day of f', 'vr-.fA ) cations, contract or the cos 0 A. . 20 {)'5 said improvemen,t. rd r of the City This notice is ~lve~ ~ ~ ~ty Iowa and council of the City 0 ow , as provided ~~' City CLERK MARIAN K. , March 17, 2005 Notary Public 57189 ~ ORLENE MAHER , , Commloalon NumlIor 7tA48 0." . My C"""""'lon ~... Aprtl2, 2001 ------~.~- --~,_._- R;)J ~ 16 Prepared by: Ron Gaines, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240 (319)356-5145 RESOLUTION NO. 05-174 RESOLUTION RECOMMENDING THE AWARD OF A CONTRACT BY THE CITY OF CORALVILLE FOR CONSTRUCTION OF THE CAMP CARDINAL ROAD EXTENSION PROJECT. WHEREAS, Streb Construction Co., Inc. of Iowa City has submitted the lowest responsible bid of $4,385,943.68 for construction of the above-named project. WHEREAS, the City of Coralville will be the contracting authority for the above 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 recommended to be awarded to Streb Construction Co., Inc., subject to the condition that awardee is deemed qualified by the City of Coralville. 2. The City of Coralville and/or the Mayor are hereby authorized to sign the contract for construction of the above-named project. Passed and approved this 3rd day of Mav ,2005 /l ~ ~4/. - itA YOR ATTEST: ~/~ _oj .)!, K~ Approved by ~ ~.A.fos:- ~~"""'rc CI LERK City Atto y, Office It was moved by Wil burn 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 pwenglres/campcardp~awrdcon.doc 4/05 OFFICIAL PUBLICATION ADVERTISEMENT FOR BIDS Payment to the Contractor will be made; CAMP CARDINAL ROAD as specified in the "Standard' EXTENSION PROJECT 2005 Specifications~ Section 1109, The sue-' Sealed bids for the Camp Cardinal Road cessful bidder will be required to furnish a Extension Project are to be received by bond in an amount equal to one hundred' ...., d s'-i the City of Coralville,lowa, until 2:00 PM, percent (100%) of the contract price, said, Printer's Fee $ -, .. April 12, 2005, or at a later date andlor bond to be issued by a responsible sure-r time as determined by the City of ty approved by the City Council and shaW Coralville, with notice of said later date guarantee the prompt payment of al~ CERTlFIC"'Tr OF PUBUC"'....ION and/or tima to be put;ished as required materials and labor and protect and; na ~ na by law. Thereafter the bids will be opened save harmless the City from claims and'" ST.''''Tr OF IOWA by the City of Coralville, and thereupon damagesofanykindcausedbytheoper-, l"I.& L, referred to the Council of the City of Iowa ation of the contract, and shall also guar-, JOHNSON COUNTY SS. City. Iowa, for a recommendation of antee the maintenance of the improve.J'! , . action upon bids at its next meeting, to be ment for a period of one year from and" THE IOWA CITY PRESS-CITIZEN held at the Emma J. Harvat H''', City after its completion and accept,nce by, Hall. Iowa City. Iowa. at 7:00 PM -on the the City, ' FED ID #42-0330670 19th day of Apnl, 2005. or at "ater data The following limitations shall apply to' . and/or time as determined by the Director this project: of Public Works or designee. with notice Starting Date: May 9. 2005 ~ of said later date and/or time to be pUb- Substantial Completion of Stages 1A &! I Iished'as required by law, or if said meet- 1 B by: August 19, 2005 - , ing is cancelled. at the next meeting of Substantial Completion of Stage 2 by: ' LiR I I _ being duly sworn say the City Councillhareafter as posted by November1B,2005. ' , , the CIty Clerk, Substantial Completion of Stage 3 by: that I am the legal clerk of the IOWA The work willinvolve the following: con, July2B,200B. . . structton of portland cement concrete Final Restoration Completion by: a CITY PRESS-CITIZEN a newspaper pavement, trafilc signalization. storm Sapte,mb~r 15, 2006 . , sewer, retention pond. water malO and all LiqUIdation Damages: $5oo/day a Published in said county and that a other work as included in the plans and The plans. specifications and proposed , spooficatlons, contract documerfts may be exammed at, notice a printed copy of which is All ~rk is to be done in, ~tric:t compli- the office of the.~ity.Clerk. Copies of sakE;. , ance with plans and specifications pre- plans and specifications and form of pro-~ hereto attached was published in pared by Snyder & Associates, Inc., posal blanks may be secured at the OffiC&-1 , which have heretofore been approved by of Snyder & Associates, Inc., 5005' said paper -l time(s) on the the Iowa City. City Council, and are on fite Bowling Straet SW, Cedar Rapids. lowa~ , for public examination in the City Clerk's 52404, by bona fide bidders, Return allt following date(s)- office, plans and specifications to the Cjty~ ~ . Whanever refarence is made to the Engineer's oftice in good condition w.hin, _ "Standard Specifications,~ it shall be the fifteen (15) days after the opening of bids.- r ( LJ . [)../) tJ..!:5 "Standard Specifications for the Serie. s of Prospective bidders are advised that the - 2001 Highway and Bridge Construction~ City of Coralville desires to employ minor- of the Iowa Department of ity contractors and subcontractors on Transportation. as modified, City projects. ~ Each proposal shall be complated on a The City Council resarves the right to form furnished by the City and must be reject any and all bids, to waive techni- , 10 (J..t accompanied in a saaled envelope, sep' calities or irragularities and to entar into o -^-.J arate from the one containing the pro- such contract as it shall deem to be to the - ~ . posal, by either of the following forms of best interests of the City. The City Legal Clerk bid security; (1) a certified or cashier's Council reserves the right to defer check drawn on a solvent Iowa bank or a acceptance of any proposal for a period Subscribed and sworn to before me bank chartered under the laws of the not to exceed forty'five (45) calendar ~ Un.ad States or a certified share draft days from the date of receiving bids, . this ~day of ~ J drawn on a credit union inloW'a or char- The Contractor awarded the contract tered under the laws Of the United States. shall submit. before starting construction.... A D 20 0 C) in an amount equal to 10% of the bid. (2) a list of proposed subcontractors along . - - a bid bond executed by. a corporation with quantities. unit prices and dollar authorized to contract as a surety in the amounts that each subcontractor will per- :;z ~ State of Iowa. in a penal sum of 10% of form. If no minority businass entarprlses A the bid, The bid security shall be made (MBE) are utilized, the Contractor shall payable to the Treasurer of the City ,of furnish documentation of all efforts to Notary Public Coralville, Iowa, and shall be forfeited to recruit MBE's. A listing of minority con- the City of Coralville as liquidated dam- tractors is available and can be obtained ages in the event thel>:ucce~sf_ul bidder from the City Engineer's Office. fails to enter-into a bond satisfactory to By virtue of statutory authority, prefer-_ the City insuring the faithful performan~ e!'lC8 will be given to products an.d provi- UNDA KROTZ of the contract and maintenance of sal? slons grown and coal produced WIthin t~e @ 732819 work, if required, pursuant to the provl-. State of Iowa, and to towa domestiC . l- Commtssion Num~~, sions of this notice and the other contract labor. to the eldent lawfully required . . MyComrrisStOn ~1'88 documents, Checks of the lowest two o~ under Iowa Statutes. The Iowa January 27. 2008 more bidders may be retained for a peri-:- Reciprocal Preference Act (SF 2160) ad of not to exceed forty-five (45) days; applies to the contract with respect to bid- until a contract is awarded or rejection is, ders who are not Iowa residents. made.' Other cl)eCks wilL be returned- Published upon order of the City Councit after the canvass and tabulation-of th~ of Iowa City, Iowa. bids is completed and reported to the. Isl Marian Karr, City Clerk City Council. ' . f 61800 April 4, 2005 The City will issue a sales tax exemption, certificate for all materials purchased on, the project. The City will issue the appro'" priate tax exemption certificates and authorization letters to the. Contractor and all subcontractors completing work.~ on the project. Tax exemption c:e:rtif~tes~ are applicable only for the specific proJect< for whiph the tax exemption certificate is'' issued.. . Contractor shall provide a listing to the., City identifying all appropriatesubcon~', tractors qualified for use of the tax. exemption certificate. Contractor and subcontractors may make copies of the; certificate and provide to each supplier. 'providing construction material a copy of' the tax exemption certificate. .D .. [::ED I, 'f~' Prepared by: Ron Gaines, Public Works, 410 E. Washington St.. Iowa City. IA 52240 (319) 356,5145 RESOLUTION NO. Ol:\_1.7R RESOLUTION ACCEPTING THE WORK FOR THE CAMP CARDINAL ROAD SITE PREPARATION PROJECT, A1K1A THE CAMP CARDINAL ROAD PRELIMINARY CLEARING PROJECT WHEREAS, the Engineering Division has recommended that the work for construction of the Camp Cardinal Road Site Preparation Project, A1K1A, The Camp Cardinal Road Preliminary Clearing Project, as included in a contract between the City of Coralville, Iowa and Connolly Construction of Peosta, Iowa, be accepted; and WHEREAS, said project has been completed in accordance with the approved plans and specifications; and WHEREAS, the City of Coralville has accepted the project by Resolution 2005-173 on May 24, 2005. 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 11th day of ne~emher ,20 0') ~W ;;;iL Approved by ATTEST:)n~~/:"~J ;/(/ ~ !!~ I~.r CITY LERK Ci Attorney' Office It was moved by Vanderhoef 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 Pweng/reslCCR,connolly.doc