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HomeMy WebLinkAboutTRAIL/IOWA RIVER/NAPOLEON TO TRUEBLOOD/2011TRAIL /IOWA RIVER NAPOLEON TO TRUEBLOOD/ 2011 Tra,< / :YS wa 1�iver /jcyof -on 40 lcd P692 I 6)C' a - Apk- P Pf innS�g er_�,4 4 ",s"�' ,r,a_a '� s s 4ry) ��m Al ap6(evr, . 4v /�ru �bla�cL k _ ! i t A � F�Ll; c- NoL e-2 C I o-� SAyrm Qcdgs, `- �C] 1 C �� O k- k. t rC� 1— S 4D r C V � � Vn 0. �Pr � sC �U X a v- t r END 7� i Q o t C,e- Lam �D S C Pr t)t71 C" Pu j CC'"7--t cn Vp L2 r 1 : c'�1 C � S_ — �r ofSl D� 1'c � 1; C C`4, 1- 1 l,L l Cc toa i t L141. rl F"r o Q4-_ �_ a� O,f j cc 4-ke- two r Y, 4-ke- ve ar r Aja DD �?raj L ENGINEER'S ESTIMATE April 1, 2011 City Clerk City of Iowa City, Iowa Re: Iowa River Trail — Napoleon to Trueblood Project Dear City Clerk: The estimate for this project is $280,000. Sincerely, Jason R. Havel, P.E. Civil Engineer r 1 =Z .-4 CITY OF IOWA CITY 410 East Washington Street Iowa City, Iowa 52240 -1826 (319) 356 -5000 (319) 356 -5009 FAX www.icgov.org Na o -- .... C")-< I r.. -`acs Crn IT'i I I APR -I P11 4 48 CITY CLERK IOVIA CITY, IOWA CITY OF IOWA CITY DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION PLANS, SPECIFICATIONS, PROPOSAL AND CONTRACT FOR THE IOWA RIVER TRAIL - NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA QUO....... /{/ql I hereby certify that this engineering document was prepared by me gyp• ;• ' •.: �. or under my direct personal supervision and that I am a duly licensed • KEVIN P. • =;LG' Professional Engineer under the laws of the State of Iowa. LU TROM m Signature: a� P• T l12866 Name: Kevin P. Trom, PE IOWA ��ESS111N z ; JAKEJ. �_: HENKLE e n 12668 low N Date: 3431 /1( My license renewal date is December 31, 2011 I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the law� o!Uhe State of Iowa. Signature: Name: Jake J. Henkle. PE Date: My license renewal date is December 31, 2012 110296 -0 SPECIFICATIONS TABLE OF CONTENTS TITLE SHEET CITY CLERK IMI /A CITY. 10111A TABLE OF CONTENTS NOTICE TO BIDDERS ............................................................. ............................... AF -1 NOTETO BIDDERS ................................................................ ............................... NB -1 TARGETED SMALL BUSINESS (TSB) AFFIRMATIVE ACTION RESPONSIBILITIES ..... TSB -1 FORMOF PROPOSAL ............................................................ ............................... FP -1 BIDBOND ................................................................................ ............................... BB -1 FORM OF AGREEMENT ......................................................... ............................... AG -1 PERFORMANCE AND PAYMENT BOND ............................... ............................... PB -1 CONTRACT COMPLIANCE (ANTI- DISCRIMINATION REQUIREMENTS) .................... ............................... CC -1 GENERAL CONDITIONS ......................................................... ............................... GC -1 SUPPLEMENTARY CONDITIONS .......................................... ............................... SC -1 RESTRICTION ON NON - RESIDENT BIDDING ON NON - FEDERAL -AID PROJECTS......................................................................... ............................... R -1 TECHNICAL SECTION DIVISION 1 -GENERAL REQUIREMENTS Section 01010 Summary of the Work ........................... ............................... 01010 -1 Section 01025 Measurement and Payment ................. ............................... 01025 -1 Section 01310 Progress and Schedules ...................... ............................... 01310 -1 Section 01570 Traffic Control and Construction Facilities ........................... 01570 -1 Section 01737 Stormwater Pollution Prevention Plan .. ............................... 01737 -1 Section 01737A Stormwater Pollution Prevention Plan — Contractor /Subcontractor Certification ............................... 01737A -1 Section 01737B Stormwater Pollution Prevention Plan— Inspection Report 01737B -1 Section 01737C Stormwater Pollution Prevention Plan — Table of Contractor /Subcontractors Implementing Erosion/ Sedimentation Control Measures ........ ............................... 01737C -1 Section 01737D Iowa Department of Natural Resources NPDES General Permit No. 2 "Storm Water Discharge Associated With Construction Activities" ........................... 01737D -1 Section 01737E Stormwater Pollution Prevention Plan — 110296 -0 Owner Certification .............................. ............................... 01737E -1 DIVISION 2 - SITE WORK Section Section 02000 Si to olitions, emovals and Abandonments ....................... 5 E D 02100- Section 02220 Earth Excavation, Backfill, Fill and Grading... .................. ­20110 0 -1 Section 02370 Erosion and Sedimentation Control ...... ............................... � PM 4:48 Section 02520 Portland Cement Concrete Paving ....... ............................... - Section 02700 Sewers ................................................. ............................... 1 � 1 �LERK Yo 10 A DIVISION 16 - ELECTRICAL Section 16050 Operation and Maintenance of Electrical Systems .............. 16050 -1 Section 16120 Low voltage Electrical Power Conductors and Cables........ 16120 -1 Section 16125 Hangers and Supports for Electrical Systems ..................... 16125 -1 Section 16130 Raceway and Boxes for Electrical Systems ........................ 16130 -1 Section 16520 Exterior Lighting .................................... ............................... 16520 -1 110296 -0 NOTICE TO BIDDERS IOWA RIVER TRAIL — NAPOLEON TO TRUEBLOOD PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 2:30 P.M. on the 12th day of May, 2011. Sealed proposals will be opened immediately thereafter by the City Engineer or designee. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 7:00 P.M. on the 17th day of May, 2011, or at special meeting called for that purpose. The Project will involve the following: Construction of a 10 -foot wide 6" thick PCC recreation trail approximately 0.5 miles from Napoleon Park to Terry Trueblood Recreation area. All work is to be done in strict compliance with the plans and specifications prepared by Shive- Hattery, Inc., of Iowa City, Iowa, which have heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk. Each proposal shall be completed on a form furnished by the City and must be accompanied in a sealed envelope, separate from the one containing the proposal, by a bid bond executed by a corporation authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10) calendar days of the City Council's award of the contract and post bond satisfactory to the City ensuring the faithful performance of the contract and mainte- nance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. Bid bonds of the lowest two or more bidders may be retained for a period of not to exceed fifteen (15) calendar days following award of the contract, or until rejection is made. Other bid bonds will be returned after the canvass and tabulation of bids is completed and reported to the City Council. 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, and shall guarantee the prompt payment 110296 -0 AF -1 [IMP, 2011 APR - I PM 4: 48 CITY CLERK I0' g'A CITY.10WA of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of five (5) year(s) from and after its completion and formal acceptance by the City Council. The following limitations shall apply to this Project: Completion Date: September 1, 2011 Specified Start Date: June 1, 2011 Liquidated Damages: $200 per day The plans, specifications and proposed contract documents may be examined at the office of the City Clerk. Copies of said plans and specifi- cations and form of proposal blanks may be secured at the City of Iowa City, City Engineer's office, by bona fide bidders. A $35 refundable fee is required for each set of plans and specifications provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to the City of Iowa City. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of minority contractors can be obtained from the Iowa Department of Economic Development at (515) 242 -4721 and the Iowa Department of Transportation Contracts Office at (515) 239- 1422. Bidders shall list on the Form of Proposal the names of persons, firms, companies or other parties with whom the bidder intends to subcon- tract. This list shall include the type of work and approximate subcontract amount(s). The Contractor awarded the contract shall submit a list on the Form of Agreement of the proposed subcontractors, together with quanti- ties, unit prices and extended dollar amounts. By virtue of statutory authority, preference must be given to products and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully re- quired under Iowa Statutes. The Iowa reciprocal resident bidder preference law applies to this Project. The City reserves the right to reject any or all proposals, and also reserves the right to waive technicalities and irregularities. Published upon order of the City Council of Iowa City, Iowa. MARIAN K. KARR, CITY CLERK 110296 -0 AF -2 FILED 2011 APR - I PM 4: 48 CITY CLERK IDWA CITY, Iflym NOTE TO BIDDERS r , The successful bidder and all subcontractors are required to submit at lelej jt s_grioQJf 4: 48 award three references involving similar projects, including at least one municipal reference. Award of the bid or use of specific subcontractors may be denieCIT I K favorable references are not verified or may be denied based on past 1 A"ifflf(Y�J VA projects with the City of Iowa City. 2. References shall be addressed to the City Engineer and include the name, address and phone number of the contact person, for City verification. 3. Contractors are required to submit the "TSB Pre -Bid Contact Information" form with their bid. Prior to award, and in order for your bid to be considered responsive, you are required to provide the information on this form showing your Targeted Small Business contacts made with your bid submission. This information is subject to verification and confirmation. 4. There is no TSB goal assigned to the project, but contractors are required to make positive efforts in utilizing TSBs for this project, and provide documentation as described in the Targeted Small Business (TSB) Affirmative Action Responsibilities, which has been made part of these specifications. 3. Bid submittals are: Envelope 1: Bid Bond Envelope 2: Form of Proposal Envelope 3: TSB Pre -Bid Contact Information and related documentation. 110296 -0 NB -1 UTILIZATION OF TARGETED SMALL BUSINESS (TSB) ENTERPRISES ON NON - FEDERAL AID PROJECTS (THIRD -PARTY STATE - ASSISTED PROJECTS) In accordance with Iowa Code Section 19B.7 and 541 Iowa Administrative Code (IAC) Chapter 4, it is tl�e llo�U) Iowa Department of Transportation (Iowa DOT) that Targeted Small Business (TSB) enterprises shall have the maximum practicable opportunity to participate in the performance of contracts financed in whol620i� itta PtalpM 4. 48 funds. �FRUnder this policy the Recipient shall be responsible to make a p ositive effort rt to solicit bids or p r p o AT4 A and to utilize TSB firms as contractors or consultants. The Recipient shall also ensure that the contractors or consultants make positive efforts to utilize TSB firms as subcontractors, subconsultants, suppliers, or participants in the work covered by this agreement. The Recipient's "positive efforts" shall include, but not be limited to: 1. Obtaining the names of qualified TSB firms from the Iowa Department of Inspections and Appeals (515 -281- 7102) or from its website at: http: / /dia.iowa..qov /page7.html. 2. Notifying qualified TSB firms of proposed projects involving State funding. Notification should be made in sufficient time to allow the TSB firms to participate effectively in the bidding or request for proposal (RFP) process. 3. Soliciting bids or proposals from qualified TSB firms on each project, and identifying for TSB firms the availability of subcontract work. 4. Considering establishment of a percentage goal for TSB participation in each contract that is a part of this project and for which State funds will be used. Contract goals may vary depending on the type of project, the subcontracting opportunities available, the type of service or supplies needed for the project, and the availability of qualified TSB firms in the area. 5. For construction contracts: a) Including in the bid proposals a contract provision titled "TSB Affirmative Action Responsibilities on Non - Federal Aid Projects (Third -Party State - Assisted Projects)" or a similar document developed by the Recipient. This contract provision is available on -line at: http: / /www.dot. state. ia. us/ local_ systems / publications /tsb_contract_ provision. pdf b)Ensuring that the awarded contractor has and shall follow the contract provisions. 6. For consultant contracts: a) Identifying the TSB goal in the Request for Proposal (RFP), if one has been set. b) Ensuring that the selected consultant made a positive effort to meet the established TSB goal, if any. This should include obtaining documentation from the consultant that includes a list of TSB firms contacted; a list of TSB firms that responded with a subcontract proposal; and, if the consultant does not propose to use a TSB firm that submitted a subcontract proposal, an explanation why such a TSB firm will not be used. The Recipient shall provide the Iowa DOT the following documentation: 1. Copies of correspondence and replies, and written notes of personal and /or telephone contacts with any TSB firms. Such documentation can be used to demonstrate the Recipient's positive efforts and it should be placed in the general project file. 2. Bidding proposals or RFPs noting established TSB goals, if any. 3. The attached "Checklist and Certification." This form shall be filled out upon completion of each project and forwarded to: Iowa Department of Transportation, EEO Administrator, Office of Contracts, 800 Lincoln Way, Ames, IA 50010. 110296 -0 TSB -1 CHECKLIST AND CERTIFICATION For the Utilization of Targeted Small Businesses (TSB) On Non - Federal -aid Projects (Third -Party State - Assisted Projects) Recipient: Project Number: FILED County: Agreement Number: _ 12011 APR -1 PM 4: 48 1. Were the names of qualified TSB firms obtained from the Iowa Department of Inspections and AppCAlJ'.yCCtNO 1001A CITY, IOWA If no, explain 2. Were qualified TSB firms notified of project? ❑ YES ❑ NO If yes, by ❑ letter, ❑ telephone, ❑ personal contact, or ❑ other (specify) If no, explain 3. Were bids or proposals solicited from qualified TSB firms? ❑ YES ❑ NO If no, explai 4. Was a goal or percentage established for TSB participation? ❑ YES ❑ NO If yes, what was the goal or percentage? If no, explain why not: 5. Did the prime contractor or consultant use positive efforts to utilize TSB firms on subcontracts? ❑ YES ❑ NO If no, what action was taken by Recipient? 6. What was the dollar amount reimbursed to the Recipient from the Iowa Department of Transportation? What was the final project cost? What was the dollar amount performed by TSB firms? Name(s) and address(es) of the TSB firms Was the goal or percentage achieved? ❑ YES ❑ NO If no, explain (Use additional sheets if necessary) As the duly authorized representative of the Recipient, I hereby certify that the Recipient used positive efforts to utilize TSB firms as participants in the State - assisted contracts associated with this project. Title Signature 110296 -0 TSB -2 Date CONTRACT PROVISION Targeted Small Business (TSB) Affirmative Action Responsibiliti • on Non - Federal -aid Projects (Third -party State - Assisted Project &1._ TSB DEFINITION 2011 APR -1 PM 4: 4 8 A TSB is a small business, as defined by Iowa Code Section 15.102(5), which is 51 % or more owned, operated and actively managed by one or more women, minority persons or persons with a disability. GerlD[T jrt0i t@RfVr- profit small business enterprise under single management, is located in Iowa and has an annuMfts (;hPTYPlO As than 3 million dollars computed as an average of the three preceding fiscal years. TSB REQUIREMENTS In all State - assisted projects made available through the Iowa Department of Transportation, local governments have certain affirmative action requirements to encourage and increase participation of disadvantaged individuals in business enterprises. These requirements are based on Iowa Code Section 19B.7 and 541 Iowa Administrative Code Chapter 4. These requirements supersede all existing TSB regulations, orders, circulars and administrative requirements. 3. TSB DIRECTORY INFORMATION Available from: Iowa Department of Inspections and Appeals Targeted Small Business Lucas Building Des Moines, IA 50319 Phone: 515- 281 -7102 Website: http: / /dia.iowa.gov /page7.html 4. THE CONTRACTOR'S TSB POLICY The contractor is expected to promote participation of disadvantaged business enterprises as suppliers, manufactures and subcontractors through a continuous, positive, result- oriented program. Therefore the contractor's TSB policy shall be: It is the policy of this firm that Targeted Small Business (TSB) concerns shall have the maximum practical opportunity to participate in contracts funded with State - assisted funds which are administered by this firm (e.g. suppliers, manufactures and subcontractors). The purpose of our policy is to encourage and increase the TSB participation in contracting opportunities made available by State - assisted programs. 5. CONTRACTOR SHALL APPOINT AN EQUAL EMPLOYMENT OPPORTUNITY (EEO) OFFICER The contractor shall designate a responsible person to serve as TSB officer to fulfill the contractors affirmative action responsibilities. This person shall have the necessary statistics, funding, authority and responsibility to carry out and enforce the firm's EEO policy. The EEO officer shall be responsible for developing, managing and implementing the program on a day -to -day basis. The officer shall also: A. For current TSB information, contact the Iowa Department of Inspections and Appeals (515- 281 -7102) to identify potential material suppliers, manufactures and contractors. B. Make every reasonable effort to involve TSBs by soliciting quotations from them and incorporating them into the firm's bid. C. Make every reasonable effort to establish systematic written and verbal contact with those TSBs having the materials or expertise to perform the work to be subcontracted, at least two weeks prior to the time quotations are to be submitted. Maintain complete records of negotiation efforts. D. Provide or arrange for assistance to TSBs in seeking bonding, analyzing plans /specifications or other actions that can be viewed as technical assistance. 110296 -0 TSB -3 E. Ensure the scheduled progress payments are made to TSBs as agreed in subcontract agreements. F. Require all subcontractors and material suppliers to comply with all contract equal opportunity and affirmative action provisions. 6. COUNTING TSBs PARTICIPATION ON A PROJECT I L E D TSBs are to assume actual and contractual responsibilities for provision of materntpA lies, SUPMD tCa Wd work or other commercially useful function. ��11 4ttSS A. The bidder may count: CITY CLERK !OVVA CITY. IMTA (1) Planned expenditures for materials /supplies to be obtained from TSB suppliers and manufacturers; or (2) Work to be subcontracted to a TSB; or (3) Any other commercially useful function. B. The contractor may count: (1) 100% of an expenditure to a TSB manufacturer that produces /supplies goods manufactured from raw materials. (2) 60% of an expenditure to TSB suppliers that are not manufacturers; provided the suppliers perform a commercially useful function in the supply process. (3) Only those expenditures to TSBs that perform a commercially useful function in the work of a contract, including those as a subcontractor. (4) Work the Contracting Authority has determined that it involves a commercially useful function. The TSB must have a necessary and useful role in the transaction of a kind for which there is a market outside the context of the TSB program. For example, leasing equipment or purchasing materials from the prime contractor would not count. REQUIRED DATA, DOCUMENTS AND CONTRACT AWARD PROCEDURES FROM BIDDERS /CONTRACTORS FOR PROJECTS WITH ASSIGNED GOALS A. Bidders Bidders who fail to demonstrate reasonable positive efforts may be declared ineligible to be awarded the contract. Bidders shall complete the bidding documents plus a separate form called "TSB Pre -Bid Contact Information ". This form includes: (1) Name(s) of the TSB(s) contacted regarding subcontractable items. (2) Date of the contract. (3) Whether or not a TSB bid /quotation was received. (4) Whether or not the TSB's bid /quotation was used. (5) The dollar amount proposed to be subcontracted. B. Contractors Using Quotes From TSBs Use those TSBs whose quotes are listed in the "Quotation Used in Bid" column along with a "yes" indicated on the Pre -bid Contact Information form. C. Contractors NOT Using Quotes From TSBs If there are no TSBs listed on the Pre -bid Contract Information form, then the contractor shall document all efforts made to include TSB participation in this project by documenting the following: (1) What pre - solicitation or pre -bid meetings scheduled by the contracting authority were attended? (2) Which general news circulation, trade associations and /or minority- focused media were advertised concerning the subcontracting opportunities? (3) Were written notices sent to TSBs that TSBs were being solicited and was sufficient time allowed for the TSBs to participate effectively? (4) Were initial solicitations of interested TSBs followed up? 110296 -0 TSB-4 (5) Were TSBs provided with adequate information about the plans, specifications and requirements of the contract? (6) Were interested TSBs negotiated with in good faith? If a TSB was rejected as unqualified, was the decision based on an investigation of their capabilities? (7) Were interested TSBs assisted in obtaining bonding, lines of credit or insuran'l ire�ne contractor? e.0 (8) Were services used of minority community organization, minority contractors groups; local, State and Federal minority business assistance offices or any other organ izatiadj* ng fucpn 4: 48 assistance. CITY CL The above documentation shall remain in the contractor's files for a period of three (3) MTV, ON of the project and be available for examination by the Iowa Department of Inspections and Appeals. POSITIVE EFFORT DOCUMENTATION WHEN NO GOALS ARE ASSIGNED Contractors are also required to make positive efforts in utilizing TSBs on all State - assisted projects which are not assigned goals. Form "TSB Pre -bid Contact Information" is required to be submitted with bids on all projects. If there is no TSB participation, then the contractor shall comply with section 7C. of this document prior to the contract award. 110296 -0 TSB -5 ti rn ti C) C) 0 M ti E 0 W a) d m H �Z W O Z_ Q U 0 o M LL LL J J Z 20 U) < pZ w00 C7 p 1— W d O U T cu U C N 7 O O w U 3 (D a) _0 E co E _ 3 m c 'c co µ- � Q cn m ,c c o U) m 7 U m N a) O O U E U U a) () � U F- > L o 7 U C O U T a) ca � :5 tq O cm N 0 2:, o rn co t 2 a) U �co � ai o (D aa) co o Eo cu a) — U c .Q U E tf c N coo E L E V U c O O c i C C O O O 0) 06 a) a) > m 0� 7 cu cu co U n W-- rn E >, o C co L C U U 0 O N -0 E U Nc ccnn-0 �'co co m a c c 3 c N O O co a) O � — 3 L }. U a) U m a OL a) L O E U O-O T > rn U U =_ a) U > +J O U C O O O U � En m aU'icn ~o of cu (D (D c a) N .0 L a) co co O -0— °Ec Coco L E U c: Q a) a) n OH a) a E a) 3 ca n .U) (n 7 U N N T - +-. o a) �- 7 N = > a) U > co W r- _0 a) W '- O� tea) ~a) c-0 Z 0 Fn W av UH w0 DU 0 mm (D F" Z_ U) OW =Z U) U) Z 0 0 m � Q OU) w0 Z H W W 00 ww J F- co m c1). U a) O Q C O m U) H O a a) U (Lo C O (n a) m O c U O -0 a) U :3 om L CL o c a) O E E c (o co � — U a E a) �-- J C) N m C) 00 W W CO OU Of � .0 o Qj 1011 M 4: m Z Qw CO i'�/i"'� R(}K w J m �C�j ® �% CITY, ''j'L�r IN w 00 D Z O Q O D W Z } 0 0 w p (n F- w � wQ Q F- 00 U w w U W W Z 0 W H U W� wz <0 m H 0 U Q Z 0 U m U) c1). U a) O Q C O m U) H O a a) U (Lo C O (n a) m O c U O -0 a) U :3 om L CL o c a) O E E c (o co � — U a E a) �-- J C) N m C) FORM OF PROPOSAL IOWA RIVER TRAIL - NAPOLEON TO TRUEBLOOD PR OJ CITY OF IOWA CITY NOTICE TO BIDDERS: 2011 AR Pm G. 4 8 PLEASE DO NOT USE THE FORM OF PROPOSAL INCLUDED JV VOLUME OF THE SPECIFICATIONS. SEPARATE COPIES OF THIS PR A' CONTAINED WITHIN THE BACK COVER OF THIS DOCUMENT. Name of Bidder Address of Bidder TO: City Clerk City of Iowa City City Hall 410 E. Washington St. Iowa City, IA 52240 The undersigned bidder submits herewith bid security in the amount of $ , in accordance with the terms set forth in the 'Project Specifications." The undersigned bidder, having examined and determined the scope of the Contract Documents, hereby proposes to provide the required labor, services, materials and equipment and to perform the Project as described in the Contract Documents, including Addenda , and , and to do all work at the prices set forth herein. We further propose to do all "Extra Work" which may be required to complete the work contemplated, at unit prices or lump sums to be agreed upon in writing prior to starting such work. 110296 -0 FP -1 ITEM DESCRIPTION UNIT QUANTITY 1 CLEARING AND GRUBBING LS 1 2 EXCAVATION, CLASS 10, ROADWAY AND BORROW CY 3,365 3 TOPSOIL, STRIP, SALVAGE AND SPREAD CY 1,615 4 SHOULDER FINISHING, EARTH STA 46.7 5 APRONS, CONCRETE, 12 IN. DIA. EACH 2 6 APRONS, CONCRETE, 15 IN. DIA. EACH 2 7 APRONS, CONCRETE, 24 IN. DIA. EACH 1 8 INTAKE, SW-401,48 IN. DIA. EACH 1 9 INTAKE, SW -512, 30 IN. DIA. EACH 4 10 STORM SEWER, TRENCHED, RCP, 2000D (CIII), 12 IN. LF 84 11 STORM SEWER, TRENCHED, RCP, 2000D (CIII), 15 IN. LF 175 12 STORM SEWER, TRENCHED, RCP, 2000D (CIII), 24 IN. LF 125 13 REVETMENT TON 152 14 REMOVAL OF PAVEMENT SY 292 15 RECREATIONAL TRAIL, PORTLAND CEMENT CONCRETE, 6 IN. SY 2,660 16 SPECIAL COMPACTION OF SUBGRADE FOR RECREATIONAL TRAIL STA 24 17 CURB AND GUTTER, P.C. CONCRETE LF 80 18 ELECTRICAL AND LIGHTING LS 1 19 TRAILSIDE PARK BENCH EACH 2 20 CONSTRUCTION SURVEY LS 1 21 TRAFFIC CONTROL LS 1 22 MOBILIZATION LS 1 23 SEED, FERTILIZE AND MULCH ACRE 2 24 TURF REINFORCEMENT MAT SQ 336 25 INTAKE PROTECTION EACH 5 26 SILT FENCE LF 3,215 27 GEORIDGE DITCH CHECK LF 513 UNIT PRICE TOTAL PRICE $I $2011 APR -I Pij 4:48 $ Cliff' CL IOWA CITY =10131A TOTAL BASE BID $ (use words) (figures) 110296 -0 FP -2 The names of those persons, firms, companies or other parties with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows: FILED :I MIA NOTE: All subcontractors are subject to approval by City. The undersigned bidder certifies that this proposal is made in good faith, and 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 Contract Documents and agrees that, in the event of any discrepancies or differences between any conditions of this proposal and the Contract Documents prepared by the City of Iowa City, the more specific shall prevail. Firm: Signature: Printed Name: Title: Address: Phone: Contact: 110296 -0 FP -3 - D : e7Ll I17 as Principal, and Poft as Surety declare that we are held and are firmly bound unto the City of to a L C hereinafter called "OWNER," in the sum of 4AI. Dollars ($ ) to pay said sum as ZAP 49 provided. We as Principal and Surety further promise and declare that these obligTT,���sjl our heirs, executors, administrators, and successors jointly and severally. This � obligation is conditioned on the Principal submission of the accompanying bid, dated the Iowa River Trail — Napoleon to Trueblood Project. NOW, THEREFORE, (a) If said Bid shall be rejected, or in the alternate, for (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the form specified, and the Principal shall then furnish a bond for the Principal's faithful performance of said Project, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Project, as agreed to by the City's acceptance of said Bid, then this obligation shall be void. Otherwise this obligation shall remain in full force and effect, provided that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the amount of the obligation stated herein. By virtue of statutory authority, the full amount of this bid bond shall be forfeited to the Owner in the event that the Principal fails to execute the contract and provide the bond, as provided in the Project specifications or as required by law. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall in no way be impaired or affected by any extension of the time within which the Owner may accept such Bid or may execute such contract documents, and said Surety does hereby waive notice of any such time extension. The Principal and the Surety hereto execute this bid bond this day of , A.D., 2011. Witness Witness (Seal) Principal By (Title) (Seal) Surety By (Attorney -in -fact) Attach Power -of- Attorney 110296 -0 BB -1 FORM OF AGREEMENT THIS AGREEMENT is made and entered into by and between the City of lop Thy, wr% ( "City "), and ( "Contractor "). 2011 Am -I PM 4.. 49 Whereas Shive - Hattery, Inc. has prepared certain plans, specifications, proposal and bid CITY CLERK documents dated the day of 2011, for the IoyiO ITIT111CVIA Napoleon to Trueblood Project ( "Project "), and Whereas, said plans, specifications, proposal and bid documents accurately and fully describe the terms and conditions upon which the Contractor is willing to perform the Project. NOW, THEREFORE, IT IS AGREED: 1. The City hereby accepts the attached proposal and bid documents of the Contractor for the Project, and for the sums listed therein. 2. This Agreement consists of the following component parts which are incorporated herein by reference: a. Addenda Numbers ; b. "Standard Specifications for Highway and Bridge Construction," Series of 2009, Iowa Department of Transportation, as amended; C. Plans; d. Specifications and Supplementary Conditions; e. Notice to Bidders; f. Note to Bidders; g. Performance and Payment Bond; h. Restriction on Non - Resident Bidding on Non - Federal -Aid Projects; i. Contract Compliance Program (Anti- Discrimination Requirements); j. Proposal and Bid Documents; and k. This Instrument. The above components are deemed complementary and should be read together. In the event of a discrepancy or inconsistency, the more specific provision shall prevail. 3. The names of subcontractors approved by City, together with quantities, unit 110296-0 AG -1 prices, and extended dollar amounts, are as follows (or shown on an attachment): 2011 APR -1 PM 4: 49 CITY CLERK to �n GIT 4f"t1AlA ii 4. Payments are to be made to the Contractor in accordance with the Supplementary Conditions. DATED this CitV By ATTEST: day of , 20 Mayor City Clerk Contractor By (Title) ATTEST: (Title) (Company Official) 110296 -0 AG -2 Approved By: City Attorney's Office PERFORMANCE AND PAYMENT BOND FILED, as (insert the name and address or legal title of the Contractor) Principal, hereinafter called the Contractor and 2011 APR `' PM 4: 49 (insert the legal title of�ux�ty.) as SIM. fffliyaMVjVWIIed the Surety, are held and firmly bound unto the City of Iowa City, Iowa, as obligee, hereinafter called the Owner, in the amount of Dollars ($ ) for the payment for which Contractor and Surety hereby bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally. WHEREAS, Contractor has, as of entered into a (date) written Agreement with Owner for the Iowa River Trail — Napoleon to Trueblood Project; and WHEREAS, the Agreement requires execution of this Performance and Payment Bond, to be completed by Contractor, in accordance with plans and specifications prepared by , which Agreement is by reference made a part hereof, and the agreed -upon work is hereafter referred to as the Project. NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION are such that, if Contractor shall promptly and faithfully perform said Agreement, then the obligation of this bond shall be null and void; otherwise it shall remain in full force and effect until satisfactory completion of the Project. A. The Surety hereby waives notice of any alteration or extension of time made by the Owner. B. Whenever Contractor shall be, and is declared by Owner to be, in default under the Agreement, the Owner having performed Owner's obligations thereunder, the Surety may promptly remedy the default, or shall promptly: 1. Complete the Project in accordance with the terms and conditions of the Agreement, or 2. Obtain a bid or bids for submission to Owner for completing the Project in accordance with the terms and conditions of the Agreement; and upon determina- tion by Owner and Surety of the lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available, as work progresses (even though there may be a default or a succession of defaults under the Agreement or subsequent contracts of completion arranged under this paragraph), sufficient funds to pay the cost of completion, less the balance of the Contract Price, but not 110296 -0 PB -1 exceeding the amount set forth in the first paragraph hereof. The term "balance of the Contract Price," as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Agreement, together h� ny Epda and /or amendments thereto, less the amount properly paid by Owner to Contractor. 2011 APP — I Pty 4: 49 C. The Contractor and Contractor's Surety shall be obligated to keep PfTirnQr ents covered by this bond in good repair for a period of five (5) years frolp,4 Mtlyoflayhoal acceptance of the improvements by the Owner. D. No right of action shall accrue to or for the use of any person, corporation or third party other than the Owner named herein or the heirs, executors, administrators or successors of Owner. IT IS A FURTHER CONDITION OF THIS OBLIGATION that the Principal and Surety, in accordance with provisions of Chapter 573, Code of Iowa, shall pay to all persons, firms or corporations having contracts directly with the Principal, including any of Principal's subcontrac- tors, all claims due them for labor performed or materials furnished in the performance of the Agreement for whose benefit this bond is given. The provisions of Chapter 573, Code of Iowa, are a part of this bond to the same extent as if it were expressly set out herein. 20 SIGNED AND SEALED THIS DAY OF IN THE PRESENCE OF: Witness Witness 110296 -0 PB -2 (Principal) (Title) (Surety) (Title) (Street) (City, State, Zip) (Phone) 20 11 APR - I PM 4: 49 la 9A C TY ioa Contract Compliance Program * -.W .__ ....... ... __ ____ CITY OF IOWA CITY SECTION I - GENERAL POLICY STATEMENT FILED It is the policy of the City of Iowa City to require equal employment opportunity in all ty�conkact work. This policy prohibits discrimination by the City's contractors, consultants and ven or rAui r 4: 49 them to ensure that applicants seeking employment with them and their employees are tr e k,�IMYVA without regard to race, color, creed, religion, national origin, sex, gender identity, se��, r disability, status and age. 1 ty, g It is the City's intention to assist employers, who are City contractors, vendors or consultants, in designing and implementing equal employment opportunity so that all citizens will be afforded equal accessibility and opportunity to gain and maintain employment. PROVISIONS: All contractors, vendors, and consultants requesting to do business with the City must submit an Equal Opportunity Policy Statement before the execution of the contract. 2. All City contractors, vendors, and consultants with contracts of $25,000 or more (or less if required by another governmental agency) must abide by the requirements of the City's Contract Compliance Program. Emergency contracts may be exempt from this provision at the discretion of the City. Regardless of the value of the contract, all contractors, vendors, and consultants are subject to the City's Human Rights Ordinance, which is codified at Article 2 of the City Code. 3. Contracting departments are responsible for assuring that City contractors, vendors, and consultants are made aware of the City's Contract Compliance Program reporting responsibilities and receive the appropriate reporting forms. A notification of requirements will be included in any request for proposal and notice of bids. 4. Prior to execution of the contract, the completed and signed Assurance of Compliance (located on pages CC -2 and CC -3) or other required material must be received and approved by the City. 5. Contracting departments are responsible for answering questions about contractor, consultant and vendor compliance during the course of the contract with the City. 6. All contractors, vendors, and consultants must refrain from the use of any signs or designations which are sexist in nature, such as those which state "Men Working" or "Flagman Ahead," and instead use gender neutral signs. 7. All contractors, vendors, and consultants must assure that their subcontractors abide by the City's Human Rights Ordinance. The City's protected classes are listed at Iowa City City Code section 2 -3 -1. 110296 -0 CC -1 SECTION II - ASSURANCE OF COMPLIANCE The following sets forth the minimum requirements of a satisfactory Equal Employment uni Program which will be reviewed for acceptability. PLEASE RETURN PAGES CC2 AND C T Q SECTION TO THE CONTRACTING DEPARTMENT PRIOR TO THE EXECUTION O CONTRACT. 2011 APR —I PM 4: 49 With respect to the performance of this contract, the contractor, consultant or vendor rees as follows: (For the purposes of these minimum requirements, "contractor" shall includ XtGURK and vendors.) 4 , CI T Y, iC NA a. The contractor will not discriminate against any employee or applicant for employment and will take affirmative efforts to ensure applicants and employees are treated during employment without regard to their race, color, creed, religion, national origin, sex, sexual orientation, gender identity, disability, marital status, and age. Such efforts shall include, but not be limited to the following: employment, promotion, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. b. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that it is an equal opportunity employer. Note: Contracts that are federally funded are subject to Executive Order No. 11246, as amended, and the regulations (see generally 29 U.S.C. § 1608 et seg.) and relevant orders of the U.S. Secretary of Labor. The Secretary of Labor, and not the City, enforces said regulations and orders. Provide a copy of your written Equal Employment Opportunity policy statement. Where is this statement posted? 4. What is the name, telephone number and address of your business' Equal Employment Opportunity Officer? (Please print) Phone number Address 5. The undersigned agrees to display, in conspicuous places at the work site, all posters required by federal and state law for the duration of the contract. NOTE: The City can provide assistance in obtaining the necessary posters. 110296 -0 CC -2 6. How does your business currently inform applicants, employees, and recruitment sources (including unions) that you are an Equal Employment Opportunity employer? AMP '2011 APR - I PAS 4: 49 CITY CLERK 101HA CITY, IOWA The above responses to questions 1 through 6, are true and correctly reflect our Equal Employment Opportunity policies. Business Name Signature Print Name Phone Number Title Date 110296 -0 CC -3 SECTION III - SUGGESTED STEPS TO ASSURE EQUAL EMPLOYMENT OPPORTUNITIES COMPANY POLICY ''" Determine your company's policy regarding equal employment opportunities. DocJrLED policy and post it in a conspicuous place so that it is known to all your employees. Furthermore, disseminate the policy to all potential sources of empl0$0PPAI_1p r4: 49 subcontractors asking their cooperation. The policy statement should recognize and accept your responsibility to provide equal employment opportunity in all your employrrlgpTrte i In regard to dissemination of this policy, this can be done, for example, thrftAt"TI i1r3 °`VA letters to all recruitment sources and subcontractors, personal contacts, employee meetings, web page postings, employee handbooks, and advertising. EQUAL EMPLOYMENT OPPORTUNITY OFFICER Designate an equal employment opportunity officer or, at minimum, assign someone the responsibility of administering and promoting your company's Equal Employment Opportunity program. This person should have a position in your organization which emphasizes the importance of the program. 3. INSTRUCT STAFF Your staff should be aware of and be required to abide by your Equal Employment Opportunity program. All employees authorized to hire, supervise, promote, or discharge employees or are involved in such actions should be trained and required to comply with your policy and the current equal employment opportunity laws. 4. RECRUITMENT (a) Let potential employees know you are an equal opportunity employer. This can be done by identifying yourself on all recruitment advertising as "an equal opportunity employer'. (b) Use recruitment sources that are likely to yield diverse applicant pools. Word -of -mouth recruitment will only perpetuate the current composition of your workforce. Send recruitment sources a letter annually which reaffirms your commitment to equal employment opportunity and requests their assistance in helping you reach diverse applicant pools. (c) Analyze and review your company's recruitment procedures to identify and eliminate discriminatory barriers. (d) Select and train persons involved in the employment process to use objective standards and to support equal employment opportunity goals. (e) Review periodically job descriptions to make sure they accurately reflect major job functions. Review education and experience requirements to make sure they accurately reflect the requirements for successful job performance. (f) Review the job application to insure that only job related questions are asked. Ask yourself "is this information necessary to judge an applicant's ability to perform the job applied for ?" Only use job - related tests which do not adversely affect any particular group of people. (g) Monitor interviews carefully. Prepare interview questions in advance to assure that they are only job related. Train your interviewers on discrimination laws. Biased and subjective judgments in personal interviews can be a major source of discrimination. (h) Improve hiring and selection procedures and use non - biased promotion, transfer and training policies to increase and /or improve the diversity of your workforce representation. Companies must make sure procedures for selecting candidates for promotion, transfer and training are based upon a fair assessment of an employee's ability and work record. Furthermore, all companies should post and otherwise 110296 -0 CC -4 publicize all job promotional opportunities and encourage all qualified employees to bid on them. 2011 APR - I PM 4: 49 CITY CLERK IOWA CITY, IOWA 110296 -0 CC -5 ar FILE 'k mom ,,O City of 2011 APR - I PR 4: 4zk, co� CITY CLERK 107VA CITY, 10!#A Attached for your information is a copy of Section 2 — 3 —1 of the Iowa City Code of Ordinances which prohibits certain discriminatory practices in employment. Please note that the protected characteristics include some not mandated for protection by Federal or State law. As a contractor, consultant or vendor doing business with the City of Iowa City you are required to abide by the provisions of the local ordinance in conjunction with your performance under a contract with the City. 110296 -0 CC -6 2 -3 -1 2 -F I ! D CHAPTER 3 DISCRIMINATORY PRACTICES 1011 APR _ I Pty 4' 49 CITY CLLR IOWA CITY, 1O WA SECTION: 2 -3 -1: Employment; Exceptions 2 -3 -2: Public Accommodation; Exceptions 2 -3 -3: Credit Transactions; Exceptions 2 -3 -4:. Educabon 2 -3 -5: Aiding Or Abetting; Retaliation; Intimidation 2 -3 -1: EMPLOYMENT; EXCEPTIONS: A. It shall be unlawful for any employer to refuse to hire, accept, register, classify, promote or refer for employment, or to otherwise discriminate in employment against any other person onto discharge any employee because of age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex or sexual orientation. (Ord. 03 -4105, 12 -11-6 -2003) B. It shall be unlawful for any labor organization to refuse to admit to membership, apprenticeship or training an applicant, to expel any member, or to otherwise discriminate against any applicant for membership, apprenticeship or training or any member in the privileges, rights or benefits of such membership, apprenticeship or training because of age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex or sexual orientation of such applicant or member. C. It .shall be unlawful for any employer, employment agency, labor organization or the employees or members thereof to directly or indirectly advertise or in any other manner indicate or publicize that individuals • are unwelcome, objectionable or not solicited for employment.or membership because of age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex or sexual orientation. (Ord. 95 -3697, 11 -7 -1995) Iowa City 110296 -0 CC -7 2 -3 -1 2 -3 -1 FILED D. Employment policies relating to pregnancy and childbirth shall be governed by the following: 2011 APR _ 1 PM 4: 49 1. A written or unwritten employment policy or practice which Y CIT CSR excludes from employment applicants or employees because of the t employee's pregnancy is a prima facie violation of this title. I01VA CITY,101NA 2. Disabilities caused or contributed to by the employee's pregnancy, miscarriage, childbirth and recovery therefrom are, for all job related purposes, temporary disabilities and shall be treated as such under any health or temporary disability insurance or sick leave plan available in connection with employment or any written or unwritten employment policies and practices involving terms and conditions of employment as applied to other temporary disabilities. E. It shall be unlawful for any person to solicit or require as a condition of employment of any employee or prospective employee a test for the presence of the antibody to the human immunodeficiency virus. An agreement between an employer, employment agency, labor organization or their employees, agents or members and an employee or prospective employee concerning employment, pay or benefits to an employee or prospective employee in return for taking a test for the presence of the antibody to the human immunodeficiency virus, is prohibited. The prohibitions of this subsection do not apply if the state epidemiologist determines and the director of public health declares through the utilization of guidelines established by the center for disease control of the United States department of health and human services, that a person with a condition related to acquired immune deficiency syndrome poses a significant risk of transmission of the human immunodeficiency virus to other persons in a specific occupation. F. The following are exempted from the provisions of this section: 1. Any bona fide religious institution or its educational facility, association, corporation or society with respect to any qualifications for employment based on religion when such qualifications are related to a bona fide religious. purpose. A religious qualification for - instructional personnel or . an administrative officer, serving in a supervisory capacity of a bona fide religious educational facility or religious institution shall be presumed to be a bona fide occupational qualification. (Ord. 94 -3647, 11 -8 -1994) 2. An employer or employment agency which chooses to offer employment or advertise for employment to only the disabled or Iowa City 110296 -0 CC -8 2 -3 -1 2 -3 -2 2011 APR -1 PM 4: 49 elderly. Any such employment or offer of employment shall not discriminate among the disabled or elderly on the basis of age, color, CITY CLERK creed, - disability, gender identity, marital status, national origin, race, 10VVA CITY, ion religion, sex or sexual orientation. (Ord. 95 -3697, 11 -7 -1995) 3. The employment of individuals for work within the home of the employer if the employer or members of the family reside therein during such employment. 4. The employment of individuals to render personal service to the person of the employer or members of the employer's family. (Ord. 94- 3647,11 -8 -1994) 5. The employment on the basis of sex in those certain instances where sex is a bona fide occupational qualification reasonably necessary to the normal operation of a particular business or enterprise: The bona fide occupational qualification shall be interpreted narrowly. (Ord. 03 -4105, 12 -16 -2003) 6. A state or federal program designed to benefit a specific age classification which serves a bona fide public purpose. (Ord. 94.3647, 11 -8 -1994) 7. The employment on the basis of disability in those certain instances where presence of disability is a bona fide occupational qualification reasonably necessary to the normal operation of a particular business or enterprise. The bona fide occupational qualification shall be interpreted narrowly. (Ord. 03 -4105, 12 -16 -2003) 8. Any employer who regularly employs less than four (4) individuals. For purposes of this section, individuals who are members of the employer's family shall not be counted as employees. (Ord. 08- 4312, 8 -11 -2008) 2 -3 -2: PUBLIC ACCOMMODATION; EXCEPTIONS: A. It shall be unlawful for any person to deny any other person the full and equal enjoyment of the goods, services, facilities, privileges, advantages of any place of public accommodation because of age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex or sexual orientation. This section shall not apply to discounts for services or accommodations based upon age. (Ord. 00 -3950, 11 -7 -2000) September 2008 Iowa City 110296 -0 CC -9 GENERAL CONDITIONS FILED 2011 APR -I PM 4: 49 Division 11, General Requirements and Covenants of the Iowa Department of Transportation CITY CLE K "Standard Specifications for Highway and Bridge Construction," Series of 20040WAa®j lie VIA shall apply except as amended in the Supplementary Conditions. 110296 -0 GC -1 SUPPLEMENTARY CONDITIONS ARTICLES WITHIN THIS SECTION S -1 Definitions S -2 Limitations of Operations S -3 Insurance S-4 Supervision and Superintendence S -5 Concerning Subcontractors, Suppliers and Others S -6 Compliance with OSHA Regulations S -7 Employment Practices S -8 Contract Compliance Program (Anti- Discrimination Requirements) S -9 Measurement and Payment S -10 Taxes S -11 Construction Stakes S -12 Restriction on Non - Resident Bidding on Non - Federal -Aid Projects Caption and Introductory Statements These Supplementary Conditions amend or supplement Division 11 of the Iowa Department of Transportation "Standard Specifications for Highway and Bridge Construction," Series of 2009, as amended and other provisions of the Contract Documents. All provisions which are not so amended or supplemented remain in full force and effect. S -1 DEFINITIONS. ADD to or CHANGE the following definitions within 1101.03 of the IDOT STANDARD SPECIFICATIONS. "ENGINEER" shall mean the Director of Public Works for the City of Iowa City, Iowa or his authorized representative. "OWNER" and "CITY" shall mean the City of Iowa City, Iowa acting through the City Council and duly authorized agents. "CONTRACTING AUTHORITY," "DEPARTMENT OF TRANSPORTATION," or "COUNTY" shall mean the CITY. "IDOT STANDARD SPECIFICATIONS" shall mean the Iowa Department of Transportation "Standard Specifications for Highway and Bridge Construction," Series of 2009, as amended. S -2 LIMITATIONS OF OPERATIONS. Add the following paragraph to 1108.03 of the IDOT STANDARD SPECIFICATIONS: Except for such work as may be required to properly maintain lights and barricades, no work will be permitted on Sundays or legal holidays without specific permission of the ENGINEER. 110296 -0 SC -1 cs a. t'x :< M M sm M a� These Supplementary Conditions amend or supplement Division 11 of the Iowa Department of Transportation "Standard Specifications for Highway and Bridge Construction," Series of 2009, as amended and other provisions of the Contract Documents. All provisions which are not so amended or supplemented remain in full force and effect. S -1 DEFINITIONS. ADD to or CHANGE the following definitions within 1101.03 of the IDOT STANDARD SPECIFICATIONS. "ENGINEER" shall mean the Director of Public Works for the City of Iowa City, Iowa or his authorized representative. "OWNER" and "CITY" shall mean the City of Iowa City, Iowa acting through the City Council and duly authorized agents. "CONTRACTING AUTHORITY," "DEPARTMENT OF TRANSPORTATION," or "COUNTY" shall mean the CITY. "IDOT STANDARD SPECIFICATIONS" shall mean the Iowa Department of Transportation "Standard Specifications for Highway and Bridge Construction," Series of 2009, as amended. S -2 LIMITATIONS OF OPERATIONS. Add the following paragraph to 1108.03 of the IDOT STANDARD SPECIFICATIONS: Except for such work as may be required to properly maintain lights and barricades, no work will be permitted on Sundays or legal holidays without specific permission of the ENGINEER. 110296 -0 SC -1 S -1 S -2 S -3 S-4 S -5 S -6 S -7 S -8 S -9 S -10 S -11 S -12 SUPPLEMENTARY CONDITIONS ARTICLES WITHIN THIS SECTION Definitions Limitations o\Suerintendence Insurance Supervision Concerning rs, Suppliers and Others Compliance egulations 2011 A - I PM 4: 49 CLERK �CITY AVA CITY, I NA Employment Practices Contract Compliance Progr (Anti- Discrimination equirements) Measurement and Payment Taxes Construction Stakes Restriction on Non - Resident Bidding Caption and Introductory Statements These Supplementary Conditions amend or SL Transportation "Standard Specifications for Higr amended and other provisions of the Contr amended or supplemented remain in full forceA S -1 DEFINITIONS. ADD to or CHANGE the SPECIFICATIONS. "ENGINEER" shall mean authorized representative. "OWNER" and "CITY" and duly authorized ac ederal -Aid Projects nerX,Division 11 of the Iowa Department of and PKidge Construction," Series of 2001, as )cumeriks. All provisions which are not so nd effect. within 1101.03 \of the IDOT STANDARD of Public Works for the City 6f Iowa City, Iowa or his II mean the City of Iowa City, Iowa acting throNh the City Council "CONTRACTING THORITY," "DEPARTMENT OF TRANSPORTATION," \Traportation TY" shall mean the CI "IDOT STAN RD SPECIFICATIONS" shall mean the Iowa Department of "Standard ecifications for Highway and Bridge Construction," Series as amended. S -2 LIMITA ONS OF OPERATIONS. Add the folowing paragraph to 1108.03 of the IDOT STANDARD SPECIFICATIONS: cept for such work as may be required to properly maintain lights and barricades, no work I be permitted on Sundays or legal holidays without specific permission of the ENGINEER. 110296 -0 SC -1 S -3 INSURANCE. A. CERTIFICATE OF INSURANCE; CANCELLATION OR MODIFICATION 1. Before commencing work, the Contractor shall submit to the City fflW Q Certificate of Insurance, meeting the requirements specified herein, to be in effect for the full contract period. The name, address and phone number201 tr irr+rate4: 50 company and agent must accompany the certificate. The liability limits re uired hereunder must apply to this Project only. CITY �� RK 10 ""A CITY. IC IA 2. The Contractor shall notify the City in writing at least thirty (30) calendar days prior to any change or cancellation of said policy or policies. 3. Cancellation or modification of said policy or policies shall be considered just cause for the City of Iowa City to immediately cancel the contract and /or to halt work on the contract, and to withhold payment for any work performed on the contract. B. MINIMUM COVERAGE Any policy or policies of insurance purchased by the Contractor to satisfy his /her responsibilities under this contract shall include contractual liability coverage, and shall be in the following type and minimum amounts: Type of Coverage Comprehensive General Liability Each Occurrence Aggregate Bodily Injury & Property Damage* $1,000,000 $2,000,000 Automobile Liability Combined Single Limit Bodily Injury & Property Damage $1,000,000 Excess Liability $1,000,000 $1,000,000 Worker's Compensation Insurance as required by Chapter 85, Code of Iowa. *Property Damage liability insurance must provide explosion, collapse and underground coverage when determined by City to be applicable. The City requires that the Contractor's Insurance carrier be A rated or better by A.M. Best. 110296 -0 SC -2 In addition, the Contractor shall be required to comply with the following provisions with respect to insurance coverage: 1. The entire amount of Contractor's liability insurance policy coverage limfla the policy and on the Certificate of Insurance, must, under the policy, t pay damages for which the insured Contractor becomes liable, or for which the insured assumes liability under the indemnity agreement herein contained, A LAFRcof er 4: 50 amount shall not be subject to reduction by virtue of investigation or defense costs incurred by Contractor's insurer. CITY CLERK INA CITY, IQ WA 2. The entire amount of the Contractor's liability insurance policy coverage limits shall be payable by the Contractor's insurer, with no deductible to be paid by, or self- insured retention to be attributed to, the Contractor unless this requirement is waived by the City. Contractor's Certificate of Insurance must set forth the nature and amount of any such deductible or self- insured retention. 3. If Contractor's liability insurance coverage is subject to any special exclusions or limitations not common to the type of coverage being provided, such exclusions or limitations shall be noted on the Certificate of Insurance. 4. The City prefers that Contractor provide it with "occurrence form" liability insurance coverage. If Contractor can only provide "claims- made" insurance coverage, then the Contractor must comply with the following requirements: a. If the Contractor changes insurance carriers, or if Contractor's insurance coverage is canceled, during the contract period or within two years after City's acceptance of the work, Contractor agrees to immediately notify the City of such event. b. If Contractor's insurance is canceled or is allowed to lapse during said period, Contractor shall be required to obtain replacement insurance coverage to fulfill its obligation hereunder. C. If, during said period, Contractor voluntarily changes insurance carriers or is required to obtain replacement coverage from another carrier, Contractor shall either (1) purchase "tail" coverage from its first carrier effective for a minimum of two years after City Council acceptance of the work, or (2) purchase "prior acts" insurance coverage from its new carrier, covering prior acts during the period of this Contract from and after its inception. d. "Tail" or "prior acts" coverage so provided shall have the same coverage, with the same limits, as the insurance specified in this Contract, and shall not be subject to any further limitations or exclusions, or have a higher deductible or self- insured retention than the insurance which it replaces. 5. The City reserves the right to waive any of the insurance requirements herein provided. The City also reserves the right to reject Contractor's insurance if not in compliance with the requirements herein provided, and on that basis to either award the contract to the next low bidder, or declare a default and pursue any and all remedies available to the City. 110296 -0 SC -3 6. In the event that any of the policies of insurance or insurance coverage identified on Contractor's Certificate of Insurance are canceled or modified, or in the event that Contractor incurs liability losses, either due to activities under this Cortmilt or other activities not under this Contract but covered by the same inuu nc j; losses reduce the aggregate limits of Contractor's liability insurance below the limits required hereunder, then in that event the City may in its discr er sue��d Contractor's operations or activities under this Contract, or terminattee�t�i�on�ac't,'an`�f 50 withhold payment for work performed on the Contract. CITY CLERK IOWA CITY: 10YA 7. In the event that any of the policies or insurance coverage identified on Contractors Certificate of Insurance are canceled or modified, the City may in its discretion either suspend Contractor's operations or activities under this Contract, or terminate this Contract, and withhold payment for work performed on the Contract. C. HOLD HARMLESS The Contractor shall indemnify, defend and hold harmless the City of Iowa City, Shive- Hattery, Inc., and its officers, employees, and agents from any and all liability, loss, cost, damage, and expense (including reasonable attorney's fees and court costs) resulting from, arising out of, or incurred by reason of any claims, actions, or suits based upon or alleging bodily injury, including death, or property damage rising out of or resulting from the Contractor's operations under this Contract, whether such operations be by himself or herself or by any Subcontractor or by anyone directly or indirectly employed by either of them. 2. Contractor is not, and shall not be deemed to be, an agent or employee of the City of Iowa City, Iowa. S-4 SUPERVISION AND SUPERINTENDENCE. Add the following paragraph to 1105.05 of the IDOT STANDARD SPECIFICATIONS: CONTRACTOR shall maintain a qualified and responsible person available 24 hours per day, seven days per week to respond to emergencies which may occur after hours. CONTRACTOR shall provide to ENGINEER the phone number and /or paging service of this individual. S -5 CONCERNING SUBCONTRACTORS, SUPPLIERS AND OTHERS. Add the following paragraph to 1108.01 of the IDOT STANDARD SPECIFICATIONS: Bidders shall list those persons, firms, companies or other parties to whom it proposes /intends to enter into a subcontract regarding this project as required for approval by the City and as noted on the Form of Proposal and the Agreement. If no minority business enterprises (MBE) are utilized, the CONTRACTOR shall furnish documentation of all efforts to recruit MBE's. 110296 -0 SC-4 S -6 COMPLIANCE WITH OSHA REGULATIONS. Add the following paragraphs to 1107.01 of the IDOT STANDARD SPECIFICATIONS: [ The Contractor and all subcontractors shall comply with the requirements of 29 CFR (General Industry Standard) and 29 CFR 1926 (Construction Industry t � d). The Contractor and all subcontractors are solely responsible for compliance withtt �umaliorW 4: SQ The Contractor will provide Material Safety Data Sheets (MSDS) for all hazard' Lim or materials that will be at the job site. The Material Safety Data Sheets will b " the Project Engineering prior to the start of construction and supplemented as necessary throughout the project. This data is being provided for informational purposes only and does not relieve the contractor of any obligations for compliance with applicable OSHA and State laws regarding hazardous chemicals and right -to -know. S -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 them- selves or others employed on the project. Contractor shall not commit any of the following employment practices and agrees to include the following clauses in any subcontracts: To discriminate against any individual in terms, conditions, or privileges of employment because of sex, race, color, religion, national origin, sexual orientation, gender identity, marital status, age or disability unless such disability is related to job performance of such person or employee. To discharge from employment or refuse to hire any individual because of sex, race, color, religion, national origin, sexual orientation, gender identity, marital status, age, or disability unless such disability is related to job performance of such person or employee. S -8 CONTRACT COMPLIANCE PROGRAM (ANTI- DISCRIMINATION REQUIREMENTS). For all contracts of $25,000 or more, the Contractor shall abide by the requirements of the City's Contract Compliance Program, which is included with these Specifications beginning on page CC -1. S -9 MEASUREMENT AND PAYMENT. Section 01025, Measurement and Payment, contained in Division 1 of these specifications defines all pay items and methods of measurement. The provisions of this section will supersede applicable sections in the IDOT STANDARD SPECIFICATIONS. S -10 TAXES. Contractors and approved subcontractors will be provided a Sales Tax Exemption Certificate to purchase building materials, supplies, or equipment in the performance of the contract. The Contractor shall submit the information necessary for the certificates to be issued. S -11 CONSTRUCTION STAKES. Replace the last paragraph of 1105.06 of the IDOT Standard Specifications with the following: The Contractor shall be responsible for the preservation of stakes and marks. Any 110296 -0 SC -5 necessary re- staking will be at the Contractor's expense and will be charged at a rate of $75 per hour. S -12 RESTRICTION ON NON - RESIDENT BIDDING ON NON - FEDERAL -AID PROJarp"T'LL D The Contractor awarded the project together with all Subcontractors shall be required to complete the form included with these specifications (and entitled the same as this sectionAbb"Mi{ it H1 4: 50 the Engineer before work can begin on the project. CITY CLERK Note that these requirements involve only highway projects not funded WA4FreUaI10VVA monies. 110296 -0 SC -6 RESTRICTION ON NON - RESIDENT BIDDING ON NON - FEDERAL -AID POTS F1 ED PROJECT NAME: APR ` I phi 4: 5Q TYPE OF WORK: DATE OF LETTING: CITY CLERK ' - F-1TY. I0 WA A resident bidder shall be allowed a preference as against a non - resident bidder from a state or foreign country which gives or requires a preference to bidders from that state or foreign country. That preference is equal to the preference given or required by the state or foreign country in which the non - resident bidder is a resident. 'Resident bidder" is defined as a person authorized to transact business in this state and having a place of business within the state, and has conducted business for at least six months prior to the first advertisement for the public improvement. In the case of a corporation, the above requirements apply as well as the requirement that the corporation have at least fifty percent of its common stock owned by residents of this state. This qualification as resident bidder shall be maintained by the bidder and his /her contractors and subcontractors at the work site until the project is completed. I hereby certify that the undersigned is a resident bidder as defined above and will remain such from the start of the project until its completion. COMPANY NAME: CORPORATE OFFICER: TITLE: DATE: 4/11 data on citynt /Eng/MaslerSpecs/frontend.doc 110296-0 R -1 Division 01 NE1317, General Requirements .P.N- 4:50 CITY CLERK IMAIA CITY, 1014A Division 0 1 SECTION 01010 FILED SUMMARY OF THE WORK 1011 APR -I P, 4:50 PART 1 - GENERAL CITY CLERK IOWA CITE', IOWA General description, not all inclusive. A. Base Bid Work: 1. Install erosion controls. 2. Clear and grub, strip topsoil, and prepare the site. 3. Construct drainage culverts and storm sewer system. 4. Grade the site and provide compaction and subgrade preparation. 5. Construct PCC trail. 6. Provide and install lighting under McCollister bridge and miscellaneous electrical work. Install benches. 7. Backfill and grade the project. 8. Seed, fertilize, mulch and install erosion controls for the project. 9. Provide, maintain and comply with the Stormwater Pollution Prevention Plan (SWPPP) throughout the duration of the project. 10. Remove erosion controls upon site stabilization. 11. All other work as shown on the plans and contained in the specifications. 5/02 shared\engineer\specs-ii\01 0 10 110296 -0 01010 -1 SECTION 01025 MEASUREMENT AND PAYMENT 201 PiR - I PAN; 4: So PART I - GENERAL CITY CLERK I CITY,10�yA 1.01 SUMMARY.• A. Procedures and submittal requirements for schedule of values, applications for payment, and unit prices. 1.02 STANDARD OF MEASUREMENTS. A. Work completed under the contract shall be measured by the Engineer. Payment will be based on the actual quantity of work performed according to the various classes of work specified unless noted in Part 3 of this Section. The Contractor will be given an opportunity to be present during measurement. 1.03 SCOPE OF PAYMENT.• A. The Contractor shall accept the compensation as herein provided as full payment for furnishing materials, labor, tools and equipment and for performing work under the contract; also, for costs arising from the action of the elements, or from any unforeseen difficulties which may be encountered during the execution of the work and up to the time of acceptance. B. Construction items may be bid as a lump sum or as itemized work, which will be paid on a unit cost basis. In either case, some work may be required for which a separate pay item is not provided. Completion of this work is required. If a separate pay item is not provided for this work, it is to be considered incidental to the project and no separate payment will be made. PART 2 - PRODUCTS 2.01 NONE PART 3 - EXECUTION 3.01 PROCEDURE. A. Payment under this contract shall occur no more than once per month for work completed by the Contractor. Payment is based on an estimate of the total amount and value of work completed minus 5% retainage. It is not the City's policy to pay for materials and equipment stored or furnishings fabricated off site. The 5% retainage will be released 31 days after the project is accepted by the City Council, provided no claims against the project have been filed within 30 days of project acceptance. Chapter 573 of the Code of Iowa will govern the release of retainage and resolution of claims. 110296 -0 01025 -1 3.02 BID ITEMS: A. GENERAL The following subsections describe the measurement of and payment for the ° , .vJLE r"- done under the items listed in the FORM OF PROPOSAL. 2011 APR - ! PPS 4: 50 Each unit or lump sum price stated shall constitute full payment as herein specified for each item of work completed in accordance with the drawings and specificatioQ Ti*irAj>�' k( cleanup. "OVA CITY.10WA It is the Contractor's responsibility to identify the locations of public and private utilities. No additional compensation will be made for any interference or delay caused by the placement and /or relocation of said utilities. No additional compensation will be made for repair costs to fix damage caused by the Contractor or his/her Subcontractors. Work associated with existing items on private and/or public property that are to be protected, removed, relocated, replaced, reinstalled or modified is considered incidental unless it is listed as an item in the FORM OF PROPOSAL. Existing items damaged or unsuitable for relocation or reinstallation will be replaced with like item and painted, if necessary, at the Contractor's expense. All trees and shrubs shall remain and be protected from damage unless specifically noted as "REMOVE" or "CLEAR AND GRUB" on the project plans and as otherwise directed by the Engineer. The prices for those items which may have any impact on existing trees and shrubs shall include compensation for special precautionary measures required to prevent injury or damage to said tree, shrub or root system. The prices for those items which involve grading or excavation shall include compensation for top soil removal and replacement (unless it is listed as an item in the FORM OF PROPOSAL), disposal of surplus excavated material, handling water, installation of all necessary sheeting, bracing and temporary fencing around all open excavations and supply, placement and compaction of specified backfill. The prices for those items which involve surface removal adjacent to buildings or vaults shall include compensation to protect exposed surfaces from water which may leak or seep into vaults and/or basements. All labor, materials and equipment required to bring surfaces to the proper elevation and density including loading, hauling, and disposal of unsuitable material, below grade excavation, borrow and hauling, placing, forming, drying, watering and compaction of fill material, and all such work as may be required to make the grading work complete with a uniform surface free of rock, broken concrete, tree roots, limbs and other debris is incidental to this project unless it is listed as an item in the FORM OF PROPOSAL, The Contractor must pay for all parking permit fees, meter hoods, lot and ramp fees, and parking tickets. The Contractor must figure these costs into their bid prices. The City will not waive parking fees or fines. Permits paid for by the Contractor will be issued only for construction vehicles, not personal vehicles. The Contractor shall be responsible for continuous cleaning of mud and debris off adjacent driveways, streets, sidewalks and private property, when mud and debris is deposited there as a result of any construction activity. The cost of clean up shall be incidental. 110296 -0 01025 -2 B. BID ITEM DESCRIPTIONS Clearing and Grubbing (LS) The lump sum price for this item includes all work required to cut, remove and dispose of trees, stumps, roots, logs, down timber and branches, hedges, brush, shrubs, vegetation, rubbish and field fence within the limits of clearing and grubbing shown on the Plans and as directed by the Engineer. The installation and removal of tree protection fencing as shown on the Plans is incidental to this item. 2. Excavation, Class 10, Roadway and Borrow (CY) The estimated quantities are: 645 cubic yards cut and 3,365 cubic yards fill (including 30% shrink). The unit price for this item will be paid based on the plan quantity for cubic yards of 3,365 cubic yards. Included with this item is all work required to bring the trail to the proper subgrade elevation and density along the entire cross section with a uniform surface free of debris. Also included is cutting, loading, hauling and disposal of unsuitable material, including existing gravel drives as shown on the Plans, below grade excavation, borrow and hauling, placing, forming, drying, watering and 04 compaction of fill material. CV) c Approved Contractor - provided borrow pit and materials, as needed, shall be incidental Lu � Cl to this item. There will be no payment for overhaul. _J>= Topsoil, Strip, Salvage and Spread (CY) LLc-- .,z c;,J:i The unit price for this item will be paid based on the plan quantity of cubic yards of ® topsoil stripped, salvaged and respread. Included with this item is all work required to iE remove topsoil from cuts, or areas to be covered by fill, preparation of vegetation, and hauling, depositing, and spreading the topsoil on areas to be seeded and sodded. Also included is mowing, plowing, blading, disking, and stockpiling. Topsoil shall be removed to a uniform 6 -inch depth. 4. Shoulder Finishing, Earth (STA) The unit price for this item will be paid based on the number of stations in the contract documents along each edge of pavement. Where trail segments intersect, the length along the curves will be used to determine the quantity, there will be no overlapping or duplication in these areas. Item includes material, equipment, and labor for all work of finishing shoulders. 5. Aprons, Concrete, 12 -Inch Diameter (EA) 6. Aprons, Concrete, 15 -Inch Diameter (EA) 7. Aprons, Concrete, 24 -Inch Diameter (EA) The unit prices for these items will be paid based on the number installed for each size and type and includes excavation, shaping of subgrade and hardware. Also includes providing and installing apron guards and concrete and reinforcement for footings as noted on the Plans. At places where aprons with guards are required, pipe length includes the length of the apron section. The last two pipe joints before the apron section shall be tied and is incidental to these items. 8. Intake, SW -401, 48 -Inch Diameter (EA) 9. Intake, SW -512, 30 -Inch Diameter (EA) 110296 -0 01025 -3 B. BID ITEM DESCRIPTIONS Clearing and Grubbing (LS) F I The lump sum price for this item includes all work required to cut, re ove and dispose of trees, stumps, roots, logs, down timber and branches, hed eX sh shrubs vegetation, rubbish and field fence within the limits of clearinglall -tnig s�i 13: 50 on the plans and as directed by the Engineer. CITY CLERK Excavation, Class 10, Roadway and Borrow (CY) /10101A CITY, 10 WA The estimated quantities are: 645 cubic yards cut and 3,365 bic yards fill (including 30% shrink). The unit price for this item will be paid ba d on the plan quantity for cubic yards of 3,365 cubic yards. Included with this ite is all work required to bring t e trail to the proper subgrade elevation and densi along the entire cross section wi a uniform surface free of debris. Also include is cutting, loading, hauling and disp sal of unsuitable material, including existing avel drives as shown on the plans, below ade excavation, borrow and hauling, p cing, forming, drying, watering and com1) c on of fill material. Approved \thiitem r- provid/paid pit d materials, as needed, shall be incidental to this item. ill be no o overhaul. Topsoil, Strige and S) The unit prii item d based on the plan quantity of cubic yards of topsoil strippvage an. Included with this item is all work required to remove tops cuts, r covered by fill, preparation of vegetation, and hauling, dep and sp topsoil on areas to be seeded and sodded. Also included is g, plo in blading, disking, and stockpiling. Topsoil shall be removed to a m 6 ch de th. 4. Shoulder Finishing, arth (STA) The unit price fo his item will be paid as, documents alo each edge of pavement. along the cu es will be used to determine or duplicat' n in these areas. Item incluc work off ishina shoulders. 5. 6. 7. 8. 9. Concrete, 12 -Inch Diameter (EA) Concrete, 15 -Inch Diameter (EA) Concrete, 24 -Inch Diameter (EA) -d on the number of stations in the contract Where trail segments intersect, the length 'tie quantity, there will be no overlapping es aterial, equipment, and labor for all The unit prices for these items will be paid based on the num er and type and includes excavation, shaping of subgrade and h providing and installing apron guards and concrete and reinfon noted on the Plans. At places where aprons with guards are includes the length of the apron section. The last two pipe jc section shall be tied and is incidental to these items. Intake, SW -401, 48 -Inch Diameter (EA) Intake, SW -512, 30 -Inch Diameter (EA) installed for each size dware. Also includes ment for footings as r uired, pipe length ints efore the apron The unit prices for these items will be paid based on the number of each type of intake 110296 -0 01025 -3 constructed and includes excavation, forming, reinforcing, steel, dowels, supply, placement, compaction and finishing of concrete, supply, placement and compaction of specified backfill, providing stubs for drainage tiles and the frame a�. Construction of larger than standard intakes to fit over large storm sew throats shall be considered incidental. Stoppers for stub connections are incidental. 10. Storm Sewer, Trenched, RCP, 2000D (CU), 12 -Inch (U) � APR —I PM 4= 50 11. Storm Sewer, Trenched, RCP, 2000D (CU), 15 -Inch (LF) CITY CLER- K 12. Storm Sewer, Trenched, RCP, 2000D (CU), 24 -Inch (LF) IM1A CIT,Y' I MAIA The unit prices for these items will be paid based on the number of linear feet installed. Length will be measured for each size and type of pipe along the pipe center line with no deductions for prefabricated bends or flared end sections. Measurement shall exclude the space across manholes and intakes. At places where aprons with guards are required, pipe length includes the length of the apron section. The following items shall be considered incidental unless they are included with other items listed in the FORM OF PROPOSAL: a. Adapters, collars, connections, core drilling, and tapping required for connections to adjacent storm sewer, dissimilar pipes, manholes, or other appurtenances as noted in the Plans. b. Trench excavation including furnishing necessary equipment and labor. C. Trench boxes required for safety and to minimize disturbance to features to be saved. d. Exploratory digging required to determine location of existing structures or potential conflicts. e. Furnishing pipe, wyes, tees, fittings, joint materials, and appurtenances. f. Supply, placement and compaction of specified pipe bedding material and standard or select material within the pipe envelope including concrete encasements. g. Supply, placement and compaction of standard backfill and granular backfill material. Granular backfill material shall be used in trenches under or within 5 feet of pavement or as otherwise indicated or specified on the plans and by the Engineer. h. Dewatering trenches and excavations for pipe, intakes, manholes and associated structures including furnishing pumps, piping, well points, etc., as required. i. Temporary connections, piping, and pumping for bypassing sewage flows as required to construct pipe, intakes, manholes and associated structures. j. Frost excavation, frost ripping, frost blankets, or other activities associated with cold weather. k. Testing of sewers as required. 1. Temporary support of existing utility mains and service lines. M. Repair or replacement of utility services damaged by the Contractor. n. Permanent connections and stubs with caps for sump pump, drainage, and field tiles of various sizes, including backfill as specified by the Engineer. 110296 -0 01025 -4 13. Revetment (TON) The unit price for this item will be paid based on the number of tons of s ecillt- eU placed as shown on the plans and directed by the Engineer. Stone shall be placed on engineering fabric which is incidental to this item. Also inc'WOff -4w4gr 4; 50 preparation and shaping, supply and placement of engineering fabric and rock, and provisions to keep rock from being contaminated with soil durin ITuys ER K construction activities. l m C1 T Y, 10A 14. Removal of Pavement (SY) Removal quantities shall include Portland Cement Concrete, full depth Asphalt Cement Concrete, and/or brick roadways, driveways, parking lots, curbs and gutters, and sidewalks. Removal of compacted granular and chip seal surfaces, including existing gravel drives, shall be considered incidental to Class 10 Roadway & Borrow Excavation and will not be measured and paid under this item. Saw cuts and hauling and disposal of waste materials shall be incidental. All proposed saw cuts must be approved by the Engineer. Removal operations shall conform to the construction phasing noted on the plans or as otherwise approved or directed by the Engineer. Additional effort required for this purpose is considered incidental. 15. Recreational Trail, Portland Cement Concrete, 6 Inch (SY) The unit price for this item will be paid based on the number of square yards of Portland Cement Concrete Recreational Trail constructed at the specified widths, thicknesses and mix designs. Also included with this item is forming, supply, placement and finishing of concrete, special concrete mixes, curing, jointing and joint sealing, grading to establish a uniform grade between the sidewalk and top of curb, and backfilling at curb lines. Aggregate durability class for all P.C. Concrete paving shall be Class 3. If weather conditions prohibit the use of Class M, P.C. Concrete, a deduct will be negotiated for the reduced cement content in Class C, P.C. Concrete. Pavement smoothness shall be evaluated for main line pavement per current IDOT Specifications. 16. Special Compaction of Subgrade for Recreational Trail (STA) The unit price for this item will be paid based on the number of stations of subgrade prepared and compacted in accordance with Iowa DOT Standard Specification 2511. Length will be measured along the centerline of trail and other segments to be paved, including new walks and river overlook. Payment is full compensation for furnishing all material, equipment, and labor to construct special compaction of subgrade for recreational trail according to the contract documents. 17. Curb and Gutter, P.C. Concrete (LF) The unit price for this item will be paid based on the number of linear feet of Portland Cement Concrete curb and gutter constructed at the specified widths and thicknesses and includes excavation required to place forms, prepare granular subbase as needed to match existing, and curb and gutter at required elevations, forming, supply, 110296 -0 01025 -5 placement and finishing of concrete, curing, jointing and joint sealing, grading to establish a uniform grade between the sidewalk and top of curb, and backftlling at curb lines. 18. Electrical and Lighting (LS) FILED The lump sum price for this item will be paid based on the p JJrA!ccRmp1eteP *r4: S0 furnishing, installing, commissioning and submitting close -out doc�ts for tile electrical work as shown in the Plans on Sheet E1.1 and E4.1. Bid ' n materials, equipment and labor as required. *A► OVA 19. Trailside Park Bench (EA) The unit price for this item will be paid based on the number of each bench installed and includes material, equipment, and labor necessary to provide and install each bench of the type, and in the locations shown on the Plans and in accordance with the manufacturer's recommendations. 20. Construction Survey (LS) The lump sum price for this item is full compensation for the survey work required for the project as let, including any interpolations that may be necessary between cross - sections and field staking. Payment will be based upon percent complete. 21. Traffic Control (LS) The lump sum price for this item will be paid based on percent complete for furnishing, installing, maintaining, moving, relocating, and removing all traffic control devices including barricades, safety fencing, drums, lights, signs, flaggers, and orange safety fence at trail/sidewalk closed locations, advanced sidewalk closed signage locations, and work adjacent to and within McCollister Boulevard. 22. Mobilization (LS) See Iowa DOT Standard Specification Section 2533. Also included are costs for bonding, meetings, permits, maintenance bond, and demobilization. Also includes material, equipment, and labor necessary to provide, install, and maintain the components shown on the SWPPP Plans (excludes silt fence, filter tube, intake protection, turf reinforcement mat, and ditch checks) and Specifications, and within the erosion control permit, including inspection and reporting requirements. Partial payments shall be made as follows: 25% of this item when 5% of the original project sum is earned. 75% of this item when 25% of the original project sum is earned. 100% of this item when 100% of the original project sum is earned. 23. Seed, Fertilize, and Mulch (ACRE) The unit price for this item will be paid based on the number of acres seeded, fertilized, and mulched and includes preparation of seed bed, supply and application of seed, fertilizer, mulch, and water, and all upkeep as specified, including a one -year guarantee. No distinction in unit price shall be made for various seed mixtures specified. 110296-0 01025 -6 Only disturbed areas not replaced with pavement shall be seeded unless noted on the plans or directed by the Engineer. FILED 24. Turf Reinforcement Mat (SQ) '2011 APR - i PM 4: 50 The unit price for erosion control mat will be paid based on the number of scluares (1 Square = 100 square feet) of actual area covered and includes supply a?} Riei.iRi specified material, anchor slots, junction slots, check slots, terminal P XAap �Tllsl 0 VIA and maintenance. Erosion control for areas disturbed by careless actions of the Contractor shat l be at the Contractor's expense. 25. Intake Protection (EA) The unit price for this item will be paid based on the number of intake protection product installed, maintained, and removed in accordance with the plans, specifications, and manufacturer's recommendations. Item includes all material, equipment, and labor necessary to install, maintain, and remove upon completion of the project. 26. Silt Fence (LF) 27. Georidge Ditch Checks (LF) 11100 shared\engineer\specs -ii \01025. doc The unit price for these items will be paid based on the number of linear feet installed, maintained, and removed at locations indicated on the plans or as directed by the Engineer and includes installation, maintenance and removal upon project stabilization and discontinuation of erosion control permit. In accordance with the Plans and specifications, when 12" compost filter tube is an allowable substitution for silt fencing, it shall be paid for at the unit price for the silt fence item. Erosion control for areas disturbed by careless actions of the Contractor shall be at the Contractor's expense. Partial payments shall be made as follows: 60% of this item after installation 100% of this item after maintenance and removal 110296-0 01025 -7 SECTION 01310 PROGRESS AND SCHEDULES PART 1 - GENERAL 1.01 SUMMARY.• A. Prepare, submit and update as necessary a schedule of the work. 2011 APR — I Pm 4: So CITY CLERK I0dA CITY,101YA B. Time is of the essence. Minimizing inconvenience, disruption and duration of disruption is a high priority. Scheduling of work shall be planned with this in mind. 1.02 SUBMITTALS. A. The Contractor shall submit prior to the Pre - Construction meeting a detailed schedule of the proposed work with the controlling operation identified. The schedule shall include proposed dates and durations of street closings. Work may not begin until the schedule is approved by the Engineer. B. The Contractor shall submit updated construction schedules at two week intervals throughout the project. PART 2 - PRODUCTS None. PART 3 - EXECUTION 3.01 MEETINGS PRIOR TO CONSTRUCTION. A. A Pre - Construction meeting will be held prior to beginning work. 3.02 PROGRESS OF WORK.• A. The Work shall be completed by September 1, 2011. Liquidated damages of $200.00 per day will be charged on work after completion date. B. No work shall be done between the hours of 10:00 p.m. and 7:00 a.m. without the approval of the Engineer, with the exception of saw cutting freshly poured concrete. C. Work will proceed in a well organized and continuous manner to minimize the disruption to the general public (both pedestrian and vehicular). D. Restoration activities will follow closely behind the work even if multiple mobilizations are necessary. 110296 -0 01310 -1 3.03 TRAIL CLOSINGS. A. Notify the Engineer four days in advance of any existing trail closings. 1F&Ir tfil may be closed without the Engineer's approval and said notification. L.1 11/00 shared \engineer \specs- ii\013 I O. doc 110296 -0 01310 -2 2011 APR -I P►4 4: 5D CITY O VIA CITY, O�jjA SECTION 01570 FILED TRAFFIC CONTROL AND CONSTRUCTION J1TIS4; 50 PART 1 - GENERAL CITY Cl PIK 10 A CITY= 1f -IIXA 1.01 SUMMARY.• A. Furnish, install and maintain traffic control and construction facilities required for the work. Remove when work is completed. 1.02 REFERENCES. A. IDOT Standard Specifications. B. U.S. Department of Transportation Federal Highway Administration "Manual on Uniform Traffic Control Devices for Streets and Highways," 2003 Edition, as revised. C. Traffic Control Notes on project plans. PART 2 - PRODUCTS 2.01 MATERJALS. A. Traffic control devices may be new or used, but must meet the requirements of the IDOT Standard Specifications. B. All construction fence shall be new and securely fastened to approved posts and installed as directed by the Engineer. PART 3 - EXECUTION 3.01 TECHNIQUES. A. Except as amended in this document, the work in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 11. General Requirements and Covenants. Section 1107.09. Barricades and Warning Signs. Division 25. Miscellaneous Construction. Section 2528. Traffic Control. 3.02 MAINTENANCE OF FACILITIES. A. The Contractor shall monitor the condition of traffic control and construction facilities at all times, including non -work hours. Repair, replace and maintain as necessary. 3.03 EXCA VATIONS. 110296 -0 01570 -1 A. All excavations shall be fenced. 3.04 ADDITIONAL FACILITIES. I ILED A. All signs, barricades and fences within and beyond the project AJ ldAlikd 1ppio$riWAq the Engineer shall be the responsibility of the Contractor. CITY CLERK IOWA CITY,110WA 11/00 sharead \engineer \specs -i i \01570. doc 110296 -0 01570 -2 SECTION 01737 STORMWATER POLLUTION PREVENTION PgkNPR - I PM 4: SO PART 1 GENERAL 1.1 1.2 DESCRIPTION CITK I0 CITYEoij A A. This Stormwater Pollution Prevention Plan ( SWPPP) has been prepared to satisfy the requirements of the Iowa Department of Natural Resources (Iowa DNR), General Permit No. 2, for "Stormwater Discharges Associated with Industrial Activity for Construction Activities." Refer to Section 01737D. B. Contractor shall be responsible for implementation of the SWPPP within the contract limits identified on the Stormwater Pollution Prevention Plan. C. In addition to the requirements of this Section, Contractor shall comply with all requirements of the General Permit No. 2 and with applicable Iowa DNR and US EPA regulations. SITE DESCRIPTION A. See Cover Sheet of Drawings for general location map. B. The site consists of approximately 3.32 acres, and is located in the SE and SW Quarters of Section 22, Township 79 North, Range 6, West of the 5th Principal Meridian, Johnson County, Iowa City, Iowa. The site consists primarily of recreational trail development. C. The activity at this site will consist of recreational trail construction. It is anticipated that approximately 2.37 of the 3.32 acres of the site will be disturbed during the construction activities. The pre - development runoff coefficient is 0.36 and it is expected that the post - development runoff coefficient will be 0.40. D. The Stormwater Pollution Prevention Plan shows the following: 1. Drainage patterns. 2. Approximate slopes after major grading. 3. Areas of soil disturbance. 4. Locations of structural controls. 5. Locations of non - structural controls. 6. Locations of areas to be stabilized. 7. Surface drainageways. 8. Stormwater discharge locations. E. Stormwater runoff from the site will discharge to the storm sewer and will ultimately discharge to the Iowa River. 1.3 CONTROLS 110296 -0 01737 -1 A. Major soil disturbing activities at the site will consist of removal of existing vets roadway and construction of a new concrete, 10 foot -wide trail. For these ac "tf L E D the erosion /sedimentation control measures, both structural and non- structura , and implementation of these controls is described herein or is shown on the ormwater Pollution Prevention Plan. I APR —I PK (I, 50 1.4 POST - DEVELOPMENT STORMWA TER MANAGEMENT PLAN to CITY CLERK WPB CITY. !O WA A. The post - development stormwater management plan consists of maintaining the system of storm sewers, intakes, and vegetative cover. It is anticipated that this plan will achieve the goal of 80 percent removal of total suspended solids. PART 2 PRODUCTS NOT USED PART 3 EXECUTION 3.1 GENERAL EROSION /SEDIMENTATION CONTROL MEASURES A. During construction activities, the following practices will be observed: 1. A sign or other notice must be posted near the main entrance of the construction site. The sign or notice must contain the following information: a. A copy of the completed Notice of Intent (NOI) as submitted to the Iowa Department of Natural Resources (IDNR). b. Project description and permit number. C. The current location of the SWPPP and name and telephone number of a contact person for scheduling viewing times. 2. For linear projects, the sign or notice must be posted at a publicly accessible location near the active part of the construction site. 3. Contractor is responsible for installation and maintenance of a rain gauge. The rain gauge shall be installed in an area free of obstructions. Rain gauge will be utilized for inspection purposes to determine the amount of rain deposited after a storm event. Identify the location of the rain gauge on the Drawings. 4. Ensure proper disposal of construction site waste materials. No waste materials will be disposed of on -site. The Contractor shall comply with all applicable local, state, and federal requirements regarding the disposal of excess and waste materials. Contractor shall provide to the Owner the locations where waste materials will be disposed of. 5. Prevent off -site tracking of sediments and generation of dust. Stabilized construction entrances or vehicle washing racks should be installed at locations where vehicles leave the site. Tracked sediment will be removed from the surrounding roads, drives, and parking lots by the Contractor. Identify all locations of stabilized construction entrances on the Drawings. Implement dust control measures where dust is generated. Frequent watering of the site, sprinkling /irrigation, vegetative cover, mulch, wind breaks, tillage, stone, and spray -on chemical soil treatments (palliatives) are possible dust 110296 -0 01737 -2 control measures. If the dust control is not acceptable it shall an ed as directed by the Owner's Representative. 6. Treat or dispose of sanitary waste generated on -site in accordance wit sta e and local waste disposal, sanitary sewer, or septic regul,af addentify�all locations of portable restroom facilities on the Drawin p le l es a + 50 facilities must not be located near drainageways. �T 7. Prevent contamination of allowable non - stormwater disO &� ,, the Drawings all locations of allowable non-storm water di c �'g q., Allowable non - stormwater discharges include, but are not limited to, water flushed from water lines, pavement and equipment washing (where no spills or leaks have occurred, unless the spilled material has been cleaned up) where no detergents or other surfactants are used, and uncontaminated groundwater (dewatering). 8. Identify all locations of stockpiled material on the Drawings. Contractor shall provide all erosion/sedimentation controls as necessary to contain material on site. 9. Identify all locations of concrete, paint, and grout washout areas on the Drawings. These areas shall be protected at all times. Contractor shall haul off all waste material on site. Contractor is required to install a sign that designates the washout area. 10. Identify locations of contractor laydown/equipment storage. Contractor shall provide all erosion /sedimentation controls as necessary to contain materials on site. 3.2 DESCRIPTION OF CONTROLS A. Minimum erosion/sedimentation control devices are shown on the plans. It is the Contractor's responsibility to control erosion and sediment on the site. Additional controls shall be installed as needed to satisfy this requirement. B. Stabilization Controls. All controls shall be in accordance with Section 02370 - Erosion and Sedimentation Control. C. Structural Controls. All controls shall be in accordance with Section 02370 - Erosion and Sedimentation Control. 3.3 SEQUENCE OFMAJOR ACTIVITIES A. Contractor shall incorporate all temporary stabilizing and permanent erosion/sedimentation control features into the project at the earliest practicable time and according to the following guidelines: 1. Install intake protection and down slope and side slope perimeter controls before the land disturbing activity occurs. 2. Do not disturb an area until it is necessary for construction to proceed. 3. Cover or stabilize disturbed areas as soon as possible. 4. Time construction activities to limit impact from seasonal climate changes or weather events. 5. Delay construction of infiltration measures until the end of the construction project when upstream drainage areas have been stabilized. 110296 -0 01737 -3 6. Do not remove temporary perimeter controls until after all u rLa s,are finally stabilized. �f.�1! 3.4 MAINTENANCE "2011 APR — I PM 4: 5 i A. Maintenance and repairs of erosion and sedimentation controls shallfk+�+r fro nee with Section 02370 - Erosion and Sedimentation Control. 018a 11rr�� IT �tigfi�► �U (�Yf'fc tJ1 i Y, B. The Contractor will be required to maintain all erosion and sedimentation controls in proper working order, including cleaning, repairing, or replacing the controls until final stabilization. C. Refer to Section 02370 - Erosion and Sedimentation Control for sediment cleaning from controls requirement. If not specified, cleaning of sediment controls will begin when the controls have lost 50% of their capacity. D. The inspection reports can be used to record scheduled maintenance. E. The Contractor will maintain records of the construction activity on the site. These records will be used to make sure that areas, where there is no construction activity, will be stabilized within the required time frame. The SWPPP will be updated to include, at minimum, the following information: 1. The dates when major grading activities occur in a particular area. 2. The dates when construction activities cease in an area, temporarily or permanently. 3. The dates when an area is stabilized, temporarily or permanently. 4. The dates when erosion/sedimentation controls are installed and removed. F. For the SWPPP to be effective, the plan must accurately reflect the construction site features and operations. When the Contractor observes deficiencies in the plan or that the plan is not effective in minimizing pollutant discharge from the site, the plan must be updated and changed. Any changes that may be required to correct deficiencies in the SWPPP, noted during an inspection, should be made as soon as practical after an inspection, but in no case later than seven (7) days after the inspection. In addition, the SWPPP will be updated to: 1. Include contractors identified after the submittal of the Notice of Intent. These contractors will certify the plan and be identified as co- permittees. 2. Identify any change in ownership or transference of the permit and permit responsibilities. 3.5 SPILL PREVENTIONAND CLEANUP MEASURES A. The Contractor must include in the SWPPP the Material Safety Data Sheets (MSDS) for all waste materials expected to be stored on site, with updates as appropriate. B. The Contractor is required to furnish and install a spill kit. The spill kit shall be a sealed storage shed located near the construction trailer or fueling area. The spill kit shall be relocated as necessary for construction. At a minimum, the spill kit shall contain, but not be limited to the following items: 1. Garbage can 110296 -0 01737 -4 Gloves Safety goggles Broom and dust pan Oil absorbent clay chips or pads FILED `Zt11 ! APR - I Pty 4: 51 C. The spill kit shall be restocked as supplies are used. CITY CLERK IOW J CITY 101,' D. The Contractor is required to install a sign that designates the spill kit. T e location d the spill kit shall be identified on the Drawings. E. The Contractor will be required to report any spills of substances that may create a hazardous condition to the Owner's Representative. Iowa law requires that as soon as possible, but not more than six (6) hours after the onset of a hazardous condition the IDNR and local sheriff's office or the office of the sheriff of the affected county be notified by the Owner. F. The Contractor must modify the SWPPP within 14 calendar days of a hazardous condition. The SWPPP shall describe the release and the circumstances leading to the release as well as the date that the release occurred. Steps to prevent the reoccurrence of such releases are to be identified in the plan and implemented. 3.6 INSPECTIONS A. The Contractor shall designate one qualified person to be the Stormwater Coordinator. This person will be required to provide inspections for the Contractor as well as maintain the SWPPP and all required documentation. B. Inspections shall be provided by the Contractor who shall inspect disturbed areas of the construction site that have not been fully stabilized at least once every seven (7) calendar days and within 24 hours of the end of a storm event that is 0.5 inches or greater. The SWPPP Inspection Report form in Section 01737B - Stormwater Pollution Prevention Plan - Inspection Report shall be completed for all inspections. C. Disturbed areas and areas used for the storage of materials that are exposed to precipitation shall be observed for evidence of, or the potential for, pollutants entering the drainage system. D. Structural control measures shall be observed to ensure that they are operating correctly. E. Accessible discharge locations shall be observed to determine effectiveness in preventing significant impacts to receiving waters. F. Locations where vehicles enter or exit the site shall be observed for evidence of off - site sediment tracking. G. The Contractor will prepare an inspection report of the pollution control measures. The report will: report the scope of the inspection; provide the name(s) and qualifications of personnel making the inspection; include the date(s) of the inspection; identify any damages or deficiencies in the control measures; identify what 110296-0 01737-5 actions will be taken to modify pollution control practices; and ceif" y Mrnre. The SWPPP Inspection Report form will be completed for all ins airt U H. Based on the results of these inspections, the Contractor shal�tgll'A?R', ,VnsM 4: S I required to protect receiving waters within seven (7) days ofie date o such inspection. CITY CLERK IO'MA CITE', IOWA I. Results of these inspections shall be recorded on copies of the inspection form provided or other standard format and kept in the Contractor's field office until the project is completed. Contractor is required to provide inspections until the site has reached final stabilization and the Notice of Discontinuation (NOD) has been filed by the Owner's Representative. 3.7 IMPLEMENTATION A. The Owner is responsible for submitting the Public Notice of Stormwater Discharge, the Notice of Intent and the Notice of Discontinuation. B. The Owner is responsible for paying the fees for publishing the Public Notices and for submitting the Notice of Intent. C. The Owner is responsible for resubmitting for an extension if necessary. All resubmittal fees will be paid by the Owner. D. The Contractor is responsible for keeping the NPDES permit up to date. E. The Contractor is responsible for the implementation and maintenance of all measures identified in this SWPPP. F. The Contractor and all subcontractors coming on site to perform soil disturbing activities or implementing erosion/sedimentation control measures are required to certify the SWPPP by signing the certification statement in Section 0 173 7A - Stormwater Pollution Prevention Plan - Contractor /Subcontractor Certification one (1) week prior to start of construction. The SWPPP Certification Statement form at the end of this Section shall be completed by all subcontractors, throughout the duration of the project, before conducting any work at the site. The signed copies shall be kept with this SWPPP in the Contractor's field office until the project is completed. G. The Contractor /Subcontractors implementing erosion/sedimentation controls on site are required to sign the Table of Contractor /Subcontractors Implementing Erosion Control Measures located in Section 01737C - Stormwater Pollution Prevention Plan - Table of Contractor /Subcontractor Implementing Erosion /Sedimentation Control Measures. H. Upon review of the SWPPP, the Owner shall sign the Owner Certification, Section 01737E - Stormwater Pollution Prevention Plan - Owner Certification. 110296 -0 01737 -6 I. The Contractor will be responsible for obtaining a City of Iowa ns con Site Runoff (CSR) permit. The Contractor will be responsible for pr p'ar roi i g and paying the permit fee for the CSR permit. 3.8 RETENTION OF RECORDS 2011 APR — I PM 4: S A. A copy of this SWPPP, including all reports and certification jq�A %tXPnNv1 PP shall be maintained at the construction site by the Contractor r bl A (PP initiation to the date of final stabilization. B. A copy of this SWPPP, including all reports and certifications required by the SWPPP and records of all data used to complete the Notice of Intent to be covered by the permit, will be kept for a period of at least three (3) years from the date that the site is finally stabilized. C. A copy of the Notice of Intent must be included in the SWPPP. D. All SWPPP plans and associated records must be made available to the Department of Natural Resources and the operator of the municipal separate storm sewer system (MS4) upon request. E. Provide a copy of any modifications to the Stormwater Pollution Prevention Plan, all SWPPP Certification Statement forms, all SWPPP Inspection Reports and the Table of Contractor /Subcontractors Implementing Erosion Control Measures to the Owner's Representative as they are prepared. 3.9 FINAL STABILIZATION A. Final stabilization is reached when all soil disturbing activities at the site have been completed. This includes the establishment of a uniform perennial vegetative cover for unpaved areas not covered by permanent structures or equivalent permanent stabilization measures (i.e. rip -rap, gabions or geotextiles). Final stabilization must be approved by the Owner's Representative. B. Upon approval by the Owner's Representative, the Contractor is required to remove all temporary erosion/sedimentation controls. C. Within thirty (30) days after all temporary erosion/sedimentation controls have been removed, the Contractor shall notify the Owner to submit the Notice of Discontinuation (NOD) form to the IDNR. END OF SECTION 110296 -0 01737 -7 DOCUMENT 0 173 7A STORMWATER POLLUTION PREVENTION PLAN CONTRACTOR/SUBCONTRACTOR CERTIFICATION NAME OF PROJECT: IOWA RIVER TRAIL — NAPOLEON TO TRUEFolL E D Certification Statement 2011 APR _ ! PM 4: 5 1 I certify under penalty of law that I understand the terms and conditions of the General Mvlrt . nt Discharge Elimination System ( NPDES) permit that authorizes the storm water d1scl1GV a 4 �� with industrial activity from the construction site as part of this certification. Further, by my signature, 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 the NPDES permit. DESCRIPTION OF CONSTRUCTION ACTIVITY PERFORMED BY THE FOLLOWING CONTRACTOR/SUBCONTRACTOR NAME COMPANY NAME COMPANY ADDRESS SIGNATURE TITLE TELEPHONE NO. DATE KEEP A COPY OF THIS SIGNED CERTIFICATION WITH THE STORMWATER POLLUTION PREVENTION PLAN ON THE JOB SITE. SUBMIT A COPY TO THE OWNER'S REPRESENTATIVE. 110296 -0 01737A -1 DOCUMENT 01737B STORMWATER POLLUTION PREVENTION PLAN INSPECTION REPORT NAME OF PROJECT Iowa River Trail – Napoleon to Trueblood 1-11 M FILCD NAME OF INSPECTOR TITLE DATE OF INSPECTION ZU 11 APR -I PSI 4: 51 CITY CLERK CURRENT WEATHER CONDITIONS IM-71 i CITY lOkAIA WEEKLY INSPECTION Yes / No SWPPP REVIEWED AND UPDATED SINCE LAST INSPECTION Yes / No INSPECTION AFTER PRECIPITATION Yes / No AMOUNT OF PRECIPITATION DURATION OF STORM EVENT Erosion /Sedimentation Observed Control Measure Change in Control Clean -up Required? hpe Required? ❑ Ditch Checks Yes / No Yes / No ❑ Silt Fence Yes / No Yes / No ❑ Compost Filter Tube Yes / No Yes / No ❑ Stabilized Construction Entrance Yes / No Yes / No ❑ Temporary Seeding Yes / No Yes / No ❑ Mulching/Compost Yes / No Yes / No ❑ Permanent Seeding/Sodding Yes / No Yes / No ❑ Erosion Control Blanket Yes / No Yes / No ❑ Dewatering Filtration Yes / No Yes / No ❑ Intake Protection Bag/Filter Sack Yes / No Yes / No ❑ Concrete, Paint and Grout Washout Area Yes / No Yes / No ❑ Sedimentation Basin Yes / No Yes / No ❑ Curb Inlet Filter Yes / No Yes / No ❑ Transition Mat Yes / No Yes / No ❑ Clean -up of Roadways/Parking Lots/ Yes / No Yes / No Driveways 110296 -0 0173713-1 DOCUMENT Ol 737B STORMWATER POLLUTION PREVENTION PLAN INSPECTION REPORT Observations of Discharge Locations FILED 2011 APR -I PM 4: 51 CITY CLERK IOWA C! i .ion Observations of Erosion /Sedimentation Control Measures Is uncontained sediment leaving the site? If yes, describe where and what changes will be made to erosion /sedimentation control devices. Recommended Revisions to the SWPPP 110296 -0 0173713-2 DOCUMENT 0 173 7B STORMWATER POLLUTION PREVENTION PLAN INSPECTION REPORT Inspection Report Certification Statement FILED I certify under penalty of law that this document all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnet�rgk � hered and evaluated the information submitted. Based on my inquiry of the person or persons w 10 m nabe system, or those persons directly responsible for gathering the information, the infonnat t rb V to the best of my knowledge and belief, true, accurate, and complete. I am aware thaf(�i t penalties for submitting false information, including the possibility of fine and imprisonment for kfi violations. Inspector's Signature Date KEEP A COPY OF THIS CERTIFIED REPORT WITH THE STORMWATER POLLUTION PREVENTION PLAN ON THE JOB SITE. SUBMIT A COPY TO THE OWNER'S REPRESENTATIVE. 110296 -0 0173713-3 SECTION 01737C STORMWATER POLLUTION PREVENTION PLAN TABLE OF CONTRACTOR/SUBCONTRACTORS IMPLEMENTING EROSION /SEDIMENTATION CONTROL rASURES lLED NAME OF PROJECT: IOWA RIVER TRAIL — NAPOLEON TO TRUEBLOOD 2011 APR - I Pty 4: 51 On the following chart indicate the name of each Contractor or Subcontractor x(Iff"i1ftfftent erosion /sedimentation control measures and which measure they will impleQWA CITY, I01VA Name of Contractor /Subcontractor Erosion /Sedimentation Control Measure KEEP A COPY OF THIS TABLE WITH THE STORMWATER POLLUTION PREVENTION PLAN ON THE JOB SITE. SUBMIT A COPY TO THE OWNER'S REPRESENTATIVE. 110296 -0 01737C -1 SECTION 017371) IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT NO. 2 "STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES" FILED Effective Date - October I, 2007 to October 1, 2012 2011 APR _ I {gym G: 5 CITY CLERIK I0 M4 CITY, I 01,YA 110296 -0 01737D -1 FILED IOWA DEPARTMENT OF NATURAL RESOUR �PR _ I PM 4.5 I CITY CLEP%K I01VVA CITY loo ,VA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT NO.2 EFFECTIVE DATES OCTOBER 1, 2007 THROUGH OCTOBER 1, 2012 FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES 502 EAST 9th STREET DES MOINES, IOWA 50319 515 -281 -7017 FAX 515 -281 -8895 www.iowadnr.gov /water /stormwater /index.htm] NPDES GENERAL PERMIT NO. 2 FILED TABLE OF CONTENTS 2011 APP - I PM 4: 51 PART I. COVERAGE UNDER THIS PERMIT ................................................. .....CI.I Y CL.E-R.g(...... 1�? 1 A CITY, IN A. PERMIT AREA .................................................... ............................... ............................ 1 B. ELIGIBILITY .......................................................................................................... ............................... 1 C. REQUIRING AN INDIVIDUAL PERMIT .................................................................. ............................... 1 D. AUTHORIZATION .................................................................................................. ............................... 2 PART II. NOTICE OF INTENT (NOI) REQUIREMENTS .................................. ............................... 2 A. DEADLINES FOR FILING A NOTICE OF INTENT ................................................... ............................... 2 B. FAILURE TO NOTIFY ............................................................................................. ............................... 2 C. CONTENTS OF THE NOTICE OF INTENT .............................................................. ............................... 2 D. WHERE TO SUBMIT .............................................................................................. ............................... 3 E. RENOTIFICATION .................................................................................................. ............................... 3 F. TRANSFER OF COVERAGE UNDER THIS PERMIT ................................................ ............................... 4 G. NOTICE OF DISCONTINUATION ........................................................................... ............................... 4 PART III. SPECIAL CONDITIONS, MANAGEMENT PRACTICES, AND OTHER NON - NUMERICLIMITATIONS ........................................................................................ ............................... 4 A. PROHIBITION ON NON -STORM WATER DISCHARGES ....................................... ............................... 4 B. RELEASES IN EXCESS OF REPORTABLE QUANTITIES ........................................ ............................... 5 PART IV. STORM WATER POLLUTION PREVENTION PLANS ................... ............................... 5 A. DEADLINES FOR POLLUTION PREVENTION PLAN PREPARATION AND COMPLIANCE .................... 5 B. SIGNATURE AND PLAN REVIEW ........................................................................... ............................... 5 C. KEEPING PLANS CURRENT .................................................................................. ............................... 5 D. CONTENTS OF THE POLLUTION PREVENTION PLAN .......................................... ............................... 6 PART V. RETENTION OF RECORDS .................................................................... ..............................9 PART VI. STANDARD PERMIT CONDITIONS ................................................... .............................10 A. DUTY TO COMPLY .............................................................................................. ............................... 10 B. CONTINUATION OF THE EXPIRED GENERAL PERMIT ........................................ .............................10 C. NEED TO HALT OR REDUCE ACTIVITY NOT A DEFENSE ................................. ............................... 10 i D. DUTY TO MITI GATE ....................................................... ............................... E. DUTY TO PROVIDE INFORMATION ................................................................... ............................... 10 10 F. OTHER INFORMATION ......................................... ............................... 7 r St. 10 G. SIGNATORY REQUIREMENTS ............................................................................. ............................... 10 CITY CLERK H. CERTIFICATION ............................................................ ............................. ©A CITE`, i.�..... 11 I. OIL AND HAZARDOUS SUBSTANCE LIABILITY ..................................................... .............................11 J. PROPERTY RIGHTS .............................................................................................. ............................... 11 K. SEVERABILITY .................................................................................................... ............................... 11 L. TRANSFERS ........................................................................................................... .............................11 M. PROPER OPERATION AND MAINTENANCE ......................................................... .............................11 N. INSPECTION AND ENTRY .................................................................................... ............................... 11 O. PERMIT ACTIONS ............................................................................................... ............................... 12 P. ENVIRONMENTAL LAWS .................................................................................... ............................... 12 PART VII. REOPENER CLAUSE ........................................................................... .............................12 PARTVIII. DEFINITIONS ....................................................................................... .............................12 111 IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERM No. 2 STORM WATER DISCHARGE ASSOCIATED WIT11 INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIVITIES EFFECTIVE DATE - OCTOBER 1, 2007 TO OCTOBER 1, 2012 FILED PART I. COVERAGE UNDER THIS PERMIT B. storm water discharges associated wlti industrial activity for con tion activities A. PERMIT AREA This permit covers all areas of which are covered by an rQUOrRid't4duRM 4: 5 the State of Iowa. NPDES permit or which are issue e mit in CLERK B. ELIGIBILITY accordance with Part I.C. of th'! 11if v r'I l CITY, IOWA Storm water discharges authorized by an 1. A. Except for discharges identified under existing individual NPDES permit will be Parts I.B.2. and I.13.3., this pen-nit may eligible to apply for coverage under this authorize the discharge of storm water general permit as the existing individual associated with industrial activity from permit expires; and construction sites, (those sites or common plans of development or sale that will result in the disturbance of one or more acres total land area), (hereafter referred to as storm water discharge associated with industrial activity for construction activities) occurring after the effective date of this permit (including discharges occurring after the effective date of this permit where the construction activity was initiated before the effective date of this permit), including storm water discharge associated with industrial activity from areas that are dedicated to producing earthen materials, such as soils, sand and gravel, for use at a single construction site. B. This permit may authorize storm water discharge from a construction site that is mixed with storm water discharge associated with industrial activity from sources other than construction activities provided that the storm water discharge from the industrial (non - construction) source is in compliance with the terms of a NPDES general permit, other than this general permit, or individual permit authorizing such discharge. In addition, the storm water other than from construction, shall be in compliance with Part IV.D.6. of this permit. 2. LIMITATIONS ON COVERAGE The following storm water discharges associated with industrial activity for construction activities are not authorized by this permit: A. storm water discharges that are mixed with sources of non -storm water other than discharges identified in Part III.A.2. of this permit; C. storm water discharges associated with industrial activity for construction activities that the Iowa Department of Natural Resources has determined to be or may reasonably be expected to be contributing to a violation of a water quality standard. 3. EXCLUSIONS The following "storm water discharges associated with industrial activity" from construction activities do not require a NPDES permit: discharges from agricultural and silvicultural activities including storm water runoff from orchards, cultivated crops, pastures, range lands, and forest lands, but not discharges from concentrated animal feeding operations as defined in 40 CFR 122.23, concentrated aquatic production facilities as defined in 40 CFR 122.24, discharges to aquaculture projects as defined in 40 CFR 122.25, and discharges from silvicultural point sources as defined in 40 CFR 122.27. C. REQUIRING AN INDIVIDUAL PERMIT 1. The Department may require any person authorized by this permit to apply for and obtain an individual NPDES permit. The Department may require any owner or operator authorized to discharge under this permit to apply for an individual NPDES permit only if the owner or operator has been notified in writing that a permit application is required. This notice shall include a brief statement of the reasons for this decision, an application form, a statement setting a deadline for the owner or operator to file the application, and a statement that on the effective date of the individual NPDES 2. 3. 10 1. IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERINIIT No. 2 STORM WATER DISCHARGE ASSOCIATED w1'rlI INDUSTRIAL AC'rIVITY FOR CONSTRUCTION Ac'rlVrnu -s EFFECTIVE DATE - OCTOBER i, 2007 To ocTORER I, 2012 permit, coverage under this general permit shall automatically terminate. If an owner or operator fails to submit an individual NPDES permit application required by the Department under this paragraph, coverage of this general permit automatically is terminated at the end of the day specified for submittal of the individual NPDES application. Any person authorized to discharge under this permit may apply for an individual NPDES permit. In such cases, the discharger shall submit the following in accordance with the requirements of subrule (567) -- 64.3(4) in the Iowa Administrative Code: A. an individual application, using DNR Form 1 and EPA Form 2F, and, B. all applicable fees identified in rule (567)- -64.16 in the Iowa Administrative Code. When an individual NPDES permit is issued to a discharger covered under this general permit, the applicability of this general permit to the individual NPDES permittee is automatically terminated on the effective date of the individual NPDES permit. When an individual NPDES permit is denied to a discharger otherwise subject to this permit, the applicability of this permit to the individual NPDES permittee is automatically terminated on the date of such denial, unless otherwise specified by the Department. AUTHORIZATION A discharger must submit a Notice of Intent (NOI) in accordance with the requirements of Part II of this permit in order for storm water discharge associated with industrial activity for construction activities pursuant to Part I.B. of this permit to be authorized to discharge under this general permit. Unless notified by the Department to the contrary, dischargers who submit a Notice of Intent (NOI) in accordance with the requirements of Part II of this permit are authorized to discharge storm water associated with industrial " aci �0V construction activities under the terms and conditions of this per101 �ARRe —+e Me 4; 5 1 completed Notice of Intent was received by the Department or the date C4TsYu9iL1EWK1 scheduled to begin as provQ ,JA 6*f -iy,4F0 JA 1415 (Notice of Intent) whichever is later. Upon review of the Notice of Intent, the Department may deny coverage under this permit and require submittal of an application for an individual NPDES permit. PART II. NOTICE OF INTENT (NOI) REQUIREMENTS A. DEADLINES FOR FILING A NOTICE OF INTENT 1. Except as provided in Parts II.A.2. and II.A.3. of this permit, Individuals who intend to obtain coverage for an existing storm water discharge associated with industrial activity for construction activities which expired on or after October 1, 2007, shall submit a complete Notice of Intent (NOI) in accordance with the requirements of Part II.C. on or before April 1, 2008. 2. For storm water discharge associated with industrial activity for construction activities where construction begins after October 1, 1992, construction activities shall not commence until an authorization has been issued for the project by the Department. B. FAILURE TO NOTIFY Dischargers who fail to notify the Department of their intent to be covered, and discharge pollutants to water of the United States within Iowa, without an NPDES permit, are in violation of the Clean Water Act and the Code of Iowa. C. CONTENTS OF THE NOTICE OF INTENT A complete Notice of Intent shall include the items described in Parts II.C.I., II.C.2., and II.C.3. of this permit. 1. A completed Notice of Intent (NOI) form, DNR Form 542 -1415, signed in accordance with Part VI.G. of this permit. The IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT No. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION .ACTIVITIES information ou the form shall include the following: A. Name, address, and location of the construction site for which this notification is submitted. The location should be provided as the 1/4 section, township, range, and the county in which the storm water discharge is located. B. The owner's name, address, telephone number, and status (federal, state, private, public or other entity). C. The name, address and telephone number of any operator (contractor) that has been identified as having a role in the storm water pollution prevention plan for the site required under Part IV.D.7. of this permit. Contractors (operators) identified after the submittal of the completed Notice of Intent shall be identified in the pollution prevention plan. 2. D. The type of discharge (new or existing as related to October 1, 1992); whether or not the discharge is to a municipal separate storm sewer system; the date the discharge is to 3. commence; the permit status of the discharge; and, the name of the receiving waters. E. An indication if any existing quantitative data is available describing the concentration of pollutants in storm water discharges and a summary of available existing data. (Existing data should not be included as part of the NOI, it should retained as part of the Pollution Prevention Plan). F. A brief description of the project; an estimated timetable for major activities; and, an estimate of the number of acres of the site on which soil will be disturbed. G. A certification that compliance with G.(1). through G.(4). are met: G.(1). the pollution prevention plan has been developed before this Notice of Intent is submitted to the Department; EFFECTIVE DATE - OCTOBER 1, 2007 TO OCTOBER 1, 2012 'FILED G.(2). the pollution prevention plan vv l be implemented on Octol1, ,1 �2 for any • 5 existing storm water disc I a is %q w industrial activity for construcViaiecCURK ' ities. For a storm water discharge � +�industrial activity for const Q1vYiA VVA that commence after October 1, 1992, the pollution prevention plan shall be implemented with the start of construction activities; G.(3). this Notice of Intent will be included and incorporated into the pollution prevention plan and will be updated as required; and, G.(4). the storm water pollution prevention plan provides compliance with section 467A.64 of the Code of Iowa and local sediment and erosion plans and are consistent with the requirements of Part IV of this general permit. APPLICABLE FEES The applicable fees specified in Iowa Administrative Code 567 -- 64.16(455B). PUBLIC NOTIFICATION A demonstration that the public notice specified in Iowa Administrative Code 567 -- 64.6(1) "c "(2) was published at least one day, in at least two newspapers with the largest circulation in the area in which the facility is located or the activity will occur. D. WHERE TO SUBMIT Facilities which discharge storm water associated with industrial activity for construction activities must submit items described in Parts II.C.1., 2., and 3. of this permit to the Department at the following address: Storm Water Coordinator Iowa Department of Natural Resources 502 E. 9th St. Des Moines, IA 50319 -0034 E. RENOTIFICATION Prior to the expiration of an authorization issued under this general permit, the permittee is required to resubmit a Notice of Intent (no additional public notices are required) with the Department for IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT No. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIVI "I IFS EFFFCTIVE DATE - OCTOBER I, 2007 ,ro OCTOBER I, 2012 coverage under the new general permit. If a FILED new general permit has not been reissued prior A. the name of the owner /operator to which to the expiration of the current permit, the the permit was issued; 1011 APR — I PM 4; 5 1 provisions and coverage of the current permit are extended until replaced by the adoption of B. the general permit nur4+T YnCIvERK a new general permit. authorization number; IOWA CITY, 101A F. TRANSFER OF COVERAGE UNDER THIS PERMIT For storm water discharge associated with industrial activity for construction activities where the ownership changes, the Department must be notified of the title transfer within 30 days. If a storm water discharge associated with industrial activity for construction activities is covered by this general permit, the new owner(s) shall be subject to all terms and conditions of this general permit. A copy of the notice of transfer that was sent to the Department shall be included in the pollution prevention plan. For construction activity which is part of a larger common plan of development such as a housing or commercial development project, if a permittee transfers ownership of all or any part of property subject to this permit, both the permittee and transferee shall be responsible for compliance with the provisions of this permit for that portion of the project which has been transferred including when the transferred property is less than one acre in area. If the new owner(s) agree in writing to be solely responsible for compliance with the provisions of this permit for the property which has been transferred, then the existing permittee(s) shall be relieved of responsibility for compliance with this permit for the transferred property, from and after the date the Department receives written notice of transfer of responsibility. A copy of the notice of transfer of responsibility shall be included in the pollution prevention plan. G. NOTICE OF DISCONTINUATION 1. Within 30 days after final stabilization at a construction site (as defined in Part VIII of this permit), the operator or owner of the facility shall submit a Notice of Discontinuation to the Department. 2. The Notice of Discontinuation shall include the following information: 4 C. the date the construction site reached final stabilization; and, D. the following certification signed in accordance with Part VI.G. of this permit: "I certify under penalty of law that disturbed soils at the identified facility have been finally stabilized and temporary erosion and sediment control measures have been removed or will be removed at an appropriate time. I understand that by submitting this Notice of Discontinuation, that I am no longer authorized to discharge storm water associated with industrial activity for construction activities by Iowa Department of Natural Resources General NPDES Permit No. 2. and that discharging pollutants from storm water associated with industrial activity to waters of the United States is unlawful under the Clean Water Act where the discharge is not authorized by a NPDES permit." PART III. SPECIAL CONDITIONS, MANAGEMENT PRACTICES, AND OTHER NON - NUMERIC LIMITATIONS A. PROHIBITION ON NON -STORM WATER DISCHARGES 1. All discharges authorized by this permit shall be composed entirely of storm water except for non -storm discharges listed in Part III.A.2. 2. Discharges from fire fighting activities; fire hydrant flushings; waters used to wash vehicles in accordance with Part IV.D.2.C.(2).; potable water sources including waterline flushings; irrigation drainage; routine external building washdown which does not use detergents; pavement washwaters where spills or leaks of toxic or hazardous materials have not occurred (unless all spilled material has been removed) and where IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT NO. 2 STORM WATER DISCTIARGE ASSOCIATED WITH INDUSTRIALACTIVITV FOR CONS "rRUCTION AC-rIVriws detergents are not used; air conditioning condensate; springs; and foundation or footing-, drains where flows are not contaminated with process materials such as solvents; may be authorized by this permit provided the non - storm water component of the discharge is in compliance with Part IV.D.5. of this permit. B. RELEASES IN EXCESS OF REPORTABLE QUANTITIES Any owner or operator identified in the pollution prevention plan is subject to the spill notification requirements as specified in 45513.386 of the Iowa Code. Iowa law requires that as soon as possible but not more than six hours after the onset of a "hazardous condition" the Department and local sheriffs office or the office of the sheriff of the affected county be notified. The storm water pollution prevention plan described in Part IV of this permit must be modified within 5 calendar days of knowledge of the release to provide a description of the release and the circumstances leading to the release and to identify and provide for the implementation of steps to prevent the reoccurrence of such releases and to respond to such releases. PART IV. STORM WATER POLLUTION PREVENTION PLANS A storm water pollution prevention plan shall be developed for each construction site covered by this permit. Storm water pollution prevention plans shall be prepared in accordance with good engineering practices. The plan shall identify potential sources of pollution which may reasonably be expected to affect the quality of the storm water discharge from the construction activities. In addition, the plan shall describe and ensure the implementation of practices which will be used to reduce the pollutants in storm water discharge associated with industrial activity for construction activities at the construction site and to assure compliance with the terms and conditions of this permit. Facilities must implement the provisions of the storm water pollution prevention plan required under this part as a condition of this permit. EFFECTIVE DATE - OCTOBER 1, 2007 TO OCTOBER 1, 2012 A. DEADLINES FOR POLLUTIOFLE(o P LAN PREPARATION AND COMPLIANCE 011 APR - I PAS 4: 51 I. POLLUTION PREVENTION PLAN PREPARATION DEADLINE MY milm, K prevention plan shall be WWAie effpyp 00A the submittal of an NOI to the Department to be covered under this permit and shall be updated as appropriate. 2. POLLUTION PREVENTION PLAN COMPLIANCE DEADLINE The pollution prevention plan shall provide for compliance with the terms and schedule of the plan prior to the initiation of construction activities. B. SIGNATURE AND PLAN REVIEW 1. The plan shall be signed in accordance with Part VI.G., and be retained at the construction site from the date construction activities begin to the date of final stabilization. 2. The permittee shall make plans available to the Department upon request, or in the case of a storm water discharge associated with industrial activity for construction activities which discharge through a large or medium municipal separate storm sewer system with an NPDES permit, to the municipal operator of the system. 3. The Department may notify the permittee at any time that the plan does not meet one or more of the minimum requirements of this Part. After such notification from the Department, the permittee shall make changes to the plan and shall submit to the Department a written certification that the requested changes have been made. Unless otherwise provided by the Department, the permittee shall have 7 days after such notification to make the necessary changes. 4. All storm water pollution prevention plans received by the Department from the permittee are considered reports that shall be available to the public under Section 308(b) of the CWA and Chapter 22 of the Code of Iowa. However, the permittee may claim any portion of a storm water pollution plan as confidential in accordance with Chapter 22 of IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT No. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTI\ 'rTY FOR CONSTRUCTION ACTIVITIES EFFECTIVE DATE - OCTOBER 1, 2007 TO OCTOBER I, 2012 the Code of Iowa and Iowa Administrative Code (561) - -2.5. C. KEEPING PLANS CURRENT The permittee shall amend the plan whenever there is a change in design, construction, operation, or maintenance, which has a significant effect on the potential for the discharge of pollutants to the waters of the United States and which has not been addressed in the plan or if the storm water pollution prevention plan proves to be ineffective in eliminating or significantly minimizing pollutants from sources identified in Part IV.D.2. of this permit, or in otherwise achieving the general objectives of controlling pollutants in storm water discharge associated with industrial activity for construction activities. In addition, the pollution prevention plan shall be updated to: include contractors identified after the submittal of the Notice of Intent as Co- permittees, described in Part IV.D.7. of this permit; identify any change in ownership or transference of the permit and permit responsibilities; or, if required, by the occurrence of a hazardous condition (as defined in Part VIII of this permit). Amendments to the plan may be reviewed by the Department of Natural Resources in the same manner as Part IV.13.2. D. CONTENTS OF THE POLLUTION PREVENTION PLAN. The storm water pollution prevention plan shall include the following items: 1. SITE DESCRIPTION Each plan shall provide a description of the following: A. a description of the nature of the construction activity; B. estimates of the total area of the site and the area of the site that is expected to be disturbed by excavation, grading, or other activities; C. an estimate of the runoff coefficient of the site after construction activities are completed and existing data describing the soil or the quality of any discharge from the site; 6 D. a site map indicating drainag' e ALE D and approximate slopes anticipated after major grading activities,ZW4,APrfL Isoi disturbance, the location of structural an� 51 nonstructural controls identified Why t nEP the location of areas wheI1(0 WAT4T�yn 10 WA practices are expected to occur, surface waters A (including wetlands), and locations where storm water is discharged to a surface water; and E. the name of the receiving water(s) and the ultimate receiving water(s). 2. CONTROLS Each plan shall include a description of controls that will be implemented at the construction site. The plan will clearly describe the intended sequence of major activities and for each activity, the appropriate control measures and the timing during the construction process that the measures will be implemented. (For example, perimeter controls for one portion of the site will be installed after the clearing and grubbing necessary for installation of the measure, but before the clearing and grubbing for the remaining portions of the site. Perimeter controls will be actively maintained until final stabilization of those portions of the site upward of the perimeter control. Temporary perimeter controls will be removed after final stabilization). The description of controls shall address the following minimum components: A. EROSION AND SEDIMENT CONTROLS A.(1). STABILIZATION PRACTICES A description of temporary and permanent stabilization practices, including site - specific scheduling of the implementation of the practices. Site plans should ensure that existing vegetation is preserved where attainable and that disturbed areas are stabilized. Stabilization practices may include: temporary seeding, permanent seeding, mulching, geotextiles, sod stabilization, vegetative buffer strips, protection of trees, preservation of mature vegetation, and other appropriate measures. Except as precluded by snow cover, stabilization measures shall be initiated on all disturbed areas as soon as practical but in no IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT No. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL A&OATY FOR CONSTRUCTION ACTT VITIES EFFECTIVE DATE - OCTOBER. 1, 2007 TO OCTOBER 1, 2012 case where construction activity will not occur for a period of 21 or more calendar days later than the 14th day after no construction activity has occurred on such area. Where the initiation of stabilization measures by the 14th day after no construction activity occurs is precluded by snow cover, then stabilization measures shall be initiated as soon as practicable thereafter. A.(2). STRUCTURAL PRACTICES A description of structural practices to the degree attainable, to divert flows from exposed soils, store flows or otherwise limit runoff from exposed areas of the site. Such practices may include silt fences, earth dikes, brush barriers, drainage swales, sediment traps, check dams, subsurface drains, pipe slope drains, level spreaders, storm drain inlet protection, rock outlet protection, reinforced soil retaining systems, gabions, and temporary or permanent sediment basins. Structural practices should be placed on upland soils to the degree attainable. The installation of these devices may be subject to Section 404 of the CWA. A.(2).(a). For common drainage locations that serve an area with more than 10 disturbed acres at one time, a temporary (or permanent) sediment basin providing 3,600 cubic feet of storage per acre drained shall be provided where attainable until final stabilization of the site has been achieved. The 3,600 cubic feet of storage area per acre drained does not apply to flows from offsite areas and flows from onsite areas that are either undisturbed or have undergone final stabilization where such flows are diverted around the sediment basin. For drainage locations which serve more than 10 disturbed acres at one time and where a temporary sediment basin providing 3,600 cubic feet of storage per acre drained is not attainable, sediment traps, silt fences, or equivalent sediment controls are required for all sideslope and downslope boundaries of the construction area. A.(2).(b). For drainage locations serving 10 acres or less, sediment traps, silt fences or equivalent sediment controls are required for all sideslope and downslope boundaries of the 7 construction area or 1as eQ basin providing stor jj for 3,600 cubic feet of storage per acrF�i — I PM 4:51 B. STORM W " T NT A description of m JIT�>�11 °�i taped during construction to control pollutants in storm water discharges that will occur after construction operations have been completed. The installation of these devices may be subject to Section 404 of the CWA. This permit only addresses the installation of storm water management measures, and not the ultimate operation and maintenance of such structures after the construction activities have been completed and the site has undergone final stabilization. Permittees are only responsible for the installation and maintenance of storm water management measures prior to final stabilization of the site, and are not responsible for maintenance after storm water discharges associated with industrial activity have been eliminated from the site. B.(1). Such practices may include: storm water detention structures (including wet ponds); storm water retention structures; flow attenuation by use of open vegetated swales and natural depressions; and infiltration of runoff onsite; and sequential systems (which combine several practices). A goal of 80 percent removal of total suspended solids from those flows which exceed predevelopment levels should be used in designing and installing storm water management controls (where practicable). Where this goal is not met, the permittee shall provide justification for rejecting each practice based on site conditions. B.(2). Velocity dissipation devices shall be placed at discharge locations and along the length of any outfall channel as necessary to provide a non - erosive velocity flow from the structure to a water course so that the natural physical and biological characteristics and functions are maintained and protected (e.g. maintenance of hydrologic conditions, present prior to the initiation of construction activities). IONS A DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT No. 2 STORM WATER DISCILARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIVITIES C. OTHER CONTROLS C.(1). WASTE DISPOSAL. All wastes composed of building materials must be removed from the site for disposal in permitted disposal facilities. No building material wastes or unused building materials shall be buried, dumped, or discharged at the site. C.(2). Off -site vehicle tracking of sediments shall be minimized. C.(3). The plan shall ensure and demonstrate compliance with applicable State or local waste disposal, sanitary sewer or septic system regulations. D. APPROVED STATE OR LOCAL PLANS Facilities which discharge storm water associated with industrial activity for construction activities must include in their storm water pollution prevention plan procedures and requirements specified in applicable sediment and erosion site plans or storm water management plans approved by State or local officials. Applicable requirements specified in sediment and erosion plans, site permits or storm water management plans approved by State or local officials that are applicable to protecting surface water resources are, upon submittal of an NOI to be authorized to discharge under this permit, incorporated by reference and are enforceable under this permit even if they are not specifically included in a storm water pollution prevention plan required under this permit. Operators of facilities seeking alternative permit requirements shall submit an individual permit application in accordance with Part I.C.2. of this permit along with a description of why requirements in approved State or local plans should not be applicable as a condition of an NPDES permit. 3. MAINTENANCE A description of procedures to maintain in good and effective operating conditions vegetation, erosion and sediment control measures and other protective measures identified in the site plan. EFFECTIVE DATE - OCTOBER 1, 2007 TO OCTOBER 1, 2012 4. INSPECTIONS Qualified personnel (ILGE by the discharger) shall inspect disturbed areas of the construction 204 ItApRla"$ n¢ZM 4; c,' been finally stabilized at least once every seven calendar days and withinGJ-JhYu0IdrRK the end of a storm that is 0.5 i40WAr MY, 10 WA A. Disturbed areas and areas used for storage of materials that are exposed to precipitation shall be inspected for evidence of, or the potential for, pollutants entering the drainage system. Erosion and sediment control measures identified in the plan shall be observed to ensure that they are operating correctly. Where discharge locations or points are accessible, they shall be inspected to ascertain whether erosion control measures are effective in preventing significant impacts to receiving waters. Locations where vehicles enter or exit the site shall be inspected for evidence of offsite sediment tracking. B. Based on the results of the inspection, the description of potential pollutant sources identified in the plan in accordance with paragraph IV.D.1. of this permit and pollution prevention measures identified in the plan in accordance with paragraph IV.D.2. of this permit shall be revised as appropriate as soon as practicable after such inspection. Such modifications shall provide for implementation of any changes to the plan within 7 calendar days following the inspection. C. A report summarizing the scope of the inspection, name(s) and qualifications of personnel making the inspection, the date(s) of the inspection, major observations relating to the implementation of the storm water pollution prevention plan, and actions taken in accordance with paragraph IV.D.4.B. of the permit shall be made and retained as part of the storm water pollution prevention plan for at least three years after final stabilization has been achieved and a Notice of Discontinuation has been submitted to the Department. The report shall be signed in accordance with Part VI.G. of this permit. 5. NON -STORM WATER DISCHARGES Except for flows from fire fighting activities, sources IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT No.2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIVITIES EFFECTIVE DATE - OCTOBER 1, 2007 TO OCTOBER 1, 2012 of non -storm water listed in Part III.A.2. of this permit that are combined with storm water discharges associated with industrial activity from construction activities must be identified in the plan. The plan shall identify and ensure the implementation of appropriate pollution prevention measures for the non - storm water component(s) of the discharge. 6. ADDITIONAL REQUIREMENTS FOR STORM WATER DISCHARGE FROM INDUSTRIAL ACTIVITIES OTHER THAN CONSTRUCTION, INCLUDING DEDICATED ASPHALT PLANTS, AND DEDICATED CEMENT PLANTS This permit may only authorize a storm water discharge associated with industrial activity from a construction site that is mixed with a storm water discharge from an industrial source other than construction, where: A. the industrial source other than construction is located on the same site as the construction activity; B. storm water discharges associated with industrial activity from the areas of the site where construction activities are occurring are in compliance with the terms of this permit; and, C. storm water discharges associated with industrial activity from the areas of the site where industrial activity other than construction are occurring (including storm water discharges from dedicated asphalt plants and dedicated cement plants) are in compliance with the terms and conditions, including applicable NOI or application requirements, of a different NPDES general permit or individual permit authorizing such discharges. 7. CONTRACTORS A. The storm water pollution prevention plan must clearly identify for each measure in the plan, the contractor(s) and/or subcontractor(s) that will implement the measure. All contractors and subcontractors identified in the plan must sign a copy of the certification statement in Part IV.D.7.B. of this permit in accordance with Part VI.G. of this permit. M Pit Upon signing the certification, the contractor ..� or sub - contractor is a co -per �wiith the owner and other co- permittee ARAR -0 P 4: Jr certifications must be included in to itorm water pollution prevention plan. �� (; Y CITY, CLERK A B. CERTIFICATION STATEMENT All contractors and subcontractors identified in a storm water pollution prevention plan in accordance with Part IV.D.7.A. of this permit shall sign a copy of the following certification statement before conducting any professional service at the site identified in the storm water pollution prevention plan: "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." The certification must include the name and title of the person providing the signature; the name, address and telephone number of the contracting firm; the address (or other identifying description) of the site; and the date the certification is made. PART V. RETENTION OF RECORDS A. The permittee shall retain copies of storm water pollution prevention plans and all reports required by this permit, and records of IONVA DF,PARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT No. 2 STORM WATER DISCHARGE:kssociArED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIVITIEs EFFECTIVE DATE - OCTOBER 1, 2007 TO OCTOBER 1, 2012 all data used to complete the Notice of Intent to be covered by this permit, for a period of at least three years from the date that the site is finally stabilized and a Notice of Discontinuation has been submitted to the B. Department. B. If there is a construction trailer, shed or other covered structure located on the property the permittee shall retain a copy of the storm water pollution prevention plan required by this permit at the construction site from the date of project initiation to the date of final stabilization. If there is no construction trailer, shed or other covered structure located on the property, the permittee shall retain a copy of the plan at a readily available alternative site approved by the Department and provide it for inspection upon request. If the plan is maintained at an off -site location such as a corporate office, it shall be provided for inspection no later than three hours after being requested. C. ADDRESSES All written correspondence to the Department should be sent to the following address: Storm Water Coordinator Iowa Department of Natural Resources 502 E. 9th St. Des Moines, IA 50319 -0034 PART VI. STANDARD PERMIT CONDITIONS A. DUTY TO COMPLY The permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation of the Code of Iowa and the Clean Water Act and is grounds for enforcement action; for termination of coverage under this general permit; or, for denial of a request for coverage under a reissued general permit. 2. TOXIC POLLUTANTS The permittee shall comply with effluent standards or prohibitions established under section 307(a) of the Clean Water Act (CWA) for toxic pollutants within the time provided in the regulations that H establish these standards or plohiliter ED if this permit has not yet been modified to incorporate the requireft. APR _ I PM 4: 51 CONTINUATION OF THE ExnkTW(kNE1M PERMIT This permit ex,00 - PMtcF0-k#VA 2012. An expired general permit continues In force until replaced by adoption of a new general permit. C. NEED TO HALT OR REDUCE ACTIVITY NOT A DEFENSE It shall not be a defense for a permittee in an enforcement action that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the conditions of this permit. D. DUTY TO MITIGATE The permittee shall take all reasonable steps to minimize or prevent any discharge in violation of this permit which has a reasonable likelihood of adversely affecting human health or the environment. E. DUTY TO PROVIDE INFORMATION The permittee shall furnish to the Department, within a reasonable time, any information which the Department may request to determine compliance with this permit. The permittee shall also furnish to the Department upon request copies of records required to be kept by this permit. F. OTHER INFORMATION When the permittee becomes aware that he or she failed to submit any relevant facts or submitted incorrect information in the Notice of Intent or in any other report to the Department, he or she shall promptly submit such facts or information. G. SIGNATORY REQUIREMENTS All Notices of Intent, storm water pollution prevention plans, reports, certifications or information either submitted to the Department or the operator of a large or medium municipal separate storm sewer system, or that this permit requires be maintained by the permittee, shall be signed in accordance with rule 567 -- 64.3(8) of the Iowa Administrative Code as follows: IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT No. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIVI "FIES EFFECTIVE DATE - OCTOBER 1, 2007 TO OCTOBER 1, 2012 64.3(8) Identity of signatories of operation permit applications. The person who signs the application for an operation permit shall be: a. Corporations. In the case of corporations, a principal executive officer of at least the level of vice - president. b. Partnerships. In the case off a partnership, a general partner. c. Sole proprietorships. In the case of a sole proprietorship, the proprietor. d. Public facilities. In the case of a municipal, state, or other public facility, by either the principal executive officer, or the ranking elected official. e. Storm water discharge associated with industrial activity from construction activity. In the case of a storm water discharge associated with industrial activity from construction as identified in 40 CFR 122.26(b)(14)(x), either the owner of the site or the general contractor. The person who signs NPDES reports shall be the same, except that in the case of a corporation or a public body, monitoring reports required under the terms of the permit may be submitted by the person who is responsible for the overall operation of the facility from which the discharge originated. H. CERTIFICATION Any person signing documents under paragraph VI.G. shall make the following certification: "I certify under penalty of law that this document and all attachments were prepared under my direction or 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" a e'I complete. I am aware that there are significant penalties 2#1 1sAmbitLitf I e4: 52 information, including the possibility of fine and imprisonment for knowin "I'�+ti ERK IOWA CITY, IOVIA I. OIL AND HAZARDOUS SUBSTANCE LIABILITY Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the permittee from any responsibilities, liabilities, or penalties to which the permittee is or may be subject under section 311 of the Clean Water Act. J. PROPERTY RIGHTS The issuance of this permit does not convey any property rights of any sort, nor any exclusive privileges, nor does it authorize any injury to private property nor any invasion of personal rights, nor any infringement of Federal, State or local laws or regulations. K. SEVERABILITY The provisions of this permit are severable, and if any provision of this permit, or the application of any provision of this permit to any circumstance, is held invalid, the application of such provision to other circumstances, and the remainder of this permit shall not be affected thereby. L. TRANSFERS This permit is not transferable to any person except after notice to the Department. The Department may require the discharger to apply for and obtain an individual NPDES permit as stated in Part I.C. M. PROPER OPERATION AND MAINTENANCE The permittee shall at all times properly operate and maintain all facilities and systems of treatment and control (and related appurtenances) which are installed or used by the permittee to achieve compliance with the conditions of this permit and with the requirements of storm water pollution prevention plans. Proper operation and maintenance also includes adequate laboratory controls and appropriate quality assurance procedures. Proper operation and maintenance requires the operation of backup or auxiliary facilities or similar systems, installed by a permittee only when necessary IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT No.2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIVITIES to achieve compliance with the conditions or this permit. N. INSPECTION AND ENTRY The penmittee shall allow the Department or an authorized representative of EPA, the State, or, in the case of a facility which discharges through a municipal separate storm sewer, an authorized representative of the municipal operator or the separate storm sewer receiving the discharge, upon the presentation of credentials and other documents as may be required by law, to: 1. Enter upon the permittee's premises where a regulated facility or activity is located or conducted or where records must be kept under the conditions of this permit; 2. Have access to and copy at reasonable times, any records that must be kept under the conditions of this permit; and, 3. Inspect at reasonable times any facilities or equipment (including monitoring and control equipment). O. PERMIT ACTIONS Coverage under this permit may be terminated for cause. The filing of a request by the permittee for a permit discontinuance, or a notification of planned changes or anticipated noncompliance does not stay any permit condition. EFFECTIVE DATE - OCTOBER I, 2007 TO OCTOBER 1, 2012 "Best Management Practices" ( "BMPs ") means schedules of acMtAPRrQhJbitip 4Qf52 practices, maintenance procedures, an other management practices to prevOI'j'Y Md he pollution of waters of the UniINATs°.�M, A include treatment requirements, operating procedures, and practices to control plant site runoff, spillage or leaks, sludge or waste disposal, or drainage from raw material storage. "CWA" or "Clean Water Act" means the Federal Water Pollution Control Act. "Dedicated portable asphalt plant" means a portable asphalt plant that is located on or contiguous to a construction site and that provides asphalt only to the construction site that the plant is located on or adjacent to. "Dedicated portable concrete plant" means a portable concrete plant that is located on or contiguous to a construction site and that provides concrete only to the construction site that the plant is located on or adjacent to. "Dedicated sand or gravel operation" means an operation that produces sand and/or gravel for a single construction project. "Department" means the Iowa Department of Natural Resources. "Final Stabilization" means that all soil P. ENVIRONMENTAL. LAWS No condition of this disturbing activities at the site have been completed, permit shall release the permittee from any and that a uniform perennial vegetative cover with a responsibility or requirements under other density of 70% for the area has been established or environmental statutes or regulations. equivalent stabilization measures have been employed. 1 Jl_I'A NUA I M 9 01110 049104',114 W110 0 If there is evidence indicating potential or realized impacts or water quality due to any storm water discharge associated with industrial activity for construction activities covered by this permit, the owner or operator of such discharge may be required to obtain individual permit in accordance with Part I.0 of this permit. PART VIII. DEFINITIONS A "Hazardous condition" means any situation involving the actual, imminent, or probable spillage, leakage, or release of a hazardous substance on to the land, into a water of the state, or into the atmosphere, which creates an immediate or potential danger to the public health or safety or to the environment. 45513.3842) 1991, Code of Iowa "Hazardous substance" means any substance or mixture of substances that presents a danger to the public health or safety and includes, but is not limited to, a substance that is toxic, corrosive, IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT No. 2 STORM WATER DISCHARGE ASSOCIATED W ITH INDUS "rR1AI, Ac n%'rrl, FOR CONSTRUCTION ACTIVITIES EFFECTIVE DATE- OCTOBER" I, 2007 TO OCTOBER 1, 2012 or flammable, or that is an irritant or that, in confinement, generates pressure through decomposition, heat, or other means. The following are examples of substances which, in sufficient quantity may be hazardous: acids; alkalis; explosives; fertilizers; heavy metals such as chromium, arsenic, mercury, lead and cadmium; industrial chemicals; paint thinners; paints; pesticides; petroleum products; poisons, radioactive materials; sludges; and organic solvents. "Hazardous substances" may include any hazardous waste identified or listed by the administrator of the United State Environmental Protection Agency under the Solid Waste Disposal Act as amended by the Resource Conservation and Recovery Act of 1976, or any toxic pollutant listed under section 307 of the federal Water Pollution Control Act as amended to January 1, 1977, or any hazardous substance designated under section 311 of the federal Water Pollution Control Act as amended to January 1, 1977, or any hazardous material designated by the secretary of transportation under the Hazardous Materials Transportation Act (49 CFR 172.101). 45513.3810) , 1991 Code of Iowa "Large and Medium Municipal Separate Storm Sewer System" means all municipal separate storm sewers that are either: (i.) located in an incorporated place with a population of 100,000 or more as determined by the latest Decennial Census by the Bureau of Census; or (ii.) located in the counties with unincorporated urbanized populations of 100,000 or more, except municipal separate storm sewers that are located in the incorporated places, townships or towns within such counties; or (iii.) owned or operated by a municipality other than those described in paragraph (i) or (ii) and that are designated by the Director as part of the large or medium municipal separate storm sewer system. "Municipality" means a city, town, borough, county, parish, district, association, or other public body created by or under State law. "NOI" means Notice of Intent to be covered by this permit (see Part II of this permit.) 13 "Runoff coefficient" means the fraction of total rainfall that will appea2atIthe- nveyance as runoff. U!! /jet I PM 4; 52 "Storm Wilier" means TX�+��trrL w, snow melt runoff, and surface ru d�c 11yag[0 NA "Storm water discharge associated with industrial activity" means the discharge from any conveyance which is used for collecting and conveying storm water and which is directly related to manufacturing, processing or raw materials storage areas at an industrial plant. The term does not include discharges from facilities or activities excluded from the NPDES program under 40 CFR part 122. For the categories of industries identified in paragraphs (i) through (x) of this definition, the term includes, but is not limited to, storm water discharges from industrial plant yards; immediate access roads and rail lines used or traveled by carriers of raw materials, manufactured products, waste material, or by- products used or created by the facility; material handling sites; refuse sites; sites used for the application or disposal of process waste waters (as defined at 40 CFR part 401); sites used for the storage and maintenance of material handling equipment; sites used for residual treatment, storage, or disposal; shipping and receiving areas; manufacturing buildings; storage areas (including tank farms) for raw materials, and intermediate and finished products; and areas where industrial activity has taken place in the past and significant materials remain and are exposed to storm water. For the categories of industries identified in paragraph (xi) of this definition, the term includes only storm water discharges from all the areas (except access roads and rail lines) that are listed in the previous sentence where material handling equipment or activities, raw materials, intermediate products, final products, waste materials, by- products, or industrial machinery are exposed to storm water. For the purposes of this paragraph, material handling activities include the storage, loading and unloading, transportation, or conveyance of any raw material, intermediate product, finished product, by- product, or waste product. The term excludes areas located on plant lands separate from the plant's industrial activities, such as office buildings and accompanying parking lots as long as the drainage from the excluded areas is not mixed with storm water drained from the above described IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT NO. 2 STORNI WATER DISCHARGE ASSOCIATFD WCPH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIVITIES EFFECTIVE DATE - OCTOBER I, 2007 TO OCTOBER 1, 2012 areas. Industrial facilities (including industrial facilities that are Federally, State, or municipally owned or operated that meet the description of the facilities listed in these paragraphs (i) -(xi) of the definition) include those facilities designated under 40 CFR 122.26(a)(1)(v). The following categories of facilities are considered to be engaging in "industrial activity" for purposes of this definition; (i) Facilities subject to storm water effluent limitations guidelines, new source performance standards, or toxic pollutant effluent standards under 40 CFR Subchapter N (except facilities with toxic pollutant effluent standards which are exempted under category (xi) of this definition); (ii) Facilities classified as Standard Industrial Classifications 24 (except 2434), 26 (except 265 and 267), 28 (except 283 and 285), 29, 311, 32 (except 323), 33, 3441, 373; (iii). Facilities classified as Standard Industrial Classifications 10 through 14 (mineral industry) including active or inactive mining operations (except for areas of coal mining operations no longer meeting the definition of a reclamation area under 40 CFR 434.11(1) because the performance bond issued to the facility by the appropriate SMCRA authority has been released, or except for areas of non -coal mining operations which have been released from applicable State or Federal reclamation requirements after December 17, 1990) and oil and gas exploration, production, processing, or treatment operations, or transmission facilities that discharge storm water contaminated by contact with or that has come into contact with, any overburden, raw material, intermediate products, finished products, byproducts or waste products located on the site of such operations; (inactive mining operations are mining sites that are not being actively mined, but which have an identifiable owner /operator; inactive mining sites do not include sites where mining claims are being maintained prior to disturbances associated with the extraction, beneficiation, or processing of mined materials, nor sites where minimal activities are undertaken for the sole purpose of maintaining a mining claim); (iv) Hazardous waste treatment, storage, or disposal facilities, including those that are operating under interim status or a permit under Subtitle C of RCRA; 14 FILED (v) Landfills, land application sites, and open dumps that receive or have reaf4eAW_illdu lI SZ wastes (waste that is received from any of the facilities described under this subsee fflyi%ue those that are subject to regulatio[ftArDPT - 11D�y�A of RCRA; (vi) facilities involved in the recycling of materials, including metal scrap yards, battery reclaimers, salvage yards, and automobile junkyards, including but limited to those classified as Standard Industrial Classification 5015 and 5093; (vii) Steam electric power generating facilities, including coal handling sites; (viii) Transportation facilities classified as Standard Industrial Classifications 40, 41, 42 (except 4221 - 4225), 43, 44, 45 and 5171 which have vehicle maintenance shops, equipment cleaning operations, or airport deicing operations. Only those portions of the facility that are either involved in vehicle maintenance (including vehicle rehabilitation, mechanical repairs, painting, fueling, and lubrication), equipment cleaning operations, airport deicing operations, or which are otherwise identified under paragraphs (i) -(vii) or (ix) -(xi) of this definition are associated with industrial activity; (ix) Treatment works treating domestic sewage or any other sewage sludge or wastewater treatment device or system, used in the storage treatment, recycling, and reclamation of municipal or domestic sewage, including land dedicated to the disposal of sewage sludge that are located within the confines of the facility, with a design flow of 1.0 mgd or more, or required to have an approved pretreatment program under 40 CFR 403. Not included are farm lands, domestic gardens or lands used for sludge management where sludge is beneficially reused and which are not physically located in the confines of the facility, or areas that are in compliance with 40 CFR 503; (x) Construction activity including clearing, grading and excavation activities except: operations that result in the disturbance of less than one acre of total land area which are not part of a larger common plan of development or sale; IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT No. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL AC "rIVITY FOR CONSTRUCTION ACTlvrrlES (xi) Facilities under Standard Industrial Classifications 20, 21, 22, 23, 2434, 25, 265, 267, 27, 283, 285, 30, 31 (except 311), 323, 34 (except 3441), 35, 36, 37 (except 373), 38, 39, 4221 -4225, (and which are not otherwise included within categories (ii) -(x)); "Storm water discharge associated with industrial activity for construction activities" means activities that fall under subparagraph (x) in the definition of storm water discharge associated with industrial activity. 15 EFFECTI V F. DATE - OCTOBER I, 2007 To OCTOBER 1, 2012 2011 APR -I PM 4: 52 CITY CLERK ICV-1A CITY. 1014A DOCUMENT 01737E STORMWATER POLLUTION PREVENTION PLAN OWNER CERTIFICATION NAME OF PROJECT: IOWA RIVER TRAIL — NAPOLEON TO TRUEBLK19E D Certification Statement 2011 APR — I PM 4: 52 I certify under penalty of law that this document and all attachments were prepared uWVi3MiERKn or supervision in accordance with a system designed to assure that qualified person nehQi'itYl'kQ jYtth6W' 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. ADDRESS/DESCRIPTION OF THE SITE NAME TITLE COMPANY NAME TELEPHONE NO. COMPANY ADDRESS SIGNATURE DATE 110296 -0 01737E -1 Division 02 'i L E D Existing Conditions CITY CLERK 1018A CITY. 9 C ,NA, Division 02 SECTION 02050 FILED DEMOLITIONS, REMOVALS AND ABANDONMENTS W I APR - I PM 4: 52 PART 1 - GENERAL 1.01 SUMMARY: CITY CLERK 10 WA CITY, l V ,11A A. Furnish labor, materials, tools and equipment to remove existing paved surfaces as indicated and specified. B. Furnish labor, materials, tools and equipment to remove existing storm sewer pipes, sanitary sewer pipes, intakes, and drainage structures as indicated and specified. 1.02 REFERENCES. A. IDOT Standard Specifications. 1.03 QUALITYASSURANCE: A. Disposal sites shall comply with all applicable Iowa Department of Natural Resources and United States Environmental Protection Agency regulations. B. Comply with all state and local ordinances pertaining to hauling and disposal of rubbish, broken concrete, asphalt, stone, bricks, castings, and other waste or debris resulting from work on the project. PART 2 - PRODUCTS 2.01 MATERIALS: A. Granular backfill material shall consist of Class A Crushed Stone, IDOT Standard Specification Section 4120.04 and Section 4109, Gradation No. 11. B. Explosives shall not be used for demolition. PART 3 - EXECUTION 3.01 TECHNIQUES: A. Except as amended in this document, the work in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 24. Structures. Section 2401. Removal of Existing Structures. Division 25. Miscellaneous Construction. Section 2510. Removal of Pavement. Section 2511. Removal and Construction of Sidewalks and Recreation Trails. 3.02 INSPECTION.- 110296 -0 02050 -1 A. Limits of demolition shall be per 3.04 of this section. The Engineer reserves the right to revise demolition limits if required by the nature of construction. 3.03 PROCEDURES. A. Utilities 7011 APR — I PM 4: 52 1. Notify all corporations, companies, individuals and sta � Mities lu owning pipelines, water lines, gas mains, buried and over 1 tti ci 4GIVAS, telephone, cable television, fiber optic, and other public or private utilities shown on the drawings or otherwise known or discovered to be in the project area. 2. When active utilities are encountered, promptly take necessary measures to support and protect said utilities and maintain them in service. If active utilities are damaged or interrupted as a result of work on the project, take appropriate measures to restore service immediately. Restoration of utility services under these circumstances shall be at the Contractor's expense. Active utilities shown on the drawings to be relocated, or which require relocation due to unforeseen circumstances or conditions, shall be relocated in accordance with instructions from the Engineer. Generally, the respective utility owners shall be responsible to perform relocation work for their facilities. The Contractor shall cooperate with these efforts in every reasonable way and shall not be entitled to additional compensation for delays resulting from such relocations. B. Site Protection Measures Refer to Traffic Control Sheets for details. Barricade and fence open excavations or depressions resulting from work during non - working hours and when not working in immediate area. Provide suitable warning devices adjacent to excavations and work areas. 3. Warning devices shall be kept operational during all non - working and non - active periods. C. Disposals No material or debris shall be buried within the project work area. All unsuitable material resulting from demolitions and removals shall be hauled to and disposed of at a Contractor - furnished site approved by the Engineer or to the landfill. The Contractor shall pay the current tipping fee at the landfill. 3.04 DEMOLITIONAND REMOVALS. A. Pavement and Sidewalk Removals Removal shall be to the limits noted on the plans or as directed by the Engineer. 2. Pavement removal shall include brick, P.C. Concrete, and A.C. Concrete pavements, driveways, alleys, parking lots, and sidewalks. Removal of chip seal or aggregate surfaces is not considered pavement removal. 110296 -0 02050 -2 Sawcuts shall be approved by the Engineer. 4. Removal operations shall conform to construction phasing noted on ie IlLnns r a directed by the Engineer. +� B. Sewer Abandonment and Removal APR Ply 4: 52 Removal shall be at the locations and to the limits noted on the *WAr� by the Engineer. A Backfill under and within 5 feet of paved surfaces shall be Class A crushed stone compacted to 95% Standard Proctor Density. The top 12 inches directly below paved surfaces shall be Class A crushed stone compacted to 98% Standard Proctor Density. Other excavations shall be backfilled with suitable excavated material, compacted to 90% Standard Proctor Density. 3. Sewers to be abandoned, but not removed, shall be filled with an approved non - shrink flowable mortar and bulkheaded at each end with concrete. 4. Select castings shall be delivered to the pollution control plant at 1000 S. Clinton Street or as directed by the Engineer. 11/00 shared\engineer \specs -ii \02050. doc 110296 -0 02050 -3 SECTION 02100 SITE PREPARATION PART 1 - GENERAL 1.01 SUMMARY.• 2011 APR - I PM 4: 52 CITY CLERK IOWA CITY, 1 01.,11A A. Furnish labor, material, tools and equipment to prepare site as indicated and specified. 1.02 REFERENCES. A. IDOT Standard Specifications. PART 2 - PRODUCTS None. PART 3 - EXECUTION 3.01 TECHNIQUES. A. Except as amended in this document, the work in this section will conform with the following divisions and sections of the ]DOT Standard Specifications: Division 21. Earthwork, Subgrades and Subbases. Section 2101. Clearing and Grubbing. Division 25. Miscellaneous Construction. Section 2519. Fence Construction. 3.02 EXISTING TREES, SHRUBS AND VEGETATION.- A. All trees, shrubs and vegetation shall remain and be protected from damage unless specifically noted as "REMOVE" or "CLEAR AND GRUB" on the plans or as directed by the Engineer. B. No construction materials and /or equipment are to be stored, piled, or parked within the trees' drip line. C. Contractor is responsible for damage outside the limits of construction, and for trees, shrubs and vegetation not designated for removal. The Contractor's liability for tree and shrub damage will be based on the appraised value, not replacement value, and shall include the cost of appraisal by a qualified arborist. 110296 -0 02100 -1 3.03 EXISTING STRUCTURES AND PROPERTY.• A. Remove existing signs and posts within the construction area as directed by t�►n �1- t1 All permanent traffic signs will be removed, stored, and replaced by the City of Iowa��•" / Contractor shall provide 48 hour minimum advance notice for sign re {�y l d for si n replacement. Permanent signs will be replaced prior to concrete pours. UU!! — I �M 4: 52 3.04 EXISTING FENCING: to � I Y CLERK A A. Only fencing designated by the Engineer shall be removed. B. Sections of fence removed for construction shall be replaced per the applicable bid item. If not addressed, replace with new materials. 3.05 EXISTING UTILITIES: A. Contact appropriate utility representative to verify the presence and location of buried utilities in the construction area. 3.06 EROSION CONTROL: A. Comply with Iowa City Code and the Stormwater Pollution Prevention Plan (SWPPP). 11/00 shared \engineer\specs -ii \02100. doc 110296 -0 02100 -2 SECTION 02220 EARTH EXCAVATION, BACKFILL9 FILL AND J69 2011 APR - I PM 4: 52 PART 1 - GENERAL CITY CLERK IMI /A CITY, ►CAA 1.01 SUMMARY.• A. Excavating, placing, stabilizing and compacting earth, including trench and rock excavation, addition of borrow and backfill, disposal of excavated material, and topsoil, strip, salvage and spread. 1.02 REFERENCES: A. Iowa DOT Standard Specifications. 1.03 QUALITYASSURANCE. A. Whenever a percentage of compaction is indicated or specified, use percent of maximum density at optimum moisture as determined by ASTM D698 -91, unless noted otherwise. B. Borrow sites and materials shall be approved by the Engineer prior to use. C. Subgrade compaction testing and materials testing shall be provided and paid for by the Owner. PART2- PRODUCTS 2.01 MATERIALS: A. Granular backfill material shall consist of Class A Crushed Stone, Iowa DOT Standard Specification Section 4120.04 and Section 4109, Gradation No. 11. PART 3 - EXECUTION 3.01 TECHNIQUES: A. Except as amended in this document, the work in this section will conform with the following divisions and sections of the Iowa DOT Standard Specifications: Division 21 Earthwork, Subgrades and Subbases All Sections Division 24 Structures Section 2402 — Excavation for Structures 3.02 TOPSOIL: A. Strip and stockpile topsoil from lawn, grass, and crop areas for surface restoration and landscaping work. Strip topsoil to a uniform depth to provide sufficient quantity of 110296 -0 02220 -1 material for placement of a minimum of 6 inches of topsoil for surface restoration and landscaping. Protect topsoil from mixture with other materials such as a1wregate d from erosion. Removal of topsoil from the site is not permitted. FILED 3.03 DRAINAGE AND DEWATERING. 2011 APR _ ( PM 4: 52 A. Provide and maintain ample means and devices (including spare u Wread for immediate use in case of breakdowns) to intercept and /or remove t ose properly of all water entering trenches and other excavations. Kee e. til sW until the structures, pipes, and appurtenances to be built therein have been completed to such extent that they will not be floated or otherwise damaged. B. Dispose of all pumped or drained water without undue interference to other work, or causing damage to pavements, other surfaces, or property. Provide suitable temporary pipes, flumes, or channels for water that may flow along or across the work site. C. Take all precautions necessary to prevent damage to the work by rain or by water entering the site, whether water entry be overland or by groundwater. 3.04 TRENCHEXCAVATION. A. General 1. Excavate trench by machinery to, or just below, designated subgrade when pipe is to be laid in granular bedding or concrete cradle, provided that material remaining at bottom of trench is only slightly disturbed. 2. Do not excavate lower part of trenches by machinery to subgrade when pipe is to be laid directly on bottom of trench. Remove last of material to be excavated by use of hand tools, just before placing pipe. Hand shape bell holes and form a flat or shaped bottom, true to grade, so that pipe will have a uniform and continuous bearing. Support on firm and undisturbed material between joints, except for limited areas where use of pipe slings have disturbed bottom. B. Protection Barricade and fence open excavations or depressions resulting from work during non - working hours and when not working in immediate area. C. Trench Width 1. Make pipe trenches as narrow as practicable and safe. Make every effort to keep sides of trenches firm and undisturbed until backfilling has been completed and consolidated. 2. Excavate trenches with vertical sides between elevation of center of pipe and elevation 1 foot above top of pipe. 3. Refer to plans for allowable trench widths within the pipe envelope for various types, sizes and classes of pipe. D. Trench Excavation in Fill 110296 -0 02220 -2 E. F G I . Place fill material to final grade or to a minimum height of 6 feet above top of pipe when pipe is to be laid in embankment or other recently -IL rake particular care to ensure maximum consolidation of material FIL i on. Excavate pipe trench as though in undisturbed material. 4: 52 Excavation Near Existing Structures 2011 APR — I Pfd CITY CLER 1. Discontinue digging by machinery when excavation approaMWAi an i or other underground structures. Continue excavation by use of hand tools. Excavate exploratory pits when location of pipe or other underground structure is necessary for doing work properly. Disposal of Unsuitable Soil The Contractor shall notify the Engineer and Iowa Department of Natural Resources (DNR) if soil contamination is found or suspected during excavation. 2. Soil disposal and remediation method shall be an option outlined in the Iowa DOT Construction Manual Section 10.22, and approved by the Iowa DNR and City. The Contractor is not to proceed with soil removal and remediation measures until instructed by the Engineer. Disposal site to be provided by the Contractor and approved by the Engineer and Iowa DNR. Contractor is responsible for completing and filing all necessary Federal, State and local government agency forms and applications. Care of Vegetation and Property Use excavating machinery and cranes of suitable type and operate with care to prevent injury to trees, particularly to overhanging branches and limbs and underground root systems. 2. All branch, limb, and root cuttings shall be avoided. When required, they shall be performed smoothly and neatly without splitting or crushing. Trim injured portions by use of a chainsaw or loppers for branches, or an ax when working with roots. Do not leave frayed, crushed, or torn edges on any roots 1" or larger in diameter or on any branches. Frayed edges shall be trimmed with a utility knife. Do not use tree paint or wound dressing. If conflicts with large roots and branches are anticipated, notify the Engineer. No construction materials and/or equipment are to be stored, piled, or parked within the trees' drip line. 4. Excavators and loaders used on brick surfaces shall be limited to those with rubberized tracks or rubber tires. Do not use or operate tractors, bulldozers, or other equipment on paved surfaces when treads or wheels can cut or damage such surfaces. 6. Restore all surfaces which have been damaged by the Contractor's operations to a 110296 -0 02220 -3 condition at least equal to that in which they were found before work commenced. Use suitable materials and methods for restoration. 7. Aerate all grassed and planter areas compacted by construction aclivi& E D 8. Utility lines, including drainage tiles, encountered shall AAARR in bn (ptf 4 � following ways: CITY CLERK a. Repair or otherwise reconnect the utility across treWl�' A191TX40 been backfilled, provided adequate drainage gradient is maintained, if applicable. b. Connect drainage tiles to nearest storm sewer. The Contractor shall document the location and elevation of any utility lines encountered. The Contractor shall notify the Engineer whenever a utility is encountered and submit the proposed method of restoring the utility for review and approval. All utility repairs shall be made prior to backfilling the trench. 3.05 ROCKEXCAVATION.• A. Rock excavation will be considered Class 12 Excavation as defined in Iowa DOT Standard Specification Section 2102.02. B. Explosives shall not be used for rock excavation. 3.06 BACKFILLING. A. General Do not place frozen materials in backfill or place backfill upon frozen material. Remove previously frozen material or treat as required before new backfill is placed. B. Backfilling Excavations Begin backfilling as soon as practicable and proceed until complete. 2. Material and Compaction a. Paved Areas: Under and within 5 feet of paved surfaces, including trails, sidewalks and driveways, subgrade shall be scarified and compacted to 95% Standard Proctor Density. b. All other areas: Backfill shall consist of suitable job excavated material placed in one foot lifts compacted to 90% Standard Proctor Density. C. Do not place stone or rock fragment larger than 2 inches within 2 feet of pipe nor larger than 12 inches in backfill. Do not drop large masses of backfill material into trench. 110296 -0 02220 -4 C. Backfilling Around Structures Do not place backfill against or on structures until they have aif st�ic�e t strength to support the loads, including construction loads, to w rich t y it 7be subjected. Avoid unequal soil pressure by depositing material evenly around Structure. 2011 APR —1 Phi 4: 52 2. Backfill shall consist of Class A crushed stone placed in one foot I"TCYI 95% Standard Proctor Density unless otherwise indicated or spMa C1,Vo A 3.07 UNAUTHORIZED EXCAVATION. A. When the bottom of any excavation is taken out beyond the limits indicated or specified, backfill, at Contractor's expense, with Class A crushed stone compacted to 95% Standard Proctor Density. 11 /00 shared \engineer \spec s -ii \02220. doc 110296 -0 02220 -5 SECTION 02370 FILED EROSION AND SEDIMENTATION CONTROL 201 APR - I Phi 4-- 52 PART 1 GENERAL CITY CLERK 1.1 DESCRIPTION 1 0 WA CITY, f O VVA A. Work Included: 1. This section encompasses the work necessary to install temporary stormwater pollution control measures which shall be required of the Contractor. This work shall consist of furnishing, installing, maintaining, and removing temporary control measures as needed to prevent the discharge of silty or polluted stormwater from the construction site, or as ordered by the Owner's Representative. The control of stormwater pollution through the use of erosion/sedimentation control devices shall be in accordance with these specifications. Seeding, Fertilizing, and Mulching. B. Stormwater Detention Basins 1. Conflict with federal, state or local laws, rules or regulations. a. In the event of conflict between these requirements and pollution control laws, rules, or regulations of federal, state or local agencies, the more restrictive laws, rules or regulations shall apply. C. Method of Measurement and Basis of Payment 1. Refer to Section 01025. l.2 SUBMITTALS A. Submit manufacturer's catalog data and installation instructions for all applicable erosion/sedimentation control products. B. Certification and Sampling: The Owner's Representative reserves the right to sample and test any material offered for use. Acceptance will be based on the certification and the results of any tests the Owner's Representative may perform. PART 2 PRODUCTS 2.1 MATERIALS A. Stabilization Controls Shall be in accordance with Section 4169 of the Iowa DOT Standard Specifications and the Iowa Construction Site Erosion Control Manual. Disturbed areas of the construction site that will not be redisturbed for 21 days or more must initiate temporary and permanent stabilization measures by the 10 day after the last disturbance, except as precluded by snow cover. In the event of snow cover, stabilization measures must be initiated as soon as 110296 -0 02370 -1 practical thereafter. The following stabilization controls will'bdused on the site. a. Temporary Seeding. 1) Perennial ryegrass, 40 lbs per acre (1 lb per 1,000 sq1. 2) Oats, 48 lbs per acre (1.2 lbs per 1,000 sq ft). Plant March 1 to May 20. '2011 APR — I Phi 4: 52 3) Sudan grass, 35 lbs per acre (0.8 lbs per 1,000 sq ft). Plant May 21 to August 14. CITY CLERK 4) Winter rye, 64 lbs per acre (1.6 lbs per 100 sq 1414A ITY, 10IiVA August 15 to September 30. b. Mulching 1) Shall be material free from noxious weeds consisting of hay, grain straw, wood chips or bark, wood cellulose fiber, wood excelsior, and gravel or crushed rock. 2) Application rates: Shall be in accordance with Section 2.3 of the Iowa Construction Site Erosion Control Manual. a) Dry straw: Apply 1 -1/2 to 2 tons per acre; 70 pounds per 1,000 sq ft. Straw mulching can be applied either by machine or hand. The straw needs to be anchored to the soil. One method of anchorage is pressing the straw into the soil with a mulching tiller (a machine designed for this purpose), or applying a cutback asphalt tact at 1,200 per acre. Mulching applied at the correct rate will allow approximately 50% of the soil to be visible. b) Hay: Apply 2 tons per acre; 90 lbs per 1000 square feet. The remainder of application is the same as straw. C) Wood chips or bark: Apply 10 to 12 tons per acre. Application by machine or hand. Material decomposes slowly; it is good, long - lasting mulching. d) Wood cellulose fiber: Must be applied with a hydroseeder. Requires 1,000 to 1,200 lbs per acre. Mulching must be applied after the seed and fertilizer have been incorporated into the soil. e) Wood excelsior: Apply at a rate of 2 tons per acre. This material lasts longer than straw and is free of weeds. It can be applied by machine or hand. Like straw it should be incorporated into the soil. f) Crushed rock or gravel: Apply at rate of 40 cu yds per acre or 1.5 cu yds per 1000 sq ft. Size recommended is 3/4 to 1 inch. This will result in rock mulching being placed one rock thick and 50% of the soil should be visible. This is excellent mulching for short slopes or on areas that will be subject to light traffic. It may also be placed over black plastic to control weeds. 110296 -0 02370 -2 C. Permanent Seeding 1) The seed shall be purchased from an established e jeatr n or certified seed grower, shall meet the require. nt 1 Iowa Department of Agriculture regulations, and shall be labeled accordingly. 2011 APR — I PAS 4: 53 2) Seed mix: CITY CLERK IOWA CITY. I01NA a) Sunny locations: Pure Live Seed "Big Country Waterway Mix," Big Country Seed or approved equivalent. b) Shady locations: Pure Live Seed % by Weight Kentucky Bluegrass 25 Creeping Red Fescue 65 Perennial Ryegrass 10 Purity Germination 95 85 98 85 95 90 2. All stabilization controls shall be removed and disposed of as needed to accommodate final site restoration. B. Structural Controls 1. Practices used on the construction site to divert flows away from disturbed areas, to store flows, or to limit the discharge of pollutants from the site to the degree attainable. a. Compost Filter Tube: Shall be in accordance with the Urban Standard Specifications for Public Improvements Manual (SUDAS), Division 9 — Site Work and Landscaping, Section 9040 and meet all of the requirements of paragraph 2.1A1c of this Section. 1) Flow rates: AASHTO M 288 -96. 2) Strength: The strength of the material shall be sufficient to prevent tearing, ripping, or other significant damage throughout the intended period of use. 3) Biodegradability: The tube shall be made of natural materials that are biodegradable. Products shall begin to break down in approximately six months. 110296 -0 02370 -3 % by Weight Purity Germination Smooth Brome 20 98 88 Fawn Tall Fescue 20 98 95 Lonestar Annual Ryegrass 20 98 96 Bandito Tetra Int Ryegrass 20 98 96 Climax Timothy 20 98 95 "Big Country Waterway Mix," Big Country Seed or approved equivalent. b) Shady locations: Pure Live Seed % by Weight Kentucky Bluegrass 25 Creeping Red Fescue 65 Perennial Ryegrass 10 Purity Germination 95 85 98 85 95 90 2. All stabilization controls shall be removed and disposed of as needed to accommodate final site restoration. B. Structural Controls 1. Practices used on the construction site to divert flows away from disturbed areas, to store flows, or to limit the discharge of pollutants from the site to the degree attainable. a. Compost Filter Tube: Shall be in accordance with the Urban Standard Specifications for Public Improvements Manual (SUDAS), Division 9 — Site Work and Landscaping, Section 9040 and meet all of the requirements of paragraph 2.1A1c of this Section. 1) Flow rates: AASHTO M 288 -96. 2) Strength: The strength of the material shall be sufficient to prevent tearing, ripping, or other significant damage throughout the intended period of use. 3) Biodegradability: The tube shall be made of natural materials that are biodegradable. Products shall begin to break down in approximately six months. 110296 -0 02370 -3 b. Erosion Control Blanket (Turf Reinforcement Mat), 1) Erosion control blanket shall be North AmericaRL E D Double Net, model C125BN or approved equal.° % C. Stabilized Construction Entrance `2011 APR — I PM 4: 53 1) Maintain existing pavement or provide 6" thick laver of 3" clean stone for a minimum of 50' inside entrancUTY CLERK 2) Geotextile filter fabric must be installed belolOAXITY, 10VVA d. Ditch Checks 1) Shall be Georidge by Nilex, or approved equal. e. Silt Fence 1) This specification provides criteria for self - supporting geotextile silt fence, also referred to as fabric or engineering fabric. 2) The geotextile shall be free of any treatment or coating which might adversely alter its physical properties after installation. Unless otherwise specified, geotextile shall be furnished in 36 -inch (900mm) width rolls. 3) Geotextile rolls shall be furnished with suitable wrapping for protection against moisture and extended ultraviolet exposure prior to placement. Each roll shall be labeled or tagged to provide product identification sufficient for inventory and quality control purposes. 4) Posts: Steel posts must be used. Posts shall have a minimum length of 60- inches (1524mm) and be of sufficient strength to resist damage during installation and to support applied loads. 5) Prefabricated Fence: Prefabricated fence systems may be used provided they meet all of the above material requirements. 6) Geotextiles will have the following physical properties: a) All filter fabric shall comply with the Specifications set forth by the Iowa Department of Transportation. b) Grab strength shall be 100 pounds (445 N) minimum in accordance with ASTM D4632. C) Grab elongation shall be 50 percent maximum for self supported fence in accordance with ASTM D4632. d) Filter efficiency shall be 50 percent maximum in accordance with ASTM D5141. e) Ultraviolet degradation at 500 hours shall not be less than 70 percent strength retained in accordance with ASTM D4355. Intake Protection Bag 1) Shall be Dandy Bag by Dandy Products or approved equal. g. Filter Sack 110296 -0 02370 -4 I) Filter sack shall be Flexstorm Inlet Filter by Inlet and Pipe Protection, Inc. (IPP) with standard woven bag. 2) Approved equivalent. PART 3 EXECUTION 2011 APR - I PIS 4: 53 3.1 GENERAL EROSION AND SEDIMENTATION CONTROL REQ UIREMENT9 I T Y CLERK IOWA CITY, IOWA A. General 1. Qualified personnel (provided by the Contractor) shall inspect disturbed areas of the construction site that have not reached "final stabilization" at least once every seven calendar days and within 24 hours of the end of a storm event that is 0.5 inches or greater. 2. Contractor shall limit the surface area of erodible earth. The Contractor shall provide immediate permanent or temporary pollution control measures to prevent contamination of adjacent streams of other watercourses, lakes, ponds, or other areas of water impoundment. 3. Contractor shall incorporate all permanent erosion and sedimentation control features into the project at the earliest practicable time. 4. Minimum erosion and sedimentation control devices are shown on the plans. It is the Contractor's responsibility to control erosion and sediment on the site. Additional controls shall be installed as required to satisfy this requirement. B. Limitation of Area Disturbed I . The surface area of erodible earth material exposed at one time by clearing and grubbing, by excavating, by fill, or by borrow shall be minimized at all times without written approval of the Owner's Representative. 2. The maximum quantity of exposed area may be increased or decreased based on weather conditions, construction procedures or site conditions by Owner's Representative. C. Rivers, Streams and Impoundments 1. Construction operations in rivers, streams, and impoundments shall be restricted to those areas which must be entered for the construction of temporary or permanent structures. 2. Frequent fording of live streams with construction equipment shall be minimized. D. Borrow and Waste Areas 1. All on -site borrow and waste areas, shall meet the requirements of the erosion and sedimentation controls as identified in the SWPPP. Contractor shall provide all erosion /sedimentation controls as necessary to contain material on site. 3.2 MULCHING A. Construction Requirements 1. Mulching will be a continuous operation on all cut and fill, slopes and borrow pits during the construction process. All disturbed areas shall be mulched 110296 -0 02370 -5 within 5 working days after last construction activity. Uniformly distribute the mulch over the required areas at the rate specified in 2.1.A. l .b. 2. Work the mulch into the soil with a mulch tucker designed to atcol (� mulch into the soil by means of dull blades or disks. Operate e ipfn e manner to minimize displacement of the soil and disturbance of the design cross - section. 2011 APR — I PM 4: 53 3. Crimp mulch parallel and perpendicular to the slope. CITY CLERK 3.3 PERMANENT SEEDING AND FERTILIZING I 0 WA CITY, IOWA A. Comply with requirements of Iowa DOT Specifications, Section 2601. Measurement and Payment sections do not apply. B. All seeded areas shall be watered in accordance with Iowa DOT Specifications, Section 2601.03, Paragraph Q. 3.4 COMPOST FILTER TUBE A. Conditions Where Applicable: 1. Slopes less than 10% grade. 2. Around intake structures. B. Construction Requirements: 1. Pneumatically f ►11 mesh filter tube of size and length as indicated on the plans. 2. Excess tube material shall be tied off and staked at both ends. Maximum compost tube spacing: Do not use in areas of concentrated flow. Compost filter tubes are only intended to control and filter sheet flow. Compost filter tubes should be placed using "smiles" and j- hooks. In order to prevent water flowing around the ends of compost filter tubes, point the ends upslope to place at a higher elevation. 110296 -0 02370 -6 Tube Diameter (Ft) Slope 8" 12" or Greater 0 -2% 75' 125' 2 -5% 50' 75' 5 -10% 30' 50' Do not use in areas of concentrated flow. Compost filter tubes are only intended to control and filter sheet flow. Compost filter tubes should be placed using "smiles" and j- hooks. In order to prevent water flowing around the ends of compost filter tubes, point the ends upslope to place at a higher elevation. 110296 -0 02370 -6 C. Maintenance I . The Contractor shall inspect all compost filter tubes immediate) after each rainfall event. Any deficiencies shall be immediately correct �brLheE D Contractor. 2. Sediment shall be removed when the control has lost 33% of its capacity. 3. The compost filter tube shall remain in place until the s2OLAPPeirstabRKA: 53 as determined by the Owner's Representative. Upon removal tl ontractor shall remove and dispose of any excess silt accumulations, Pile area to the satisfaction of the Owner's Representative and g tiilttt on all bare areas in accordance with the contract requirements. 4. The quantities of compost filter tubes shown on the plans may be increased or decreased at the direction of the Owner's Representative based on weather, construction procedures, and actual site conditions that occur during construction of the project. Total quantity adjustments less than 10 percent of the plan quantity shall be made at no additional cost to the Owner. 5. Compost filter tubes may be spread out in place as a soil enhancement. 3.8 EROSION CONTROL BLANKET (TURF REINFORCEMENT MAT) A. Installation of erosion control blanket shall be in accordance with the manufacturer's specifications and details. 3.9 STABILIZED CONSTRUCTION ENTRANCE A. Maintenance 1. The condition of the aggregate needs to be monitored daily to prevent tracking or flow of mud onto the surrounding roads, drives, and parking lots. 2. Accumulation of mud must be removed and more aggregate added as needed. 3.10 DITCH CHECKS A. Georidge ditch check spacing shall be computed as follows: Ditch Grade ( %) Approximate Spacing (Ft) 1 75 1.5 55 2 35 3 25 4 19 5 15 6 12 7 10 8 9 9 8 10 7 110296 -0 02370 -7 B. Construction Requirements 1. Installation of Georidge ditch checks shall be in accordance with the manufacturer's specifications. ��� 2. Erosion control blanket shall be installed prior to the instal latio 0 check. X01 I C. Maintenance APR -I PH 4: 53 1. Ditch checks shall be checked for sediment accumulation afterUTY CLERK significant rainfall. 101 NA CITY, I010 2. Sediment shall be removed 2 times per month or when it reaches one -half of the original height. 3. Additional removal of accumulated sediment as requested by the Owner's Representative will be paid per cubic yard (cubic meter). 4. Sediment removal will include disposal in a location where it will not erode into construction areas or water courses. Regular inspections shall be made to insure that the center of the check is lower than the edges. Erosion around the edges of the check shall be corrected immediately. 3.11 SILT FENCE A. Conditions Where Applicable 1. Along the toe of fills over 10 feet (3m) in height. 2. Along the right -of -way line. 3. Parallel to streams. 4. Around intake structures. B. Construction Requirements 1. Silt fence spacing on slopes: Slope Placement Interval (Ft) 3:1 (33 %) 40 4:1 (25 %) 50 5:1 (20 %) 60 10:1 (10 %) 100 < 50:1 (2 %) 150 The Contractor shall install a silt fence as shown on the Drawings, and at other locations as directed by the Owner's Representative. Silt fence shall be in place prior to site clearing and grading. Fence construction shall handle the stress from hydraulic and sediment loading. Geotextile at the bottom of the fence shall be buried in a trench. The trench shall be backfilled and the soil compacted over the geotextile. Overlapping geotextile shall be spliced together. Post spacing shall not exceed 8 feet (2.4m) for self supported fence installations. For machine installation, posts shall be embedded 28" below ground line. For trench installation, posts shall be embedded 40" below the ground line. Where rock is encountered posts shall be installed in a manner 110296 -0 02370 -8 approved by the Owner's Representative. Closer spacing, greater embedment depth and/or wider posts shall be used as necessary in low areas and soft or swampy ground to ensure adequate resistance to applied loads. 4. Lower edge of fabric shall be buried in a minimum 12" (305mm) ee 5. The geotextile fabric shall be folded across the bottom of the 4" wide trench. 6. The geotextile shall be securely fastened to fence posts on Q044 Afq�oLgie PM 4: 53 slope. CITY CLERK( C. Maintenance IOWA CITY, 10. 1VA 1. The Contractor shall inspect the silt fence after each rainfall event. Any deficiencies shall be immediately corrected by the Contractor. 2. Sediment shall be removed when the control has lost 50% of its capacity. 3. Silt fence shall remain in place until the site has been stabilized as determined by the Owner's Representative. Upon removal, the Contractor shall remove and dispose of any excess silt accumulations, grade and dress the area to the satisfaction of the Owner's Representative and establish vegetation on all bare areas in accordance with the contract requirements. 4. The quantities of silt fence shown on the plans may be increased or decreased at the direction of the Owner's Representative based on weather, construction procedures, and actual site conditions that occur during construction of the project. Total quantity adjustments less than 10 percent of the plan quantity shall be made at no additional cost to the Owner. 3.12 INTAKE PROTECTION BAG A. Conditions where applicable: for use with flat grates (including round) and mountable curbs. B. Construction Requirements: 1. Contractor shall install an intake protection bag as shown on the Drawings and at other locations as directed by the Owner's Representative. 2. Remove grate from frame and slide into intake protection bag. 3. Tuck the enclosure flap inside to completely enclose the grate. 4. While holding the lifting devices, place the grate into the frame. C. Maintenance: 1. Contractor shall remove all accumulated sediment and debris from the intake protection bag as required. 3.13 FILTER SACK A. Installation of filter sack shall be in accordance with the manufacturer's specifications and details. END OF SECTION 110296 -0 02370 -9 SECTION 02520 FILED PORTLAND CEMENT CONCRETE PA )61NFR - I PM 4:53 CITY CLERK PART 1- GENERAL JOV A CITY, ION VA 1.01 SUMMARY.• A. Furnish labor, materials, tools and equipment to prepare, install, shape, trim and compact subgrades to receive Portland Cement Concrete paving. B. Furnish labor, materials, tools and equipment to form, place, reinforce, finish, joint and cure Portland Cement Concrete roadways, parking area slabs, driveways, trails, and sidewalks at the locations and grades noted on the plans. 1.02 REFERENCES. A. IDOT Standard Specifications. 1.03 QUALITYASSURANCE: A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work in this section. B. Quality Testing (Provided and paid for by the Owner): 1. Compressive Strength Tests. 2. Entrained Air. 3. Slump. 4. Density Tests of Base and Subgrade. PART 2 - PRODUCTS 2.01 MATERIALS: A. Except as amended in this document, the materials in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 41. Construction Materials. Sections 4101 through 4122. B. Aggregate durability class for all Portland Cement Concrete paving shall be Class 3. 110296 -0 02520 -1 PART 3 - EXECUTION 3.01 TECHNIQUES: FILED A. Except as amended in this document, the work in this section will conform with the following divisions and sections of the IDOT Standard Specifications:201 j APR — I PM 4: 53 Division 21. Earthwork, Subgrades and Subbases. CITY CLERK Section 2111. Granular Subbase. INA CITY,10'NA Division 22. Base Courses. ' Section 2201. Portland Cement Concrete Base. Section 2212. Base Cleaning and Repair. Section 2213. Base Widening. Division 23. Surface Courses. Section 2301. Portland Cement Concrete Pavement. Section 2301. Concrete Header Slab. Section 2302. Portland Cement Concrete Widening. Section 2310. Bonded Portland Cement Concrete Overlay. Section 2316. Pavement Smoothness. Division 25. Miscellaneous Construction. Section 2512. Portland Cement Concrete Curb and Gutter. Section 2515. Removal and Construction of Paved Driveways. Section 2529. Full Depth Finish Patches. Section 2530. Partial Depth Finish Patches. 3.02 CURING AND PROTECTION OF PA VEMENT: A. Curing compound shall be applied immediately following finishing of the concrete, including back of curb. 3.03 ENVIRONMENTAL REQUIREMENTS: A. When concrete is being placed in cold weather and temperatures may be expected to drop below 35 °F, the following requirements must be met for concrete less than 36 hours old: 24 Hour Temperature Forecast Minimum 35 -32° F Minimum 31-25'F Below 25° F Covering One layer plastic or burlap. One layer plastic and one layer burlap or two layers burlap. Commercial insulating material approved by the Engineer. B. Concrete shall be protected from freezing temperatures until it is at least five days old. C. Concrete damaged by cold weather shall be removed and replaced at the Contractor's expense. 110296 -0 02520 -2 D. Maximum allowable concrete temperature shall be 90° F. E. If concrete is placed when the temperature of the concrete could excer -FEhD Contractor shall employ effective means, such as precooling of aggregates and /or mixing water, as necessary to maintain the temperature of the concrete as it is pl w �0° �M W 53 3.04 OPENING TO TRAFFIC. CITY CLERK A A. Opening to traffic, including Contractor's vehicles, will not be C'Ti�'tn� compressive strength of 6" dia. x 12" cylinders is at least 3,000 lb. per square inch. B. All joints in the pavement shall be cleaned and sealed prior to opening the street(s) to traffic of any kind. C. Opening to traffic shall not constitute final acceptance. 3.05 COMPLETION OF WORK. A. When traffic is allowed upon the pavement, the Contractor shall begin remaining work and clean up. All trails and sidewalks shall be finished and opened to the public as soon as practicable. B. Contractor shall notify the Engineer if weather conditions make it difficult to use Class M concrete, when specified. 11/00 shared\engineer\specs -ii \02520. doc 110296 -0 02520 -3 SECTION 02700 SEWERS PART I - GENERAL 1.01 SUMMARY: FILED 2011 APR -1 PM 4: 53 CITY CLERK 10YM CITx'.17wA A. Construction of piping and structures for the collection and transmission of storm water. 1.02 REFERENCES. FKINJ A. Reinforced Concrete Pipe - For Storm Sewers 1. ASTM C76, latest edition, Standard Specification for Reinforced Concrete Culvert, Storm Drain and Sewer Pipe. 2. ASTM C443, latest edition, Standard Specification for Joints for Circular Concrete Culvert and Sewer Pipe, Using Rubber Gaskets. 3. ASTM C361, latest edition, Standard Specification for Reinforced Concrete Low - Head Pressure Pipe. 1.�FTi1TS]W 1. ASTM C478, latest edition, Standard Specification for Precast Reinforced Concrete Manhole Sections. C. Intake Structures 1. IDOT Standard Specifications. 2. Iowa Department of Transportation Highway Division "Standard Road Plans Manual ", latest edition. QUALITYASSURANCE. A. All products will meet or exceed the minimum standards specified in the applicable references listed in the previous subsection. B. All suppliers of reinforced concrete pipe and manholes must be certified by the Iowa Department of Transportation. C. Reinforced concrete pipe shall be manufactured by such means to minimize cage twist. Pipe displaying cage twist in excess of 30 degrees, as demonstrated by the form seam, will be rejected. D. Details of gasket installation and joint assembly are subject to acceptance by the Engineer. E. All materials judged to be of poor quality will be marked by the Engineer and promptly 110296 -0 02700 -1 removed from the site by the Contractor and replaced with new. 1.04 SUBMITTALS. FILED A. Concrete Pipe: Submit current Iowa Department of Transportation ce"t 7U IT -F- i _; y: 53 B. Shoring: Submit plans for all shoring, excluding trench boxes, certified be lfo engineer registered in the State of Iowa. This submittal will not be revic�ri'7�A adequacy by the City. PART 2 - PRODUCTS 2.01 MATERIALS: A. Reinforced Concrete Pipe - For Storm Sewers 1. Joints a. Circular pipe: All joints will be confined O -ring or profile gasket meeting ASTM C443. All pipe 36 -inch diameter and smaller will have bell and spigot joints. Pipe larger than 36 -inch diameter may have tongue and groove joints. 2. Wall Thickness a. Circular pipe: Minimum wall thickness will be B -wall as defined in ASTM C76. 3. Pipe Strength a. Circular pipe: Pipe strength shall be as specified on the plans. If not specified, the minimum pipe strength shall be Class III as defined in ASTM C76. 4. Pipe Markings: All pipe shall be marked with the date of manufacture and ASTM class. If quadrant reinforcement is used, the top shall be marked on the outside of the pipe. 5. Lift holes are not allowed. 6. Minimum Bedding — Class R -1 per Iowa DOT Standard Road Plan SW -102. B. Structures 1. Comply with Iowa DOT specification 4149.04. Refer to plans and Iowa DOT Standard Road plans. 2. Joints: All joints will be confined O -ring or profile gasket meeting ASTM C443. 3. No lift holes through the entire wall. 4. Mark date of manufacture. 110296 -0 02700 -2 PART 3 - EXECUTION 3.01 INSTALLATION OF PIPE: FILED A. Inspect before installation. Remove and replace defective sections. 7011 APR —I PM 4: 53 B. Alignment and Grade CITY CLERK iMVIA CITY 10 011 1. Install to line and grade indicated on plans using laser and check elevation as required to maintain grade. 2. Driving down to grade by striking or with excessive force from excavating equipment is not allowed. 3. Blocking the pipe to grade with wood, stones or other materials is not allowed. C. Bedding 1. Support on compacted granular bedding material using the type of bedding specified on the plans. If no bedding is specified, use the minimum bedding specified in Part 2 of these specifications. 2. Place bedding material to ensure that there are no voids under or alongside the length of the pipe. Slice with shovel to remove voids. Compact with pneumatic equipment. 3. Hand shape bell holes so that only pipe barrel receives bearing pressure. D. Connections 1. Subdrains shall be connected to storm sewer intakes and manholes using IDOT standard intake outlet detail RF -19C. CMP outlet shall be used unless approved by the Engineer. E. Jointing 1. Clean and lubricate all joints prior to assembly. 2. Join per manufacturer's recommendations. 3. Suitable couplings shall be used for jointing dissimilar materials. F. Backfill as specified in Section 02220. G. Clean pipeline upon completion. H. Tolerances 1. Any deviation in a sewer pipes section more than 1/8 inch per foot of pipe diameter from the horizontal or vertical alignment, as established by the Engineer, will not be allowed; and all sewer laid incorrectly, as determined by the Engineer, must be relaid at the Contractor's expense. This tolerance in grade will be allowed only if the sewer is designed at a slope sufficient to prevent backfall when its limits are reached. Under no 110296 -0 02700 -3 condition will a sewer be accepted when one or more pipe lengths have been installed without "fall ". 2. The completed sewer must be laid so nearly in a perfect line that an ordinary electrii lantern held at center of the sewer at a manhole may be wholly visibl � h e at the level of the sewer at the next manhole. "' W —I PM 4: 53 3. Sags and reverse slope on gravity pipe is prohibited. Remove and relay ��P{ grade. '' NA 3.02 TESTING OF PIPE: A. Lamp all pipe to visually inspect for defects and debris. 3.03 CONSTRUCTION AND INSTALLATION OF MANHOLES, MANHOLE BOXES AND INTAKE STRUCTURES. A. Set bases true to line and elevation on minimum six -inch granular backfill material. B. Install O -ring or profile gasket in joints between sections conforming to manufacturer's standard. C. Cast in place inverts must provide a channel at least one -half the depth of the pipe and match the full cross - sectional area of the pipe. All junctions and changes in direction shall be smooth and rounded to the maximum extent possible to supplement flow through the structure. D. Plug holes for handling with mortar. E. Lay grading rings in full bed and joint of mortar without subsequent grouting, flushing or filling; bond thoroughly. F. Set frames with top conforming to finished ground or pavement surface as indicated and directed. Grading rings plus the frame height shall not exceed 24 inches. G. Set frames in full bed of RAM -NEK or equal to fill and make watertight space between masonry top and bottom flange of frame. H. Backfill as specified in Section 02220. I. Clean manhole upon completion. J. Inspect for visible leaks after groundwater has returned to normal level. Repair leaks. 3.04 MAINTENANCE OF FLOW.• A. Storm Sewers: At the end of each working day, the Contractor shall reestablish the full capacity of any drainage system affected by construction. Diversion of storm water into the sanitary sewer system is not allowed. B. If pumps are used for the diversion of flow, the Contractor shall have a stand -by pump readily at hand. The Contractor shall provide the Police Department and the Supervisor of the Iowa City Wastewater Treatment Plant with phone numbers where the responsible 110296 -0 02700 -4 person may be reached 24 hours a day to make immediate repairs and/or replacement in case of diversion system failure. Diversion of sanitary sewage to stQ= ers or waterways is not allowed. FICED 3.05 CONFLICTS 2011 APR - I PM 4: 53 A. Provide temporary support for existing water, gas, telephone, power or t' 'ti or QTY` �i RK services that cross the trench. 10VIA CITY. 1014A B. Compact backfill under the existing utility crossing as specified in Section 02220. C. Separate gravity sewers from water mains by horizontal distance of at least 10 feet unless: 1. Top of sewer is at least 18 inches below the bottom of the water main. 2. Sewer is placed in separate trench or in same trench on bench of undisturbed earth with at least three feet separation from the water main. D. Use water main materials for gravity sewers with less than 10 feet of horizontal distance and top of the sewer less than 18 inches below the bottom of the water main; maintain a linear separation of at least two feet. E. Where gravity sewer crosses over water main or service or where the top of sewer is less than 18 inches below the bottom of the water main or service, the following requirements shall apply: The sewer may not be placed closer than 6 inches below a water main or 18 inches above a water main. The separation distance shall be the maximum feasible in all cases. 2. Use 20 -foot length of water main material as specified for gravity sewer centered on the water main. Both joints shall be located as far from the water main as possible. 3. The sewer and the water main must be adequately supported and have watertight joints. 4. Backfill trench with low permeability soil for the 20 -foot length centered on the crossing. 06/03 shared \engineer \specs -ii \02700. doe 110296 -0 02700 -5 Division 16 FILED Electrical CITY CLERK IQV' /A CITY. IOWA Division 16 SECTION 16050 F.]LED OPERATION AND MAINTENANCE OF ELECTRISNQYS PMM53 PART 1 GENERAL 1.1 SECTION INCL UDES A. Basic materials and methods. 1.2 REFERENCES A. Work shall comply with applicable standards of the: 1. American Insurance Association 2. American Society for Testing and Materials (ASTM) 3. Edison Electric Institute 4. Factory Mutual (FM) 5. Institute of Electrical and Electronics Engineers 6. Insulated Power Cable Engineers Association 7. National Board of Fire Underwriters 8. National Bureau of Standards 9. National Electrical Code (NEC) 10. National Electrical Manufacturer's Association 11. National Electrical Safety Code 12. National Fire Protection Association 13. National Safety Council 14. Underwriters' Laboratories, Inc. (UL) 15. Uniform Fire Code (UFC) 16. William- Steiger Occupational Safety and Health Act of 1970 (OSHA) 1.3 SYSTEM DESCRIPTION A. Basic materials and methods are described. 1.4 SUBMITTALS CITY CLERK( 101NA CITY,10WA A. Submit to the Architect/Engineer for review, prior to the placing of orders for any equipment, a complete schedule of electrical fixtures, materials and panels to be installed. Schedule shall consist of catalog cuts, diagrams, shop drawings, performance curves, or any other descriptive material necessary to fully describe the equipment proposed and its operating characteristics. B. Review of the materials, including alternate or substitute items, shall be obtained in writing from the Architect/Engineer; verbal review will not be considered binding. C. Submittals shall have been reviewed and signed by the contractor, prior to submittal to the Architect/Engineer. Faxes or copies of faxes are not acceptable. The Architect/Engineer will review submittals to aid in interpreting the drawings and specifications, and in so doing will assume that the submittals conform to the specified requirements set forth in this specification. Review of submittals by 110296 -0 16050- 1 the Architect/Engineer does not relieve the Contractor of the responsibility of cFi}�ingaite elements of the specifications. !l��.. C: D. Operations and Maintenance Manuals shall be supplied containing the folIM111APR —I PM 4: 53 1. Operation, maintenance, recommended spare parts, and renewal parts mM&Yt1DLEcRNuipment furnished. IOWA CITY, IOk7A 2. Set of complete, final, as- reviewed and accepted information required to be submitted for review. 3. As- constructed electrical, equipment, and installation drawings. 4. index of equipment suppliers listing current names, addresses and telephone numbers of those who should be contacted for service. 5. As- constructed contract drawings permanently marked in red to show departures from original drawings. 6. Submit one (1) copy for review. This copy will be returned. Submit two (2) final revised copies. 1.5 PERMITS AND INSPECTIONS A. Obtain, furnish and include the costs of necessary permits, fees and inspection certificates for material and labor furnished. Include costs of permits, certificates and inspection fees required in connection with the installation, unless otherwise noted in the detailed contractual description preceding these Electrical Specifications. B. Where applications are required for the procuring of utility services, see that such application is properly filed with the utility. C. On completion of work, furnish satisfactory evidence that work is acceptable to regulatory authorities having jurisdiction. D. Be responsible to see that the proper inspection authorities are notified when inspections are required by Code, and provide necessary assistance to the inspector during inspection. 1.6 REGULATIONS A. Installation shall conform to or exceed the minimum requirements of the NEC, and federal, state, local and municipal ordinances. B. Work shall be performed in accordance with applicable recommendations of the ADA and OSHA. C. Installations shown on drawings or required in the specifications that exceed the minimum requirements of the NEC or other regulations shall be installed as shown or specified. 1.7 CONTRACT DOCUMENTS A. Intent of the drawings and specifications is to describe the complete installation. At the conclusion of construction, the electrical system shall be turned over to the Owner complete and ready for safe, efficient operation. B. Drawings and the specifications are intended to be cooperative and supplementary. Closely check the drawings and specifications for any obvious errors or omissions, and bring any such condition to the attention of the Architect/Engineer prior to the receipt of bids, in order to permit clarification by means of a mailed Addendum. 110296 -0 16050-2 C. Drawings for electrical work are in part diagrammatic, intended to convey the scope rk al arrangement, approximate sizes, and locations of equipment and materials. Exact lo�ti� s slil determined to best fit the layout of the job. Scaling of the drawings will not be sufficient or accurate fporr, determining these locations. Where job conditions require reasonable changes . Mia d �oc�,{. a�3 arrangement, make such changes as directed by the Architect/Engineer, witho cjj os{ {Y, t{{t D. E. 1.8 1.9 Owner. A complete set of contract documents shall be on the site at all times drawings for dimensions and conflicts. Rules (CITY CLyEPrior to inst�a11. 9,Yvv6rit, pi k 1. Where the context requires, the singular includes the plural and the plural includes the singular. 2. The use of "and" in a combined provision means that all elements in the provision must be complied with, or must exist to make the provision applicable. Where compliance with one or more elements suffices, or where existence of one or more elements makes the provision applicable, "or" (rather than "and/or ") is used. 3. "Shall" is mandatory and "may" is permissive. RESPONSIBILITY A. Examine the project site and become familiar with existing conditions that will affect the work. Review the drawings and specifications of other trades and take note of conditions to be created which will also affect the work. B. No energized conductors shall be exposed at any time except when the immediate area is under the direct supervision of a qualified electrician. C. Provide temporary insulated magnetic covers for open panelboards. Use SP Products (1- 800 - 233 -8595) Type TPC xx -xx or approved equivalent. D. Locate equipment, which must be serviced, operated or maintained, in fully accessible positions. E. Responsibility shall not end with installation and connecting of various apparatus. Include services of an experienced superintendent who shall be constantly in charge of the work. Provide qualified journeymen, helpers and laborers required to properly unload, install, connect, adjust, start, operate and test the work involved, including equipment and materials furnished by other trades or by the Owner. DAMAGE A. Be responsible for damage to the work of other trades or to the building and its contents caused by the electrical installation. 1.10 GUARANTEE AND MAINTENANCE A. Material and equipment shall be fully guaranteed to be free from defects and to be new equipment. No secondhand, used or salvaged equipment will be allowed. B. Keep entire portion of the work in repair, so far as defects in workmanship, apparatus, material or construction are concerned, without additional cost to the Owner, for one (1) year from the date of final acceptance, except as otherwise specified. 110296 -0 16050-3 C. Equipment installed which fails to meet performance ratings specified or shown on drawtmsf all D removed and replaced by new equipment which meets specified requirements, without a &4 the Owner. 201 I f? -1 � 4: 53 D. Material and workmanship shall be subject to the review of the Architect /Engineer, in If f? prese 1 various tests shall be made as required by these specifications. CITY CLERK IOIIA CITY, I01tvA PART 2 PRODUCTS 2.1 STANDARDS OF MATERIALS AND WORKMANSHIP A. Material shall be new, complete with manufacturer's guarantee or warranty, and shall be as listed by UL, if a standard has been established by UL for the type of material. Approved manufacturers shall be firms regularly engaged in the manufacture of equipment of types and capacities required and whose products have been in satisfactory use in similar service for not less than three years. B. Methods and techniques of installation shall be subject to review by the Architect/Engineer. C. Material shall be the standard product of a reputable manufacturer regularly engaged in the manufacture of the specific product. Materials of the same type or class shall be the products of one manufacturer. For example, panelboards shall be from the same manufacturer and lighting switches from the same manufacturer. D. Material shall be protected from damage and stored indoors at all times, unless other storage arrangements are reviewed by the Architect/Engineer. E. Material and equipment shall be installed in strict accordance with the manufacturer's recommendations. F. The equipment manufacturer and installing contractor shall carefully check that the installed, operating equipment can be properly serviced. If the manufacturer or the contractor has any reservations in this regard, they shall state their reservations and suggested changes in a separate letter addressed to the Architect/Engineer, and shall include this letter as part of their shop drawing submission. Architect/Engineer will work out required changes and adjustments in contract prices where such adjustments are warranted. No adjustment in contract price will be allowed for additions required by applicable code, ordinance, statute, utility regulation or labor regulation. It is the obligation of the contractor to include such items in his original bid. Changes in equipment shall be incorporated in shop drawings. If the contractor fails to call such reservations or suggestions to the Architect/Engineer's attention, in writing, before any work is done or equipment is purchased, it shall be assumed that the contractor accepts the responsibility for providing a safe, coordinated and complete installation. If at a later date, changes become necessary to assure a safe, coordinated and complete installation, the changes shall be made without increase in contract price. G. Where the specifications or drawings state that equipment shall be "furnished," "installed" or "provided," it shall be understood to mean that the contractor shall furnish and install that equipment completely, unless it is specifically stated that the equipment is to be furnished or installed by other trades, public utility companies or the Owner. 110296 -0 16050-4 Z2 MATERIAL SUBSTITUTIONS rrw i L E (6"��' ` A. Proposals as submitted shall be based on the products specifically named in the specification or the equivalent. Furnishing material or equipment by manufacturers other than those s i i hall ont be by permission of the Architect/Engineer. Such permission for substitution must be re k . t�►e � 4: 53 Bidder /Vendor, in writing, at least eleven (11) calendar days prior to bid opening time, y, a sample of the proposed product wired with 125v 15 amp cord and cap. The request s� S&Krh �i differ ences in the alternate material or equipment as compared to that specified, and VIA benefits to the project as a result of selecting the alternative. B. Furnish to the Architect /Engineer, when requested, samples of proposed material or equipment substitutions. These samples shall remain with the Architect/Engineer as long as they desire. C. Changes required by alternate equipment shall be made at no additional cost to the Owner. Re- design costs incurred by the Architect/Engineer and costs incurred by other trades, public utilities, or the Owner as a result of the use of such equipment shall be the responsibility of the Contractor. D. The Architect/Engineer reserves the sole right for the approval of proposed material or equipment, and the phrase "or an approved equivalent" used in these specifications or on the drawings shall be interpreted to mean an equivalent approved by the Architect/Engineer. E. The Architect/Engineer reserves the right to refuse approval of equipment which does not meet the specification, in their opinion, or of equipment for which no local experience of satisfactory service is available. The Architect/Engineer further reserves the right to reject equipment for which maintenance service and the availability of replacement parts is questionable. PART 3 EXECUTION 3.1 EXISTING CONDITIONS A. Examine the existing structure and grounds and become familiar with conditions as they exist, or that will, in any manner, affect the work under this contract. No allowance will be made subsequently, on the behalf of the contractors, for error or negligence on their part in connection with this. B. Existing equipment, devices and conduits in or on the existing structure or grounds which are to be replaced, or which interferes with the remodeling of the existing facilities or installation of new equipment, shall be removed from the premises or relocated as directed by the Architect/Engineer. Do not remove from premises any equipmentthat may have maintenance value to the Owner without permission of the Owner. Items not to be reused shall be removed from the premises, unless otherwise noted herein or on the drawings. C. Exposed conduit and wires that are no longer in service shall be removed and the stubs plugged behind the surface. All power wiring shall be removed. The cutting of surfaces shall be done with extreme care in order to avoid any disrupting or damage of existing utility services which may be encountered. Coordinate with other trades to minimize the damage in order to reduce the amount of patching required. D. Existing conduit or wire shall not be reused if moved from its present location, or if it is of inadequate capacity for the new load, or if it gives evidence of damage or deterioration that could render it unsafe. 110296 -0 16050-5 E. Locate and protect existing utilities and other underground work in a manner that will e ha � damage or service interruption will result from excavating or other site or building wor ,, 3.2 TEMPORARY UTILITIES 2011 APR - I PM 4: 53 A. Provide temporary electrical utilities as described in the detailed contractual descriptiolff'Ye ft Electrical Specifications. IOWA CITY, IO l�qA Q. Temporary services shall meet OSHA requirements. C. Pay costs necessary to remove or relocate any existing private, public or municipally owned electrical service or telephone service, which are on or adjacent to the Owner's property, and which will interfere with or would be disturbed by the work of this trade or any other trade on this project. 3.3 CONCRETE AND MASONRY WORK A. Concrete work included in the specifications or shown on the drawings shall be done by experienced cement finishers and not by electricians. 3.4 CABLE INSTALLATION A. Cables installed in underground duct shall be pulled using compounds approved by the cable manufacturer. 3.5 IDENTIFICATION A. Direct buried cables shall have a continuous underground -type plastic line marker tape located directly over the buried line at 6" to 8" below finished grade. Marker shall be permanent, bright - colored, continuous - printed plastic tape 6" wide by 4 mils thick. B. Color - coding of branch circuit wiring shall be as stated in the NEC. Color- coding of neutral conductors in conduit with multi- circuits shall be as stated in the NEC. Wires of sizes larger than No. 8 AWG shall be color coded by a strip around the conductor at junctions, pull boxes and terminating points. 1. Color- coding of wiring shall match existing. 2. Color- coding of wiring shall be black and red for 120 /240 -volt single -phase system with white neutral. Color- coding of grounding wires shall be green. 3.6 INTERRUPTIONS A. Changes in electrical services shall be made so as to provide a minimum of interference with the operation of services. When changes require shutdown of street lighting, notify the proper building authorities not less than 24 hours in advance and obtain approval from these authorities before making changes. Such notices shall give duration and nature of shutdown. Temporary arrangements shall be approved by the Architect/Engineer or Owner. 3.7 DEMOLITION A. Provide labor necessary to demolish the existing electrical system described in the contract documents. 110296 -0 16050-6 3.8 CUTTING AND PATCHING FILED A. Provide cutting and fitting necessary to properly install work, unless specifically noted otherwise in these specifications or shown on the drawings. Coordinate with other trades as r r _ ini th amage and the amount of patching required. �� B. Lay out work carefully in advance. Do not cut or notch any structural memb CVh, without specific approval. Carefully carry out any cutting, channeling, chasing or dri ling of oors', wa s, partitions, ceilings, paving or other surfaces required for the installation, support, or anchorage of conduit, raceways, or other electrical materials and equipment. C. Patch around holes cut for new work or holes where existing devices are removed. 3.9 EXCA VA TION AND BACKFILL A. Refer to Section 02220 and comply with all applicable provisions. B. Provide excavation and backfilling necessary in the construction of the work as shown on the drawings or as specified. . C. No materials except clean sand shall be placed within six (6) inches of conduit or cable. Backfill under sidewalks, drives, parking lots, building or any other finished areas shall be 100% clean sand. D. Backfill shall be placed and tamped pneumatically in six (6) inch lifts until conduit is covered with a minimum of twelve (12) inches of cover. Additional backfill to finished grade shall be placed and tamped pneumatically in ten (10) inch lifts. The Architect/Engineer's and Owner's representatives shall be notified prior to backfilling so that backfilling may be observed. E. Conduit and cable may be installed in advance of earth fills by the General Contractor. Such conduit shall be installed with backfill material adjacent to the conduit and with the compaction requirements as set forth for the General Contractor. 3.10 CLEANING OF PREMISES A. Keep the premises clean of debris caused by the work at all times. Keep material stored, in areas designated by the Owner, in such a manner so as not to interfere with the progress of the work of other trades or with the operation of existing facilities. B. Interiors and exteriors of electrical panels shall be thoroughly cleaned. C. At the conclusion of the construction, the site shall be thoroughly cleaned of rubble, debris and unused material and shall be left in good order. Closed off spaces shall be cleaned of waste material, cartons, and wood frame members used in the construction. 3.11 RECORD OF CHANGES MADE TO THE WORK A. Maintain at the job site a separate and complete set of electrical plans and specifications upon which it is clearly and permanently marked in red and noted, in complete detail, any changes made. Include changes to location and arrangement of electrical apparatus or changes made in the electrical system and wiring as a result of building construction conditions or as a result of written instructions from the 110296 -0 16050-7 Architect /Engineer. Such record of changes shall be made daily and the marked p I d iNations shall be available for the Architect /Engineer's examination at any normal work time. i B. Upon completion of the job, and before final payment is made, transmit the Z%kAPR'p-pIan cf4. 54 specifications to the Architect/Engineer. CITY CLERK IMA CITY,101NA END OF SECTION 16050 110296 -0 16050-8 SECTION 16120 FILED LOW VOLTAGE ELECTRICAL POWER COND� C TORSE�, �� AND CABLES CITY CLEPtK 10 ?,IA C1T�: iC�A PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Building wires and cables rated 600 V and less. 2. Connectors, splices, and terminations rated 600 V and less. 1.3 DEFINITIONS A. EPDM: Ethylene - propylene -diene terpolymer rubber. B. NBR: Acrylonitrile- butadiene rubber. 1.4 SUBMITTALS A. Product Data: For each type of product indicated. B. Qualification Data: For testing agency. C. Field quality- control test reports. 1.5 QUALITYASSURANCE A. Testing Agency Qualifications: An independent agency, with the experience and capability to conduct the testing indicated, that is a member company of the International Electrical Testing Association or is a nationally recognized testing laboratory (NRTL) as defined by OSHA in 29 CFR 1910.7, and that is acceptable to authorities having jurisdiction. 1. Testing Agency's Field Supervisor: Person currently certified by the International Electrical Testing Association or the National Institute for Certification in Engineering Technologies to supervise on -site testing specified in Part 3. 110296 -0 16120 -1 B. Electrical Components, Devices, and Accessories: Listed and labeled as deft 1 NE[Jr, Article 100, by a testing agency acceptable to authorities having jurisdiction Pan intended use. C. Comply with NFPA 70. '2011 APR — I P''1 G• 54 CITY CLEiliK PART 2 PRODUCTS IOVIA CITY' 10'WA 2.1 CONDUCTORS AND CABLES A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. American Insulated Wire Corp.; a Leviton Company. 2. General Cable Corporation. 3. Senator Wire & Cable Company. 4. Southwire Company. C. Copper Conductors: Comply with NEMA WC 70. D. Conductor Insulation: Comply with NEMA WC 70 for Types THW, THHN -THWN, XHHW, UF, USE, and SO. 2.2 CONNECTORS AND SPLICES A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. AFC Cable Systems, Inc. 2. Hubbell Power Systems, Inc. 3. O- Z /Gedney; EGS Electrical Group LLC. 4. 3M; Electrical Products Division. 5. Tyco Electronics Corp. B. Description: Factory- fabricated connectors and splices of size, ampacity rating, material, type, and class for application and service indicated. PART 3 EXECUTION 3.1 CONDUCTOR MATERL4L APPLICATIONS A. Feeders: Copper. Solid for No. 10 AWG and smaller; stranded for No. 8 AWG and larger. 110296 -0 16120-2 IV 3.2 A B. C. D. E. 3.3 3.4 Branch Circuits: Copper. Solid for No. 10 AWG and smaller; stranded fo�Alj. C nd larger. ��`` CONDUCTOR INSULATIONAND MULTICONDUCTOR CABLE IVAfiI� 'sMAW54 WIRING METHODS CITY CLERK Service Entrance: Type XHHW -2, single conductors in raceway. IO "IIA CITY` 10WA Exposed Feeders: Type THHN -THWN, single conductors in raceway. Feeders Concealed in Concrete, below Slabs -on- Grade, and Underground: Type THWN -2, single conductors in raceway. Exposed Branch Circuits, Including in Crawlspaces: Type THHN -THWN, single conductors in raceway. Branch Circuits Concealed in Concrete, below Slabs -on- Grade, and Underground: Type THWN -2, single conductors in raceway. INSTALLATION OF CONDUCTORS AND CABLES A. Use manufacturer - approved pulling compound or lubricant where necessary; compound used must not deteriorate conductor or insulation. Do not exceed manufacturer's recommended maximum pulling tensions and sidewall pressure values. B. Use pulling means, including fish tape, cable, rope, and basket -weave wire /cable grips, that will not damage cables or raceway. CONNECTIONS A. Tighten electrical connectors and terminals according to manufacturer's published torque - tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A and UL 486B. B. Make splices and taps that are compatible with conductor material and that possess equivalent or better mechanical strength and insulation ratings than unspliced conductors. C. Wiring at Outlets: Install conductor at each outlet, with at least 6 inches (150 mm) of slack. END OF SECTION 16120 110296 -0 16120 -3 SECTION 16125 FILED HANGERS AND SUPPORTS FOR ELECTRICAL ?�y## Fly 4:54 PART 1 GENERAL CITY CLERK IO IOWA CITY.1i3WA 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Hangers and supports for electrical equipment and fixtures. 1.3 DEFINITIONS A. EMT: Electrical metallic tubing. B. IMC: Intermediate metal conduit. C. RMC: Rigid metal conduit. 1.4 PERFORMANCE REQUIREMENTS A. Design supports for surface raceways capable of supporting combined weight of supported systems and its contents, and withstanding vandalism. B. Rated Strength: Adequate in tension, shear, and pullout force to resist maximum loads calculated or imposed for this Project, with a minimum structural safety factor of four times the applied force. 1.5 SUBMITTALS A. Product Data: For the following: 1. Steel slotted support systems. B. Shop Drawings: Signed and sealed by a qualified professional engineer. Show fabrication and installation details and include calculations for the following: 1. Steel slotted channel systems. Include Product Data for components. 110296 -0 16125 -1 1.6 QUALITYASSURANCE A. Welding: Qualify procedures and personnel according to AWSDI.I /Dl.1M,' "SILLED Welding Code - Steel." 2011 APP — I PM 4: 54 B. Comply with NFPA 70. CITY CLERK INVA CITY, 10141A PART 2 PRODUCTS 2.1 SUPPORT, ANCHORAGE, AND ATTACHMENT COMPONENTS A. Steel Slotted Support Systems: Comply with MFMA -4, factory- fabricated components for field assembly. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Allied Tube & Conduit. b. Cooper B -Line, Inc.; a division of Cooper Industries. C. ERICO International Corporation. d. GS Metals Corp. e. Thomas & Betts Corporation. f. Unistrut; Tyco International, Ltd. g. Wesanco, Inc. 2. Metallic Coatings: Hot -dip galvanized after fabrication and applied according to MFMA -4. 3. Nonmetallic Coatings: Manufacturer's standard PVC, polyurethane, or polyester coating applied according to MFNL4 4. 4. Painted Coatings: Manufacturer's standard painted coating applied according to MFMA- 4. 5. Channel Dimensions: Selected for applicable load criteria. B. Raceway and Cable Supports: As described in NECA 1 and NECA 101. C. Conduit and Cable Support Devices: Steel hangers, clamps, and associated fittings, designed for types and sizes of raceway or cable to be supported. D. Structural Steel for Fabricated Supports and Restraints: ASTM A 36/A 36M, steel plates, shapes, and bars; black and galvanized. E. Mounting, Anchoring, and Attachment Components: Items for fastening electrical items or their supports to building surfaces include the following: 1. Mechanical- Expansion Anchors: Insert- wedge -type, zinc - coated steel, for use in hardened portland cement concrete with tension, shear, and pullout capacities appropriate for supported loads and building materials in which used. a. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 110296 -0 16125 -2 1) Cooper B -Line, Inc.; a division of Cooper Industries. 2) Empire Tool and Manufacturing Co., Inc. FILED 3) Hilti Inc. 4) ITW Ramset /Red Head; a division of Illinois Tool vvftsA._ I Pty 4: 54 5) MKT Fastening, LLC. 2. Concrete Inserts: Steel or malleable -iron, slotted support system �i Type 18; complying with MFMA -4 or MSS SP -58. ye I 3. Clamps for Attachment to Steel Structural Elements: MSS SP -58, type suitable for attached structural element. 4. Through Bolts: Structural type, hex head, and high strength. Comply with ASTM A 325. 5. Toggle Bolts: All -steel springhead type. 6. Hanger Rods: Threaded steel. 2.2 FABRICATED METAL EQUIPMENT SUPPORT ASSEMBLIES A. Description: Welded or bolted, structural -steel shapes, shop or field fabricated to fit dimensions of supported equipment. PART 3 EXECUTION 3.1 APPLICATION A. Comply with NECA 1 and NECA 101 for application of hangers and supports for electrical equipment and systems except if requirements in this Section are stricter. B. Maximum Support Spacing and Minimum Hanger Rod Size for Raceway: Space supports for EMT, IMC, and RMC as scheduled in NECA 1, where its Table 1 lists maximum spacings less than stated in NFPA 70. 3.2 SUPPORT INSTALLATION A. Comply with NECA 1 and NECA 101 for installation requirements except as specified in this Article. B. Strength of Support Assemblies: Where not indicated, select sizes of components so strength will be adequate to carry present and future static loads within specified loading limits. Minimum static design load used for strength determination shall be weight of supported components plus 200 lb (90 kg). C. Mounting and Anchorage of Surface - Mounted Equipment and Components: Anchor and fasten electrical items and their supports to building structural elements by the following methods unless otherwise indicated by code: 1. To Masonry: Approved toggle -type bolts on hollow masonry units and expansion anchor fasteners on solid masonry units. 110296 -0 16125 -3 2. To Existing Concrete: Expansion anchor fasteners. L E 3. Instead of expansion anchors, powder-actuated driven threaded studs provided wth cck washers and nuts may be used in existing standard- weight concrete 4 inches (100 mm thick or greater. Do not use for anchorage to lightweight - aggregate cA Ror for RNA: 54 less than 4 inches (100 mm) thick. 4. To Steel: Beam clamps (MSS Type 19, 21, 23, 25, or 27) complying w 't 6� 5. To Light Steel: Sheet metal screws. � M T► 3Q AWA D. Drill holes for expansion anchors in concrete at locations and to depths that avoid reinforcing bars. 3.3 INSTALLATION OF FABRICATED METAL SUPPORTS A. Cut, fit, and place miscellaneous metal supports accurately in location, alignment, and elevation to support and anchor electrical materials and equipment. B. Field Welding: Comply with AWS D1.1/D1.1M. 3.4 PAINTING A. Touchup: Clean field welds and abraded areas of shop paint. Paint exposed areas immediately after erecting hangers and supports. Use same materials as used for shop painting. Comply with SSPC -PA 1 requirements for touching up field- painted surfaces. 1. Apply paint by brush or spray to provide minimum dry film thickness of 2.0 mils (0.05 mm). B. Touchup: Clean and touchup painting of field welds, bolted connections, and abraded areas of shop paint on miscellaneous metal. C. Galvanized Surfaces: Clean welds, bolted connections, and abraded areas and apply galvanizing- repair paint to comply with ASTM A 780. END OF SECTION 16125 110296 -0 16125 -4 SECTION 16130 FILED RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 2011 APR -I PM 4:54 PART 1 GENERAL CITY CLERK 10VIA CITY, 10V A 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes raceways, fittings, boxes, enclosures for electrical wiring. 1.3 DEFINITIONS A. IMC: Intermediate metal conduit. B. RNC: Rigid nonmetallic conduit. C. RSC: Rigid Steel Conduit 1.4 SUBMITTALS A. Product Data: For surface raceways, wireways and fittings. B. Shop Drawings: For the following raceway components. Include plans, elevations, sections, details, and attachments to other work. 1. For handholes and boxes for underground wiring, including the following: a. Duct entry provisions, including locations and duct sizes. b. Frame and cover design. C. Grounding details. d. Dimensioned locations of cable rack inserts, and pulling -in and lifting irons. e. Joint details. C. Coordination Drawings: Conduit routing plans, drawn to scale, on which the following items are shown and coordinated with each other, based on input from installers of the items involved: 1. Structural members in the paths of conduit groups with common supports. 110296 -0 16130 -1 1.5 QUALITYASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as delTneA F'P0, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. 12011 APR —I PM 4: 54 B. Comply with NFPA 70. CITY CLERK IOWA CITY, IOWA PART 2 PRODUCTS 2.1 METAL CONDUIT AND TUBING A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. AFC Cable Systems, Inc. 2. Alflex Inc. 3. Allied Tube & Conduit; a Tyco International Ltd. Co. 4. Anamet Electrical, Inc.; Anaconda Metal Hose. 5. Electri -Flex Co. 6. Manhattan /CDT /Cole -Flex. 7. Maverick Tube Corporation. 8. O -Z Gedney; a unit of General Signal. 9. Wheatland Tube Company. C. Rigid Steel Conduit: ANSI C80.1. D. IMC: ANSI C80.6. E. PVC - Coated Steel Conduit: PVC - coated rigid steel conduit or IMC. 1. Comply with NEMA RN 1. 2. Coating Thickness: 0.040 inch (1 mm), minimum. F. Fittings for Conduit (Including all Types and Flexible and Liquidtight), EMT, and Cable: NEMA FB 1; listed for type and size raceway with which used, and for application and environment in which installed. 1. Coating for Fittings for PVC - Coated Conduit: Minimum thickness, 0.040 inch (I mm), with overlapping sleeves protecting threaded joints. G. Joint Compound for Rigid Steel Conduit or IMC: Listed for use in cable connector assemblies, and compounded for use to lubricate and protect threaded raceway joints from corrosion and enhance their conductivity. 110296 -0 16130 -2 2.2 A B. C. 2.3 A. 2.4 NONMETALLIC CONDUIT AND TUBING Manufacturers following: TILED Subject to compliance with requirements, provide products by one of the 1. AFC Cable Systems, Inc. 2. Anamet Electrical, Inc.; Anaconda Metal Hose. 3. Arnco Corporation. 4. CANTEX Inc. 5. CertainTeed Corp.; Pipe & Plastics Group. 6. Condux International, Inc. 7. ElecSYS, Inc. 8. Electri -Flex Co. 9. Lamson & Sessions; Carlon Electrical Products. 10. Manhattan /CDT /Cole -Flex. 11. RACO; a Hubbell Company. 12. Thomas & Betts Corporation. RNC: NEMA TC 2, Type EPC -40 -PVC, unless otherwise indicated. 2011 APR - I PM 4: 54 CITY CLEPK IQViA CITY, MWA Fittings for RNC: NEMA TC 3; match to conduit or tubing type and material. BOXES, ENCLOSURES, AND CABINETS Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Cooper Crouse - Hinds; Div. of Cooper Industries, Inc. 2. EGS /Appleton Electric. 3. Erickson Electrical Equipment Company. 4. Hoffman. 5. Hubbell Incorporated; Killark Electric Manufacturing Co. Division. 6. O- Z /Gedney; a unit of General Signal. 7. RACO; a Hubbell Company. 8. Robroy Industries, Inc.; Enclosure Division. 9. Scott Fetzer Co.; Adalet Division. 10. Spring City Electrical Manufacturing Company. 11. Thomas & Betts Corporation. 12. Walker Systems, Inc.; Wiremold Company (The). 13. Woodhead, Daniel Company; Woodhead Industries, Inc. Subsidiary. B. Cast -Metal Outlet and Device Boxes: NEMA FB 1, aluminum, Type FD, with gasketed cover. HANDHOLES AND BOXES FOR EXTERIOR UNDERGROUND WIRING A. Description: Comply with SCTE 77. Color of Frame and Cover: Gray. 110296 -0 16130 -3 Configuration: Units shall be designed for flush burial and have open bott [Vles otherwise indicated. P'LD Cover: Weatherproof, secured by tamper- resistant locking devices and having structura load rating consistent with enclosure. gg{� �p Cover Finish: Nonskid finish shall have a minimum coefficient of frictiotf` N —I PM 4: 54 Cover Legend: Molded lettering, "ELECTRIC" Conduit Entrance Provisions: Conduit - terminating fittings shall mate with R for secure, fixed installation in enclosure wall. U Wgff, 10 NA Handholes 12 inches wide by 24 inches long (300 mm wide by 600 mm long) and larger shall have inserts for cable racks and pulling -in irons installed before concrete is poured. B. Polymer- Concrete Handholes and Boxes with Polymer- Concrete Cover: Molded of sand and aggregate, bound together with polymer resin, and reinforced with steel or fiberglass or a combination of the two. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Armorcast Products Company. b. Carson Industries LLC. C. CDR Systems Corporation. d. Quasite 2.5 SOURCE QUALITY CONTROL FOR UNDERGROUND ENCLOSURES A. Handhole and Pull -Box Prototype Test: Test prototypes of handholes and boxes for compliance with SCTE 77. Strength tests shall be for specified tier ratings of products supplied. Tests of materials shall be performed by a independent testing agency. Strength tests of complete boxes and covers shall be by either an independent testing agency or manufacturer. A qualified registered professional engineer shall certify tests by manufacturer. Testing machine pressure gages shall have current calibration certification complying with ISO 9000 and ISO 10012, and traceable to NIST standards. PART 3 EXECUTION 3.1 RACEWAYAPPLICATION A. Outdoors: Apply raceway products as specified below, unless otherwise indicated: 1. Exposed Conduit: RSC or IMC. 2. Underground Conduit: RNC, Type EPC -40 -PVC, direct buried. 3. Boxes and Enclosures, Aboveground: NEMA 250, Type 3R. 4. Application of Handholes and Boxes for Underground Wiring: 110296 -0 16130 -4 a. Handholes and Pull Boxes in Driveway, Parking Lot, and Off- Roadway Lot ] Subject to Occasional, Nondeliberate Loading by Heavy Vehicles: ++ concrete, SCTE 77, Tier 15 structural load rating. b. Handholes and Pull Boxes in Sidewalk and Similar Applicatiogg,itl, fiF actor for Nondeliberate Loading by Vehicles: Polymer - concrete slliii"" i}: S({ Tier 8 structural load rating. �WCMY�4,111 c. Handholes and Pull Boxes Subject to Light -Duty Pedestrian OVIA Fiberglass- reinforced polyester resin, structurally tested according t with 3000 -lbf (13 345 -N) vertical loading. B. Minimum Raceway Size: 3/4 -inch (21-mm) trade size indoor, 1 -inch (27 -mm) trade size outdoor. C. Raceway Fittings: Compatible with raceways and suitable for use and location. 1. Rigid (RSC) and Intermediate Steel Conduit (IMC): Use threaded rigid steel conduit fittings, unless otherwise indicated. D. Install nonferrous conduit or tubing for circuits operating above 60 Hz. Where aluminum raceways are installed for such circuits and pass through concrete, install in nonmetallic sleeve. E. Do not install aluminum conduits in contact with concrete. 3.2 INSTALLATION A. Comply with NECA 1 for installation requirements applicable to products specified in Part 2 except where requirements on Drawings or in this Article are stricter. B. Complete raceway installation before starting conductor installation. C. Support raceways as specified in Division 16 Section 16125 "Hangers and Supports for Electrical Systems." D. Arrange stub -ups so curved portions of bends are not visible above the finished slab. E. Install no more than the equivalent of three 90- degree bends in any conduit run except for communications conduits, for which fewer bends are allowed. F. Threaded Conduit Joints, Exposed to Wet, Damp, Corrosive, or Outdoor Conditions: Apply listed compound to threads of raceway and fittings before making up joints. Follow compound manufacturer's written instructions. G. Raceway Terminations: Use insulating bushings to protect conductors, provide bushing on both ends of conduit. H. Install pull wires in empty raceways. Use polypropylene or monofilament plastic line with not less than 200 -1b (90 -kg) tensile strength. Leave at least 12 inches (300 mm) of slack at each end of pull wire. 110296 -0 16130 -5 1. Expansion -Joint Fittings for RNC: Install in each run of aboveground conduit that is located where environmental temperature change may exceed 30 deg F (17 deg C), Md! Patm straight -run length that exceeds 25 feet (7.6 m). (( lam. Install expansion joint fittings for each of the following locations, an 1yPe X11 jI; quantity of fittings that accommodate temperature change listed for location: CITY CLERK a. Outdoor Locations Not Exposed to Direct Sunlight: 125 dVWA7CITeyq@1V1A temperature change. b. Indoor Spaces: Connected with the Outdoors without Physical Separation: 125 deg F (70 deg C) temperature change. 2. Install fitting(s) that provide expansion and contraction for at least 0.00041 inch per foot of length of straight run per deg F (0.06 mm per meter of length of straight run per deg C) of temperature change. 3. Install each expansion joint fitting with position, mounting, and piston setting selected according to manufacturer's written instructions for conditions at specific location ,at the time of installation. 3.3 INSTALLATION OF UNDERGROUND CONDUIT A. Direct- Buried Conduit: 1. Excavate trench bottom to provide firm and uniform support for conduit. Prepare trench bottom as specified in Division 31 Section "Earth Moving" for pipe less than 6 inches (150 mm) in nominal diameter. 2. Install backfill as specified in Division 2 Section 02220 "Earth Excavation, Backfill, Fill and Grading" 3. After installing conduit, backfill and compact. Start at tie -in point, and work toward end of conduit run, leaving conduit at end of run free to move with expansion and contraction as temperature changes during this process. Firmly hand tamp backfill around conduit to provide maximum supporting strength. After placing controlled backfill to within 12 inches (300 mm) of finished grade, make final conduit connection at end of run and complete backfilling with normal compaction as specified in Division 31 Section "Earth Moving." 4. Install manufactured duct elbows for stub -ups at poles and equipment and at building entrances through the floor, unless otherwise indicated. Encase elbows for stub -up ducts throughout the length of the elbow. 5. Install manufactured rigid steel conduit elbows for stub -ups at poles and equipment and at building entrances through the floor. a. Couple steel conduits to ducts with adapters designed for this purpose, and encase coupling with 3 inches (75 mm) of concrete. b. For stub -ups at equipment mounted on outdoor concrete bases, extend steel conduit horizontally a minimum of 60 inches (1500 mm) from edge of equipment pad or foundation. Install insulated grounding bushings on terminations at equipment. 110296 -0 16130 -6 6. Warning Planks: Bury warning planks approximately 12 inches (4W n) ahou direct - buried conduits, placing them 24 inches (600 mm) o.c. Align plan a i th and along the centerline of conduit. 2011 APR - I Pty 4= 54 3.4 INSTALLATION OF UNDERGROUND HANDHOLES AND BOXES ��CITY CLERK A. Install handholes and boxes level and plumb and with orientation anA ''tl�f qM61M -A` ,,1th connecting conduits to minimize bends and deflections required for proper entrances. B. Unless otherwise indicated, support units on a level bed of crushed stone or gravel, graded from 1/2 -inch (12.5 -mm) sieve to No. 4 (4.75 -mm) sieve and compacted to same density as adjacent undisturbed earth. C. Elevation: In paved areas, set so cover surface will be flush with finished grade. Set covers of other enclosures 1 inch (25 mm) above finished grade. D. Install handholes and boxes with bottom below the frost line, 42" below grade. E. Install removable hardware, including pulling eyes, cable stanchions, cable arms, and insulators, as required for installation and support of cables and conductors and as indicated. Select arm lengths to be long enough to provide spare space for future cables, but short enough to preserve adequate working clearances in the enclosure. F. Field -cut openings for conduits according to enclosure manufacturer's written instructions. Cut wall of enclosure with a tool designed for material to be cut. Size holes for terminating fittings to be used, and seal around penetrations after fittings are installed. 3.5 PROTECTION A. Provide final protection and maintain conditions that ensure coatings, finishes, and cabinets are without damage or deterioration at time of Substantial Completion. Repair damage to galvanized finishes with zinc -rich paint recommended by manufacturer. END OF SECTION 16130 110296 -0 16130 -7 PARTI GENERAL 1.1 1.2 1.3 1.4 SECTION 16520 EXTERIOR LIGHTING RELATED DOCUMENTS 2011 APR -I PM 4: 54 CITY CLERK IOWA CITY,10WA A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. SUMMARY A. This Section includes the following: 1. Exterior luminaires with lamps and ballasts. 2. Externally- mounted photoelectric relays. DEFINITIONS A. CRI: Color- rendering index. B. LED: Light emitting diode C. Luminaire: Complete lighting fixture, including ballast housing if provided. SUBMITTALS A. Product Data: For each luminaire, and support component, arranged in order of lighting unit designation. Include data on features, accessories, finishes, and the following: 1. Physical description of luminaire, including materials, dimensions, effective projected area, and verification of indicated parameters. 2. Details of attaching luminaires and accessories. 3. Details of installation and construction. 4. Luminaire materials. 5. Photometric data based on laboratory tests performed in accordance with IESNA LM -79- 08, for each luminaire type, complete with indicated lamps, ballasts, and accessories. a. For indicated luminaires, photometric data shall be certified by a qualified independent testing agency. Photometric data for remaining luminaires shall be certified by manufacturer. b. Photometric data shall be certified by manufacturer's laboratory with a current accreditation under the National Voluntary Laboratory Accreditation Program for Energy Efficient Lighting Products. 110296 -0 16520 -1 6. Photoelectric relays. 7. Drivers, including energy - efficiency data. FILD 8. LED lumen maintenance data IESNA LM -80 approved methods, output, an energy - efficiency data. 9. Materials, dimensions, and finishes of poles. �� �� �� 54 10. Means of attaching luminaires to supports, and indication that attachmis, skjtLe, for components involved. ����� TT��t7,L�' ��(�}�WA B. Qualification Data: For agencies providing photometric data for lighting fixtures. C. Field quality- control test reports. D. Operation and Maintenance Data: For luminaires and poles to include in emergency, operation, and maintenance manuals. E. Warranty: Special warranty specified in this Section. 1.5 QUALITYASSURANCE A. Luminaire Photometric Data Testing Laboratory Qualifications: Provided by manufacturers' laboratories that are accredited under the National Volunteer Laboratory Accreditation Program for Energy Efficient Lighting Products. B. Luminaire Photometric Data Testing Laboratory Qualifications: Provided by an independent agency, with the experience and capability to conduct the testing indicated, that is compliant with IESNA LM -79 -08 approved methods. C. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. D. Comply with IEEE C2, "National Electrical Safety Code." E. Comply with NFPA 70. 1.6 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace products that fail in materials or workmanship; that corrode; or that fade, stain, perforate, erode, or chalk due to effects of weather or solar radiation within specified warranty period. Manufacturer may exclude lightning damage, hail damage, vandalism, abuse, or unauthorized repairs or alterations from special warranty coverage. Warranty Period for Luminaires: Five years from date of Substantial Completion. Warranty Period for Metal Corrosion: Five years from date of Substantial Completion. Warranty Period for Color Retention: Five years from date of Substantial Completion. Warranty Period for Lamps: Replace lamps and fuses that fail within 24> months from date of Substantial Completion; furnish replacement lamps and fuses that fail within the second 12 months from date of Substantial Completion. 110296 -0 16520 -2 PART 2 PRODUCTS FILED j 2.1 MANUFACTURERS 2011 APR - I PM 4: 54 A. Within Lighting Fixture Schedule on drawings, where titles below introductyfy thtfiring requirements apply to product selection: IOWA CITY. I 0kVfN Manufacturers: Subject to compliance with requirements, provide products by one of the manufacturers specified. 2.2 LUMINAIRES, GENERAL REQUIREMENTS A. Luminaires shall comply with UL 1598 and be listed and labeled for installation in wet locations by an NRTL acceptable to authorities having jurisdiction. B. Metal Parts: Free of burrs and sharp corners and edges. C. Housings: Rigidly formed, weather- and light -tight enclosures that will not warp, sag, or deform in use. Provide filter /breather for enclosed luminaires. D. Doors, Frames, and Other Internal Access: Smooth operating, free of light leakage under operating conditions, and designed to permit relamping with use of tamper prevention tools. Designed to prevent doors, frames, lenses, diffusers, and other components from falling accidentally during relamping and when secured in operating position. Doors shall be removable for cleaning or replacing lenses. E. Exposed Hardware Material: Stainless steel, tamper resistant fasteners. F. Plastic Parts: High resistance to yellowing and other changes due to aging, exposure to heat, and UV radiation. G. Reflecting surfaces shall have minimum reflectance as follows, unless otherwise indicated: 1. White Surfaces: 85 percent. 2. Specular Surfaces: 83 percent. 3. Diffusing Specular Surfaces: 75 percent. H. Lenses and Refractors Gaskets: Use heat- and aging- resistant resilient gaskets to seal and cushion lenses and refractors in luminaire doors. Luminaire Finish: Manufacturer's standard paint applied to factory- assembled and - tested luminaire before shipping. Where indicated, match finish process and color of pole or support materials. 2.3 EXTERNALLY - MOUNTED PHOTOELECTRIC RELAYS A. Comply with ANSI C136.10. 110296 -0 16520 -3 B. Contact Relays: Factory mounted, single throw, designed to fail in the on FL' tory set to turn light unit on at 1.5 to 3 fc (16 to 32 lx) and off at 4.5 to 10 fc (48Ito IL 15- second minimum time delay. Relay shall have directional lens in front of photocell to prevent artificial light sources from causing false turnoff. 2011 APR — I PM 4: 54 1. Adjustable stein with '/2"- 14N PT stem. CITY CLERK( 2. Adjustable window slide for adjusting on -off set points. 1014A CITY, IMMA 2.4 LED L UMINAIRE A. CRI 85 (minimum), color temperature 4100 K, and average rated life of 60,000 hours, minimum at 25 degree C ambient based on LED manufacturers supplied LM -80 data and in -situ laboratory testing. B. Certified to meet UL 1598 standards for wet location and 40 degree C ambient.. PART 3 EXECUTION 3.1 3.2 L UMINAIRE INSTALLATION A. Fasten luminaire to indicated structural supports. 1. Use fastening methods and materials selected to resist seismic forces defined for the application and approved by manufacturer. B. Adjust luminaires that require field adjustment or aiming. C. Adjust photoelectric control device to prevent false operation of relay by artificial light sources. CORROSION PREVENTION A. Aluminum: Do not use in contact with earth or concrete. When in direct contact with a dissimilar metal, protect aluminum by insulating fittings or treatment. B. Steel Conduits: Comply with Division 16 Section 16130 "Raceway and Boxes for Electrical Systems." In concrete foundations, wrap conduit with 0.010 -inch- (0.254 -mm -) thick, pipe - wrapping plastic tape applied with a 50 percent overlap. 3.3 GROUNDING A. Ground metal supports and raceways in accordance with National Electrical Code. 3.4 FIELD QUALITY CONTROL A. Inspect each installed fixture for damage. Replace damaged fixtures and components. 110296 -0 16520 -4 B. Illumination Observations: Verify normal operation of lighting units afte t Ilin lit maires and energizing circuits with normal power source. b 1. Verify operation of photoelectric controls. ZOi l APR _ t PM G: 54 C. Illumination Tests: CITY CLERK 1. Measure light intensities at night. Use photometers with calibraEQW44TKA ST standards. Comply with the following IESNA testing guide(s): a. IESNA LM -5, 'Photometric Measurements of Area and Sports Lighting." b. IESNA LM -50, 'Photometric Measurements of Roadway Lighting Installations." C. IESNA LM -52, 'Photometric Measurements of Roadway Sign Installations." d. IESNA LM -64, 'Photometric Measurements of Parking Areas." e. IESNA LM -72, "Directional Positioning of Photometric Data." D. Prepare a written report of tests, inspections, observations, and verifications indicating and interpreting results. If adjustments are made to lighting system, retest to demonstrate compliance with standards. END OF SECTION 16520 110296 -0 16520 -5 NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT AND ESTIMATED COST FOR THE IOWA RIVER TRAIL — NAPOLEON TO TRUEBLOOD 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 Iowa River Trail — Napoleon to Trueblood Project in said city at 7:00 p.m. on the 19th day of April, 2011, 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 the 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 lyd - 4e (D Prepared by: Jason Havel, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240, (319)356-5410 RESOLUTION NO. 11 -93 RESOLUTION SETTING A PUBLIC HEARING ON APRIL 19TH, 2011 ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE IOWA RIVER TRAIL - NAPOLEON TO TRUEBLOOD PROJECT, DIRECTING CITY CLERK TO PUBLISH NOTICE OF SAID HEARING, AND DIRECTING THE CITY ENGINEER TO PLACE SAID PLANS ON FILE FOR PUBLIC INSPECTION. WHEREAS, funds for this project are available in the Terry Trueblood Rec Area Tail Connection account # 4221. 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 April, 2011, 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 day of April , 2011 AAA- X11 MAYOR Approved by ATTEST: 20M2 ,4t -_ 2, J CITY-CLERK City Attorney's Office 3� .1 gl j Pweng /res/truebloodproj- setph. doc 3/11 Resolution No. 11 -93 Page It was moved by champion and seconded by ni rkanc the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: x Bailey _x_ Champion x Dickens x Hayek x _ Mims x Wilburn x_ Wright wpdata/glossary/resolution- io.doe Prepared by: Jason Havel, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356 -5410 RESOLUTION NO. 11 -140 RESOLUTION APPROVING PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE IOWA RIVER TRAIL — NAPOLEON TO TRUEBLOOD PROJECT, ESTABLISHING AMOUNT OF BID SECURITY TO ACCOMPANY EACH BID, DIRECTING CITY CLERK TO PUBLISH NOTICE TO BIDDERS, AND FIXING TIME AND PLACE FOR RECEIPT OF BIDS. WHEREAS, notice of public hearing on the plans, specifications, form of contract and estimate of cost for the above -named project was published as required by law, and the hearing thereon held; and WHEREAS, funds for this project are available in Terry Trueblood Rec Area Trail Connection account #4221. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA THAT: 1. The plans, specifications, form of contract and estimate of cost for the above -named project are hereby approved. 2. The amount of bid security to accompany each bid for the construction of the above -named project shall be in the amount of 10% (ten percent) of bid payable to Treasurer, City of Iowa City, Iowa. 3. The City Clerk is hereby authorized and directed to publish notice, not less than 4 and not more than 45 days before the date for filing the bids, for the receipt of bids for the construction of the above - named project in a newspaper published at least once weekly and having a general circulation in the city. 4. Sealed bids for the above -named project are to be received by the City of Iowa City, Iowa, at the Office of the City Clerk, at the City Hall, before 2:30 p.m. on the 12th day of May, 2011. At that time, the bids will be opened by the City Engineer or his designee, and thereupon referred to the City Council of the City of Iowa City, Iowa, for action upon said bids at its next regular meeting, to be held at the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, at 7:00 p.m. on the 17th day of May, 2011, or at a special meeting called for that purpose. Passed and approved this 19th day of April 20_11 _ y A MAYOR Approved by ATTEST: �� (l?�G�i1l� 9� ��_% 61 f,9 AILIAA City CTe-Trk City Attorney's Office Pweng /res/truebloodrec area - appp &s.doc 4/11 i5 Resolution No. 11 -140 Page 2 It was moved by* Champion and seconded by Dickens the Resolution be adopted, and upon roll call there were: AYES: X X x_ x_ x wpdata/g lossary/resolution -ic. doc NAYS: ABSENT: Bailey Champion Dickens Hayek Mims Wilburn Wright NOTICE TO BIDDERS IOWA RIVER TRAIL — NAPOLEON TO TRUEBLOOD PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 2:30 P.M. on the 12th day of May, 2011. Sealed proposals will be opened immediately thereafter by the City Engineer or designee. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 7:00 P.M. on the 17th day of May, 2011, or at special meeting called for that purpose. The Project will involve the following: Construction of a 10 -foot wide 6" thick PCC recreation trail approximately 0.5 miles from Napoleon Park to Terry Trueblood Recreation area. All work is to be done in strict compliance with the plans and specifications prepared by Shive- Hattery, Inc., of Iowa City, Iowa, which have heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk. Each proposal shall be completed on a form furnished by the City and must be accompanied in a sealed envelope, separate from the one containing the proposal, by a bid bond executed by a corporation authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10) calendar days of the City Council's award of the contract and post bond satisfactory to the City ensuring the faithful performance of the contract and mainte- nance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. Bid bonds of the lowest two or more bidders may be retained for a period of not to exceed fifteen (15) calendar days following award of the contract, or until rejection is made. Other bid bonds will be returned after the canvass and tabulation of bids is completed and reported to the City Council. 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, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of five (5) year(s) from and after its completion and formal acceptance by the City Council. The following limitations shall apply to this Project: Completion Date: September 1, 2011 Specified Start Date: June 1, 2011 Liquidated Damages: $200 per day The plans, specifications and proposed contract documents may be examined at the office of the City Clerk. Copies of said plans and specifi- cations and form of proposal blanks may be secured at the City of Iowa City, City Engineer's office, by bona fide bidders. A $35 refundable fee is required for each set of plans and specifications provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to the City of Iowa City. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of minority contractors can be obtained from the Iowa Department of Economic Development at (515) 2424721 and the Iowa Department of Transportation Contracts Office at (515) 239- 1422. Bidders shall list on the Form of Proposal the names of persons, firms, companies or other parties with whom the bidder intends to subcon- tract. This list shall include the type of work and approximate subcontract amount(s). The Contractor awarded the contract shall submit a list on the Form of Agreement of the proposed subcontractors, together with quanti- ties, unit prices and extended dollar amounts. By virtue of statutory authority, preference must be given to products and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully re- quired under Iowa Statutes. The Iowa reciprocal resident bidder preference law applies to this Project. The City reserves the right to reject any or all proposals, and also reserves the right to waive technicalities and irregularities. Published upon order of the City Council of Iowa City, Iowa. MARIAN K. KARR, CITY CLERK STATE OF IOWA Counties of Limn and Johnson ss. Notary Public in and for the State of Iowa A MyC.omMINIMS June 11, 2011 ' I, Tian McDougall, do state that I am the publisher of PUBLIC NOTICE OF STORM WATER DISCHARGE to THE GAZETTE a daily newspaper of general The City of Iowa City, Iowa, plans submit a Notice of Intent to the Iowa Department of Natural Resources to , circulation in Linn and Johnson Counties, in Iowa. be covered under the NPDES General Permit No. 2 Storm Water Discharge . The notice, a printed copy of which is attached, was Associated with Industrial Activity for Construction Activities. inserted and published in THE GAZETTE newspaper The storm water discharge will be from grading and trail and storm sewer construction for the Iowa River Trail - in the issue(s) of April 25th, 2011 Napoleon to Trueblood prolect located in the SW 1/4 and SE 1/4 of Section 22, Township 79 North, Range 6 West, Johnson County. The reasonable fee for publishing said notice is Storm water will be discharged from multiple point sources and will be dis- $15.81 charged to the following streams: Iowa River. Comments may be submitted to the - ;Storm Water Discharge Coordinator, Iowa Department of Natural Resour- ces, Environmental Protection Divi- sion, 502 E. 9th Street, Des Moines, IA 50319 -0034. The Public may review the Notice of Intent ,from '8 a.m.`to 4:30 ! p.m., Monday through Friday, at the above address after it has been re- ceived by the department, Iowa River Trail - Napoleon Park to the Terry Trueblood Recreation Area, ' Iowa City, IA ' - Public Notice of Storm Water Dis- charge r This instrument was acknowledged by Tim McDougall before me on April 25th, 2011 Notary Public in and for the State of Iowa A MyC.omMINIMS June 11, 2011 ' Printer's Fee CERTIFICATE OF PUBLICATION STATE OF IOWA, JOHNSON COUNTY, SS: THE IOWA CITY PRESS - CITIZEN FED.ID #42- 0330670 RTT . _� being duly sworn, say that I am the legal clerk of the IOWA CITY PRESS - CITIZEN, a newspaper published in said county, and that a notice, a printed copy of which is hereto attached, was published in said paper _/_ time(s), on the following date(s): WN / / Subscribed and sworn to be flare me this 015'x`' day of A.D.. 20–jj—. e LINQ4 73261 * � OO"p OFFICIAL PUBLICATION PUBLIC NOTICE OF STORM WATER DISCHARGE The City of Iowa City, Iowa, plans to submit a Notice of Intent to the Iowa Department of Natural Resources to be covered under the NPDES General Permit No. 2 Storm Water Discharge Associated with Industrial Activity for Construction pctiyities. -` The storm water discharge will be from grading and trail and storm sewer construction for the Iowa River Trail — Napoleon to Trueblood project located in the SW 1/4 and SE 1/4 of Section 22, Township 79 North, Range 6 West, Johnson County. Storm water will be discharged from multiple point sources and will be discharged to the following streams: Iowa River. Comments may be submitted to the Storm Water Discharge Coordinator, Iowa Department of Natural Resources, Environmental Protection Division, 502 E. 9th Street, Des Moines, IA 50319 -0034. The public may review the Notice of Intent from 8 a.m. to 4:30 p•m•,'' Monday through Friday, at the`' above address after it has been received by She department. Iowa River Trail — Napoleon Park to the Terry Trueblood Recreation Area, Iowa City, IA Public Notice of Storm Water Discharge 82945 April 25, 2011 Printer's Fee $ Ll • e�� CERTIFICATE OF PUBLICATION STATE OF IOWA, JOHNSON COUNTY, SS: THE IOWA CITY PRESS - CITIZEN FED.ID #42- 0330670 I, K06 1E2 ScJlkK�c'�. being duly sworn, say that I am the legal clerk of the IOWA CITY PRESS- CITIZEN, a newspaper published in said county, and that a notice, a printed copy of which is hereto attached, was published in said paper time(s), on the following date(s):. T• Legal 4 k Subscribed and sworn to before me this QU4*- day of A.D. 20 l 1 Notary Public UP" Olr� ills -A xm=469t�fw OFFICIAL PUBLICATION . PUBLIC NOTICE OF STORM WATER DISCHARGE The City of Iowa City, Iowa, plans to submit a Notice of Intent to the Iowa Department of Natural Resources to be covered under the NPDES General Permit No. 2 Storm Water Discharge Associated with Industrial Activity for Construction Activities. The storm water discharge will be from grading and trail and storm sewer construction for the Iowa River Trail — Napoleon to Trueblood project located in the SW 1/4 and SE 1/4 of Section 22, Township 79 North, Range 6 West, Johnson County. Storm water will be discharged from multiple point sources and will be discharged to the following streams: Iowa River. Comments may be submitted to the Storm Water Coordinator, Iowa Department of Natural Resources, Environmental Protection Division, 502 E. 9th Street, Des Moines, IA 50319 -0034. The public may review the Notice of Intent from 6 a.m. to 4:30 p the Monday through Friday, at above address after it has been received by the department. Iowa River Trail — Napoleon Park to the Terry Trueblood Recreation Area, Iowa City, IA Public Notice of Storm Water Discharge 82945 April 25, 2011 Subscribed and sworn to befo me this Q'�4— day of A.D. 20 lI Notary Public LINDA KROTZ Corrutti�io� N�� 73161 OFFICIAL PUBLICATION Printer's Fee NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT AND CERTIFICATE OF PUBLICATION ESTIMATED COST FOR THE IOWA RIVER TRAIL – NAPOLEON TO TRUEBLOOD PROJECT OF IOWA STATE OF IOWA, CITY, IOWA TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO JOHNSON COUNTY, SS: OTHER INTERESTED PERSONS: Public notice is hereby given that the City Council of the City of Iowa THE IOWA CITY PRESS - CITIZEN City, Iowa, will conduct a public hearing on plans, specifications, form of contract and estimated cost FED.ID #42- 0330670 for the construction of the Iowa River Trail – Napoleon to Trueblood I, �D6f.1C SI.•�AeQ?'Z , Project in said city at 7:00 p.m. on the 19th day of April, 2011, said meeting to be held in the Emma J. Harvat Hall in the City Hall, 410 E. being duly that I am g y sworn, say Washington Street in said city, or if said meeting is cancelled, at the the legal clerk of the IOWA CITY g next meeting of the City Council thereafter as posted by the City PRESS - CITIZEN, a newspaper Clerk. Said plans, specifications, form of published in said county, and contract and estimated cost are now on file in the office of the City that a notice, a printed copy of Clerk in the City Hall in Iowa City, Iowa, and may be inspected by any which is hereto attached, was published in said paper interested persons. Any interested persons may appear at said meeting of the City Council for the purpose of making time(s), on the following date(s): objections to and comments con- cerning said plans, specifications, contract or the cost of making said (i— 2.4(( 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 Legal k 82600 April 11, 2011 Subscribed and sworn to befo me this Q'�4— day of A.D. 20 lI Notary Public LINDA KROTZ Corrutti�io� N�� 73161 � 27 W4 Printer's Fee $ 1, a.83 CERTIFICATE OF PUBLICATION STATE OF IOWA, JOHNSON COUNTY, SS: THE IOWA CITY PRESS - CITIZEN FED.ID #42- 0330670 I, 906100a - <Wmr -2, being duly sworn, say that I am the legal clerk of the IOWA CITY PRESS - CITIZEN, a newspaper published in said county, and that a notice, a printed copy of which is hereto attached, was published in said paper time(s), on the following date(s): L Legal C k Subscribed and sworn to be e me this 5`"— day of A.D. 20—V--. Notary Public UNQA KROTZ 0" Nll 14 WIN poi. In OFFICIAL PUBLICATION Specified Start Date: June 1, 2011 Liquidated Damages: $200 per NOTICE TO BIDDERS IOWA RIVER TRAIL — day The plans, specifications and pro - NAPOLEON TO TRUEBLOOD posed contract documents may be PROJECT examined at the office of the City Sealed proposals will be received Clerk. Copies of said plans and by the City Clerk of the City of Iowa specifications and form of proposal City, Iowa, until 2:30 P.M. on the 12th day of May, 2011. Sealed pro - blanks may be secured at the City of Iowa City, City Engineer's office, posals will be opened immediately thereafter by the City Engineer or by bona fide bidders. A$35 refundable fee is required for designee. Bids submitted by fax each set of plans and specifications machine shall not be deemed a provided to bidders or other inter - "sealed bid" for purposes of this ested persons. The fee shall be in Project. Proposals received after the form of a check, made payable this deadline will be returned to the bidder unopened. Proposals will be to the City of Iowa City. Prospective bidders are advised acted upon by the City Council at a that the City of Iowa City desires to meeting to be held in the Emma J. employ minority contractors and Harvat Hall at 7:00 P.M. on the 17th subcontractors on City projects. A day of May, 2011, or at special listing of minority contractors can be meeting called for that purpose. The Project will involve the follow - obtained from the Iowa Department of Economic Development at (515) ing: 242 -4721 and the Iowa Department Construction of a 10 -foot wide 6" of Transportation Contracts Office thick PCC recreation trail approxi- mately 0.5 miles from Napoleon at (515) 239 -1422. Bidders shall list on the Form of Park to Terry Trueblood Recreation Proposal the names of persons, area. firms, companies or other parties All work is to be done in strict com- pliance with the plans and specifi- with whom the bidder intends to subcontract. This list shall include cations prepared by Shive- Hattery, the type of work and approximate Inc., of Iowa City, Iowa, which have subcontract amount(s). heretofore been approved by the The Contractor awarded the con - City Council, and are on file for pub- tract shall submit a list on the Form lic examination in the Office of the of Agreement of the proposed sub - City Clerk. contractors, together with quanti- ties, unit prices and extended dollar Each proposal shall be completed on a form furnished by the City and amounts. By virtue of statutory authority, must be accompanied in a sealed preference must be given to prod - ucts and provisions grown and coal envelope, separate from the one containing the proposal, by a bid produced within the State of Iowa, bond executed by a corporation and to Iowa domestic labor; to the extent lawfully required under Iowa authorized to contract as a surety in the State of Iowa, in the sum of 10% Statutes. The Iowa reciprocal resi- of the bid. The bid security shall be dent bidder preference law applies made payable to the TREASURER OF THE CITY OF IOWA CITY, to this Project. The City reserves the right to reject IOWA, and shall be forfeited to the City of Iowa City in the event the any or all proposals, and also reserves the right to waive techni- successful bidder fails to enter into a contract within ten (10) calendar calities and irregularities. Published upon order of the City Jays of the City Council's award of Council of Iowa City, Iowa. MARIAN K. KARR, CITY CLERK the contract and post bond satisfac- tory to the City ensuring the faithful 82950 April 25, 2011 performance of the contract and maintenance of said Project, if required, pursuant to the provi- sions of this notice and the other contract documents. Bid bonds of the lowest two or more bidders may be retained for a period of not to exceed fifteen (15) calendar days following award of the contract, or until rejection is made. Other bid bonds will be returned after the can- vass and tabulation of bids is com- pleted and reported to the City Council. The successful bidder will be required to furnish a bond in an amount equal to one hundred per- cent (100 %) of the contract price, said bond to be issued by a respon- sible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and dam- ages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improve- ment for a period of five (5) year(s) from and after its completion and formal acceptance by the City Council. The following limitations shall apply to this Project: Completion Date: September 1, 2011 Prepared by: Jason Havel, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240 (319)356 -5410 RESOLUTION NO. 11 -181 RESOLUTION AWARDING CONTRACT AND AUTHORIZING THE MAYOR TO SIGN AND THE CITY CLERK TO ATTEST A CONTRACT FOR CONSTRUCTION OF THE IOWA RIVER TRAIL - NAPOLEON TO TRUEBLOOD PROJECT. WHEREAS, Metro Pavers, Inc. of Iowa City, Iowa has submitted the lowest responsible bid of $182,307.75 for construction of the above -named project; and WHEREAS, funds for this project are available in the Terry Trueblood Recreation Area Trail Connection account # 4221. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: 1. The contract for the construction of the above -named project is hereby awarded to Metro Pavers, Inc., subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. 2. The Mayor is hereby authorized to sign and the City Clerk to attest the contract for construction of the above -named project, subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. 3. The City Engineer is authorized to execute change orders as they may become necessary in the construction of the above -named project. Passed and approved this 17th day of May , 20 i ATTEST: CI LERK MAYOR Approved by N City Attorney's Office 6 /-?/// It was moved by Mims and seconded by Wilburn the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: X Bailey x Champion X Dickens X Hayek X Mims X Wilburn X Wright pweng /res /awrdcon -1 RT4221. doc U FORM OF AGREEMENT THIS AGREEMENT is made and entered into by and between the City of Iowa City, Iowa ( "City "), and Metro Pavers Inc. ( "Contractor") Whereas Shive - Hattery, Inc. has prepared certain plans dated the 13th day of April, 2011 and specifications, proposal and bid documents dated the 31St day of March, 2011, for the Iowa River Trail — Napoleon to Trueblood Project ( "Project "), and Whereas, said plans, specifications, proposal and bid documents accurately and fully describe the terms and conditions upon which the Contractor is willing to perform the Project. NOW, THEREFORE, IT IS AGREED: 1. The City hereby accepts the attached proposal and bid documents of the Contractor for the Project, and, for the sums listed therein. 2. This Agreement consists of the following component parts which are incorporated herein by reference: a. Addenda Numbers 1 b. "Standard Specifications for Highway and Bridge Construction gSeries of 2009, Iowa Department of Transportation, as amended; Vic? _n C. Plans; r M M d. Specifications and Supplementary Conditions; e. Notice to Bidders; cn ­J f. Note to Bidders; g. Performance and Payment Bond; h. Restriction on Non - Resident Bidding on Non - Federal -Aid Projects; i. Contract Compliance Program (Anti- Discrimination Requirements); j. Proposal and Bid Documents; and k. This Instrument. The above components are deemed complementary and should be read together. In the event of a discrepancy or inconsistency, the more specific provision shall prevail. AG -1 1 3. The names of subcontractors approved by City, together with quantities, unit prices, and extended dollar amounts, are as follows (or shown on an attachment): Arlvaviaod � lectro-ca( V�6e-5 4- 1 S90, co �r. r 4�& q7 q, jS leve Vlr� L m e, i G C �W1�1`T`I C� I V (� S• ��1 3 I U 4. Payments are to be made to the Contractor in accordance with the Supplementary Conditions. DATED this /Y 7W day of 20—!L. 9tA k-.V ��- Mayor ATTEST: City Clerk AG -2 ATTEST: Title P t ) �1 n�► e er- (Company 15fficial) Approved By: City Attorney's Office ■ I PERFORMANCE AND PAYMENT BOND Bond #2135580 Metro Pavers Inc.. 101 Southgate Avenue Iowa City, IA 52240 , as (insert the name and address or legal title of the Contractor) Principal, hereinafter called the Contractor and North American Specialty (insert the legal title of the Surety) Insurance Company , as Surety, hereinafter called the Surety, are held and firmly bound unto the City of Iowa City, Iowa, as obligee, hereinafter called the Owner, in the amount of one hundred eighty two thousand three hundred seven and seventy five hundredth Dollars ($182,307.75) for the payment for which Contractor and Surety hereby bind themselves, their heirs, executors, administrators, successors and assigns, Nntly and severally. WHEREAS, Contractor has, as of May 12, 2a 1 entered into a (d written Agreement with Owner for the Iowa River Trail — Napoleon to Trueblood Projects tad WHEREAS, the Agreement requires execution of this Performance and Payment Bonito be completed by Contractor, in accordance with plans and specifications prepared by , which Agreement is by reference made a part hereof, and the agreed -upon work is hereafter referred to as the Project. NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION are such that, if Contractor shall promptly and faithfully perform said Agreement, then the obligation of this bond shall be null and void; otherwise it shall remain in full force and effect until satisfactory completion of the Project. A. The Surety hereby waives notice of any alteration or extension of time made by the Owner. B. Whenever Contractor shall be, and is declared by Owner to be, in default under the Agreement, .the Owner having performed Owner's obligations thereunder, the Surety may promptly remedy the default, or shall promptly: 1. Complete the Project in accordance with the terms and conditions of the Agreement, or 2. Obtain a bid or bids for submission to Owner for completing the Project in accordance with the terms and conditions of the Agreement; and upon determina- tion by Owner and Surety of the lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available, as work progresses (even though there may be a default or a succession of defaults under the Agreement or subsequent contracts of completion arranged under this paragraph), sufficient funds to pay the cost of completion, less the balance of the Contract Price, but not PBA s exceeding the amount set forth in the first paragraph hereof. The term "balance of the Contract Price," as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Agreement, together with any addenda and /or amendments thereto, less the amount properly paid by Owner to Contractor. C. The Contractor and Contractor's Surety shall be obligated to keep the improvements covered by this bond in good repair for a period of five (5) years from the date of formal acceptance of the improvements by the Owner. D. No right of action shall accrue to or for the use of any person, corporation or third party other than the Owner named herein or the heirs, executors, administrators or successors of Owner. IT IS A FURTHER CONDITION OF THIS OBLIGATION that the Principal and Surety, in accordance with provisions of Chapter 573, Code of Iowa, shall pay to all persons, firms or corporations having contracts directly with the Principal, including any of Principal's subcontrac- tors, all claims due them for labor performed or materials furnished in the performance of the Agreement for whose benefit this bond is given. The provisions of Chapter 573, Code of Iowa, are a part of this bond to the same extent as if it were expressly set out herein. SIGNED AND SEALED THIS 31st 2011 . IN THE PRESENCE OF: Witness PB -2 9. C-) DAY OF May v P' p (Title) (Surety) Storly-In Fact (Title) 421 4th Avenue SE (Street) Cedar Rapids, IA 52403 (City, State, Zip) 319 - 739 -1236 (Phone) NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under laws of the State of New Hampshire, and having its principal office in the City of Manchester, New Hampshire, and Washington International Insurance Company, a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Schaumburg, Illinois, each does hereby make, constitute and appoint: DUANE J. SMITH, ROBERT L. KOLLSMITH, MICHELLE R. GRUIS, JACQUELINE K. PETERS, DEBORAH D. HAHN, JENNIFER A. ADAMS, STACY A. HAUSKINS, M. LYNN KIMBLE and TIMOTHY J. FOLEY JOINTLY OR SEVERALLY Its true and lawful Attorney(s) -in -Fact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: FIFTY MILLION ($50,000,000.00) DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 24th of March, 2000: "RESOLVED, that any two of the Presidents, any Managing Director, any Senior Vice President, any Vice President, any Assistant Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached." v�� \uuuutu �� saaur ...JTY, � S10NA( 6 : �PPOiJ.jT�G �— B RPO ��S a YJ' Y 2' 40....T�G Steven P. Anderson, President & Chief Executive officer of Washington International Insurance Company 2 SEAL •7�, 1979 t & Senior Vice President of North American Specialty Insurance Company %r�y A, MPb��y; By David M. Layman, Senior Vice Presiden (of Washington International Insurance Company nns & Vice President of North American Specialty Insurance Company r-41 C--.) IN WITNESS WHEREOF, North American Specialty Insurance Company and Washington International InsurarCompanlave ctheir official seals to be hereunto affixed, and these presents to be signed by their authorized officers this 22nd day of l eeem t 10 . sawasa �1 North American Specialty Insurance Company Washington International Insurance Company 't3 State of Illinois ss: ..,. County of Cook, On this 22ndday of December 2010 'before me, a Notary Public personally appeared Steven P. Anderson , sident and CEO of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and Dav d M. Layman , Senior Vice President of Washington International Insurance Company and Vice President of North American Specialty Insurance Company, personally known to me, who being by me duly sworn, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their resDective companies. r "OFFICIAL SEAL" DONNA D. SKLENS Notary Public, State of 111Mis My Commission Fires 11)(0020 11 Donna D. Sklens, Notary Public I, James A. Carpenter the duly elected Assistant Secretary of North American Specialty Insurance Company and Washington International Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington International Insurance Company, whhiyc�h- is still in full force and effect. IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies thi" "day of 20 ( / . L `� 7 4c James A. Carpenter, Vice President & Assistant Secretary of Washington International Insurance Company & North American Specialty Insurance Company 5d(6) Prepared by: Jason Havel, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240 (319)356 -5410 RESOLUTION NO 12 -8 RESOLUTION ACCEPTING THE WORK FOR THE IOWA RIVER TRAIL - NAPOLEON TO TRUEBLOOD PROJECT WHEREAS, the Engineering Division has recommended that the work for construction of the Iowa River Trail - Napoleon to Trueblood Project, as included in a contract between the City of Iowa City and Metro Pavers, Inc. of Iowa City, Iowa, dated June 14, 2011, be accepted; and WHEREAS, the Engineer's Report and the performance and payment bond have been filed in the City Clerk's office; and WHEREAS, funds for this project are available in the Terry Trueblood Rec Area Trail Connection account #4221; and WHEREAS, the final contract price is $180,154.13. 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 10th day of January -,20 12 l2 �^ MAYOR Approved by ATTEST: -,4"a � CITY CLERK City Attorney's Office ,(Z 112 It was moved by champion and seconded by Mime the Resolution be adopted, and upon roll call there were: AYES: X x x x x x pweng /res/iarivtrail - napoleontrueblood - acptwork.doc 12/11 NAYS: ABSENT: Champion Dickens Dobyns Hayek Mims Payne Throgmorton w o I C N z � w �O J QN 3:Ln U TO Q� �co o� LO r O � I U (n 7" z O U U z DE U T� - 11 I l _ T i I — PARK at 16 IOWA DEPARTMENT OF TRANSPOTAT &ON PI�AINN.N IN G, PROGRAMMIN G, AND MODAL DN49NSN NL E Q JOHNSON COUNTY URBAN TR&L SYSTEM CITY ONE 0NA CNTY, 0WA 2011 ICI 14 AM CLERK 32 Cil'1' CLERt; PLANS OF PROPOSED IMPROVEMENTS FOR: IOVIA CITY, IMPIA LOCATION MAP SCALE Miles 0 112 1 MILEAGE SUMMARY ob -1 19 09 -2] -94 DIV. LOCATION LIN. FT. MILES - NAPOLEON TO TRUEBLOOD CUT EXISTING CONDITIONS AND DEMOLITION PLAN 'O STA. 10 150 TO 28 +95 1;545 0.349 - McCOLLISTER NORTH WALK ACCESS ONE C5.1 EARTHWORK, SURVEY CONTROL, AND ALIGNMENT INFORMATION STA. 40 +40 TO 43 +82 342 0.065 THIVE— t—IATCCRY ENGLISH 10' A RI ER TR 1 FROM l N e ROLEO PARK TO TRUEBLOODD 11ECREAT0N AREA , AL G IOWA RIVER 1If nI II PCC TRAIL SRT - 3715(646)- -9H -52 SCALES: AS NOTED THIS PftOJECi IS COVERED DY CITY OF IOWA CITY FLOOD PLAIN DEVELOPMENT PERMIT FLD17 -00005 THIS PROJECT IS COVERED BY THE IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT NO. 2. THE CONTRACTOR SHALL CARRY OUT THE TERMS AND CONDITIONS OF GENERAL PERMIT NO. 2 AND THE STORM WATER POLLUTION PREVENTION PLAN WHICH IS A PART OF THESE CONTRACT DOCUMENTS. REFER TO SECTION 2602 OF THE IOWA DOT STANDARD SPECIFICATIONS FOR ADDITIONAL INFORMATION. APPROVED FOR LETTING CITY ENGINEER OF IOWA CITY, IA DATE REVISIONS INDEX OF SHEETS TOTAL SHEETS 19 PROJECT NUMBER SRT- 3715(646) -9H -52 R.O.W. PROJECT NUMBER KEVIN P. ':C PROJECT IDENTIFICATION NUMBER STORMWATER POLLUTION PREVENTION PLAN REVISIONS INDEX OF SHEETS FESslo�yq A1.1 TITLE SHEET AND PLAN CERTIFICATIONS prepared by me or under my direct personal supervision 81.1 LEGEND AND TYPICAL SECTIONS KEVIN P. ':C CO.1 -00.3 STORMWATER POLLUTION PREVENTION PLAN CUT EXISTING CONDITIONS AND DEMOLITION PLAN 'O C3.1 -C3.3 PLAN AND PROFILE YYA C4.1 PAVING DETAILS ONE C5.1 EARTHWORK, SURVEY CONTROL, AND ALIGNMENT INFORMATION _= –_ - E1.1 ELECTRICAL PLAN DETAILS —�–" CALL TM E4.1 ELECTRICAL SYMBOLS, NOTES, FIXTURE SCHEDULE AND DETAILS. WI.1 –WI.4 CROSS– SECTIONS: IOWA RIVER TRAIL X1.1 –XL2 CROSS – SECTIONS: MCCOLLISTER NORTH 1 -800- 292 -8989 The Olaeiee as sho.n m till, dro.ing .ere de,aloped Lem the Information a,a''eble. This is net Implied n intended to be the complete *memory of litanies in this urea it is the tlienls /cantraclws respons Uilty to ,ily the lomnon of .1 utilities (.hether 'E.. o not) and protect sod ot.ilies from any mmage- FESslo�yq I hereby certify that this engineering document was ........... ,•• I prepared by me or under my direct personal supervision , el and that I am a duly licensed Professional Engineer under KEVIN P. ':C the lows of the State of Iowa. TROM 12866 ZZO) Signature Dote KEVIN P. TROM, P.E. • f' Printed or Typed. Nome "•1�. y/OWpI My license renewal dote is December 31, LUI I Pages or sheets covered by this seal: A1.1, 39.1, COA -00.3 Cl.l C31 -C33 C41 C5.1 W1.1 -W.4, X1.1 -X1.2 FISCAL YEAR 2011 CITY OF IOWA CITY -SSI0 I hereby certify that this engineering document was �Nq prepared by me or under my direct personal supervision Q�: °• ° ° °° ° °• =�cf` and that I am a duly licensed Professional Engineer under ,• %A� the lows of the State of Iowa. JAKEJ. E HENKLE 12668 ! e JAKE J. HENKLE, P.E. Dole Printed or Typed Name �`°'�'•• °�• °•. °�1 ••• My license renewal dote is December 31, 2012 Pages or s pets covered by this seal: El.1 E4.1 PROJECT NUMBER SRT- 3715(646)- -9H -52 SHEET NUMBER A1.1 w o I CD N Z F— w CD Q N L(-) O 1 _J L- Y Cp Q d J '? (O O TO Ln O Flo � I O (n O 1 11114114 VAN Lei 1 � 4 - J IT - - -1 - - PARX or or [Eq ///fTERRY U RECREATION AREA UWA DEPARTMENT OF TRANSPORTATUN PLAWNG AND PROD AMMO NG DIVUON JOHNSON ,y@@ COUNTY UTY O U W ppi�pp A UTY, U W pp��pp A PLANS OF PROPOSED IMPROVEMENTS FOR: Mlles 0 1/2 1 MILEAGE SUMMARY os -1 19 D9 -2] -94 DIV. LOCATION LIN_ FT. MILES - N OLEON TO TRUEBLOOD v HENKLE m l" s; ure Date JAKE J. HENKLE, P. E. 12668 STA . 10 +50 TO 28 +95 1;845 0.349 - McCOLLISTER NORTH WALK ACCESS by this seal: E1.1, E4.1 STA. 40 +40 TO 43 +82 342 0.065 SHIVCFIATTERY ENGLISH RI` E' T RAC L- FROM NAPOLEON PARK TO TRUEQLOOC RECREATUN AREA ALONG 1O WA RI 'ER PCC TRAIL SRT- 3715(646) -9H- SCALES: AS NOTE FLOODRP JEC DEVELOPM D BY CITY OF IOWA CTY 0 FFLD11 -0 105 THIS PROJECT IS COVERED BY THE IOWA DEPARTMENT Of NATURAL RESOURCES NPDES GENERAL PERMIT NO. 2. THE CONTRACTOR SHALL CARRY OUT THE TERMS AND CONDITIONS OF GENERAL PERMIT NO. 2 AND THE STORM WATER POLLUTION PREVENTION PLAN WHICH IS A PART OF THESE CONTRACT DOCUMENTS. APPROVED FOR LETTING [� / . r� 313111 CITY ENGINEER OF IOWA CITY, IA DATE ESS� /0 KEVIN P. THOM 12866 Pages or sheets covered C31 -C3.3. C4.1. C NO. A1.1 81.1 CO.1 -CO.3 CIA 1 A C3.1 -C3.3 C4.1 ONE ElA IP►. - _ E1.1 -- CALL E4.1 -W1.4 XL1 -X . 1 -800- 292 -8989 The UFlilies or sho.n on this hoeing xere developed from the information omioble, This is not implied nor Intended to be the complete Inventory of utiTties in this ore.- It is the clients /contractors responsPoIDty to serify the location of 0'1 Uti hiss (ehelher shoe" or not and D,.trct sad utrities from any damage I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. Signoture Dote KEVIN P. TROM, P.E. Printed or Typed Name My license renewal date is December 31, 2011 v this seal: A1.1, 131.1, CO.1 -CO .3 C1.1 FISCAL YEAR 2011 REVISIONS STANDARD ROAD PLANS 105 -a I] -o3 -ss Tf. Wce ?g sho,' C. RroC %ans sMl ke cvrs'abN c[ - _.e to [m[W[L'rtn ebk an IF "s poj[cL NUMBER F DATE UMBERT DATE NUMBER DATE INDEX OF SHEETS r TITLE SHEET AND PLAN CERTIFICATIONS LEGEND AND TYPICAL SECTIONS STORMWATER POLLUTION PREVENTION PLAN EXISTING CONDITIONS AND DEMOLITION PLAN PLAN AND PROFILE PAVING DETAILS EARTHWORK, SURVEY CONTROL, AND ALIGNMENT INFORMATION ELECTRICAL PLAN DETAILS ELECTRICAL SYMBOLS, NOTES, FIXTURE SCHEDULE AND DETAILS CROSS - SECTIONS: IOWA RIVER TRAIL CROSS- SECTIONS: MCCOLUSTER NORTH TOTAL SHEETS 19 PROJECT NUMBER SRT- 3715(646)- -9H -52 R.O.W. PROJECT NUMBER PROJECT IDENTIFICATION NUMBER REVISIONS STANDARD ROAD PLANS 105 -a I] -o3 -ss Tf. Wce ?g sho,' C. RroC %ans sMl ke cvrs'abN c[ - _.e to [m[W[L'rtn ebk an IF "s poj[cL NUMBER F DATE UMBERT DATE NUMBER DATE INDEX OF SHEETS r TITLE SHEET AND PLAN CERTIFICATIONS LEGEND AND TYPICAL SECTIONS STORMWATER POLLUTION PREVENTION PLAN EXISTING CONDITIONS AND DEMOLITION PLAN PLAN AND PROFILE PAVING DETAILS EARTHWORK, SURVEY CONTROL, AND ALIGNMENT INFORMATION ELECTRICAL PLAN DETAILS ELECTRICAL SYMBOLS, NOTES, FIXTURE SCHEDULE AND DETAILS CROSS - SECTIONS: IOWA RIVER TRAIL CROSS- SECTIONS: MCCOLUSTER NORTH CITY OF IOWA CITY PROJECT NUMBER SRT- 3715(646)- -9H -52 SHEET NUMBER Al .1 I hereby certify that this engineering document was /�yy prepared by me or under my direct personal supervision �4ESS ............. .Qe and that I am o duly licensed Professional Engineer under the laws of the State of Iowa. v HENKLE m l" s; ure Date JAKE J. HENKLE, P. E. 12668 Panted or Typed Nome •..I... .. My license renewal date is December 31, 2012 Pages eit covered by this seal: E1.1, E4.1 CITY OF IOWA CITY PROJECT NUMBER SRT- 3715(646)- -9H -52 SHEET NUMBER Al .1 E 01 u B t +` a — 4 ' a UTILITIES LEGEND LEGEND EXISTING; DESCRIPTION PROPOSED - - -- ONE--- - - - - -- ELECTRIC LINE (OVERHEAD) -------- OHE - - -- - - - -UE -- - - - - - -- ELECTRIC LINE ( UNDERGROUND) - - -E- - - -- GAS------ - - - - -- GAS MAIN — — —GAS- - —SAN > SANITARY SEWER SAN SANFM Imo— SANITARY FORCE MAIN D —SANFM -� STORM SEWER O ------ FO------- - - - - -- FIBER OPTICS FO ---- UT--- - - - - -- UNDERGROUND TELEPHONE ---------UT----- -- —WAT— - - WATER MAIN — . — . —WAT— — --------- - - - - -- TRAFFIC SIGNAL CONDUIT -------- - - - - -- LEGEND LEGEND LEGEND _ CONVENTKONAL SrM PoGHT-OF-WAY SLtlLVEY PUN MARK DESCRIPTION PLAN MARK DESCRIPTION PLAN MARK DESCRIPTION i� SURVEY LINE PROPOSED RIGHT -CF -WAY 0° BENCH MARK - - — SIDE ROAD CENTERLINE EXISTING RIGHT -OF -WAYS TOP CURB /GUTTER ELEV -- -RED- - - EXISTING CONTOUR (MAJOR) EXISTING PROPERTY ONE ■ IRON ROD - FOUND -- - 678- - - EXISTING CONTOUR (MINOR) - - --(} -- - PROPOSED EASEMENT o IRON ROD - SET ----- - - - - -- EXISTING CASEMENT PROPERTY CORNER ® X CUT FOUND TABULATION OF UTILITIES 102-13 02-23 -93 ■ X CUT SET ELECTRIC MIdAmNcan Energy Company Attn: Jason Warren 1630 Lower Muscotine Road Iowa City, IA 52240 (319) 341 -4425 GAS MidAmeNaan Energy Company Attn: Ed Young 1630 Lower Muscatine Road Iowa City, U 52240 (319) 341 -445] WATER City City of Iowa City In: Ed Moreno 410 Easl Washington Sheol Iowa City. IA 52240 (319) 356-5160 SEWER City of Iowa Mae Atln Dove Mae 410 East Washington Street lawn C35 IA 52240 (319) 356 -51]0 LEGEND LEGEND GENERAL. WE - UIIJTES PLAN MARKI DESCRIPTION PUN MARK DESCRIPTION I _ L -per EXISTING STRUCTURE 00 UGHT POLE OVERHANG GUARD POST/ BOLLARD O NIGHT POST o B MADDOX 0 UTIOIY POLE HANDICAPPED PARKING -: GUY ANCHOR SIDEWALK RAMP YJ FIRE HYDRANT 2% SLOPE ARROW ® FLARED END SECTION -'t.- FLOW ARROW [ UTILITY END CAP y DRAINAGE ARROW N VALVE B SHRUB (EXIST /PROPOSED) Q:D CLEANOUT DECIDUOUS (EXIST /PROP) Q) DRAINAGE MANHOLE Q � CONIFEROUS (EXIST/PROP) © ELECTRICAL MANHOLE v SINGLE POLE SIGN © SANITARY MANHOLE IOWA ONE- CALL 1-800-292-8989 TOLL FREE WWW.IOWAONECALL.COM CALL 48 HOURS BEFORE YOU DIGI DOUBLE POLE SIGN QT TELEPHONE MANHOLE FIELD FENCE (EXIST /PROP) Q TELEPHONE PEDESTAL nnnnmve SILT FENCE ® INTAKE - CIRCLE ® � EXISTING INTAKES s INTAKE - RECTANGLE GRADING UMIT UNE WELL TYPICAL GRADING SECTION STA 24 +50 TO STA 28 +25 2% TRAIL 2% CROSS SLOPE EXCAVATION, CLASS 10, FILL ""- CONDITION (TYP). COMPACT TO 95% STANDARD PROCTOR DENSITY. TYPICAL GRADING SECTION STA 40 +60 TO STA 43 +50 CROSS -SLOPE VARIES THROUGH OUT THE PROJECT. REFER TO THE BOTTOM OF THE PROFILE VIEWS TO SEE THE EXTENT OF THE VARIOUS CROSS - SECTION SEGMENTS, AND THE TRANSITION AREAS BETWEEN EACH SEGMENT.- FORE FLAT BACK / SLOPE BOTTOM SLOPE DRAINAGE SWALE EXCAVATION, CLASS 10, i /.. CUT CONDITION (TYP) 6 -INCH DEPTH TOPSOIL (TYP.) EXISTING GRADE (TYP.) 12 -INCH DEPTH OF SPECIAL COMPACTION OF SUBGRADE FOR RECREATIONAL TRAIL GRADED SHOULDEER TRIM TREES ONLY AS SHOULDER \� - AND REQUIRED FOR CONSTRUCTION. AND jYO51 CLEAR OWNER TO COMPLETE CLEAR MNA0 HA NY.) WIDTH FINAL VERTICAL ( �� (q.l 2% MAX. TRAIL CLEARANCE TRWIAING fj CROSS SLOPE 29 U PIPx��l/ 2% _ - // \ \ \/ /%i dry %<`r•i]' <7r�iF( /��yi�� 6 -INCH 12 -INCH DEPTH OF SPECIAL COMPACTION OF SUBGRADE PCC TRAIL FOR RECREATIONAL TRAIL (TYPICAL ALL SECTIONS) TYPICAL CROSS - SECTION STA 10 +50 TO STA 24 +50 \\ STA 28 +25 TO STA 28 +95 SHIVEHATTCRY .S[CH ITE< *U PE=E N I N E E G I N z Narh 3 o ome I wn Cry, wn caws 319 W. oto 1 � 31835¢ 6911 I ><i aNCaYmm Iowa I ■roR I Ma leuuw F.Ne 1E01g e IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA l I I CJ HG Q -T "1C7 1 .J1 KEY PLAN DRAWN roe APPROVED MY ISSUED FOR BID DATE N.0I.11 FIELD BOOK PROJECT NO sara IR6acy- 9 L62 110zuw LEGEND AND TYPICAL SECTIONS B1.1 E mA C B A E � \ I F L Y P / / I / MATCHLINE L S 1 \ / w \ 9 REGULAR CLEANUP BE ORT AND DEBRIS IS REWIRED. CONTRACTOR fHALL USE ALL RETHWS NECESSARY TO PREVENT TRACKING OFF SIZE INSTALL AND MAINTAIN 25'x50• V�NIMUM STABILIZED ENTRANCE. DRESS WM NEW STONE A REWIRED TO PREVENT TRACKING OFF SITE (4 /CO 3). CONTRACTOR TO RELOCATE TI AS f/(TV) REWIRED FOR (YI$iRUCPW n / ' \ Or o n j cc 0 / T / PROVIDE 12' COMPOST FILTER TUBES OR SILT FENCE 'J- HOOKS' ALONG EDGE OF DISTURBED AREA, T1P. MIS CONTROL WLL BE REWIRED TO REMAIN UNTIL ME SITE HAS BEEN STABILIZED (1 /C0.3: 3 /CO3). . 11, .Yt-- 1 \ — — I It �J P, +N 'WA own, PROVIDE 12' COMPOST FILTER TUBES OR SILT FENCE (TV) MIS CONTROL WLL BE REQUIRED TO REMAIN UNTIL THE SITE HAS BEEN STABILIZED (1 /CO .3; 3/CO3). it M9COIL9IFJIBdAEVAAO /• ; i D O EKISTNG CONTOUR, TYP. O ..cam rr LEGEND 0 �w z 7 �F- I � o ® m T ..... . — PROJECT SITE C COX E EXISTED GRADE J),— D DIRECTION OF DRAINAGE DDEFERRER AREA Q SPILL KIT TO BE INSTALLED Q S AND RELOCATED AS REWIRED FOR CONSTRUCTION STABILIZED F CONSTRUCPON C CONCRETE, PAINT AND GROUT ENTRANCE /STAGING W WASHOUT AREA PROTECT ABU LAYDO'AN AREA W WTI (2) M- STACKED COMPOST FILTER TUBES - _,,,,,•,,,,,,,•,,,,,,,,,,,,,,,, IY COMPOST FILTER O O C CONTRACTOR TO HAUL OFF _,,, _ WASTE MATERIAL. RELOCATE AS FEOUIF FOR CONSTRUCTION. CONTRACTOR STAGING AREA FOR PORTABLE RESTROW OFACUPES, T TEMPORARY NEL TANKS, WASTE CONTAINERS AND OTHER HAZARDOUS CHEMICALS. PROTECT WITH (1) --� REGULAR CLEANUP OF D:RT AND 12 COMPOST FILTER N DEBRIS IS REQUIRED. CONTRACTOR RELOCATE O N. REWIRED FOR I SHALL USE ALL METHODS NECESSARY CONSTRUCTION TO PREVENT TRACKING OFF SITE. / 1 1' \ �— - -- — -- — — - - -- l STING STORM 9EWERE TYP r'R — / INSTALL AND MAINTAIN 25 NEW TONE V,NIMUM A STABILIZED i -�_ - ENTRANCE DRE55 WITH NEW STONE AS REWIRED TO PREVENT TRACKING OFF STE (4/603). "�E%I$TING CONTOUR. TIP D 20® %•) / � I I I 1' j� f scue w FEET PLAN VIEW. IOWA RIVER TRAIL - PRE /DURING - CONSTRUCTION SCNE: I• . p' SHIVEHATTERY ARC III T CT U ?E+ E 1 10111 E E P I N•3 28N NoN I. O I f x Cl, I-- -12 319.351.3M0 /az319IR46WI I N1Ma Ye bna I RvpR MasuA IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA N O t7 X. e Gl KEY PLAN DRAWN MOK APPROVED WE ISSUED FM BID DATE W.Oi.it FIELDBCOK PR JECTRD' SRT (818H9H62 110860 STORMWATER POLLUTION PREVENTION PLAN 60.1 STORMWATER POLLUTION PREVENTION PLAN 60.1 E 1 / I I L c 7%- P VIDE FILTER SACK OR COMPDST FILTER TUBE, / TIP. SEE DETAIL 5 /CD.3 \ ' /"/ j J N, PROPOSED., STORM '>, IJITAKE AND SEINER. TIP. 4 \ t / \J L-C EYJSTING CONTOUR. TO' J} o PROPOSED TRAIT PROPOSED CQNTWR, R, iYP. , SHIVEHATI-CRY A III, HI I E` -T D PEKE ING 114 EE P ISO INCH NWN Wwas I rasa CRY.lwa artu 319]51.30w I ta<318351bYL1 sMala'Jdymn Iw,T I ff ro I Mama 0 / � � % O `4, � �. z IOWA RIVER TRAIL O — N APOLEON TO TRUEBLOOD _ - LLI - - - -' �r ` I - 3 Town CITY. Town O � � t rr wxwqo I Q� \fZ DISCHARGE POINT FROM SITE } - DISCHARGE POINTS FROM SHE -c .Fl. so ALL E, 1RRDE AREAS SHALL BE MAINTAIN 12' COMPOST FILTER TUBES OR Y RRD023POERTNZEO, LtD MULCHED n SET PENCE 'J- NOOKS' LONG EDGE BE / DISTURBED AREA, TV. THIS CONTROL WILL BE REWIRED TO REMAIN OHRE WE SITE 0 2D w eo • m r' '�'°� � HAS BEEN STABILIZED (I /CO.3; 3/00.3). ® i �:u 5EPIE N FEET 7. C J 1 MATCH LINE �• •• UPON CONSTRUCTION OF TRAIL AND GRADING, LEGEND PROVIDE FILTER SACK PROVIDE 13 -FOOT LEORIGG W LH CHECKS DITCH CHECKS E SPACED 011 s II TUBE. E. COMPOSE FILTER APPROVER EQUAL- T APART DITCH CHECKS SHALL NOT T SPACED INSTALL NORTH AMERICAN GREEN D LID SEED. TUBE. ItP. SEE DETAIL MORE THLI 15 FEET APART IN THIS AREA EROSION CONTROL BLANKET INSTALL NORTH AMERICAN GREEN DOUBLE NET 5/00.3 TO BE INSTALLED PRIOR TO GEORIOGE DITCH CHECKS (TIP) EROSION CONTROL BLANKET, MOTEL G125BN, OR _ _ _ PROJECT SITE ( - APPROVED ED PER EROSION CONTROL BLANKET TO F� PROPOSED STORM PROVOE 13 -FOOT LENGHTS OF CH BEGRUDGE CHECKS DITCH CHECKS E SPAS), OR BE INSTALLED PER MANUFACTURER'S SPEOFICATIONS I`ITAKE (((ddd;�j ,HER. APPRO \ED EQUAL LEORIOGE PITCH CHECKS 9 {ALL NOT CONFIRM SPACED D MORE TITAN )5 FEET APART IN AREA EROSION CONiRW BLANKET DISTURBED AREA i0 BE INSTALLED PRIOR TO GRID DITCH CHECKS (PP). _ — ' _- — — AFTER GRADING, PROVIDE IY SILT FENCE Al / / .: TURF R CONTROL NT MA \ I ' EDGE W DISTURBED AREA ETA- THIS CONTROL �/ (TURF REINFORCEMENT MAT) s ' PALL BE REWIRED TO REMAIN UNTIL THE SITE �. HAS BEEN STABLIZED (I /W3; 3/CO3). PREVIOUSLY INSTALLED PROTHOSV) - ..••••• ........ ... COMPOST FILTER LURE OR CONTOUR. TV. STEP FENCE } "� r r �� - -�� -\ \ \ :3 } .... ............................... NEW 12- COMPOSE {HER MANTAIN 12 COMPOST FILTER TUBES OR C(t,t -` - - ` —� 1' - ' - - TUBE OR 9LT FENCE s 4E HOOKS' LONG EDGE W }{i� I �11 11 / \ J _ - _ ` ,� i - - - - PROTECT INTAKE USING e DISTURBED AREA, TIP. THIS CONTROL HILL ------- --- --- - - - -•- FILTER SACK OR B• POS B BE REQUIRED i0 REMAIN UNTIL WE 9TE _ - FILTER TUBE (DETAILL5/CO 2) HAS BEEN STABUZED (1/C0.3: 3/C0.3)- - . - -_ -. -_ - . - •. _I I L { S.'/ - _ _ _ _ _ CHECKS BEGRUDGE TCH _ - - BEGRUDGE w I 6a E%SiING GRADE W oowEws iKULEVABO i i AFTER DRIVE REMOVAL PRONDE 1Y d — — — I �, DIRECTION OF DRAINAGE o ; i I COMPOSE FILTERT OR SILT S 0 REMAIN CONTROL U i E 9 1 'J HOOK RED✓SIP&U 1/003; 3/00.4 PROPOSED TRAIL 3 I x z JJ 1 \ �_ - _. / � - ExlsnNC srD�,4a s[w[u� Era _- n r,t) �J / 1 w, rJ{ j `" 20-FOOT OO\ED EOUAE�GEORIDGE GEORIDGE WON CHECKS SMALL NOT B0.3), _ _ - - ' / SPACED MORE THAN 25 FEET APART IN THIS AREA EROSION K tyfN _ - - - - / CONTR01. BLANKET i0 BE INSTALLED PRIOR TO GLOBOSE PITCH CHECKS (TV) 0 ro w B9 \�2E%I$T),IG CONTOUR, IMP. III I SL/3E IN FEET PLAN VIEW: IOWA RIVER TRAIL - POST - CONSTRUCTION -c- KEY PLAN DRAWN MOK APPROVED WE IBBUEOFOR Bro DATE 01.01.11 FIELD BDOK PROJECT NO TBUT3 7 1 w6181-9H52 lloM STORMWATER POLLUTION PREVENTION PLAN C0.2 T I [ / %!BE CORD GENERAL NOTES CORD —POST SECURE TOP OF ENGINEERING POST FM.91C CURE FABRIC i0 STEEL POST. NOTE: O EN'C!ILEANG FABRIC TO BE TWIST CORD AND PLACE FOLDED ACROSS BOTTOM OF E AROUND POST, SECURE 4)`iT` %< xIli , iPEt4CH. WAR WIRE. FRONT VIEW U ENGINEERING FABRIC SHALL HAVE POST TOP MEW A MINIMUM 36" WELL 0' NpV_ SPACING VAX F MACHINE INSTALLATION POSTS OR ENGINEERING 8Y'�'I O SHALL BE EMBEDDED 28 BELOW FABRIC I I Li _ GRWI:D UIIE THE POST NEAREST w° '- SORESOPE TO PAIMENT SHALL BE EMBEDDED GROUND E ^aWND LR4E 39' BELOW THE GROUND LINE- ALL TINE COMPACTION SHALL RE !am /�hNn •ASH` E wm < 12" MIN DEPTH 4" ACCOMPLISHED BY DRIVING OVER MIN MOTH TRENCH EACH SIDE OF SILT FENCE 2 -4 Q ENGINEERING FABRIC DARES WITH DEVICE EXERTING 6WD TRENCH Q OR GREATER_ Ci BOTTOM i0 BE FOLDED ACROSS BOTTOM ON iflENCH O FOR TRENCH INSTALLATION, POSTS DETAILS OF SILT FENCE TYPICAL SECTION SILT FENCE SHALL BE EMBEDDED 28' BELOW THE TRENCH BOTTOM. ME POST NEAREST TO PAKNENT SHALL BE EMBEDDED 39- KLOA THE TRENCH BOTTOM_ ALL COMPACTION SHALL BE ACCOMPLISHED WITH A MECHANICAL OR PNEUMATIC TAMPER. LI SILT FENCE DETAIL 1 NOT 10 MALE STARE COMPOST FILTER NBE MOUN0 LINE PLACE AWITIDNAL COMPOST MATERIAL TO ALL ME SEAM BETWEEN ME TUBE AND ME SIDE IFEW MOUND IT R AR C PLACE COMPOST ' FILTER .,TUBE i .o O`S`�6 B A COMPOST FILTER TUBE TO BE STAKED IN PLACE (STAKE EVERY 8' FOR ADDED STABILITY) AREA TO BE PROTECTED TOP MEW nCOMPOST FILTER TUBE DETAIL V KOT TO RIME COMPOST FILTER TUBE FOR PAVED /GRASSED SURFACES, TV CASING PLAN VIEW 3 I NOTE: POINT B MUST BE EQUAL TO OR HIGHER THAN POINT A TO ENSURE THAT WATER ROWS OFER ME GEOODGE WHO NOT POINT A AROUND THE ENDS- \ TO B, C YDMY INSTALL GEORIDGE PER MANUFACTURERS SYEORCAIONS 2 GEORIDGE DITCH CHECK COMPLETELY REMOVE AND DENTURE %TIN TOPS01. SEEDING UPON COMPLETION A \'G DIAMETER CLEAN STONE 6' MIN INSTALL UOTEXTILE ALTER FABRIC BELOW STONE NAME SOIL STABILIZED CONSTRUCTION ENTRANCE/ CONTRACTOR STAGING 4 ANDLLAYDOWN AREA NOTES: ), IF COMPOST ALTER TUBE IS USED TO PROTECT INTAKE, FILTER TUBE MUST OVERLAP I' AND BE SECURED USING ARE OR WRE TIES, INTAKE PROTECTION DETAIL (COMPOST FILTER TUBE) 6 "110$5 POINT B 9TE NFORMATION' iOTPL PROJECT AREA = 3.32 AC TOTAL OISTURDED AREA = 232 AO PRE - DEVELOPMENT COEFFICIENT = 0.36 POST - DEVELOPMENT COEFACIENT = 0.40 CLOSEST SURFACE WATER ACCEPTING SHE DISCHARGE = IOA'A RIVER ME CITY OF IOWA CITY IS THE APPLICANT FOR THE NPDES GENERAL PERMIT NO. 2 AND THE CONTRACTOR AND ALL SUB - CONTRACTORS ARE SECURED TO SIGN ON AS ME CO- APPLICANT. IN ADDITION TO ME NPDES PERMIT, ME CONTRACTOR IS REQUIRED TO OBTAIN A CITY OF IOWA CITY CONSTRUCTION SITE RUNOFF (CSR) PERMIT PRIOR TO CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR PREPARING AND OBTAINING ME CSR PERMIT (INCLUDING PAYING PERMIT FEE)_ ALL RECORDS SHALL BE SUBMITTED TO THE OANER'S REPRESENTATONE AS THEY ME PRODUCED. SEE SPECIFICATIONS FOR CONTRACT FULFILLME14T REOUREMENTS I D STORMWATER POLLUTION PREVENTION NOTES 1. EROSION /SEDIMENTATION CONTROL MEASURES ARE REQUIRED REGARDLESS OF ME TIME OF YEAR. THIS PUN AND ITS ASSOCIATED REQUIREMENTS FOR ME PERMIT MUST BE IMPLEMENTED WRING WAITER MONTHS AS WELL 2. REFER TO SPECIFICATION SECTIONS 01737, 01737A, 01737B, 01237C, 017370. 01737E, AND 02380 FOR STORMWATER POLWPON PREKNOON PLAN, NPDES GENERAL PERMIT 1102 SUBMITTAL REQUIREMENTS AND EROSION /SEDIMENTATION CONTROL TECHNICAL WECIRCAPONS. 1 IT IS THE CONTRACTORS RESPONS'B'.LITY TO CONTROL EROSION/ SEDIVENTATION ON ME SITE AT ALL TIMES. THE CONTROL MEASURES IDENTIFIED ON THE PLAN ARE A M.NIQUII. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION /SEGMENTATION CONTROL MEASURES AS NECESSARY TO FULPLL THIS REQU RE 4 ENT. T EXCEPT AS PRECLUDED BY 9404 COVER, ME CONTRACTOR IS REWIRED TO USE STABILIZATION CONTROLS ON ALL DISTURBED AREAS OF ME SAY REGARDLESS OF ME TIME PERIOD BEFORE THEY WILL BE DISTURBED AGAIN- IN ME EVENT THAT WNSIRUCTION ACTIVITY WITHIN A DISTURBED AREA WILL NOT OCCUR FOR A PERIOD OF 21 OR MORE CALENDAR DAYS, THE CONTRACTOR SHALL INSTALL STABILIZATION MEASURES NO LATER THAN ME HER DAY AFTER CONSTRUCTION AC0VITY CEASED IN THAT AREA REFER TO SPECFICATIONS FOR REQURED STABILIZATION CONTROLS NOT SHOWN ON THIS PLAN. 5. ME CONTRACTOR SHALL USE CONTROL MEASURES AS REQUIRED T0. KEEP SOILS FROM LEASING ME SITE EXCEPT ID CLOSED CONTAINERS 6. IN THE EVENT THAT SOLE LEAK THE SITE, CLEANUP OF ALL SURROUNDING ROADS. DRIVES AND PARKING LOTS STALL BE PERFORMED ON A DAILY BASIS AT A MINIMUM AND UPON REQUEST BY OWNER'S REPRESENTATIIE AT NO ADDITIONAL COST. PAVEMENT IS TO BE SCRAPED OF DEBRIS AND OUR AND GROOMED CLEAN. MUD TRACKS ME TO BE REMOVED AS THEY ME CREATED. 2. MAINTAIN SILT FENCING AT ALL TIMES 01 All UPRIGHT PORTION. CLEAN SILT FROM FENCNG /COMPOST ALTER TUBES ON A REGULAR BASS AS PER THE SPECIFICATIONS. SILT FENCES MUST BE CLEANED OUT WHEN THEY ARE 503 FULL. COMPOST FILTER TUBES MAST BE CLEANED OUT WHEN THEY ARE 339 FULL 8. CONTRACTOR TO LOCATE/RELOCATE SILT FENCING /COMPOST FILTER TUBES AS NECESSARY THROUGHOUT ME PROECT TO CONTROL ER09ON /SEDIMENTATION. IF REMOW ALL TEMPORARY EROSON /SEOUENTADOH CONTROLS, NOT CALLED OUT TO REMAIN, AFTER SITE HAS BEEN STAB AND AND "PROVED BY ME OWNERS REPRESENTADV. 10. INSTALL INTAKE PROTECTION SAGS/FILTER SACKS FOR ALL NEW AREA INTAKES AS THEY ARE CONSTRUCTED. ALL EXISTING AREA INTAKES SHALL BE PROTECTED BY INTAKE PROTECTION BAGS /FILTER SACKS 11. INSTALL RIP -RAP FOR ALL NEW STORU SEWER OUTLETS AS THEY ARE CONSTRUCTED. 12. CONTRACTOR TO USE EXTREME CAUTION WHILE INSTALLING SET FENCE OR OTHER EROSION /SEONENTAMN CONTROL DEUCES TO NOT DAMAGE UNDERGROUND UTILITIES, 13. WERE WATER IS PUMPED FROM EXCAVATIONS ON 9TE, PROPOSERS SHALL BE MADE TO REMOVE SEDIMENT FROM ME WATER BEFORE IT IS RELEASED INTO ME STORM SEWER SYSTEM. PLACING AN WLrvE CHITOSA14 SOCK AROUND ME PUMP OUTLET IS ONE MEMO TO REMOVE SEDIMENT WHILE DEWATERING ADDITIONAL METHODS INCLUDE: DENATURING BAGS, ADDING FLOCCUUNTS TO SLTY WATER OR PLACING A FILTER FABRIC BARRIER AROUND ME PUMP INLET. EACH OF THESE METHODS ARE EFFECTIVE IN REMOVING SEDIMENT FROM ME WATER CONSTRUCTING SEOMENTATON BASINS TO FILTER SEDIMENT FROM THE WATER MAY BE MORE EFFECTIVE ON A LARGE SCALE PROJECT. 14. WHERE WATER IS RELEASED FROM A DENATURING SYSTEM, PRECAUTIONS SHALL BE TAKEN TO ENSURE THAT EROSION GULLIES DO NOT FORM. ONE METHOD IS TO PIPE ME WATER DIRECTLY INTO A STORM SEWER STRUCTURE. WATER MUST BE FREE OF SED,VENT PRIOR TO DISCHARGING INTO ME STORM SEKER. 15. A 12' COMPOST ALTER TUBE MAY BE SUBSTITUTED FOR SOFT FENCE WHEN SLOPE OF GRADE IS LESS MAN 109 COMPOST ALTER TUBES MUST BE STAKED IN PLACE. 16. BMHARY WASTE DISPOSAL: ALL LOCATIONS OF PORTABLE RESTROOM FACILITIES MUST BE IDENTIFIED ON ME PLAN (RELOCATE AS REWIRED FOR CONSTRUCTION). IN ME EVENT MAT PORTABLE RESTROOM FACILITIES ME USED CA SITE, ME CONTRACTOR IS REWIRED TO INSTALL A 12" COMPOST FILTER TUBE MOUND ME FACILITY TO MIMMIZE ME RADIUS OF ME AFFECTED ZONE IN ME EVENT OF A WILL WASTES SHALL BE COLLECTED MO DISPOSED OF IN COMPLETE COMPLIANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS- PORTABLE RESTROOM FAGLITIES MUST NOT BE LOCATED NEAR DRAINAGE WAYS. 12. IDENTIFICATION OF ALLOWABLE NON-STORMWATER DISCHARGES WRING CONSTRUCTION THE NON- STORMWATER DISCHARGES, WHICH INCLUDE WATER FLUSHED FROM WATER LINES, PAWMENT WASHING (WHERE NO SILLS OR LEANS HAVE OCCURRED. UNLESS ME SPILLED MATERIAL HAS BEEN CLEANED UP), VEHICLE WASH 140, AND GROUNDWATER (DEWATERING), SHOULD BE DIRECTED AS MUCH AS POSSIBLE TOWARDS VEGETATED AREAS ARE AWAY FROM DRAINAGE WAYS. REFER TO ME OUR DEBTS GENERAL PERMIT NO 2 FOR ALLOWABLE NON- STORMWATER DISCHARGES - T8 POLLUTION AND WILL PREWNTON PLANNING: POTENTIALLY HAZARDOUS MATERIALS ON ME CONSTRUCTION SITE INCLUDE TEL, LUBRICANTS, CURRNC COMPOUNDS. FERTILIZERS. GREASE AND CLEANING SOLVENTS. ME CONTRACTOR STAG NO AREA FOR PORTABLE BESTOWAL FACULTIES, TEMPORARY FUEL TANKS. WASTE CONTAINERS AND OMER HAZARDOUS CHEMICALS MUST BE PROTECTED BY A 12" COMPOST FILTER TUBE AT ALL IVES ( RELWATE AS REWIRED FOR CONSTRUCTION). ALL REASONABLE PRECAUTIONS WILL BE TAKEN TO PREVENT SPILLS- ANY SPILLED MATERIAL WILL IMMEDIATELY BE DIRECTED AWAY FROM STORMWATER INTAKES. DETENTION BASINS, OR DRAINAGE WAYS. SPILLED MATERIALS WILL BE CLEANED AND, IF NECESSARY, SOIL REMEDIATIM PRACTICES RILL BE USED. A RECORD OF SPILLS WILL BE MAINTAINED BY ME PRIME CONTRACTOR. IS. CONCRETE, PAINT MO GROUT WASHOUT AREA PROTECT WIN (2) 18' STACKED COMPOST FILTER TUBES. IF A PUMP TRUCK IS USED OF -SITE AND UNABLE TO USE ME WASHOUT AREA, ME CONTRACTOR STALL DO A PIT FOR WASTE MATERIAL. CONTRACTOR TO HAUL OFF ALL WASTE MATERIAL ALL LOCATIONS OF CONCRETE, PAINT AND GROUT WASHOUT AREAS MUST BE PROVIDED BY ME CONTRACTOR AND IDENTIFIED ON THE PLAN (RELOCATE AS REQUIRED FOR CONSTRUCDOM). ME CONTRACTOR IS REWIRED TO INSTALL A SON THAT DESIGNATES ME WASHOUT AREA. 20. SPILL KIT: ME LOCATION OF ME SPILL KIT (MUST BE IDENTIFIED ON THE PLAN. ME SPILL KIT SHALL BE A SEALED STORAGE SHED LOCATED NEAR ME CONSTRUCTION TRAILER ON FUELING AREA ME SPILL KIT SHAT CONTAIN, BUT NOT BE LIMITED TO THE FOLLOWED ITEMS A GARBAGE CAN, GLOVES, SAFETY GOGCIES, BROOM MO DUST PAN AND KHTY LITTER. ME SPILL KHT SHALL BE RESTOCKED AS SUPPLIES ARE USED. THE CONTRACTOR SHALL INSTALL A SON THAT DESIGNATES THE SPILL KIT. RELOCATE AS REQUIRED FOR CONSTRUCTION. 2L OUST CONTROL THE CONTRACTOR SHALL WPLEMENT DUST CONTROL MEASURES WHERE DUST IS GENERATED. FREQUENT WATERING OF ME SITE, SPR- NKLING /IRRHGAION, VTIETAIVE COVER, MULCH, WINDBREAKS, TILLAGE, STONE AND SPRAY -ON CHEMICAL SOIL TREATMENTS (PALLIATIVES) ARE POSSIBLE OUST CONTROL MEASURES. IF THE DUST CONTROL 15 NOT ACCEPTABLE IT SHALL BE CHANGED AS DIRECTED BY ME OWNERS REPRESENTATION. 22. STOCKPILED MATERIALS: CONTRACTOR TO IDENTIFY ALL LOCATIONS OF STOCKPILED MATERIALS ON ME STORM'NATER POLLUTION PREVENTION PLAN. CONTRACTOR SHALL PROVIDE ALL ERO9ON /KDIVENTATO4 CONTROLS AS REWIRED TO CONTAIN MATERIALS ON -SITE. AT A IANP.NM, NE CONTRACTOR IS RECEDED TO PROVIDE SILT FENCE /COMPOST ALTER TUBES AROUND STOCKPILED ROTS BEFORE STOCKPILE IS RE- SPREAD- CONTRACTOR IS ALSO REWIRED TO CGWR ALL STOCKPILED SOILS IF RAIN IS FORECASTED. 23 SEQUENCE OF MAJOR ACTIVITIES: INCORPORATE ALL TEMPORARY STABILIZING AID PERMANENT ERO904/5EONENTATION CONTROL FEATURES AT THE EMMERT DIE PRACTICABLE- REFER TO SPEGFICAMN SECTION 01732, PART 33 FOR MORE DETAILS. SHIVEHATrERY A RT IT I I EI- T I P E + E IT G I H E E P I N 21TT4 NOP p.M I I NovaC ..1. WAR 319354,IDO fat 30R KKI I WNtlaY mn III I IFiWS M IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA .1S S fir- rr°� J KEY PLAN DRAWN ANDS APPROVED ART ISSUED FOR an DATE NO1.11 RELDBOCK PROJECT NO: SRTRC6FTUQ,9X52 1102980 STORMWATER POLLUTION PREVENTION PLAN C0.3 • M E M71 C i Ste' B DEMOLITION KEY PAVEMENT REMOVAL GRAVEL REMOVAL -„ CLEAR AP40 GRUB X REMOVE TREE / \ I I \ / ,J .aT PROVIDE 'S!OEWALK ClO5FA0' SIGNS (R9 EACH BARRICADE DEMOLITION KEY F�\ ® PAVEMENT REMOVAL GRAVEL REMOVAL 0 CLEAR AND GRUB XREMOVE TREE \ 4 ew EXISTING GRAVEL DRIVE TO BE REMOVED. FILLED, REGRADED. AND SEEDED TO CREATE rprnu LKIEL 1,11 Ll UN'FORVLY GRADER CROSS -SECNON WTH POSITIVE DRAINAGE ACROSS OLD ROADBED. l�J e. <F_E REIAOVE EXISTING GRAVEL TO A DEPTH OF 6' (4801 SY). PROVIDE FILL MATERIAL l�J 11, AS HEEDED, PLACE 6- DEPTH TOPSOIL AND SEED (REMOVAL QUANTITY INCLUDED IN IUI f I EXCAVATION. CLASS IQ REFER TO C51). 3 r I EXISTING OVERHEAD UTILIDES TO ( FU PLACED UNDERGROUND IN THE /• ` FUTURE ( OTHERS) O NRE BY THEgS r 1, I _ 0 j IB \ O A TO BE, RELOCATED ' I O By ONNER klL - "._ AND GRUB AREA SANCUT LULL -DEPTH EXISTING HMA TRAIL AT EACH END AND REMOVE PAVEMENT (1451 SY). COORDINATE SCHEDULE SO PLAT IRIS PORTION BE THE TRAIL IS REMOVED ONLY WHEN NEW CONNECTION IS R£AOY TO BE INSTALLEO TO MINIMIZE TRAIL CLOSURE EXISTING END OF ROAD BARRICADES i0 BE REMOVED AND SALVAGED BY IOWA CITY STREETS DEPARTMENT — -- CONTRACTOR TO PROVDE 48 HOUR _ NOTICE TO STREETS DEPARTMENT (JOHN SOBASKI: 319 -356 518Q1 McCOLUSTER BOULEVARD \ BRIDGE (FHWA NO. 504890) MATCHLINE nIs �I H 6EF Lw� c� b — I Bin 0. — ED \L� ,. n A V 4DWA M'ER �' IMATE ER OF I = TREE i0 DE REMOVED (T)P) WEE T EMOA PROJECT NOZ SRTO7I6( 61 -914fi2 \ 4 ew EXISTING GRAVEL DRIVE TO BE REMOVED. FILLED, REGRADED. AND SEEDED TO CREATE rprnu LKIEL 1,11 Ll UN'FORVLY GRADER CROSS -SECNON WTH POSITIVE DRAINAGE ACROSS OLD ROADBED. l�J e. <F_E REIAOVE EXISTING GRAVEL TO A DEPTH OF 6' (4801 SY). PROVIDE FILL MATERIAL l�J 11, AS HEEDED, PLACE 6- DEPTH TOPSOIL AND SEED (REMOVAL QUANTITY INCLUDED IN IUI f I EXCAVATION. CLASS IQ REFER TO C51). 3 r I EXISTING OVERHEAD UTILIDES TO ( FU PLACED UNDERGROUND IN THE /• ` FUTURE ( OTHERS) O NRE BY THEgS r 1, I _ 0 j IB \ O A TO BE, RELOCATED ' I O By ONNER klL - "._ AND GRUB AREA SANCUT LULL -DEPTH EXISTING HMA TRAIL AT EACH END AND REMOVE PAVEMENT (1451 SY). COORDINATE SCHEDULE SO PLAT IRIS PORTION BE THE TRAIL IS REMOVED ONLY WHEN NEW CONNECTION IS R£AOY TO BE INSTALLEO TO MINIMIZE TRAIL CLOSURE EXISTING END OF ROAD BARRICADES i0 BE REMOVED AND SALVAGED BY IOWA CITY STREETS DEPARTMENT — -- CONTRACTOR TO PROVDE 48 HOUR _ NOTICE TO STREETS DEPARTMENT (JOHN SOBASKI: 319 -356 518Q1 McCOLUSTER BOULEVARD \ BRIDGE (FHWA NO. 504890) MATCHLINE nIs �I H 6EF Lw� c� b — I Bin 0. — ED \L� INSTALL TREE PROTECTION FENCE (1 /C1.1) AROUND EXISTING OAK TREES PRIOR TO BEGINNING WORK (TYP. OE2). r•' n \ F r Miv. 1 X 12x2 �I f W_ LE II I�S— I V SAWCUT FULL DEPTH, LEAVE UNFORM . STRAIGHT EDGE ACROSS APRON, AND a REMOVE EXISTING DRIVEWAY ARGON W-±) AND ADJACENT FULL _ W K (6*t) PA_ JETS (1423 $Y) r 1 r i _ _ _ - ilk? _ __ 1 l \` E%ISLNG WUTY POLE AND -- - -- OVERHEAD ONE: TO SHE SOUTH TO - _ ! iI BE REMOVED BYURUTY PROVIDER �L'_1 L - SfORMCSEnRTING 63T9 / - 1 '--REMOVE EXISTING GRAVEL TO A DEPTH BE 6' (1,1001 SY), PROVDE FILL MATERIAL AS NEEDED, PLACE 6' DEPTI TOPSOIL AND SEED AREA OUTSIDE OF NEW TRAIL (REMOVAL PLAIT / QUANTITY INCLUDED IN EXCAVATION, CLASS 10: REFER TO SHEET C5.1). TREE PROTECTION DETAIL ul R9 „D GL SCALE f1c, ,. -_ `:�.• !AP CLEAR AHD GRUB AREA 4DWA M'ER �' IMATE ER OF I = TREE i0 DE REMOVED (T)P) WEE T EMOA INSTALL TREE PROTECTION FENCE (1 /C1.1) AROUND EXISTING OAK TREES PRIOR TO BEGINNING WORK (TYP. OE2). r•' n \ F r Miv. 1 X 12x2 �I f W_ LE II I�S— I V SAWCUT FULL DEPTH, LEAVE UNFORM . STRAIGHT EDGE ACROSS APRON, AND a REMOVE EXISTING DRIVEWAY ARGON W-±) AND ADJACENT FULL _ W K (6*t) PA_ JETS (1423 $Y) r 1 r i _ _ _ - ilk? _ __ 1 l \` E%ISLNG WUTY POLE AND -- - -- OVERHEAD ONE: TO SHE SOUTH TO - _ ! iI BE REMOVED BYURUTY PROVIDER �L'_1 L - SfORMCSEnRTING 63T9 / - 1 '--REMOVE EXISTING GRAVEL TO A DEPTH BE 6' (1,1001 SY), PROVDE FILL MATERIAL AS NEEDED, PLACE 6' DEPTI TOPSOIL AND SEED AREA OUTSIDE OF NEW TRAIL (REMOVAL PLAIT / QUANTITY INCLUDED IN EXCAVATION, CLASS 10: REFER TO SHEET C5.1). TREE PROTECTION DETAIL ul R9 „D GL SCALE f1c, �AUE 114 FEEL XIS NG iftEE 4 D' HIGH ORANGE CONSTRUCTION FENCE VITH 2X4 TOP RAIL STEEL FENCE POSTS AT 6 -0' OC MP. MUM (FENCE LOCATION ALL BE DETERMINED IN THE FIELD BY THE 06NER) TIPICAL ALL TREES INSIDE WORK AREA SHIVCFIA -ITERY AF CH I iE T:. V E+ E U G I TI E E 2 I N' tam NSrT' a Drts I 1 CITY, I— 52245 31935f.3Cd0 B-,319,3 ,6921 I SHtv9a]ay Men Iwa I I F! . IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA =ci �C> i, (.) ry KEY PLAN DRAWN APPROVED �w ISSUE. FOR z DATE J CLEAR AND GRUB AREA I = . H PROJECT NOZ SRTO7I6( 61 -914fi2 TOP OF SLOPE IS NOT N'ECESSAR<Y I NATIVE GROUND. RUS91E AND CONCRETE ARE PREVALENT ON BOW ODES OF DEL0IEATED TOP. �AUE 114 FEEL XIS NG iftEE 4 D' HIGH ORANGE CONSTRUCTION FENCE VITH 2X4 TOP RAIL STEEL FENCE POSTS AT 6 -0' OC MP. MUM (FENCE LOCATION ALL BE DETERMINED IN THE FIELD BY THE 06NER) TIPICAL ALL TREES INSIDE WORK AREA SHIVCFIA -ITERY AF CH I iE T:. V E+ E U G I TI E E 2 I N' tam NSrT' a Drts I 1 CITY, I— 52245 31935f.3Cd0 B-,319,3 ,6921 I SHtv9a]ay Men Iwa I I F! . IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA =ci �C> i, (.) ry KEY PLAN DRAWN APPROVED JOE, WE ISSUE. FOR BID DATE D4D111 FEW BOCK PROJECT NOZ SRTO7I6( 61 -914fi2 liwS EXISTING CONDITIONS AND DEMOLITION PLAN C1.1 T DEMOLITION KEY PAVEMENT REMOVAL GRAVEL REMOVAL CLEAR MIT GRUB X REMOVE TREE / / / I I Y \ / \� A \ I \ \ p •N1• O .aT PROYBE "SIDEWALK CLOSTFU" SIGNS (119-9, EACH2 BARRIO/ 3 ' C 3 a t \ I! i PRVavv _ -. FEuESIu 3 gR O — EXISTING GRAVEL DRIVE TO BE REILUU. FILLED, REGRADED, AND SEEDED TO CREATE (� oaEtl El ev r.4ry UNIFORMLY GRADED CROSS - SECTION VAIN POSITIVE DRAINAGE ACROSS OLD ROADBED- 1C1TN{ FRVAaK I.HE REMOVE EXISTING GRAVEL TO A DEPTH BE 6" (4BOt SY)- PROVIDE FILL MATERIAL �..J ( EPE0,VALE wcATnw AS NEEDED, PLACE 6" DEPTH TOPSOIL AND SEED (REMOVAL DEANERY INCLUDED IN PER FAOUTY 4AYPSC) EXCAVATION, CLASS HE REFER TO C5.1). EXISTING OVERHEAD UTILITIES TO BE PLACED UNDERGROUND ,N THE O }F ® FUTURE (BY OTHERS) r zz,.,i oo / Z TO HE "RELOCATED /' 4 BY OWNER 01. Jv� INSTALL TREE PROTECTION FENCE (I /CI J) AROUND EXISTING OAK TREES PRIOR TO BEGINNING WORK (TTP. BE 2)_ AND GRUB AREA EXISTING EACH END AND REMOVE DI AMA RAIL `PAVEME TUL145± Y COO LE THAT MIS PORTION OF PAVEMENT SY). COORDINATE SCHEDULE IS RE RE TRAIL IS REMOVED ONLY WHEN NEW CO`:NECTIO!! IS READY TO DE EC INSTALLED TO YNNIZE TRAIL CL09JRE. E'E_-:j DEMOLITION KEY HLINE 12.2 - ® PAVEMENT REMOVAL GRAVEL REMOVAL I AST,- t ILte ?_( 0 CLEAR AND GRUB X REMOVE TREE 3,,I C 2A A \ Y EXISTING END OF ROAD BARRICADES TO DE REMOVED AND SALVAGED BY IOWA CITY STREETS DEPARTMENT. — CONTRACTOR TO PROVIDE 48 -HOUR _ NOTICE TO STREETS DEPARTMENT / (JOHN SOBA581, 319- 356 - 5181)` MCCOLUSTER BOULEVARD BRIDGE (FHWA NO. 504890) ycc e� x ico'i / 64 1. IF IF G} f /J) f / `CLEAR AND GRUB AREA APPROXUATE DIAMETER Of TREE TO BE REMOVED (TV) 0 40 N 0® uuE w FEET Ll of A ^� X 12.2 ycc e� x ico'i / 64 1. IF IF G} f /J) f / `CLEAR AND GRUB AREA APPROXUATE DIAMETER Of TREE TO BE REMOVED (TV) 0 40 N 0® uuE w FEET Ll of X 12.2 - / If 6 - - _- I i SAWCUT FULL DEPTH, LEAVE UMFORU STRAIGHT EDGE ACROSS APRON, AND REMOVE EXISTING PCC I DRIVEWAY APRON AND ADJACENT - - _ _ - - ` - _ _ FULL SIDEWALK PANELS (14]t SY) CLEAR GRUB AREA — TOP OF SLOPE IS NOT NECESSARILY NATIVE GROUND RUBBLE AID CONCRETE ARE PREVALENT ON BOTH S'DES OF DELINEATED TOP, VEALE IN FEET SHIVEHATiERY A R C H I T E C T U t E +E :4 G 114 E E G I N Iw I Ii I IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD Ed Z J IOWA CITY, IOWA I � f EXISTING TREE - . 0 4'-0" RICH ORANGE WITH 2 4 LEE FENCE t • \ � - - _- -- - -_ - _. % �- 't WITH 2 %4 TGP RAIL. y \�_EXISl1NE UDIItY PDLE -RIND = _ -- -, \ _ STEEL FENCE POSTS AT _- _ 0KfLI1EPP LICE TO SHE 5(kHlh W / / /, " p -0 OC MI4IMUM BE REe OVEO BYUTIUIY PflOVDER. / _ �. / E LOCATION WLL DE D ERMINED IN THE REMOVE EXISTING GRAVEL TO A DEPTH OF 6' HELD BY ME O'WNER.) NEEDED, DO 6Y), PROVIDE DEPTH MATERIAL D TYPICAL ALL TREES PROTECT'F�ISTPTC 'AREA OUTSIDE F NEW ROAI�(REOMO (REMOVAL FLAN INSIDE WORK AREA IN E" STgRM SEWER, / I - 10 REFER TO SHEET CS.) n , , n TREE PROTECTION TECTION DETAIL i�. O v n ,a -� vo A:7 1 ( s n — 0 n r KEY PLAN DMWN JOB APPROVED KPT =UED FOR BID DATE 04.01.11 FIELD BOOK PROJECT NO' SHT 5(6461 -9H52 110286O EXISTING CONDITIONS AND DEMOLITION PLAN C1.1 IT SHIVEHATTCRY ARC HI VECTILI 4P,I i t TER 1NG 38JI NOItlgate 0riw I Iwa CAY,Iw.a SM45 319354.30 1 4-319. 54P21 I ra'✓mY /s^I Iw,a I Ilfro I NUNI IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CI FY. IOWA nC 1 -<r- m KEY PLAN DRAWN AB APPROVED STORM SEWER NOTES: PAPI:G NOTE: BE DATE Oi01.11 L TRENCH BEDDING FOR STORM SERER PIPE L CONSTRUCT TYPE 'ED' DO'AELED EXPANSION 0 11 50 60 PROJECTIp TO HE IN ACCOROANCE WILD SIN 102 (CLASS R -1). JOBT (IONA DOT Sip. ROAD PLAN PV -101) USING FOAM JO,NT FILLER MATERIAL AT ALL \ .- ,� WALE IN FEET PLAN AND PROFILE CONNECTIONS TO EXISTING CONCRETE AND I _� 2. UNDER AND WITHIN 5 -FEET OF PAVEMENT, TRENCH BEDDING AND BACKFILL TO BE AT END OF DAY CONSTRUCTION JONTS. AREA INTAKE (1.1) E CLASS I MATERIAL TO W7H:N 12- INCHES BE ENISHED GRADE. 3_ SHALL IOWA DOT STANDARD RO D PLAN RFC3 \ RIM 1264450. 20.50' L - RIM O 644IF i 642.00 = IF 15' _ C\ (TAPE 2) AND INCLUDE APRON WARDS "` / _7i 1:. - -- 5y ' (\ +0IP (RF -26). / A. THE LAST TWO PIPE JOINTS BEFORE CONCRETE APRONS SHALL BE TIED PER ROAD PLAN RF IOWA DOT STANDARD -14 (TYPE 3) - \ \• \\ C - �Ei c S AREA INTAKES SMALL BE PER IO(3 DOT MD ROD PLAN (30'DIA) RO 6ITH \ / YALD SW 604 (TYPE 5) BEEHIVE CASTING. SW- SEEM \. _ �,� �6' j I \E1 6. JUNCPON INTAKE (3.Q SHALL BE PER IOWA DoT STANDARD ROAD PLAN SW -401 (46Y DIA) MLD SW 602 FRAME (TPE E) \ /� ' '• AND SW -604 BEEHIVE CASTING (TYPE 3H). zIT \� 0 ❑ - �� - AREA HTAME (21) 540 /' //d \ C� 15+0000, 17.00 L (-`_ -. _ �E63/ STA .i 646IE - � / © , R'M 1 / 64345 IE IS° RCP MATCH EXISTING IN IL ELEVATION AND xID � v:,;A.. / rwv� 646 647 648 -" 649 .' /✓ 73 LP OF IS ? RCP AT 069. / 2 '0"i\ l fi4] -..- {/J DO Ilk 46 -. � ' -_" -5�9 -' 65. - • \, 6444 ,. - 15 RCP APRON (7-2) - ✓ i %- / STA 13F15.00, 37.00' R / - -- __ - STA 10 +50 79 6 OF 15' RCP AT O SOS (P -1) IE = 641.60 � V f NO BEGIN TRAIL G MATCH EXISTING TRAIL 40 TONS OF REVETMENT WIDTH AND ELEVAPON DEPTH; CLASS D WITH (24" NOMINAL 6' SIZE EROSION REMOVE AND REINSTALL EMSPNG MP RAP i STONE TOP -DRESSNG) (INCIDENTAL) AS NECESSARY FOR PIPE AND PLACED AT 10'X25 APRON INSTALLAPON (I/C32). 35 TON OF (I/C3.2) 6" EROSION STOKE TOP -DRESSING PLACED AT 10X30' OWN EVSPNG REVETMENT. n R _ - IOWA RIVE U' 15' RCP STA 14 +57.00. 39.3' R - - -- IF = 6443,00 10'NA RIMER LEVEL DATA RIVER TRAIL PLAN: STA 10 +00 TO STA 16+75 OCTOBER 12, 2010 fi26.3 IOWA OCTOBER 18, 2010 626.7 50RL T ° )D' - LP STA = 0 NP STA = 11 +91.6] LP STA = 12+73.85 HE STA = 13 +77-01 642 2 LP ELEV = fi42 HP ELEV = 648,42 LP ELEV = 64].8J HP ELEV = 649.70 Ph STA = 0 +2 ,0 B PIA STA = 12+00.00 PN STA = 12+85.00 PA STA = 13+]5.00 . D00 PM ELEV = 642 O PM ELEV = 648.50 PM ELEV = 647.65 PM ELEV = 650.00 AD 0.04 AD = -0.02 AD = 0.04 AD = -0.05 K 12.9 K = 3333 K = 1385. K = 10 34 W' VC 50' It 50' MC 50 VC 665 665 c _ ° ° 660 ° m w m. m ° m - PROPOSED GRADE ° o e -(TEAL CL) - m +a- 655 _._.mm ww EST m. -- -- .GRADE (TV) -_ -_. -0. O: ___ 0509. ___. =per -. _ ... _ 12 >.. -- _. --_ �___ -7-543 - 645 - -- l - _- -- CROSS SLOPE =- S LfGi _ _. - -TRAM TION COSY -SLOP 27. RIGHT - _- _- STA 1 3]9.60 - -_4 14+ 187 640 A 640 IT 15' CP 643 M = IE 15 RCP Ni IN �e IN m m m m i0r00 11+00 12+00 7-3+00 14 +00 15+00 16t GO 17 +00 17+60 IOWA RIVER TRAIL PROFILE: STA 10+00 TO STA 16 +76 SHIVEHATTCRY ARC HI VECTILI 4P,I i t TER 1NG 38JI NOItlgate 0riw I Iwa CAY,Iw.a SM45 319354.30 1 4-319. 54P21 I ra'✓mY /s^I Iw,a I Ilfro I NUNI IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CI FY. IOWA nC 1 -<r- m KEY PLAN DRAWN AB APPROVED NET 153UEO FOR BE DATE Oi01.11 FIELD BOCK PROJECTIp SRTa]151646}9Nd2 110296ll PLAN AND PROFILE C3.1 E l I d PCC EXIEND 24' ABOVE APRON AND SHAPE AROUND OUTLET (TYP) *(� NL EXCAVATE 15400T WOE CEN IEREO 09 IZE ER AP40 PLACI CLASS b' REVH1MEtir \9TH NOV VIAL 6' OT EROSRN Sion _ i0DRESSING CONSTRUCT PER 14NA DOl SPEORCATION ti 631.0 =LMT OF BA:K LAS jDiSFURBING ACTIVITY F/ PER L -630.5 = ORD. HIGH WATER LEVEL RCP APRON AND FOOTING FILTER FABRIC (i)P)� LWATER LEVELS FOOTING (CLASS 'C' EXISTING GRADE (TYP) (VARIES) CONCRETE CONSTRUCTED PEF /:1TYPICAL RCP APRON AND REVETMENT owA DDT RTIaE 2403) O v a' � (: _rv� HOWL OVER B A /xor ra w� PM STA = ELEV = +2 1]+2,0 PV 5.0 P 0 4 K = 12.53 $ 50' VC 655 - - -_ -- � +Yi RCP RON � PLAN AND PROFILE C3.2 \ CBp D RETHECRONG O BAR T RCP APRON SECTION oZ ;�3_ m p RI pi Sue L Con R m O v a' � (: _rv� HOWL OVER B A UI 12 RCP APRON (4.3) ATTENTION. DIRECT BURIED HIGH VOLTAGE PRIMARY CABLE. CONTRACTOR SHALL STA 41.50, 20.00• L '.ANCTON INTAKE (3.1) COORD LATE SCHEDULE W1iH MID- AVERCAN ENERGY (BUTCH FUTURES: 341- 4423). IE = 639.00 STA 16180.04.85.00' L ELECTRIC LINE ANTICIPATED TO BE ABOVE NEW STORM PIPE. CONTRACTOR TO •f. KM = 639.50 PROTECT ELECTRIC LINE AS NEEDED TO CONSTRUCT STORM $EVER- CLEAN (DIRT) 50 HE OF 12' RCP 635.00 = IE 24= RCP FILL TO BE PLACED WIDTH 12- INCHES OF CABLE WRING BACKFiWNG OPERATION. AT 0.609 (P -5) OAREA INTAKE (0.2) O STA 41 L 10, 10.50' R RLM RN = 64200 O 639.30 = IE 12 NOR (N -S) CREATE SMALL BERM BEHIND INTAKE WITHIN iCH (TOP = 6422) EXISTING P OVERHEAD UTILITIES i0 COLLECT WATER Y, (�}� ✓w TO BE PLACED Un'DERGROU!(6 INTO INTAKE sy J\ IN DIE FUTURE (BY OTHERS) - 34 li OF 12= RCP AT 0.60% (-4) 125 HE OF 24" RCP AT LORR (P -3) n -- - - -- TRAILSIDE PARK BENCH (111P OF 2) _ . " • PILOT ROCK MODEL SWB /G -6TP34 (WNN.PILOTROCK.CON) FURNISH AND INSTALL SURFACE MOUNT GALVANIZED ROTECT TREE TRY) FRAME PER MANUFACTURER'S RECONVENDARONS 24' RCP APRON (3.2) STA i] +375 ( 35.00' R TOP OF SLOPE IS EVA ENT CIN ABOT NATIVE F DELI . RUBBLE . AND IE = 633 75 (I/C3.2) CONCRETE ARE PREVALENT ON BOTH GOES OF DELINEATED TOP. `77 TON OF REVETMENT PLACED AT 32•X15'. COVER BOTTOM AND RUES MIH:N EXISTING ERODED DRAINAGE SWALE UP TO ME FACE OF THE RIVER BANK. DURING GRADING. PA114TA14 OVERLAND ROUTE FOR DRAINAGE SWALE FROM THE NORTH (I/C12) IOWA RIVER LEVEL DATA OCTOBER 12, 2010 6263 OCTOBER 13, 2010 6263 ENGINEERS RUA) IOWA RIVER TRAIL PLAN: STA 16 +75 TO STA 24 +26 830.5 LP STA = 17 +35.80 S PM STA = ELEV = +2 1]+2,0 PV 5.0 P 0 4 K = 12.53 $ 50' VC 655 - - -_ -- \1 RCP RON � PLAN AND PROFILE C3.2 o CBp RETHECRONG BAR T RCP APRON SECTION oZ / m p W Sue L Con ___- _ -____t m a e In In 4 ) N + _ -� 40 Il. Y_C 42 4 J -P ] T Jii Y In N? 15' -IDA' M C P STORM SEWER m i J1• ) E BEDOING MATERIAL `ma X4 BARS IC Y -5' M 4 3 645 V_r REINFORCEMENT PER IOWA DOT W� _1.1 ARTICLE 2404 _ -_- ��- - - ..Ob UI 12 RCP APRON (4.3) ATTENTION. DIRECT BURIED HIGH VOLTAGE PRIMARY CABLE. CONTRACTOR SHALL STA 41.50, 20.00• L '.ANCTON INTAKE (3.1) COORD LATE SCHEDULE W1iH MID- AVERCAN ENERGY (BUTCH FUTURES: 341- 4423). IE = 639.00 STA 16180.04.85.00' L ELECTRIC LINE ANTICIPATED TO BE ABOVE NEW STORM PIPE. CONTRACTOR TO •f. KM = 639.50 PROTECT ELECTRIC LINE AS NEEDED TO CONSTRUCT STORM $EVER- CLEAN (DIRT) 50 HE OF 12' RCP 635.00 = IE 24= RCP FILL TO BE PLACED WIDTH 12- INCHES OF CABLE WRING BACKFiWNG OPERATION. AT 0.609 (P -5) OAREA INTAKE (0.2) O STA 41 L 10, 10.50' R RLM RN = 64200 O 639.30 = IE 12 NOR (N -S) CREATE SMALL BERM BEHIND INTAKE WITHIN iCH (TOP = 6422) EXISTING P OVERHEAD UTILITIES i0 COLLECT WATER Y, (�}� ✓w TO BE PLACED Un'DERGROU!(6 INTO INTAKE sy J\ IN DIE FUTURE (BY OTHERS) - 34 li OF 12= RCP AT 0.60% (-4) 125 HE OF 24" RCP AT LORR (P -3) n -- - - -- TRAILSIDE PARK BENCH (111P OF 2) _ . " • PILOT ROCK MODEL SWB /G -6TP34 (WNN.PILOTROCK.CON) FURNISH AND INSTALL SURFACE MOUNT GALVANIZED ROTECT TREE TRY) FRAME PER MANUFACTURER'S RECONVENDARONS 24' RCP APRON (3.2) STA i] +375 ( 35.00' R TOP OF SLOPE IS EVA ENT CIN ABOT NATIVE F DELI . RUBBLE . AND IE = 633 75 (I/C3.2) CONCRETE ARE PREVALENT ON BOTH GOES OF DELINEATED TOP. `77 TON OF REVETMENT PLACED AT 32•X15'. COVER BOTTOM AND RUES MIH:N EXISTING ERODED DRAINAGE SWALE UP TO ME FACE OF THE RIVER BANK. DURING GRADING. PA114TA14 OVERLAND ROUTE FOR DRAINAGE SWALE FROM THE NORTH (I/C12) IOWA RIVER LEVEL DATA OCTOBER 12, 2010 6263 OCTOBER 13, 2010 6263 ENGINEERS RUA) IOWA RIVER TRAIL PLAN: STA 16 +75 TO STA 24 +26 830.5 LP STA = 17 +35.80 LP ELEV = 642.20 PM STA = ELEV = +2 1]+2,0 PV 5.0 P 0 AD = 0.04 K = 12.53 $ 50' VC 655 '_M rn SR 3716(&6F91W2 � PLAN AND PROFILE C3.2 oZ m e m a e 650 N + + Jii 645 _1.1 _ -_- -0608 - ..Ob 8 _ _ -� _ --------- _ - - - fi40 - 5TA 1 +52 Rl� R OVERLOL K CL - 533 C OSS -SLOP - - -2% -_ -- ia u . IF 4 Rro Ala m D III II II��I !! VIII I � lull I ;!1 I II IIjIi II II Ill�li I ,II II•,'i II!I 11 I�,��IiI 111! IIII�1� tt; t!111\: \ z.� N U - IOWA RIVER -J�_ 12" RCP APRON (41) - STA 40+75, 15.00' R IE = 639.50 1 PM STA = 22 +00.00 PA STA = 22 +65.00 PV1 ELEV = 641.67 PIT ELEV = 640.20 AD = -002 AD = -4D2 K =24.0] K= 16.05 40' VC 40= VG DPOSED GRADE RAIL CIE) Isj + uV �mm -w4 607. _ -_- 84. 'XISTING - IRADE M) 4 _ 5TA 22 +4140 IOWA RIVER TRAIL PROFILE: STA 16 +76 TO STA 24+26 A 0 sl 1 �II�11i1 illllli!� tl I III P 111 I'!Igl 1 1 ilp I i III I, ! III � l I 1 r III�'If1. ,llrllll III�.1 I H 1) If / 0® xuE IN FEET PV STA = 23 +26.OD PRA STA = 21 +86.00 PN ELEV = 6 37,30 PV ELEV = 63730 AO = 0.05 AD = 0.05 K = 8.41 K = 11 816 40' VC 40' VC 655 ^ 650 m min �m w� m 645 640 0 005 , Si }SRO _ - 635 BRI GE 01ERHANG - ELE 6473 __- - 630 SHIVEFIATrERY ARCHIiECiUWE'. E I:GINEEEPING 3&1.IIMtgale DH. I Iw.a cq Iona 61345 3%RKH.MAD I I - 3NX. 6921 5Me4u'3ey.mn laa 11.1n I Ms m IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY. IOWA KEY PLAN DRAWN APPROVED N O l,7 BID DATE 04.01.11 FIELD 13001( '_M rn SR 3716(&6F91W2 � PLAN AND PROFILE KEY PLAN DRAWN APPROVED JOB TORT II FOR BID DATE 04.01.11 FIELD 13001( FROJECTNO' SR 3716(&6F91W2 1102980 PLAN AND PROFILE C3.2 T E I mS 9 E 0 15 w 10 � a;® D I 11 11 A- Fif5f�A- Ff tto Fay >eti CONSTRUCTION COORDINATION NOTE CORE DKLL FOR NEW PIPE CONNECTION MUST BE PERPENDICULAR HORIZONTALLY AND VERTICALLY TO EXISTING PIPE CENTERLINE OF NEW PIPE SHALL BE 30 -INCH MINIMUM FROM JOINTS BE EXISTING 48' RCP. CONTRACTOR TO DETERMINE E%ISRNC JOINT LOCATIONS AND MONEY OWNER'S REPRESENTATIVE OF ANY CONFLICTS TO COORDINATE NEW LOCATION FOR ADJACENT AREA INTAKE. a a I ' D IOWA RIVER TRAIL PLAN: STA 24 +25 TO STA 29+00 MCCOLLISTER NORTH: STA 40 +00 TO STA 44 +35 / •T 1 / -__ _644 =- 1 IA \Sfl4L 1 ]C SNAFU BE CONTROL R OWA GOT 6q1 1 F fi46 -- 698- / TEMPORARY CLOw SA YORK STANDARD ROAD LP ANRTC12. BOULEVARD SHALL BE mmmIZEOL AND SHALL $1 \ OCCUR ONLY DURING p ttIGHi HOURS. 65 tC -W - -y'IW__W ♦ +. , \ �" _�b55� rM' _ Zia I : _____ Ate- __ __ ___ ,— � ,•� OI) srA Ur164e- 2�iDp -r T 1 tl 11 \ JLI5 RCP _ - H s+_ + 1 -s>�M 25. CE IS, AT !/ // ddd C HP ELEV = 649.61 a PM STA - 28 +35.00 U PM ELEV = 649,68 PM STA = 24+60.00 AD = -0.03 S1A 43 + BZ PM ELEV = 64075 - /7* - TH, 51 PM O-72 PLAN AND PROFILE w... NDM •� ORTRAL Vti (e. 660 660 .•SO VC._ -- 21.19. ON 6 -INCH BERM I BEYOND BALK OF C O 25 RI T - - - ANSITI ! NAi H E %IB NG Pm STA- 41f C000 - I AND PAIENENi iHl D M.10W - -- - - - -- ( _ -.. IR t CLOD 'RE E OED - ( (IOWA DOT STANDAF AD 0 03 m ma �� 655 THICKNESS OF ES PROPOSED GRADE. - - - _ 50' VC_ _ : _____ Ate- __ __ ___ ,— � ,•� OI) srA Ur164e- 2�iDp -r T 1 tl 11 \ JLI5 RCP _ - H s+_ + 1 -s>�M 25. CE IS, AT —NEW 8 -FO ADJACENT claw y� • e f3 p \ CWNE STING X48' RCP USING i 5] ;m a 15 ecc (s) /1 J STA 28 +953 / ;,jb / PSX��a!!!RECT DRIVE ONNECTOR (WW LPRE 1- COM) END TRILL Sc ;.Ie I[ D. P f/ MATCH EXISTING //! A p• C DRILL AND IfISTALL PER MANUFACTURERS REC f{P -S !/ // ddd C HP ELEV = 649.61 a PM STA - 28 +35.00 U PM ELEV = 649,68 PM STA = 24+60.00 AD = -0.03 S QCV PM ELEV = 64075 - /7* - TH, 51 PM O-72 —NEW 8 -FO ADJACENT claw y� • e f3 p \ CWNE STING X48' RCP USING i 5] ;m a 15 ecc (s) /1 J STA 28 +953 / ;,jb / PSX��a!!!RECT DRIVE ONNECTOR (WW LPRE 1- COM) END TRILL Sc ;.Ie I[ D. P f/ MATCH EXISTING //! A p• C DRILL AND IfISTALL PER MANUFACTURERS REC f{P -S !/ // ddd C HP ELEV = 649.61 a PM STA - 28 +35.00 U PM ELEV = 649,68 PM STA = 24+60.00 AD = -0.03 PROD NO' PM ELEV = 64075 - 660 J _ O-72 PLAN AND PROFILE w... '-'i C7 •� I Vti (e. 660 660 .•SO VC._ -- 21.19. f 055 SLOP- 25 RI T - - - ANSITI ! - Pm STA- 41f C000 - So, vc -- - -- - - - -- _ -.. PV! ELEV 64205 . - AD 0 03 m ma �� 655 655 PROPOSED GRADE. _ ....... $ _ 50' VC_ _ PROPOSED WDE PM 4TA! MI+ V 6 00 • _ (MADE -PEI STA 43+7 60 650 -m 650 650 +a <y - 65430 __ - r m�m - -- a 645 MCCOLLISTER NORTH PROFILE' STA 40+00 TO STA 44+35 64s 2005 .... _- ... - - -- _..C- EKARL_ .. :_'_ mIm PM STA _ vi - - "_ Afil _ ... - _ _ __ .......GRADE - R7 640 640 STA I +2474 __- - (TTP)- ..- -.... - -A� _ -003 ta can5v_sl nPF 63._ 2 RCP __ -_ - K = 5:49 $GHT _. _- _____- .... 635 635 B 635 �� la al �Id elP ;Im 4. alp PCC CURB AND CUTTER SECTION (80 LF) RANULAR SUBBASE EXTENDING 12- INCHES IRE. MATCH EXISTING CURB GEOMETRY (NESS. JONT TO BE BT -3 OR BT -5 ) ROAD PLAN PV -101) DEPENDING ON NG PAVEMENT. >6" 1 PCC WALK (28t SY). MATCH ,, A ,n FIFVATION- PROVIDE SIDEWALK SIDEWALK CLOSURE NOTES 1. SIDEWALK CLOSURE BARRICADES SHALL BE A TYPE II BARRICADE MEETING ME REQUIREMENTS OF REHRP REPORT 350 AND MUST BE INSTALIED TO EXTEND ME FALL WELL OF THE CLOSED PEDESTRIAN PATH. THE TO' RAIL OF ME BARRICADE IS TO BE M TO 42 INCHES ABOVE ME PEDESTRIAN PAIR SURFACE. ME TOP RAIL OF THE BARRICADE IS PARALLEL TO ME BOTTOM RAIL AND SITUATED TO ALLOW PEDESTRIANS TO USE ME RAIL AS A GUIDE FOR THEIR HANDS. ME TOE RAIL ON THE BARRICADE MUST TIME A 0 MUM TOP HEIGHT OF 6 INDIES AND A MAMIUM BOTTOM EDGE HEIGHT OF 1.5 INCHES ABOVE THE PEDESTRIAN PATH SURFACE- 2. PUCE "SIDEWALK CLOSED' SIGN (R9 -9; 24'x12) ON EACH BARRICADE 3, ME BARRICADE IS CONTINUOUS, STABLE, AND NON- FLEXIBLE. 4. ME BARRICADE MUST BE LOCATED TO MINIMIZE SIGHT DISTANCE RESTRICTIONS FOR ROAD USERS. 5. ME CONTRACTOR MUST EREMITE 10 CALENDAR DAYS ADVANCE NOTIFICATION OF A PEDESTRIAN PAM CLOSURE TO THE 10'NA DEPARTMENT OF ME BLIND, C ,UR 11h.9566,81l.te ,us. ME NATIONAL FEDERATION BE ME BLIND OF IOWA. m.bwber&mrASLCOm; AND ME ENGINEER. IOWA RIVER TRAIL PROFILE STA 24 +25 TO STA 29 +00 SCVLO ZO C.MI MA, >Y.f SHIVEHATTERY A9CIT IIECT PE EuvI14EE21NC- 38MNoUhplep IIw (K,.Toa 5M5 ]19.354.9401 !az ]19354b921 I dNeRa9e]'rom w.a I Isms 166v -tt�l IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA WY, IOWA HP SIA = La +Ja.4a ISSUED FOR HP ELEV = 649.61 a PM STA - 28 +35.00 U PM ELEV = 649,68 PM STA = 24+60.00 AD = -0.03 PROD NO' PM ELEV = 64075 - 660 J _ O-72 PLAN AND PROFILE w... '-'i C7 •� I Vti (e. .•SO VC._ 21.19. So, vc _ 655 m ma �� PROPOSED GRADE. $ - (TRAL CL) r 650 +a - 2.305 -- - - -- ---_ -EXISTING - _ .......GRADE 610 can5v_sl nPF -- 93 -RIr.H — 635 �� la al �Id elP ;Im 4. alp PCC CURB AND CUTTER SECTION (80 LF) RANULAR SUBBASE EXTENDING 12- INCHES IRE. MATCH EXISTING CURB GEOMETRY (NESS. JONT TO BE BT -3 OR BT -5 ) ROAD PLAN PV -101) DEPENDING ON NG PAVEMENT. >6" 1 PCC WALK (28t SY). MATCH ,, A ,n FIFVATION- PROVIDE SIDEWALK SIDEWALK CLOSURE NOTES 1. SIDEWALK CLOSURE BARRICADES SHALL BE A TYPE II BARRICADE MEETING ME REQUIREMENTS OF REHRP REPORT 350 AND MUST BE INSTALIED TO EXTEND ME FALL WELL OF THE CLOSED PEDESTRIAN PATH. THE TO' RAIL OF ME BARRICADE IS TO BE M TO 42 INCHES ABOVE ME PEDESTRIAN PAIR SURFACE. ME TOP RAIL OF THE BARRICADE IS PARALLEL TO ME BOTTOM RAIL AND SITUATED TO ALLOW PEDESTRIANS TO USE ME RAIL AS A GUIDE FOR THEIR HANDS. ME TOE RAIL ON THE BARRICADE MUST TIME A 0 MUM TOP HEIGHT OF 6 INDIES AND A MAMIUM BOTTOM EDGE HEIGHT OF 1.5 INCHES ABOVE THE PEDESTRIAN PATH SURFACE- 2. PUCE "SIDEWALK CLOSED' SIGN (R9 -9; 24'x12) ON EACH BARRICADE 3, ME BARRICADE IS CONTINUOUS, STABLE, AND NON- FLEXIBLE. 4. ME BARRICADE MUST BE LOCATED TO MINIMIZE SIGHT DISTANCE RESTRICTIONS FOR ROAD USERS. 5. ME CONTRACTOR MUST EREMITE 10 CALENDAR DAYS ADVANCE NOTIFICATION OF A PEDESTRIAN PAM CLOSURE TO THE 10'NA DEPARTMENT OF ME BLIND, C ,UR 11h.9566,81l.te ,us. ME NATIONAL FEDERATION BE ME BLIND OF IOWA. m.bwber&mrASLCOm; AND ME ENGINEER. IOWA RIVER TRAIL PROFILE STA 24 +25 TO STA 29 +00 SCVLO ZO C.MI MA, >Y.f SHIVEHATTERY A9CIT IIECT PE EuvI14EE21NC- 38MNoUhplep IIw (K,.Toa 5M5 ]19.354.9401 !az ]19354b921 I dNeRa9e]'rom w.a I Isms 166v -tt�l IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA WY, IOWA ,J KEY PLAN DRAWN APPROVED N ISSUED FOR 80 a 4.01.11 U PROD NO' •'1 _ •_i J PLAN AND PROFILE w... '-'i C7 •� I Vti (e. ,J KEY PLAN DRAWN APPROVED JEW, WE ISSUED FOR 80 DATE 4.01.11 FIELDBOOK PROD NO' T 15(WT I Hb2 ,lazes+ PLAN AND PROFILE 0 1 E 0 T 1 z I a RADIUS P6NT J9 W 599,208 71 65o.95 PC 649.34 (PC) 2,1]8646.34 S J STA 2BN1.3p. 45.00' LT. fi5082� 66968 (MO) 64967 (PT /PC) , 06J p 650.63 (PC) 65015 N 650 y _1 `65016 EiEom 1 ^�� 649.50 (M D) / � \'�� ] 649.82 649 14 (PC) / 64433 64963 689�afi /r 64956 649.45 (Pi/PC)jzy \� 649,32 4� o 'J 649.12 (MID) u 649.16 649.1 64929 (PT) o� 649.33 \ Qq, 649,24 RAONS PONT 599,16 . 64929 2' \ \ N: 9.4] fi493J 2.178. \ \ E. 14.94 649 33 R STA 28+7659. 25.00' RT. 0\` 649.26 , q� fi4905 �ti461i l p6% 648.20 649.24 649.29 6989] 61111 l,39. 649.. 64810 \� 649.11 TRAIL BEGIN CONNECTION TRAIL END CONNECTION 10' SCLLE: Y .10 C g RADIUS POINT N: 599,538.44 641.40 E 2,178,335.52 641.60 STA 22+11.67. 30-06 LT. 4 661.50 (PC) 691.20 64203 � 64223 65185 PC 64097 w M1rys 10' 20' „ _ F\ 642.09 64229 I - ( S 653,95 PT cr A - 641.60 641.60 I i (� - 7t - -64060 p (ID) I p° 660+75 s 642.00 4 640]5 J 2' Mp qq� • 64235 RADIUS PONT V. �^ N: 599.3]].88 1 641.45 (PT) - bd 15 653.48 PC 0 9 � S 2.1 8.21. IS 2% � 2a� STA 43 +4].21, 15.00' RT. - -- 640.52 64il.#? _�_ L12 64L24 654.10 N _ b4 64150 `\ 6tT80 2i, g27 642.40 65385 Pi \ ' d095�v 0 -0.'i5 9k kq 6 654.36 654.5V `65a.1� 654.10 j64125 (PT) -1�1 63950 - iE 12' FES �. 64058 (MID) (PC) 'r� A - '1-63170 STA 22 PUNT - - - - - & 599.4825] E: 21]&313.66 STA 22 N2.5b, 3000' Lt. L s` MCCOLLISTER CONNECTION: LOWER END RIVER OVERLOOK AREA MCCOLLISTER CONNECTION: UPPER END SCNL I•. 10' $GVE: 1•. 10' SWL 1•. I0' -, - SHIVEHAT TRY A C C M I I E C T U P E+ E 116 114 E E P I N3 26N Nallgale 0. I IMaC.iy, l 63245 31935!35{0 1 1 - 319 3516921 1 Ytelutlaymn IMa 11¢nois Masan IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA U •x:t-i b �rnry rro r. J KEY PLAN oRnwT4 AG%20VED mB KPT ISSUER FOR BID DATE 0d 0111 HELD BOOK PROIECTNO_ SftT3)iN64819V162 )102980 PAVING DETAILS C4.1 L m C B A b EARTHWORK: IOWA RIVER TRAIL EARTHWORK: MCCOLLISTER NORTH CONNECTION Total Volure T.MV Station Cut Area FJI Aeeo Cut Mot Fal Vol Cum Cut Vd CVO EN Vol Net Vol WIDOW 000 000 am am 000 oW 000 la-2300 000 000 000 IN ON 000 10.5000 aaa Ow 000 000 W 000 am 000 ]an500 coo 000 aGO aGO OW D.wW 900 000 0= TA-Cut aW 603 a= 11 @500 14.42 115 66] L3 66] 053 614 U.5000 8]0 133 10]0 _ 7.3c 1.68 1S69 11.7500 1.95 693 484 391 2222 5.60 1662 12 +0000 625 839 368 ].38 25.90 1297 12.93 12 +2500 820 1114 665 9.10 3255 2200 1047 12 +5000 1655 1409 IIA6 1168 4401 3376 1025 12 .7500 000 6012 766 34.36 5167 6812 -1645 13 +0000 000 94.44 000 7155 5167 139.61 -BB[0 13 +2500 003 5920 001 71.13 5169 21081 - 159.12 13-WW 1751 816 812 3119 5981 24199 - 182.18 13 +7500 W13 687 1]42 696 ]].23 248.95 -17172 14+0000 1507 1209 1629 11.10 9352 26004 -16652 14 +2500 4.10 2630 887 2009 102.39 280 t3 - 177.74 11.5000 000 4384 205 3194 104.44 31207 -20763 14 +7500 000 4345 0Do 4033 104.44 35240 - 247.96 15 -OOW 000 1439 000 26.05 104.44 37926 -27481 15 -mm 025 121 336 0.11 873 104.56 397.99 - 28143 15 +5000 1.10 GET 355 In 17 39154 -28631 1547500 103 356 too 311 US 17 394.65 -28848 1640000 1.95 243 LAI 266 10758 39731 -28973 16 +2500 123 287 147 2A2 10905 39973 -29068 16 +SOPo 260 184 181 2.19 11086 40191 -29105 16 -MM 571 083 389 124 114.]5 4m PI -28840 1] +00.00 000 4.73 264 259 1[738 465.73 TOO 35 17 +25m BW 1015 000 691 11738 41264 -29526 1] +SOW OW 18]3 OW 1339 11738 42603 -30865 17+7500 0.00 1235 000 1433 11738 44037 - 322.98 184 == 025 033 012 9.34 11750 449.70 -33220 1842500 OW 1233 012 934 11762 45905 -34143 18450.00 000 All 000 1390 11762 472.44 -35482 18475= 0.= 150.° 000 14.77 IUb2 48121 -369M 19-WW 001 lie, aGO 1249 11762 49970 -382CR 19+25= O.B4 891 038 961 IIBW 5 =.31 -39131 19 +5000 087 13.97 0" 1659 11 &19 519.90 -40112 19 +7 5= 0= 1732 040 1588 11919 53578 -41659 2040000 000 Ilia 0.= 1736 11919 55314 -43195 20 +2500 Oa0 20.50 0= 1],44 11919 57059 -45139 2045000 ON 1911 a= 1833 119.19 58892 -46973 2047500 OOO 1393 0.W 15.33 11919 60422 - 48502 2h0000 000 1434 am 1309 11919 6231 -411NI 21 +2500 00 1335 OW 12.82 11919 630.13 -51093 21 +5000 aW 13M a 1223 11920 64235 -52316 21 +7500 ON 1145 0Go 11.35 11920 65310 -53450 22 +=.= 0= 1036 OW 10.11 11920 66381 -54462 22+2503 025 11= 012 986 11931 6736] -55936 22-M GO 4.94 060 2A1 537 1218 67904 -55732 22 +7500 594 076 504 063 12676 679.68 - 552.92 2340300 228 1.]B 380 1.19 130.56 680.8] -55031 23+25= 379 068 2.81 114 13337 68201 -54863 2345000 325 Ile 326 083 13663 682.84 -54620 23+75= 094 208 194 185 13858 66469 -54611 24400= 015 2.96 051 270 139m 68739 -54831 2442500 168 325 084 287 13993 6911.26 - 550.33 2445000 JM4 372 4,W- , 344 144.72 693.71 -54899 24.7500 2796 009 1222 185 [5694 695.56 -53862 2540=00 860. 214 1107 IN 16"1 69665 -52864 25+25= 324 362 4.86 2,70 172.86 693.35 -52640 25+5000 330 227 303 2.72 17589 AWN -52618 25 +7500 2811 248 282 220 17871 704.21 -52555 26,000 323 303 2.711 255 18151 70682 -52532 2642503 152 476 220 361 18370 710.43 -52672 2645003 194 450 160 429 18531 719.72 -52941 26.75 CO 193 398 179 393 187.10 71864 -53155 2]+0060 252 3.12 206. 329 18915 72193 -53217 2]+2500 4]0 165 103 334 221 19249 19805 724.13 -53164 27+50 Co T30 555 124 72537 -52732 2747500 722 106 700 097 20505 12634 -52129 28400= 968 089 810 1183 1172 093 zu is 22998 72725 127.84 72801 - 514.10 28+2500 1489 0.38 059 -5@.86 28 +5900 829 aa0 01] 236.]0 -49131 28 .7500 220 64 4.95 275 2165 ]3075 48910 28+q.= 248 179 134 212 24299 732.8] -68988 n Total volwu is We 6mtlaa we Area PILL MY.) Val Fal Vol 0.vi mt vol. Cun Fal Vd Nes Vol 40.0000 oao 10 +50 i0 28+95 Po am am 000 000 40 +1065 Do _ 61CCOWSTER .707211. CU:NELTION 00 am 000 am 000 11 +5681 000 GRAVEL DRIVE REMOVAL W am om 400 aW 50+30= 000 M aW 000 000 am 40 +4000 166 TA-Cut 31 031 031 031 am 40 +5000 100 L3 49 125 on 155 -a]5 40 +6000 32] _ 79 260 159 115 -256 40-7000 4.95 2178454.03 2 313 311 ]26 -4.16 40.8000 1157 06 270 61] 998 -380 40. %00 IB30 150.000 53 239 IVI 1237 -06] 4000= 17.62 IIC4 665. 321 1836 1558 277 41 +1000 1594 1937 621 563 245] 2121 3 36 442000 1417 29W 557 896 3015 3017 -003 41+3000 12.46 4223 5.13 1322 3528 4339 -811 4144000 12]0 59 C6 4,Ofi. 1883 40.14 6222 -2208 41.5000 14.15 7121 520 2426 45.35 8648 -4114 41 +600a 14.95 8231 539 2843 5073 11491 -64.10 41 .7000 1515 9213 557 3242 5631 11733 -9102 468003 1526 103-05 563 3626 6194 18359 -12164 41 +go 00 1532 11313 566 4003 61.61 223.62 -15601 42+0OW 1472 12314 5% 4315 73 it 26].3] -19420 42 +1000 1410 13381 534 4758 ] &51 31995 -23645 42 +2000 1 }45 194.76 510 5159 8361 36654 -28293 42+3U.00 12]5 15567 485 5564 8846 422,18 -33372 9244003 12-05 16660 459 5968 9305 i8186 -38880 42 +5000 1223 17924 450 6484 9155 54590 -44035 42+60W 11.19 19710 434 6969 10189 61559 - 513.]0 42 +70DO 901 21607 3]4 ]651 10563 69210 -%6AS 42 ISO Go 698 23448 2.96 8344 10859 77554 -66695 42 +9000 500 25134 222 89.97 Hael 86551 - 754.70 43 +0000 588 26330 241 9530 112.82 96081 -84)99 43410= 581 27466 2.16 9962 11498 106043 - 945.45 43 +2000 598 28635 218 10389 11717 116433 - 1047.16 43 +3000 599 29]91 222 HOW 11938 127251 - 115312 43 +4000 519 tm91 218 11140 12156 138430 - 126274 43+5000 set 30852 215 11378 123]1 149809 - 13]43] 43+60.00 416 26717 736 21969 13107 1]17]8 -1586 J0 43+700 002 29.]0 399 13183 13507 184961 - 171454 43+ =00 SAID 000 a= 648 13507 IBSEN -172102 43 +90= 0= OW 0= 0= 13507 185609 -172102 1.+00.00 600 040 0.= OW I35A] IB %A9 -172102 41.1000 OW 000 000 OW 1930] 1856-09 - 172102 44 +2000 0= 003 0.00 a= 13507 1856= -172102 dd +7-0.00 OW CW 0.00: 0= 13 SW 1856= -1721-02 TABULAUQD Of TEMPLATE QUANTITIES TRAIL SEGMENT CUT (C Y.) PILL MY.) F+W% (C Ya P.C. STA 24299 P.C. EASING 95273 _ IOWA RIVER TRAIL ]32.8] 10 +50 i0 28+95 158.812 653.80 515' 4E 35.43"E 23+13.60 40.90' LT _ 61CCOWSTER .707211. CU:NELTION 135ID 1,85609 2412.92 40+0 TO 43 +82) S9' 15' 0&15 7E 11 +5681 60055636 GRAVEL DRIVE REMOVAL 12403.78 600512.08 2178415.41 80.00 0. 000 (7:ORTI1 5'.OE; SHEET Cl 1) C2 GRAVEL DRRE REMOVAL 18J.11 0:00 000 (SOUTH SHE SHEET CEI 2178426 81 14 +82.17 60023/82 217844190 L3 22.895 TOTALS .41.39 4 2,588.96 3.36565 EARTHWORK SUMMARY ' QUANTITY INCLUDES TOPSOE VOLUME TRAIL CENTERLINE DATA TABLE HMQCNTAL LINE AND CURVE DATA Numb, Lia91h Rad 5 Lire /Chad D'rection P.C. STA P.C. NORTHING P.C. EASING P.T. STA P.T. NORTHING P.T. EASTING L1 158.812 653.80 515' 4E 35.43"E 23+13.60 40.90' LT _ Cl 44966 200.000 S9' 15' 0&15 7E 11 +5681 60055636 21]84W20 12403.78 600512.08 2178415.41 1-2 232.425 52 4& 4088"E C2 50.967 IDO.ODO 517' 24' 4192"E 14 +36.20 600279.93 2178426 81 14 +82.17 60023/82 217844190 L3 22.895 S32' DO' 46.971 _ C3 117,809 100.000 SI" 44' 1224 "W 15+1007 600212.41 2178454.03 16 +29.87 600101.35 21]84506] L4 64.564 535' 29' 11.44 "W C4 60.092 150.000 S24' 00' 35.07 'W 16+92.44 80004&77 2178413.18 17 +52.54 59999415 217836890 L5 10.247 S12' 31' 5870'W C5 72.342 150.030 SP 17 003YE 17 +62.78 599984.24 2176366.67 18+35.13 59991162 217838828 L6 15388 515' 05' S!EWE C6 54.017 100000 SO' 22' 301 B 'W 18 +50.91 599897.37 217839239 19 +04.93 599844.01 217839204 L7 288.878 STY 50 59.72 'W C9 19.691 200.000 518' 40' 1364 'W 21 +93,81 599566.12 217WI314 22 +1350 599547.47 2178306.84 L6 51.445 $21' 29" 2255 "W C8 20528 200000 S18'33'0226'W 22 +6195 599499.60 2178287.99 22 +8547 599480.15 2178281.47 L9 142.047 S15' 36' 36.97 "W 0 6L421 50.000 S31' 02' 2544'E 24 +27.52 599343.34 2178243.24 25 +08.94 59928104 2198280]4 LEO 308.462 S72' 41' 27.85E CIO 84.052 100000 553' 36' 42.8"" 28 +17.40 999215.28 2178562.11 29+01-46 599166.87 217864280 111 62.459 529' 31 11]76 "E GEOMETRIC DATA. IOWA RIVER TRAIL TRIAL CENTERUNE DATA TABLE HORIZONTAL UNE AND CURVE DATA Numb, Length Radus Line /Chord UtIltbOa P.0 STA P.0 NORTHING P.C. PASTING P.T. STA P.T. NORTHING P.T. LASTING 112 114.662 653.80 S68' 30' 32.45'E 23+13.60 40.90' LT 611 40.654 500.000 S66' 10' 46.95E 41+14.66 59949233 217837035 41 +5532 599475.92 217840793 113 197.122 S63- 51' 01.44'E C12 21.078 15.000 523' 35' 39 52 "E 43 +5249 599389.02 2128584.92 43 +23.57 59937/25 2178592.68 L14 61.410 516' 39' 42.41'W GEOMETRIC DATA MCCOLLISTER NORTH CONNECTION SURVEY CONTROL INFORMATION ID DESCRIPTION NORTHING EASTING ELEVATION REFERENCE AIIFARENi STATION OFFSET CP -100 CUT Y Da CAST SAAkE A=TMENT. ND W m a ucoxllsFA law. 599,44206 2,178,31328 653.80 TRAIL CL 23+13.60 40.90' LT CP -101 at'! W 11. MIIANE umG Naax <u3B or uccausTER 91w. 599,332.19 2,128.60585 652.95 _ TRADE CL 28 +14.61 124.17' LT _ CP -225 OIL'x' aN xcetNCAST LSIaRRIINfa LIL ar .Ff EAa07ar SFVF.R SGNIXI i 600,169.82 2,17&422 115 644.45 TRAIL CL 15 +46.65 4538' FIT SURVEY CONTROL INFORMATION T e SHIVEHATTERY R F Ci. I i E C T U P E e E it G I M E E P I IV 3031 NaO . gfis I Iola Chy, Iwa 53245 319354.3030 11.3193516931 I aMaNtlery.¢m aAa I mnaa I M us IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA KEY PLAN GRAM APPROVED N O ISSUED FOR _ DATE 0401.11 HELD 8064 PRWECT RO' 71616461-9100 1102900 �1�1f-'■/sp� ^J KEY PLAN GRAM APPROVED C6 WE ISSUED FOR DD DATE 0401.11 HELD 8064 PRWECT RO' 71616461-9100 1102900 EARTHWORK, SURVEY CONTROL, AND ALIGNMENT INFORMATION C5.1 D I e REFERENCED ELECTRICAL PLAN NOTES: EI PROAOE NEW CANOPY ISANt PER UCNT \G NNRE SLNEWIF 16.111. TIED Bb0[£ PER DETAIL 2/£AI_ P.1. "LAT ESS STEEL 41M WOE BRD SP. ?ES. APPLIED US.Vv EI6 FECGNGMO BY VAWIEACiI1RER ON ID, Ci FINTUH AVD W ALL HORRONTAL SUPPORTS E2 PROTOE NEW k410 STEEL CO+OVII d51ALLE0 M SNIE D, CRCFR USNG M (LAMPS [ECURD MM WEOCE ANCHORS FRONA 2GV STEEL C):9UIT kL G ANTLOWNT WALL TO EXTEND COLDNT ES BELOW (BADE i0 PULL BOY PROVIDE PV{ COATED OR HATS LAP WRM M CIX'WIT AS IT Unli 5 BELOW GRADE E4 PROVIDE SPIEME 10 PVT BELOW CAADE AI VIN1 30' COVER. ES PROVDE 7110 NA j10 CAD IN 3/1 C(MDNIT. E6 PROYDE A END O ME ON OUTSIDE OF NOI PRIDER REFER 10 OETAlL 3/Y1.1, E2 PRWIIE NEW 20A /IP MWT Bill M ENISTiSC VE2R PANEL WATCH MEND VAVUFAC411RER AND CYERAPNG CHARACEDSNCS EB PRONM? CGNWIT. 24 INN'VNI BELOW 4W9E TERVNAIE IN WLL BOY [g EXTEND COWOHS TO LOCADO I AS IMNTFIEO STY AD AVERCAN ENERGY EIO REFER TO MIA, 1/E91. E11 NEVOVE EGSTING WRAERCROUND SECO DARY SER.1 FEED IO:WCTMS TO VETER PEDESTAL NNOERSALOIO CWDUIT Al V 9E ABAMCNIO N PLATE .1 IT DOES NOT CCAFUCT W TH NEW W EIE IRANYOSCEOUR RPEAD WLL BE FLWA�SAED AND INSTALLED BY V.D AV MM AIE SC Tf E TO PROVDE SERME WHS PER NOTES FIT AID Fla_ CIS PRO., NCW (2) 2. 1. W POL Ell FEW PRNMY SEE OF VA AVERCAN ENERGY 14'.1DED TRALASTMED PAD TO PONT CE Ell L.ANM WAN AFPROM M WEL" WM VD AVERCA4 — ELD"L IE WLRN. f14 PROP# NEW r ED, 11 PVC CONWIt TROY SEW0 Y DDE M N`0 AVFGW ENERGY PRGNCEO 1RANy0RVER PAD TO E115NN0 VETER PEDESTAL SR CFML4TS INTO BASE REPLAOSO EDSRNG FEED. PVLL LN MIN 2 / 2. 1 13 ,R0.PI0 OPRONOE kP0 SER" El YCDREO NOiG ABUTMENT WALL VSLWi M CI$ MN5 YPURIED WM WEOM ANOKVlS SHIVEHATTERY A A C II I I E C I U- E- E Tl .I I I f EF.I N E= 2831 NON19Nb EMWe I bra CAY. Imv W45 319354.9040 I IaAL319.354,6921 I NlneNttdyarn 1.105N IMbsaW INTWRS FIOO Numbar. 1 8440324 IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA N E� a _ I cD J KEY PLAN Ell M APPROVED JM 455UEDFOR Do DATE ..01.11 FIELD BCCYC PROJECTNO' SRi3115(64B1 -9Hd3 110196D ELECTRICAL PLAN DETAILS E1.1 n c BI A GENERAL ELECTRICAL NOTES AND SPECIFICATIONS 1. WELTY EXISTING RATE CONDNIONS, UTILITY SEWCE REOU:REVENTS MD EXACT LOCATIONS OF SERYCE FACNDES BEFORE SUBVIEPEXI BO, SURVIVAL OF B ".D 1NOCATES COMRACIQ4 IS CCGNIIDIT OF AOB SHE CONDITIONS, ACTUAL PMSIUL LOGNOtS. N:0 NVRN r0 BE PERTOLARLD ALL UTWtt SERVICE STRUCTURES AAD DUCTS SCULL BE INSTALLED IN RY ACCOMANCE EN ER SVING UNITY COMPANY NEOULPEREN15. OBTAIN M49 PAY FOR ALL NECESSAY' PERMITS, J FINISH PANNG 9JRE 2. W.SIRVCTICH TERRS OLWY, STANDARDS WHO ACCEPTABLE WOODS CE INSTALUEON REW RED BY WERE FINISH GRADE' CONTRACT OOWITANTS ME BASED ON PUNISHED STAMAF55 OF NECA (IUP4UL ELECTPCAL CWIRACICAS ASSIXIANON). NANETW L EEECTRUCAL WEIY CORE AVESCAN HATMW SIAAAPDS INSTITUTE NATI(RA EIECIRtk HANUFACNR4A5 ASSOGAMN, IR.'MR OIEQ$ WASPRAIDiR£ AND TEN INIERHANCMPL ELVJPCAL OWE. 9USTATT L BF BD TOCAIES THE CONDONER 6 COWZM'T OF THESE SEMI APES AND ME REWEFORTS NECESSARY 10 PWCR11 ALL DIE. AS Yi FORM IN OHY MIMCI ..IN 3. RAFT PLANS ME DUCKWAR .. FORLON AS ROYLY AS PCS9$E AW REFER i0 AL CCNSIRUCNFN DOCUMENTS FOR STRUCTURAL MINES, EMT TWENTIETH MY CUTLET LOULADNS. ALINWCH NOT SNOW. CONTRACTOR SHALL OWY E ALL 1.11S, PULL BORE£ Cp.Wlr BARE£ CATHIE ETC. FOR A CCURLER CODE APPR01E0 TSrHLAti"H COONER ATE mix ALL MA YS MhNNlE TEEM AWING WAY BE PROPOSED BY MF CCNTRACt. RNAEVc: , AfrEACE WCONING CIX MUTT ON ME @NDNG ICIERN OR WT ME ROOF TOP WIL Of BE PERNIrEO. 4. ALL JUMOGN NO PULL BJhE STMT BE SUPPORTED PER NEC SEES NOW ARE FOR BOON E RIRDDAS CHLY: 9ZE WAS PER NEC FOR CESTLEM OF TILE ON IF USES FOR UTILITY TIMERS SOL AND INSTATE PER THE SFRY.NO UTILITY MORRIUCNIS S. REFER TO COUSIRUCTOR ORAWAGS DU YNT AND MINES FOR EXACT LOCATIONS CF ALL CENCE£ SLAW AND WUNT.G MGNi£ ECVPWENT AW OESCRPTILWS 6. PROPER A GREEN NAUATEO MOUNTING CONDUCTOR FEW AL EC(VPVFNi, UCHTNC BRANCH ORCUI£ 112 AND N. ON AS TIDIED. 2. CABLES. OF LARGER SIZES ORN 14 THA E BE CDNDNUDALT LUBRICAIED NTH AN ABROAD CLW W W, EXCEPT AS N011 AT M PULL -A PONT OF ME COxDUI 50 THAT NO DANACE OCCURS TO NE W4AUTCH LU3R'.CANT PULL BE FGYA'ATFR LUBFCANT J M WEAD40 EWYALENE WLUNL hNSYN UN FEEDER RUNS OKN 2N FEEL IN LOOP SHALL BE WFAmRED BY A OINAVGVEIFR WHO SHALL NOT EXCEED THE AMLEACHAPER'5 RECOVVFAVA IZI THE FADERS S SELL BE ALLY CMTNV WAY, WTNNT 9 UCES 8 GCH .1. OF ENRY SYSTIN 9Vit BE PFRVANFNILY WARNED OR TAGUD N COVTIAMCE MM 091A 9. ALL WAIUTICUS DIAL BE NEW. MD CF W SAUTE MANUFACTURER FOR GUI (TESTS OR CROUP OF EWIPPENT MOUNTS SHALL BE L6h0 A D MPROWD BY INCERA2IER'S LABORA LOSES FOR HE RK MO ENKCINDUt, AYD SHALT OEM THE IN`RCTW LABa WHOM SLB.ECr TO 9301 AYRDVAt WAIERWS PAPAL WIDE WIN ME APPROWW a THE WIMN BE THECT 11 WEI,, MA ALL WK. BODIES LUTING JAbm:CI:OL ATERIMS SLLLL BE MANUFACTURER N ACCORDANCE WITH MELLOWER SIANOMM ESTMIAffO BY AN SL, D L.. NE." AM HURT TOCALL PER VAYG4A[RWYW RECOVYEWIATpIi 10. S95TNMYS WE YECTE0 MATERIALS ARE W NOWN A4S WHO APPLICABLE YCTOS M IM PROFLt MAWf1 . APPRMW WE ALTERNATE UNCRET RES ME BY .11. AN0.NUS OR AS STARE ON TIE PUNS PROPOSED NOTARIES FOR LICNTNC IRRITANTS STILL BE SUSIRI F0 A M %WW OF 10 DAYS %dON TO 80 WM A SAMhE CO/JLEIE NM 125V CORD AM GP. 11. URBAN SHOP ORAWNGS FOR ALL THEIR PdRS W ELECTRKA EU.WWENT NOUDNG BUT PUT LWAT:O OR UGH. FURT AND SUPPORT SYSRU& ME AND AMCTIW TUES. WATER AND CONDUCTOS. 12. CCNTRNCTOi OWL PERFOR11 AL WORN IN ACCORDANCE WTH AL GOKRNNG STAR, MAINLY. LOCAL CCUES OSHA AM IK PREYNRY A0.T20 EMTON BE ILE NATOILL RECTRICJL ME (HEL)L t3. LONWCIOts PWL BE NEW. U L LISTED AHD INSIDER. DICE CRAZE GW KlT CLAPS. CORPOL WARNED EVERY 24. AO G EACH LENGTH OPENING VANfACTLIAFR'5 NAME MAXNW ALLOWABLE KLINK ALTO 9II. CONWCIOK 91IU BE TYPE'mWF (w) M -.- RUST} aUKR ENE WEE 10 T2 SHE IN UNSANITARY PA M*Ti CENTURIONS 9ZE RO AND LARGER 9VLL BE SIRAWED, CCHWCIDNS BOTH 112 AM STATERS BRUCE DE SUN 14. CMMWT SPUN AS FIDOMD OR APPROVED FOR BNYO NSIAUMRI SETTLE BE WOO GWVANCOD ShR ROSS, OR N IRSTOATE N1AWC CONCERT, LW.0 KL BOXES NO F THOU SHALL BE SUPPORTED AND YbINEO IN CCYRPMCE NTH NEC. MR OUJE PO A: APPLY PRVFR AND PAINE TO WATCH 9UxFACE TO LARCH IT 6 ATLUNTED 15- OHM(£5 A 9:RNCES OWL BE WALE SD AS io PRGVOE A UPPLAWS OF PNTERRFFRCE WTI TS WERAIIMT OF STREET UWTNG WHEN OIANMS RECUME PNIDD.W OF STRIKES. NOTFT T$ PROPER @NL0.NG AHNOLTES WE LESS MAN 22 HORS M MVAZU AND WIAN APPROVE FRW THESE AU1XOaTES BEFORE UNIONS OWICES mLH HOMES STILL OK pNATOY MO NATURE OF 9NIDONY 1CMJORANY A¢P0.NC£MENIS 9uLL BE AFPROWD BY TE SA TA. NMCIDE MIS FM IEVPoNMT CURIAL I'D OKRCRE MTR REWARD, N LEE WN1RACl EW PLANE TEMPORARY WR,NO AT ME TRANSIENT OF kry(. 16. SCHEDULE 40 OR SO FARO WATCH NET CODE SZED WOUND, STAND. BE USED UNPFAGRUWO ONLY.. 6 MPROKD BY DUE CORE NSTALL P'N. U 24' BROW TRUCE NO FEW TREAT COY REOPR[KNr£ PROVCE RED. WNA TC KIUQ WARNK TAPE Al 12 BROW CRAZE DYER AL LFMHAORN) ELECTORAL WORDS, VANTAN NOkZGNTA AND XATGl CLEMMCE OF 12" BE WERE BETWEEN ENE KYIACE AND IAN P0.TACE ON OMR UEWIES 17. AL WHOLE ONLY (CO) OWL NAT£ A 3/15- PER TLNEALE STRENGTH PULL RDPE 18- USE ONLY CWFETENT AND EXCEED PEEKSWUL MIT PERFORM ALL W(M. NCLUDNG MSMELC AS WELL AS HELIUM AND WEOTINGL ASPECTS TO STAWAWS CM.9SIENr WON ME BEST PRKII[ES U THE PLACE. 19. PROVM OE OMRR NTH GE (1) YT U WVPLETE RECRMAL'AS -BUTT RAPWOWOftE DRAWINGS AT THE WWOV CN BE THE ANOINT W B, SPRANG AC WHOSE RTNA WWI OENTNCATON, CENTS OF CAMAGRWN9 RUNS AND AL LOGTIXK. AL &GCOWRFS. BROAD. WANUA£ CAIAWS. SOP gUWNGS, ETG. 91AL DE RELATED OVER TO ME DINNER At. (INTERCEPTER. 20. W ITS fl91t MAT ACONFUCT CCW 6 REUTERS THESE MENTEM NOTES AND ELECIPoGL SPECIFICATIONS DRAW M A PMT OF MS: WONENTS, RAIL WORE SWMGiHT BODEMENT SCALE PREVA'L 21. PRONDE A REN40 PANEL ORECTORY RYACATNG AL NEW (SEMT 6`RNINIGTGt UNOSnraBED SOL WAZITE BOLT -DOWN COVER MATH 1/2- PENTA BOLT WAZIM SERNCE BOX - 1 -112'0 SCHEDULE 40 PVC CONDUIT 0. DIA -1/2' TO 3/1 WASHED GRAVEL 1. CONTRACTOR SHARE NDAAJ Ru ELEVATION PkER r0 IINAT PAKILENT . OR HOTEL GRADE 2. IYXTY N -CENUM WLLWIFS WAZIR CUi6RETE YRKKF BOA PCIII.12 AN LID PC1212CAI£ WARREN AT DRUM UYL To DEAD 'ELECDEG' OR •STREET LTr AS APPUGBLE OTYPICAL TYPE 'PB1' PULLBOX DETAIL � 1ar To sG4E C q D I b ELECTRICAL SYMBOLS Ate'. NOT ALL SW R0.5 SNOW WAY II 04 lIR5 RONALD L7 _ Xl WDUIY SExMCF POE AS NOrzD O ELLCIR4AL BOON ON EWINENI AS "T" PBI 6RANOi ORCNi PWLL BO% r9] RM,D'E 9hO PEN 4O MH,.AN NEW... TNHS OEYARIgT ELECIR{AL CU` D AT UNCENOtOAND, FZC AND WORCIONS NOTED NIM E>PDSEB. SEE AND WECTS COON'T ELECIRCLL "A"NT XWE RJN TO PAN" 119 BRANCH CROWD PANFLBOUO a WALL VWXIED AMCDM BOX ISWA ]R O SURFACE ..1. II 1. PHONE PEA IHN,MD SEE f MM UNC G[TE WYAPIRGINO ARLSVAf; NERNILECISCALL CMTIR0. NEUT (E) ERRING, 10 REWAN, OR ASHOTD F.O.0 PONI OF c0.VELINI4 pgNOE FlHIASK N$TItILD .1 C01.ANTIP. CWTEIE. CO CUMULI ONLY LM ML ROPE ASTALI£0 H "ECIRRW NEW .. NEMYIIE REFENgCF MECTRCAL SYMBOLS NOTES 1- 046 5 A SCHISM SIWCUL USE HOT AL SYWM5 VASE BE USED W BANS ? CCNNAI AND CONDUCTORS IF 9pNY 10 TUCA E ORCNTYG AND ON EMT TCW. EMT RW1NG OF WHOLE AND L SIR NG DIE WMTNES EF c(LOUNE S S4AL HE IRE RESPON9BUTY OF THE CUHIRACIOR 3. WHERE USED, LOWER EASE LITERS AT FUIIWE MD SWITCHES NOME ASS TIRO MIS FOR WINING LVMR CASE ELDERS Ar FIXTURES WOIGTE THE TYPE U CALLS" MNBFA$ AT AT FAILURES MUTE TEMETBOLFD CROUTE 3 ) NorIo scATE EXISTING CONDITION NORTH ELEVATION OF BRIDGE LIGHTING FIXTURE SCHEDULE L7 _ NAME'. AW NYA KNEW, OI _ NOD eYLSI IRis INONIL,G TWIG OEYARIgT MIrKE TRUE J LI VCRf18EN NDEUR ASH ML -SINN - LED SYN. 91 N/N 120 SEE - MM UNC G[TE WYAPIRGINO ARLSVAf; L -U- SOS -NP -TIT ARAM ORIM 2/E401 REPTINDR OF IT. NJACI NROM ON MPRO'h0 A YJ15 HAITIAN MGtDED PoLIGRDUTAIE. R.1 PEES DE [A51 NCUSNG WWtE -IN 1 N 5 WPL[ A CA W 1 I'hN 15 AYP 11 DAYS A COAT FUD CEABLE COAT MYTMO R 1 C" MYTH IO B�0 EOL CUNS'CEAANON HERE OR FIELD REPLACEABLE LED 5'L OUT REP} IGTUFEO AlW!NW FNS} TAVPFA RE95IAYi HAPONME SHIVEHA- FFE-RY A R£ R I T E C T U k E H E 14 G I N E E F I N� R83, foruww ONES 1 RTAA Gly, -A -52243 319355.30401 raz 318351.6921 15Me1a11WY.mN Ima I taints I M¢wnl I'. -nos Firm IE.W., 181-033214 IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWACITY, IOWA KEY PLAN DRAWN CFJ APPROVED AJAR WORD FM BID DATE o4.oLtt FIELDS(ACK PROJECT SRT N5(G46jf9H 52 1102980 ELECTRICAL SYMBOLS NOTES, FIXTURE SCHEDULE AND DETAILS E4.1 N y L7 J KEY PLAN DRAWN CFJ APPROVED AJAR WORD FM BID DATE o4.oLtt FIELDS(ACK PROJECT SRT N5(G46jf9H 52 1102980 ELECTRICAL SYMBOLS NOTES, FIXTURE SCHEDULE AND DETAILS E4.1 E D 11 +50 652 ovosso AL TP PT w M4 652 650 E>:S f`, _ - _ 1 WT _- 550 646 648 - 4a, _ _ -- 646 648 - 646 M 648 642 648 644 642 646 -- 644 644 646 638 - -- 644 642 644 611 fi40 -40 -20 0 20 40 v ovosso AL TP PT w M4 wu 646 644 650 648 E>:S f`, _ - _ 1 WT _- 650 648 646 648 - 4a, _ _ -- 11 +25 -40 -10 0 20 40 11 +00 650 650 648 648 646 846 644 -40 -20 0 20 40 10+75 C 650 N 650 646 ° 648 - - - -I 1 648 546 -40 -20 0 20 40 B o$ =i ii 10 +50 650 b50 648 648 646 646 -40 -20 0 20 40 10 +25 650 650 648 -- 648 646 aO - - - -- 646 -40 -20 0 20 40 10 +00 650 650 648 618 646 �N 646 -40 -20 0 20 40 13+25 650 r 648 _J 648 646 -- - - -- 646 644 644 642 - - -- 642 ya 640 r� 640 638 -40 -20 0 20 40 13 +00 650 650 648 648 646 616 644 `" -- 644 642 mq 642 640 - - -- 1°1p 640 -10 -20 0 20 40 12 +75 648 648 646 -- 646 644 644 642 -- -- 642 -40 -20 0 20 40 12 +50 652 652 6w 650 648 _ 648 646 646 4 54 - - - - ' mg 644 642 'O'O 642 -40 -20 0 20 40 12 +25 652 652 650 650 648 618 646 646 644 644 642 mb 642 -40 -20 0 20 40. 12 +00 650 650 6 8 648 646 646 644 644 I Fill ��, f%" -40 -20 0 20 40 11 +75 652 652 6 0 — 650 648 - - - - 648 646 m 646 644 'O'O 644 -40 -20 0 20 40 15 +00 646 646 644 642 9 PT w M4 wu 646 644 650 648 - _ - _ 1 WT _- 650 648 646 648 - 4a, _ _ -- 646 �.. - 646 M ... -40 -10 0 20 40 11 +00 650 650 648 648 646 846 644 -40 -20 0 20 40 10+75 C 650 N 650 646 ° 648 - - - -I 1 648 546 -40 -20 0 20 40 B o$ =i ii 10 +50 650 b50 648 648 646 646 -40 -20 0 20 40 10 +25 650 650 648 -- 648 646 aO - - - -- 646 -40 -20 0 20 40 10 +00 650 650 648 618 646 �N 646 -40 -20 0 20 40 13+25 650 r 648 _J 648 646 -- - - -- 646 644 644 642 - - -- 642 ya 640 r� 640 638 -40 -20 0 20 40 13 +00 650 650 648 648 646 616 644 `" -- 644 642 mq 642 640 - - -- 1°1p 640 -10 -20 0 20 40 12 +75 648 648 646 -- 646 644 644 642 -- -- 642 -40 -20 0 20 40 12 +50 652 652 6w 650 648 _ 648 646 646 4 54 - - - - ' mg 644 642 'O'O 642 -40 -20 0 20 40 12 +25 652 652 650 650 648 618 646 646 644 644 642 mb 642 -40 -20 0 20 40. 12 +00 650 650 6 8 648 646 646 644 644 I Fill ��, f%" -40 -20 0 20 40 11 +75 652 652 6 0 — 650 648 - - - - 648 646 m 646 644 'O'O 644 -40 -20 0 20 40 15 +00 646 646 644 642 9 640 -40 -20 0 20 40 14 +75 648 u. 2R 648 m 646 - ___ _, 696 644 — —_ — 644 642 «< 642 -40 -20 0 20 40 14 +50 ° w M4 wu 646 644 ' 648 me AR(42JVED WT _- 645 644 648 646 642 _ _ 644 646 - 640 -40 -20 0 20 40 14 +75 648 u. 2R 648 m 646 - ___ _, 696 644 — —_ — 644 642 «< 642 -40 -20 0 20 40 14 +50 ° iRM M4 648 ' 648 me AR(42JVED WT _- 645 644 648 646 _ _ 644 646 - 646 648 646 642 648 644 642 640 -- 644 644 640 638 - -- 644 642 636 642 fi40 640 638 — as 638 G38 -40 -20 0 20 40 14 +25 646 2 ° 2:d 648 646 646 me AR(42JVED WT _- 645 644 - 650 _ _ 644 646 - 650 648 646 642 648 645 642 640 646 644 640 638 - -- 644 638 636 636 -40 -20 0 20 40 14 +00 -40 -20 0 20 40 13 +75 2 ° 2:d 550 650 646 me AR(42JVED WT _- 610 648 / - 650 _ _ PRWECTIM: 646 - 650 648 646 644 648 645 644 $e 646 644 642 644 642 640 642 642 640 as 638 640 62 $ 838 636 - 636 -40 -20 0 20 40 13 +75 -40 -20 0 20 40 13 +50 652 652 650 - 650 648 - 648 fi46 - -- - 646 644 644 642 642 640 - e!pk -- 640 ten. -40 -20 0 20 40 ° � a a 0 IOWA RIVER TRAIL CROSS- SECTIONS Sfl1L OgOi> I' • N( I ass8n f . u' I6 +75 644 " -, - - + °1d 644 842 -__ -_- -- 641 640 not --- 640 638 - 'O `O 638 -40 -20 0 20 40 16 +50 646 646 644 _ _ 644 642 - - -- _ 6a2 640 `OO - 640 -40 -20 0 20 40 16+25 646 646 644 _ -.n " 644 642 642 640 i°�1° 640 -40 -20 0 20 40 16 +00 648 648 646 ------ 646 644 644 642 « A 642 640 640 -40 -20 0 20 40 15 +75 2 ° 2:d 550 650 646 me AR(42JVED WT _- 610 648 / - 648 _ _ PRWECTIM: 646 - 644 646 644 642 644 $e 642 An 642 642 640 638 as 638 -40 -20 0 20 40 13 +50 652 652 650 - 650 648 - 648 fi46 - -- - 646 644 644 642 642 640 - e!pk -- 640 ten. -40 -20 0 20 40 ° � a a 0 IOWA RIVER TRAIL CROSS- SECTIONS Sfl1L OgOi> I' • N( I ass8n f . u' I6 +75 644 " -, - - + °1d 644 842 -__ -_- -- 641 640 not --- 640 638 - 'O `O 638 -40 -20 0 20 40 16 +50 646 646 644 _ _ 644 642 - - -- _ 6a2 640 `OO - 640 -40 -20 0 20 40 16+25 646 646 644 _ -.n " 644 642 642 640 i°�1° 640 -40 -20 0 20 40 16 +00 648 648 646 ------ 646 644 644 642 « A 642 640 640 -40 -20 0 20 40 15 +75 -40 -20 0 20 40 15 +50 648 648 646 - -- -' -' -- - - -- 646 644 - -- _ - 644 642 - - �- - 642 640 O O 640 -40 -20 0 20 40 15 +25 648 - -- -- 648 646 fi46 614 _ _ 644 642 642 640 640 -40 -20 0 20 40 SHIVC-HATTCRY A RC H I t E C r P E + E U G I fP E E PING 26H IkM WO I 1 Cry, bna 51345 319.351:30401 fac319.3516921 4Meta9ayt°m Iwa am's Mssawi IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD 10WACIT'. IOWA r t KEY PLAN 646 me AR(42JVED WT ISSUE0 i0R 610 DATE 646 644 PRWECTIM: SRT3715(64 YF 2 - 644 642 $e 642 An -40 -20 0 20 40 15 +50 648 648 646 - -- -' -' -- - - -- 646 644 - -- _ - 644 642 - - �- - 642 640 O O 640 -40 -20 0 20 40 15 +25 648 - -- -- 648 646 fi46 614 _ _ 644 642 642 640 640 -40 -20 0 20 40 SHIVC-HATTCRY A RC H I t E C r P E + E U G I fP E E PING 26H IkM WO I 1 Cry, bna 51345 319.351:30401 fac319.3516921 4Meta9ayt°m Iwa am's Mssawi IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD 10WACIT'. IOWA r t KEY PLAN CROSS - SECTIONS IOWA RIVER TRAIL W1.1 o6AwR me AR(42JVED WT ISSUE0 i0R 610 DATE 01.01.11 FlELDB PRWECTIM: SRT3715(64 YF 2 1102860 CROSS - SECTIONS IOWA RIVER TRAIL W1.1 0 EM s I ve SED 18 +00 644 -1RF4 CML. cann,N� 644 640 642 640 638 — - 630 636 636 634 6]0 634 632 628 632 6 0 628 626 -40 -20 0 20 40 - 630 628 'N- 626 626 -40 -20 0 20 40 17 +75 646 644 642 _____ __ -------------- a 642 610 640 638 636 636 636 634 634 632 632 630 630 628 ° 628 626 626 -40 -20 0 20 40 17 +50 644 644 642 642 640 640 6}8 638 636 6w 634 634 632 632 6X1 630 628 628 -40 -20 0 20 40 6l6 6l4 17 +25 z 644 642 640 638 6l6 634 -40 -20 0 20 40 6H 642 640 6m a zo to I J 1 a'O 614 -40 -20 0 20 40 19 +00 644 644 642 642 610 640 636 638 -40 -2A 0� 20 40 18+75 644 644 642 - __ 642 640 - -el� — fl 610 636 fi38 -ao -20 0 w 40 644 642 640 6]8 636 634 632 630 628 19 +25 644 644 642 642 640 640 638 638 636 � 636 6 3 9 40 18425 17+00 74 fi44 644 642 640 - - -- - -- - -' 6a0 6M 638 6fi O° fifi -aa -20 -40 -20 0 20 0 2I0 40 40 18 +50 644 694 642 ------ 641 640 -- -mid -- �- 640 618 1D'O 630 -40 -20 0 2 644 642 644 642 640 638 636 634 632 6]0 828 626 624 9 20 +50 -40 -20 0 20 4C 20 +25 6 {4 642 640 636 636 634 632 644 642 640 6 }8 636 631 632 6 }0 628 626 624 - 636 634 6 }2 630 628 20 +00 644 694 642 642 640 640 6]B 638 636 636 636 631 632 °f4i 632 630 'O'O 630 -ao -zo o zo 46 19 +75 644 644 642 6 42 610 ` = 640 638 836 636 636 634 mIm 634 -40 -ZO 0 20 40 640 19 +50 636 644 - 691 636 642 662 63 4 640 � 640 632 638 � 638 630 636 628 634 - - -- �°�-- -- - - - 634 -40 -20 0 20 40 642 640 638 � O IOWA RIVER TRAIL CROSS - SECTIONS SCNf'. ap3la Y . y] 212 +75 9 642 640 638 6 }6 634 632 6 }0 628 626 64C 638 - -- - - 636 634 6]2 -- 630 628 -- 626 $m 624 624 -40 -20 0 20 40 21 +50 644 642 640 638 636 634 632 630 628 626 62 4 644 642 640 - 6 }8 636 634 632 630 - 628 626 ° 624 -40 -30 0 20 40 21 +35 644 642 640 638 636 634 632 630 628 626 62 4 644 642 640 638 636 634 632 630 628 626 624 -40 -20 0 20 10 21 +00 646 644 642 612 640 -- -- 640 6 }0 6m 636 636 634 - - -- -- 634 632 632 630 6311 628 628 626 -- - 626 624 RN- - 624 -40 -20 0 ZO 4 0 20 +75 644 64? 640 638 66 634 632 60 628 626 644 642 - 660 - 6]e - 636 634 632 - 6X1 626 626 624 62 -40 -20 0 20 40 SHIVC- I- IAITC -RY F RC F:IiEC ?npE +EnGIts EE PING 30N NaVgale Ome I Iwa 6Jy, W. Si345 31935430f04u 319354b921 sMe- la'Jay µm wxa I roc I MstaM IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA N O D -{ -J • IT _-O KEY PLAN cao36crNO_ sarailwe46t -sNS2 CROSS - SECTIONS: IOWA RIVER TRAIL W1.2 6]0 628 626 -40 -20 0 20 40 - 636 634 6 }2 630 628 20 +00 644 694 642 642 640 640 6]B 638 636 636 636 631 632 °f4i 632 630 'O'O 630 -ao -zo o zo 46 19 +75 644 644 642 6 42 610 ` = 640 638 836 636 636 634 mIm 634 -40 -ZO 0 20 40 640 19 +50 636 644 - 691 636 642 662 63 4 640 � 640 632 638 � 638 630 636 628 634 - - -- �°�-- -- - - - 634 -40 -20 0 20 40 642 640 638 � O IOWA RIVER TRAIL CROSS - SECTIONS SCNf'. ap3la Y . y] 212 +75 9 642 640 638 6 }6 634 632 6 }0 628 626 64C 638 - -- - - 636 634 6]2 -- 630 628 -- 626 $m 624 624 -40 -20 0 20 40 21 +50 644 642 640 638 636 634 632 630 628 626 62 4 644 642 640 - 6 }8 636 634 632 630 - 628 626 ° 624 -40 -30 0 20 40 21 +35 644 642 640 638 636 634 632 630 628 626 62 4 644 642 640 638 636 634 632 630 628 626 624 -40 -20 0 20 10 21 +00 646 644 642 612 640 -- -- 640 6 }0 6m 636 636 634 - - -- -- 634 632 632 630 6311 628 628 626 -- - 626 624 RN- - 624 -40 -20 0 ZO 4 0 20 +75 644 64? 640 638 66 634 632 60 628 626 644 642 - 660 - 6]e - 636 634 632 - 6X1 626 626 624 62 -40 -20 0 20 40 SHIVC- I- IAITC -RY F RC F:IiEC ?npE +EnGIts EE PING 30N NaVgale Ome I Iwa 6Jy, W. Si345 31935430f04u 319354b921 sMe- la'Jay µm wxa I roc I MstaM IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA N O D -{ -J • IT _-O KEY PLAN cao36crNO_ sarailwe46t -sNS2 CROSS - SECTIONS: IOWA RIVER TRAIL W1.2 20 +00 644 694 642 642 640 640 6]B 638 636 636 636 631 632 °f4i 632 630 'O'O 630 -ao -zo o zo 46 19 +75 644 644 642 6 42 610 ` = 640 638 836 636 636 634 mIm 634 -40 -ZO 0 20 40 640 19 +50 636 644 - 691 636 642 662 63 4 640 � 640 632 638 � 638 630 636 628 634 - - -- �°�-- -- - - - 634 -40 -20 0 20 40 642 640 638 � O IOWA RIVER TRAIL CROSS - SECTIONS SCNf'. ap3la Y . y] 212 +75 9 642 640 638 6 }6 634 632 6 }0 628 626 64C 638 - -- - - 636 634 6]2 -- 630 628 -- 626 $m 624 624 -40 -20 0 20 40 21 +50 644 642 640 638 636 634 632 630 628 626 62 4 644 642 640 - 6 }8 636 634 632 630 - 628 626 ° 624 -40 -30 0 20 40 21 +35 644 642 640 638 636 634 632 630 628 626 62 4 644 642 640 638 636 634 632 630 628 626 624 -40 -20 0 20 10 21 +00 646 644 642 612 640 -- -- 640 6 }0 6m 636 636 634 - - -- -- 634 632 632 630 6311 628 628 626 -- - 626 624 RN- - 624 -40 -20 0 ZO 4 0 20 +75 644 64? 640 638 66 634 632 60 628 626 644 642 - 660 - 6]e - 636 634 632 - 6X1 626 626 624 62 -40 -20 0 20 40 SHIVC- I- IAITC -RY F RC F:IiEC ?npE +EnGIts EE PING 30N NaVgale Ome I Iwa 6Jy, W. Si345 31935430f04u 319354b921 sMe- la'Jay µm wxa I roc I MstaM IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA N O D -{ -J • IT _-O KEY PLAN cao36crNO_ sarailwe46t -sNS2 CROSS - SECTIONS: IOWA RIVER TRAIL W1.2 624 -40 -20 0 20 40 21 +50 644 642 640 638 636 634 632 630 628 626 62 4 644 642 640 - 6 }8 636 634 632 630 - 628 626 ° 624 -40 -30 0 20 40 21 +35 644 642 640 638 636 634 632 630 628 626 62 4 644 642 640 638 636 634 632 630 628 626 624 -40 -20 0 20 10 21 +00 646 644 642 612 640 -- -- 640 6 }0 6m 636 636 634 - - -- -- 634 632 632 630 6311 628 628 626 -- - 626 624 RN- - 624 -40 -20 0 ZO 4 0 20 +75 644 64? 640 638 66 634 632 60 628 626 644 642 - 660 - 6]e - 636 634 632 - 6X1 626 626 624 62 -40 -20 0 20 40 SHIVC- I- IAITC -RY F RC F:IiEC ?npE +EnGIts EE PING 30N NaVgale Ome I Iwa 6Jy, W. Si345 31935430f04u 319354b921 sMe- la'Jay µm wxa I roc I MstaM IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA N O D -{ -J • IT _-O KEY PLAN cao36crNO_ sarailwe46t -sNS2 CROSS - SECTIONS: IOWA RIVER TRAIL W1.2 -40 -30 0 20 40 21 +35 644 642 640 638 636 634 632 630 628 626 62 4 644 642 640 638 636 634 632 630 628 626 624 -40 -20 0 20 10 21 +00 646 644 642 612 640 -- -- 640 6 }0 6m 636 636 634 - - -- -- 634 632 632 630 6311 628 628 626 -- - 626 624 RN- - 624 -40 -20 0 ZO 4 0 20 +75 644 64? 640 638 66 634 632 60 628 626 644 642 - 660 - 6]e - 636 634 632 - 6X1 626 626 624 62 -40 -20 0 20 40 SHIVC- I- IAITC -RY F RC F:IiEC ?npE +EnGIts EE PING 30N NaVgale Ome I Iwa 6Jy, W. Si345 31935430f04u 319354b921 sMe- la'Jay µm wxa I roc I MstaM IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA N O D -{ -J • IT _-O KEY PLAN cao36crNO_ sarailwe46t -sNS2 CROSS - SECTIONS: IOWA RIVER TRAIL W1.2 632 60 628 626 644 642 - 660 - 6]e - 636 634 632 - 6X1 626 626 624 62 -40 -20 0 20 40 SHIVC- I- IAITC -RY F RC F:IiEC ?npE +EnGIts EE PING 30N NaVgale Ome I Iwa 6Jy, W. Si345 31935430f04u 319354b921 sMe- la'Jay µm wxa I roc I MstaM IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA N O D -{ -J • IT _-O KEY PLAN cao36crNO_ sarailwe46t -sNS2 CROSS - SECTIONS: IOWA RIVER TRAIL W1.2 62 -40 -20 0 20 40 SHIVC- I- IAITC -RY F RC F:IiEC ?npE +EnGIts EE PING 30N NaVgale Ome I Iwa 6Jy, W. Si345 31935430f04u 319354b921 sMe- la'Jay µm wxa I roc I MstaM IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA N O D -{ -J • IT _-O KEY PLAN cao36crNO_ sarailwe46t -sNS2 CROSS - SECTIONS: IOWA RIVER TRAIL W1.2 KEY PLAN cao36crNO_ sarailwe46t -sNS2 CROSS - SECTIONS: IOWA RIVER TRAIL W1.2 E D E k C Y 4 k 7 s _ B s$ >E da ysK A �e E° 646 644 642 640 638 636 634 632 630 628 626 624 22 +75 646 644 642 640 638 636 534 632 630 628 626 524 -20 0 20 22 +50 642 - - - - -- -- 640 638 636 634 632 630 628 626 ee 624 -40 -20 0 w 40 642 640 638 636 634 632 63 628 626 _-_ -- - 22 +25 642 640 638 636 63 632 630 628 626 fi54 654 652 652 fi50 648 - -- - 650 646 646 644 646 644 644 - 644 642 640 642 640 638 - 656 fi54 652 650 648 646 644 642 640 638 636 634 632 630 628 626 624 4 o 23 +75 656 654 652 650 648 646 644 642 640 638 636 634 632 630 628 626 624 -40 -20 0 20 40 23 +50 -40 -20 0 20 w 23 +25 fi54 654 652 652 fi50 648 - -- - 650 646 646 644 646 644 644 644 642 640 642 640 638 - -- _ 638 636 636 634 632 634 632 632 6b 632 630 630 528 630 628 626 628 626 628 626 626 -40 -20 0 20 w 23 +25 -40 -20 0 20 40 -w -20 0 20 w 23 +00 618 22 +00 642 __ - - - 642 640 - - - 640 638 am 636 636 634 634 632 632 630 630 628 628 626 626 a 646 �_ -- 646 644 644 642 642 640 640 638 638 636 636 634 - -- 634 632 632 630 630 628 - -- 628 626 u 626 - -- -40 -20 0 20 40 -- -- -w -20 0 20 40 4 1 - - -r 24 +75 646 646 644 644 542 -__ 642 640 - -- -- -__- a 640 838 636 636 636 -w -20 0 20 40 24 +50 646 644 642 640 638 636 634 632 630 628 626 624 646 644 642 640 638 - am 634 632 - - 630 628 FE m 626 da 624 -40 -20 0 20 40 24 +25 648 646 644 642 640 638 636 634 632 630 628 626 624 648 646 644 - -- 642 640 638 636 634 632 630 628 626 rn — 624 w -20 0 20 w 24 +00 650 646 646 644 642 640 636 636 634 632 630 628 626 6 24 _ 650 648 646 644 642 640 638 636 - - 634 - - 632 630 628 —F» 626 624 -40 -20 0 '20 40 - "1 _- o IOWA RIVER TRAIL CROSS - SECTIONS eta awn r . x I Awo r . zr 25 +75 650 � 650 648 648 646 60 544 644 642 642 6w -- -- - - -- 640 638 638 -40 -20 0 20 40 25 +50 648 648 646 646 644 644 642 -- - - - -� 642 6w _____ 640 638 638 wm -40 -20 0 20 40 25 +25 646 646 644 644 542 5R 642 540 - - - -- 640 5338 u °m 636 -40 _M 0 20 40 25 +00 646 646 644 a 4 642 642 640 -- - ° +° - -- - -- 640 638 'O'O 638 -40 -20 0 20 40 SHIVCFIATTC-RY ARCHITECTURE +E nGI(4 EE PING i NaY WIX I"w Q�,". SY45 319.354.3040 1 1-319 35Ml 1 N1a4uVCY.arn Ima I Mf I Ma IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA O C) Po Po 1C-) 1 rn --a - :7s Ta J KEY PLAN PROJEC _ SRT.3216(646}6 2 110293D CROSS - SECTIONS: IOWA RIVER TRAIL W1.3 654 654 652 652 650 650 648 6, 6w 646 644 644 642 640 642 640 638 - _ 638 Gm 636 634 634 632 632 630 630 628 626 628 626 -40 -20 0 20 40 -w -20 0 20 w 23 +00 618 22 +00 642 __ - - - 642 640 - - - 640 638 am 636 636 634 634 632 632 630 630 628 628 626 626 a 646 �_ -- 646 644 644 642 642 640 640 638 638 636 636 634 - -- 634 632 632 630 630 628 - -- 628 626 u 626 - -- -40 -20 0 20 40 -- -- -w -20 0 20 40 4 1 - - -r 24 +75 646 646 644 644 542 -__ 642 640 - -- -- -__- a 640 838 636 636 636 -w -20 0 20 40 24 +50 646 644 642 640 638 636 634 632 630 628 626 624 646 644 642 640 638 - am 634 632 - - 630 628 FE m 626 da 624 -40 -20 0 20 40 24 +25 648 646 644 642 640 638 636 634 632 630 628 626 624 648 646 644 - -- 642 640 638 636 634 632 630 628 626 rn — 624 w -20 0 20 w 24 +00 650 646 646 644 642 640 636 636 634 632 630 628 626 6 24 _ 650 648 646 644 642 640 638 636 - - 634 - - 632 630 628 —F» 626 624 -40 -20 0 '20 40 - "1 _- o IOWA RIVER TRAIL CROSS - SECTIONS eta awn r . x I Awo r . zr 25 +75 650 � 650 648 648 646 60 544 644 642 642 6w -- -- - - -- 640 638 638 -40 -20 0 20 40 25 +50 648 648 646 646 644 644 642 -- - - - -� 642 6w _____ 640 638 638 wm -40 -20 0 20 40 25 +25 646 646 644 644 542 5R 642 540 - - - -- 640 5338 u °m 636 -40 _M 0 20 40 25 +00 646 646 644 a 4 642 642 640 -- - ° +° - -- - -- 640 638 'O'O 638 -40 -20 0 20 40 SHIVCFIATTC-RY ARCHITECTURE +E nGI(4 EE PING i NaY WIX I"w Q�,". SY45 319.354.3040 1 1-319 35Ml 1 N1a4uVCY.arn Ima I Mf I Ma IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA O C) Po Po 1C-) 1 rn --a - :7s Ta J KEY PLAN PROJEC _ SRT.3216(646}6 2 110293D CROSS - SECTIONS: IOWA RIVER TRAIL W1.3 a 646 �_ -- 646 644 644 642 642 640 640 638 638 636 636 634 - -- 634 632 632 630 630 628 - -- 628 626 u 626 - -- -40 -20 0 20 40 -- -- -w -20 0 20 40 4 1 - - -r 24 +75 646 646 644 644 542 -__ 642 640 - -- -- -__- a 640 838 636 636 636 -w -20 0 20 40 24 +50 646 644 642 640 638 636 634 632 630 628 626 624 646 644 642 640 638 - am 634 632 - - 630 628 FE m 626 da 624 -40 -20 0 20 40 24 +25 648 646 644 642 640 638 636 634 632 630 628 626 624 648 646 644 - -- 642 640 638 636 634 632 630 628 626 rn — 624 w -20 0 20 w 24 +00 650 646 646 644 642 640 636 636 634 632 630 628 626 6 24 _ 650 648 646 644 642 640 638 636 - - 634 - - 632 630 628 —F» 626 624 -40 -20 0 '20 40 - "1 _- o IOWA RIVER TRAIL CROSS - SECTIONS eta awn r . x I Awo r . zr 25 +75 650 � 650 648 648 646 60 544 644 642 642 6w -- -- - - -- 640 638 638 -40 -20 0 20 40 25 +50 648 648 646 646 644 644 642 -- - - - -� 642 6w _____ 640 638 638 wm -40 -20 0 20 40 25 +25 646 646 644 644 542 5R 642 540 - - - -- 640 5338 u °m 636 -40 _M 0 20 40 25 +00 646 646 644 a 4 642 642 640 -- - ° +° - -- - -- 640 638 'O'O 638 -40 -20 0 20 40 SHIVCFIATTC-RY ARCHITECTURE +E nGI(4 EE PING i NaY WIX I"w Q�,". SY45 319.354.3040 1 1-319 35Ml 1 N1a4uVCY.arn Ima I Mf I Ma IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA O C) Po Po 1C-) 1 rn --a - :7s Ta J KEY PLAN PROJEC _ SRT.3216(646}6 2 110293D CROSS - SECTIONS: IOWA RIVER TRAIL W1.3 - -- -40 -20 0 20 40 -- -- -w -20 0 20 40 4 1 - - -r 24 +75 646 646 644 644 542 -__ 642 640 - -- -- -__- a 640 838 636 636 636 -w -20 0 20 40 24 +50 646 644 642 640 638 636 634 632 630 628 626 624 646 644 642 640 638 - am 634 632 - - 630 628 FE m 626 da 624 -40 -20 0 20 40 24 +25 648 646 644 642 640 638 636 634 632 630 628 626 624 648 646 644 - -- 642 640 638 636 634 632 630 628 626 rn — 624 w -20 0 20 w 24 +00 650 646 646 644 642 640 636 636 634 632 630 628 626 6 24 _ 650 648 646 644 642 640 638 636 - - 634 - - 632 630 628 —F» 626 624 -40 -20 0 '20 40 - "1 _- o IOWA RIVER TRAIL CROSS - SECTIONS eta awn r . x I Awo r . zr 25 +75 650 � 650 648 648 646 60 544 644 642 642 6w -- -- - - -- 640 638 638 -40 -20 0 20 40 25 +50 648 648 646 646 644 644 642 -- - - - -� 642 6w _____ 640 638 638 wm -40 -20 0 20 40 25 +25 646 646 644 644 542 5R 642 540 - - - -- 640 5338 u °m 636 -40 _M 0 20 40 25 +00 646 646 644 a 4 642 642 640 -- - ° +° - -- - -- 640 638 'O'O 638 -40 -20 0 20 40 SHIVCFIATTC-RY ARCHITECTURE +E nGI(4 EE PING i NaY WIX I"w Q�,". SY45 319.354.3040 1 1-319 35Ml 1 N1a4uVCY.arn Ima I Mf I Ma IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA O C) Po Po 1C-) 1 rn --a - :7s Ta J KEY PLAN PROJEC _ SRT.3216(646}6 2 110293D CROSS - SECTIONS: IOWA RIVER TRAIL W1.3 24 +75 646 646 644 644 542 -__ 642 640 - -- -- -__- a 640 838 636 636 636 -w -20 0 20 40 24 +50 646 644 642 640 638 636 634 632 630 628 626 624 646 644 642 640 638 - am 634 632 - - 630 628 FE m 626 da 624 -40 -20 0 20 40 24 +25 648 646 644 642 640 638 636 634 632 630 628 626 624 648 646 644 - -- 642 640 638 636 634 632 630 628 626 rn — 624 w -20 0 20 w 24 +00 650 646 646 644 642 640 636 636 634 632 630 628 626 6 24 _ 650 648 646 644 642 640 638 636 - - 634 - - 632 630 628 —F» 626 624 -40 -20 0 '20 40 - "1 _- o IOWA RIVER TRAIL CROSS - SECTIONS eta awn r . x I Awo r . zr 25 +75 650 � 650 648 648 646 60 544 644 642 642 6w -- -- - - -- 640 638 638 -40 -20 0 20 40 25 +50 648 648 646 646 644 644 642 -- - - - -� 642 6w _____ 640 638 638 wm -40 -20 0 20 40 25 +25 646 646 644 644 542 5R 642 540 - - - -- 640 5338 u °m 636 -40 _M 0 20 40 25 +00 646 646 644 a 4 642 642 640 -- - ° +° - -- - -- 640 638 'O'O 638 -40 -20 0 20 40 SHIVCFIATTC-RY ARCHITECTURE +E nGI(4 EE PING i NaY WIX I"w Q�,". SY45 319.354.3040 1 1-319 35Ml 1 N1a4uVCY.arn Ima I Mf I Ma IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA O C) Po Po 1C-) 1 rn --a - :7s Ta J KEY PLAN PROJEC _ SRT.3216(646}6 2 110293D CROSS - SECTIONS: IOWA RIVER TRAIL W1.3 -w -20 0 20 40 24 +50 646 644 642 640 638 636 634 632 630 628 626 624 646 644 642 640 638 - am 634 632 - - 630 628 FE m 626 da 624 -40 -20 0 20 40 24 +25 648 646 644 642 640 638 636 634 632 630 628 626 624 648 646 644 - -- 642 640 638 636 634 632 630 628 626 rn — 624 w -20 0 20 w 24 +00 650 646 646 644 642 640 636 636 634 632 630 628 626 6 24 _ 650 648 646 644 642 640 638 636 - - 634 - - 632 630 628 —F» 626 624 -40 -20 0 '20 40 - "1 _- o IOWA RIVER TRAIL CROSS - SECTIONS eta awn r . x I Awo r . zr 25 +75 650 � 650 648 648 646 60 544 644 642 642 6w -- -- - - -- 640 638 638 -40 -20 0 20 40 25 +50 648 648 646 646 644 644 642 -- - - - -� 642 6w _____ 640 638 638 wm -40 -20 0 20 40 25 +25 646 646 644 644 542 5R 642 540 - - - -- 640 5338 u °m 636 -40 _M 0 20 40 25 +00 646 646 644 a 4 642 642 640 -- - ° +° - -- - -- 640 638 'O'O 638 -40 -20 0 20 40 SHIVCFIATTC-RY ARCHITECTURE +E nGI(4 EE PING i NaY WIX I"w Q�,". SY45 319.354.3040 1 1-319 35Ml 1 N1a4uVCY.arn Ima I Mf I Ma IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA O C) Po Po 1C-) 1 rn --a - :7s Ta J KEY PLAN PROJEC _ SRT.3216(646}6 2 110293D CROSS - SECTIONS: IOWA RIVER TRAIL W1.3 -40 -20 0 20 40 24 +25 648 646 644 642 640 638 636 634 632 630 628 626 624 648 646 644 - -- 642 640 638 636 634 632 630 628 626 rn — 624 w -20 0 20 w 24 +00 650 646 646 644 642 640 636 636 634 632 630 628 626 6 24 _ 650 648 646 644 642 640 638 636 - - 634 - - 632 630 628 —F» 626 624 -40 -20 0 '20 40 - "1 _- o IOWA RIVER TRAIL CROSS - SECTIONS eta awn r . x I Awo r . zr 25 +75 650 � 650 648 648 646 60 544 644 642 642 6w -- -- - - -- 640 638 638 -40 -20 0 20 40 25 +50 648 648 646 646 644 644 642 -- - - - -� 642 6w _____ 640 638 638 wm -40 -20 0 20 40 25 +25 646 646 644 644 542 5R 642 540 - - - -- 640 5338 u °m 636 -40 _M 0 20 40 25 +00 646 646 644 a 4 642 642 640 -- - ° +° - -- - -- 640 638 'O'O 638 -40 -20 0 20 40 SHIVCFIATTC-RY ARCHITECTURE +E nGI(4 EE PING i NaY WIX I"w Q�,". SY45 319.354.3040 1 1-319 35Ml 1 N1a4uVCY.arn Ima I Mf I Ma IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA O C) Po Po 1C-) 1 rn --a - :7s Ta J KEY PLAN PROJEC _ SRT.3216(646}6 2 110293D CROSS - SECTIONS: IOWA RIVER TRAIL W1.3 w -20 0 20 w 24 +00 650 646 646 644 642 640 636 636 634 632 630 628 626 6 24 _ 650 648 646 644 642 640 638 636 - - 634 - - 632 630 628 —F» 626 624 -40 -20 0 '20 40 - "1 _- o IOWA RIVER TRAIL CROSS - SECTIONS eta awn r . x I Awo r . zr 25 +75 650 � 650 648 648 646 60 544 644 642 642 6w -- -- - - -- 640 638 638 -40 -20 0 20 40 25 +50 648 648 646 646 644 644 642 -- - - - -� 642 6w _____ 640 638 638 wm -40 -20 0 20 40 25 +25 646 646 644 644 542 5R 642 540 - - - -- 640 5338 u °m 636 -40 _M 0 20 40 25 +00 646 646 644 a 4 642 642 640 -- - ° +° - -- - -- 640 638 'O'O 638 -40 -20 0 20 40 SHIVCFIATTC-RY ARCHITECTURE +E nGI(4 EE PING i NaY WIX I"w Q�,". SY45 319.354.3040 1 1-319 35Ml 1 N1a4uVCY.arn Ima I Mf I Ma IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA O C) Po Po 1C-) 1 rn --a - :7s Ta J KEY PLAN PROJEC _ SRT.3216(646}6 2 110293D CROSS - SECTIONS: IOWA RIVER TRAIL W1.3 -40 -20 0 '20 40 - "1 _- o IOWA RIVER TRAIL CROSS - SECTIONS eta awn r . x I Awo r . zr 25 +75 650 � 650 648 648 646 60 544 644 642 642 6w -- -- - - -- 640 638 638 -40 -20 0 20 40 25 +50 648 648 646 646 644 644 642 -- - - - -� 642 6w _____ 640 638 638 wm -40 -20 0 20 40 25 +25 646 646 644 644 542 5R 642 540 - - - -- 640 5338 u °m 636 -40 _M 0 20 40 25 +00 646 646 644 a 4 642 642 640 -- - ° +° - -- - -- 640 638 'O'O 638 -40 -20 0 20 40 SHIVCFIATTC-RY ARCHITECTURE +E nGI(4 EE PING i NaY WIX I"w Q�,". SY45 319.354.3040 1 1-319 35Ml 1 N1a4uVCY.arn Ima I Mf I Ma IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA O C) Po Po 1C-) 1 rn --a - :7s Ta J KEY PLAN PROJEC _ SRT.3216(646}6 2 110293D CROSS - SECTIONS: IOWA RIVER TRAIL W1.3 - "1 _- o IOWA RIVER TRAIL CROSS - SECTIONS eta awn r . x I Awo r . zr 25 +75 650 � 650 648 648 646 60 544 644 642 642 6w -- -- - - -- 640 638 638 -40 -20 0 20 40 25 +50 648 648 646 646 644 644 642 -- - - - -� 642 6w _____ 640 638 638 wm -40 -20 0 20 40 25 +25 646 646 644 644 542 5R 642 540 - - - -- 640 5338 u °m 636 -40 _M 0 20 40 25 +00 646 646 644 a 4 642 642 640 -- - ° +° - -- - -- 640 638 'O'O 638 -40 -20 0 20 40 SHIVCFIATTC-RY ARCHITECTURE +E nGI(4 EE PING i NaY WIX I"w Q�,". SY45 319.354.3040 1 1-319 35Ml 1 N1a4uVCY.arn Ima I Mf I Ma IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA O C) Po Po 1C-) 1 rn --a - :7s Ta J KEY PLAN PROJEC _ SRT.3216(646}6 2 110293D CROSS - SECTIONS: IOWA RIVER TRAIL W1.3 -40 -20 0 20 40 25 +50 648 648 646 646 644 644 642 -- - - - -� 642 6w _____ 640 638 638 wm -40 -20 0 20 40 25 +25 646 646 644 644 542 5R 642 540 - - - -- 640 5338 u °m 636 -40 _M 0 20 40 25 +00 646 646 644 a 4 642 642 640 -- - ° +° - -- - -- 640 638 'O'O 638 -40 -20 0 20 40 SHIVCFIATTC-RY ARCHITECTURE +E nGI(4 EE PING i NaY WIX I"w Q�,". SY45 319.354.3040 1 1-319 35Ml 1 N1a4uVCY.arn Ima I Mf I Ma IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA O C) Po Po 1C-) 1 rn --a - :7s Ta J KEY PLAN PROJEC _ SRT.3216(646}6 2 110293D CROSS - SECTIONS: IOWA RIVER TRAIL W1.3 -40 -20 0 20 40 25 +25 646 646 644 644 542 5R 642 540 - - - -- 640 5338 u °m 636 -40 _M 0 20 40 25 +00 646 646 644 a 4 642 642 640 -- - ° +° - -- - -- 640 638 'O'O 638 -40 -20 0 20 40 SHIVCFIATTC-RY ARCHITECTURE +E nGI(4 EE PING i NaY WIX I"w Q�,". SY45 319.354.3040 1 1-319 35Ml 1 N1a4uVCY.arn Ima I Mf I Ma IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA O C) Po Po 1C-) 1 rn --a - :7s Ta J KEY PLAN PROJEC _ SRT.3216(646}6 2 110293D CROSS - SECTIONS: IOWA RIVER TRAIL W1.3 KEY PLAN PROJEC _ SRT.3216(646}6 2 110293D CROSS - SECTIONS: IOWA RIVER TRAIL W1.3 Y k P Ill c B u a$ `<F A E� >e 27 +25 654 65 -40 -20 0 20 40 27 +00 652 650 652 652 648 ma3EO 652 650 646 :nzti (TMP -- - 650 648 - 6 8 - -- 648 646 646 646 v - ,� 642 640 646 CA~' .. 638 544 644 638 644 642 634 634 -40 -20 0 20 40 26 +25 652 642 642 640 642 640 640 638 640 648 636 __ 648 646 fi36 6}6 638 -40 -20 0 20 40 27 +00 652 650 652 652 648 652 650 646 650 648 644 - -- 648 646 — -- v - 646 642 640 540 642 640 644 638 i 644 638 636 642 634 634 -40 -20 0 20 40 26 +25 652 642 640 652 650 640 638 650 648 636 648 646 646 644 6}6 644 636 -40 -20 0 20 40 26 +75 - -40 -20 0 20 40 26 +50 654 654 652 652 650 652 648 652 650 646 650 648 644 - -- 648 646 644 642 646 644 642 640 540 642 640 638 636 638 i 638 636 638 636 - -40 -20 0 20 40 26 +50 654 654 652 652 650 6A 648 648 646 646 644 644 642 642 540 640 638 i 638 636 636 634 634 -40 -20 0 20 40 26 +25 652 652 650 650 648 648 646 646 644 644 642 642 640 6J8 640 638 636 636 634 634 -:40 -20 0 20 40 26 +00 652 650 648 646 644 642 640 638 636 652 650 648 646 644 642 640 6 }8 63fi —40 -26 0 zB ao 28 +75 652 _ 652 650 - � - - -- -_= 650 648 648 616 646 644 644 642 642 -40 -20 0 20 40 28+50 652 652 650 850 648 648 646 696 694 - 644 642 642 690 - -- 640 - -- -40 -20 0 20 40 28 +25 654 652 650 648 646 644 642 640 638 636 634 E _IIIIIIIII, III,IIIII���IIIIIIIII,III, ,. III, III -111111111111111111111'I�III, . III, IIIIIIIIII ,IIIIIIIIII'llllllllll,� / 6 -aD -zD a zo. 40 28 +00 54 652 650 ME 648 646 644 642 640 638 636 111,���11111111111111, ,.; ■�I__IIII�III, � 63 -40 -20 0 20 40 27 +75 652 652 650 650 648 618 646 646 644 644 642 642 640 840 638 638 -10 -PO 0 20 40 z7 +sB 654 652 650 648 646 694 642 840 6l8 654 652 650 648 644 642 640 — 'O 6J5 636 -40 -20 0 20 W � a 9 28 +90 652 — 652 650 650 1. fi96 646 646 644 ° 641 -40 -20 0 20 40 s � o IOWA RIVER TRAIL CROSS - SECTIONS Sb9L ap'91, 1' . lC 141NU I' . 25' SHIVEI- IAITERY FCCFIIECri >E +EHGII-0EEPIV9 zax Noitlryale anre I was D3Y.IWa 622a5 31935f.3WB /u 319351.6921 N`.NaMry.¢m w.a I I¢�ors 169ssw4 IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CIN, IOWA O A ;ern � oil J KEY PLAN DRTWN JE1D aPPRDVED WT ISSUEC FIXi BID GATE (NA1.11 FlELD BOCK PR61ECTtb_ SRidll $(6461 -9H6t „DR6D CROSS - SECTIONS: IOWA RIVER TRAIL W1.4 640 6 }8 63fi —40 -26 0 zB ao 28 +75 652 _ 652 650 - � - - -- -_= 650 648 648 616 646 644 644 642 642 -40 -20 0 20 40 28+50 652 652 650 850 648 648 646 696 694 - 644 642 642 690 - -- 640 - -- -40 -20 0 20 40 28 +25 654 652 650 648 646 644 642 640 638 636 634 E _IIIIIIIII, III,IIIII���IIIIIIIII,III, ,. III, III -111111111111111111111'I�III, . III, IIIIIIIIII ,IIIIIIIIII'llllllllll,� / 6 -aD -zD a zo. 40 28 +00 54 652 650 ME 648 646 644 642 640 638 636 111,���11111111111111, ,.; ■�I__IIII�III, � 63 -40 -20 0 20 40 27 +75 652 652 650 650 648 618 646 646 644 644 642 642 640 840 638 638 -10 -PO 0 20 40 z7 +sB 654 652 650 648 646 694 642 840 6l8 654 652 650 648 644 642 640 — 'O 6J5 636 -40 -20 0 20 W � a 9 28 +90 652 — 652 650 650 1. fi96 646 646 644 ° 641 -40 -20 0 20 40 s � o IOWA RIVER TRAIL CROSS - SECTIONS Sb9L ap'91, 1' . lC 141NU I' . 25' SHIVEI- IAITERY FCCFIIECri >E +EHGII-0EEPIV9 zax Noitlryale anre I was D3Y.IWa 622a5 31935f.3WB /u 319351.6921 N`.NaMry.¢m w.a I I¢�ors 169ssw4 IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CIN, IOWA O A ;ern � oil J KEY PLAN DRTWN JE1D aPPRDVED WT ISSUEC FIXi BID GATE (NA1.11 FlELD BOCK PR61ECTtb_ SRidll $(6461 -9H6t „DR6D CROSS - SECTIONS: IOWA RIVER TRAIL W1.4 - -- -40 -20 0 20 40 28 +25 654 652 650 648 646 644 642 640 638 636 634 E _IIIIIIIII, III,IIIII���IIIIIIIII,III, ,. III, III -111111111111111111111'I�III, . III, IIIIIIIIII ,IIIIIIIIII'llllllllll,� / 6 -aD -zD a zo. 40 28 +00 54 652 650 ME 648 646 644 642 640 638 636 111,���11111111111111, ,.; ■�I__IIII�III, � 63 -40 -20 0 20 40 27 +75 652 652 650 650 648 618 646 646 644 644 642 642 640 840 638 638 -10 -PO 0 20 40 z7 +sB 654 652 650 648 646 694 642 840 6l8 654 652 650 648 644 642 640 — 'O 6J5 636 -40 -20 0 20 W � a 9 28 +90 652 — 652 650 650 1. fi96 646 646 644 ° 641 -40 -20 0 20 40 s � o IOWA RIVER TRAIL CROSS - SECTIONS Sb9L ap'91, 1' . lC 141NU I' . 25' SHIVEI- IAITERY FCCFIIECri >E +EHGII-0EEPIV9 zax Noitlryale anre I was D3Y.IWa 622a5 31935f.3WB /u 319351.6921 N`.NaMry.¢m w.a I I¢�ors 169ssw4 IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CIN, IOWA O A ;ern � oil J KEY PLAN DRTWN JE1D aPPRDVED WT ISSUEC FIXi BID GATE (NA1.11 FlELD BOCK PR61ECTtb_ SRidll $(6461 -9H6t „DR6D CROSS - SECTIONS: IOWA RIVER TRAIL W1.4 -aD -zD a zo. 40 28 +00 54 652 650 ME 648 646 644 642 640 638 636 111,���11111111111111, ,.; ■�I__IIII�III, � 63 -40 -20 0 20 40 27 +75 652 652 650 650 648 618 646 646 644 644 642 642 640 840 638 638 -10 -PO 0 20 40 z7 +sB 654 652 650 648 646 694 642 840 6l8 654 652 650 648 644 642 640 — 'O 6J5 636 -40 -20 0 20 W � a 9 28 +90 652 — 652 650 650 1. fi96 646 646 644 ° 641 -40 -20 0 20 40 s � o IOWA RIVER TRAIL CROSS - SECTIONS Sb9L ap'91, 1' . lC 141NU I' . 25' SHIVEI- IAITERY FCCFIIECri >E +EHGII-0EEPIV9 zax Noitlryale anre I was D3Y.IWa 622a5 31935f.3WB /u 319351.6921 N`.NaMry.¢m w.a I I¢�ors 169ssw4 IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CIN, IOWA O A ;ern � oil J KEY PLAN DRTWN JE1D aPPRDVED WT ISSUEC FIXi BID GATE (NA1.11 FlELD BOCK PR61ECTtb_ SRidll $(6461 -9H6t „DR6D CROSS - SECTIONS: IOWA RIVER TRAIL W1.4 63 -40 -20 0 20 40 27 +75 652 652 650 650 648 618 646 646 644 644 642 642 640 840 638 638 -10 -PO 0 20 40 z7 +sB 654 652 650 648 646 694 642 840 6l8 654 652 650 648 644 642 640 — 'O 6J5 636 -40 -20 0 20 W � a 9 28 +90 652 — 652 650 650 1. fi96 646 646 644 ° 641 -40 -20 0 20 40 s � o IOWA RIVER TRAIL CROSS - SECTIONS Sb9L ap'91, 1' . lC 141NU I' . 25' SHIVEI- IAITERY FCCFIIECri >E +EHGII-0EEPIV9 zax Noitlryale anre I was D3Y.IWa 622a5 31935f.3WB /u 319351.6921 N`.NaMry.¢m w.a I I¢�ors 169ssw4 IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CIN, IOWA O A ;ern � oil J KEY PLAN DRTWN JE1D aPPRDVED WT ISSUEC FIXi BID GATE (NA1.11 FlELD BOCK PR61ECTtb_ SRidll $(6461 -9H6t „DR6D CROSS - SECTIONS: IOWA RIVER TRAIL W1.4 646 694 642 840 6l8 654 652 650 648 644 642 640 — 'O 6J5 636 -40 -20 0 20 W � a 9 28 +90 652 — 652 650 650 1. fi96 646 646 644 ° 641 -40 -20 0 20 40 s � o IOWA RIVER TRAIL CROSS - SECTIONS Sb9L ap'91, 1' . lC 141NU I' . 25' SHIVEI- IAITERY FCCFIIECri >E +EHGII-0EEPIV9 zax Noitlryale anre I was D3Y.IWa 622a5 31935f.3WB /u 319351.6921 N`.NaMry.¢m w.a I I¢�ors 169ssw4 IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CIN, IOWA O A ;ern � oil J KEY PLAN DRTWN JE1D aPPRDVED WT ISSUEC FIXi BID GATE (NA1.11 FlELD BOCK PR61ECTtb_ SRidll $(6461 -9H6t „DR6D CROSS - SECTIONS: IOWA RIVER TRAIL W1.4 636 -40 -20 0 20 W � a 9 28 +90 652 — 652 650 650 1. fi96 646 646 644 ° 641 -40 -20 0 20 40 s � o IOWA RIVER TRAIL CROSS - SECTIONS Sb9L ap'91, 1' . lC 141NU I' . 25' SHIVEI- IAITERY FCCFIIECri >E +EHGII-0EEPIV9 zax Noitlryale anre I was D3Y.IWa 622a5 31935f.3WB /u 319351.6921 N`.NaMry.¢m w.a I I¢�ors 169ssw4 IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CIN, IOWA O A ;ern � oil J KEY PLAN DRTWN JE1D aPPRDVED WT ISSUEC FIXi BID GATE (NA1.11 FlELD BOCK PR61ECTtb_ SRidll $(6461 -9H6t „DR6D CROSS - SECTIONS: IOWA RIVER TRAIL W1.4 E 40 +40 642 - - -- 642 640 638 - 638 D 6 6 636 -40 -20 0 20 40 40 +30 642 642 -- 640 6 8 638 g 636 '°- 636 -b -20 0 20 40 9 C 40 +20 642 642 5 640 --------- 640 638 638 636 63 63 636 4 636 632 632 -40 -20 0 20 40 P Y � B 40 +10 638 6I8 / 636 634 - ------- — 634 632 — 632 630 630 m E 628 E28 -40 -20 0 20 40 A 40 +00 630 630 b28 628 626 - 626 624 -- - 624 -40 -20 0 20 40 I I a 40 +90 650 650 648 -- 648 646 646 644 644 642 642 640 640 636 638 6 6 636 -40 -20 0 20 40 40 +80 646 fi46 544 644 642 642 610 -- - 640 638 " 638 636 ° 636 -40 -20 0 20 40 40 +70 644 - - -- — - 644 642 642 640 -- -- -- 640 638 638 636 Ism -40 -20 0 20 40 40 +60 642 642 640 -- -- — " 84p 6l8 638 636 636 -40 -20 0 20 40 40 +50 642 642 'i v 641 540 - \�. ______ -_ 640 638 638 636 ° 636 -40 -20 0 20 40 656 654 652 650 648 646 644 642 640 638 635 654 652 650 648 646 644 642 640 638 636 654 652 650 648 646 644 642 640 638 636 654 652 650 648 646 644 642 640 838 636 4 41 +40 6% 654 652 650 648 646 644 642 640 638 636 40 -20 0 20 40 41 +30 654 652 650 648 646 644 642 -� - "- -- 640 e 638 636 -40 -20' 0 20 40 41 +20 40 -20 0 20 40 41 +10 .40 -20 0 20 40 41 +00 652 — - 650 - — 6% 654 648 646 654 652 652 652 650 644 642 - -- 650 648 = 638 650 648 1 636 -40 -20 0 654 652 650 648 646 644 642 640 638 636 654 652 650 648 646 644 642 640 636 636 652 :4a 646 644 642 640 638 636 20 40 0 1 O MCCOLLISTER NORTH CROSS - SECTIONS $fllC: O 2,.. w I MXI> I' . 1.6' 41 +90 656 654 — - - - - — 6% 654 652 654 652 652 652 650 652 - -- 650 648 652 650 648 7, - 648 648 646 -- 650 648 646 646 646 64 644 644 642 -- - - 644 642 644 642 640 -- 642 640 640 - -- — r 640 638 — 638 636 ____ —. 636 -40 -20 0 20 40 41 +80 656 656 654 654 654 652 652 654 652 - -- 650 650 648 652 650 648 7, - 648 646 -- 650 648 646 — 646 644 644 642 -- - - — 644 642 640 -- - 638 640 636 r 636 638 638 656 654 652 650 648 646 644 642 640 638 636 -40 -20 0 20 40 41 +70 -40 -20 0 20 40 41 +60 656 654 652 650 648 646 644 642 640 638 636 656 654 654 652 654 652 650 652 650 648 648 -- 650 648 646 646 646 644 642 -- - - — 644 642 640 -- - 640 636 r 638 638 -40 -20 0 20 40 41 +60 656 654 652 650 648 646 644 642 640 638 636 636 -40 -20 0 20 40 41 +50 656 6% 654 654 652 652 650 650 648 -- - 648 646 2% v 646 644 - , ^/ 644 642 7 642 640 -- -- -- - 640 638 6 }8 636 636 -40 -20 0 20 40 SHIVEHAl7CRY ARCHITECT JPE =EUGII=EEPI V,3 Y&H Na11gaU 0.ive 1 to . C,y, lwa 5420.5 319.351.3040 I I=319354 6W3 151J1>IahY b IWm Ilvw IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA N �L7 �M imn J KEY PLAN GROJECTW SRT3715646L- 2 CROSS - SECTIONS: MCCOLLISTER NORTH X1.1 656 654 652 650 648 - 6 646 644 642 640 r 638 -40 -20 0 20 40 41 +50 656 6% 654 654 652 652 650 650 648 -- - 648 646 2% v 646 644 - , ^/ 644 642 7 642 640 -- -- -- - 640 638 6 }8 636 636 -40 -20 0 20 40 SHIVEHAl7CRY ARCHITECT JPE =EUGII=EEPI V,3 Y&H Na11gaU 0.ive 1 to . C,y, lwa 5420.5 319.351.3040 I I=319354 6W3 151J1>IahY b IWm Ilvw IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA N �L7 �M imn J KEY PLAN GROJECTW SRT3715646L- 2 CROSS - SECTIONS: MCCOLLISTER NORTH X1.1 SHIVEHAl7CRY ARCHITECT JPE =EUGII=EEPI V,3 Y&H Na11gaU 0.ive 1 to . C,y, lwa 5420.5 319.351.3040 I I=319354 6W3 151J1>IahY b IWm Ilvw IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA N �L7 �M imn J KEY PLAN GROJECTW SRT3715646L- 2 CROSS - SECTIONS: MCCOLLISTER NORTH X1.1 KEY PLAN GROJECTW SRT3715646L- 2 CROSS - SECTIONS: MCCOLLISTER NORTH X1.1 E u � C a F � B 3 a& EE oy A 3 42 +40 6% 65fi 654 652 656 554 652 650 654 654 - 652 648 652 650 648 650 648 - - 650 648 616 6a6 646 650 652 644 642 646 644 642 - 644 fi42 650 648 640 - 644 - 644 638 636 642 640 650 - 642 640 638 636 -40 -20 0 20 40 42 +10 640 636 638 636 636 -40 -20 0 20 40 42 +20 618 636 636 -40 -20: 0 20 40 42 +30 6% b» 65f 652 656 554 652 650 654 654 - 652 648 652 650 fi98 650 648 646 650 648 652 6a6 646 650 652 644 642 644 642 1, 636 644 fi42 650 648 640 - - - - 644 638 636 - 650 - 642 640 644 638 636 -40 -20 0 20 40 42 +10 - - 638 636 636 -40 -20 0 20 40 42 +20 6% 654 65f 652 656 554 652 650 654 654 - 652 648 654 650 fi98 650 648 646 652 652 6a6 646 650 652 644 642 644 642 1, 636 644 fi42 650 648 640 - - - - 648 638 636 - 650 - 646 644 638 636 -40 -20 0 20 40 42 +10 - - 6% 6% 65f 652 656 554 654 654 - 652 654 654 650 fi98 650 648 652 652 6a6 646 650 652 644 642 1, 636 644 fi42 650 648 650 - 648 646 636 650 - 646 644 638 636 -40 -20 0 20 40 42 +10 -40 -20 0 20 40 42 +00 656 656 554 654 - 652 654 654 650 648 652 652 646 650 652 644 fi42 650 648 650 - 648 646 640 650 - 646 644 638 -40 -20 0 20 40 42 +00 656 656 554 654 654 654 652 652 652 650 652 650 648 650 648 646 650 - 646 644 - 648 644 �� 648 646 642 642 640 646 644 640 fi44 642 638 au -40 -20 0 20 40 42 +00 656 656 554 654 652 652 650 650 648 �� 648 646 646 644 fi44 642 642 640 -� -- - -- 640 638 638 636 m 636 -40 -20 0 20 40 654 632 650 648 646 644 642 640 68 6J6 6]4 � ox 654 652 650 646 646 644 642 640 I 42 +90 " 618 636 fill -40 -ZO 0 ZO 40 42 +80 654 659 652 652 650 fi50 648 648 646 -- 646 844 — 644 842 642 6A0 640 6l8 -" 638 su 636 -40 -20 0 20 40 42 +20 656 654 652 650 648 646 644 542 640 6J8 Em 634 - 656 _ 659 652 -- 650 - 648 696 - 694 642 610 638 636 634 -40 -20 0 20 40 42 +60 656 654 652 650 648 ME 646 An 644 642 640 638 6l6 634 1111SEEMS 11I M 1, . -40 -20 0 20 40 42 +50 656 656 654 654 652 652 650 650 J� 648 618 646 646 644 644 642 642 6 +0 6ao 638 638 636 636 6J4 634 -4 0 -20 0 YO 40 s i a I 63 +40 6% 654 652 650 648 646 644 642 640 638 636 634 656 654 652 650 648 646 644 642 640 6]e 636 634 656 654 652 650 848 646 699 642 640 638 636 4 -60 -40 -20 0 ZO 40 60 43 +10 ow 654 652 652 650 650 648 - 646 64b - 646 644 644 6 656 654 652 650 - 648 646 694 642 640 618 " -60 -40 -20 0 ZO 40 60 a3 +30 656 656 654 654 652 652 650 650 698 648 646 6% 644 644 692 - 642 640 640 638 638 636 -- 636 6]4 6K -60 -40 -20 0 30 40 60 43 +20 656 656 654 654 652 -- 652 650 650 648 648 646 646 644 644 642 642 640 640 638 636 - 636 634 63 63 -60 -40 -20 0 20 w 60 43 +00 42 640 640 636 638 636 636 -60 -4 0 -20 0 ZO 40 60. MCCOLLISTER NORTH CROSS-SECTIONS SfNE anaEa 1' - b' I MN" I' . is' 43 +90 656 656 654 65{ 652 652 650 �§ 650 -20 0 20 43 +80 fi56 656 854 � 654 651 652 —2P P 20 SHIVC- 1— IATTCRY AFCNII£CiU ?ESEUGl1<EE21NG 2 43 +70 656 656 654 654 652 — 652 650 � 650 698 646 646 646 694 - -- 614 642 -- 692 -60 -40 -20 0 20 40 60 43 +fi0 656 654 652 650 698 646 644 642 540 638 636 634 65E ' - 659 652 650 - -- 648 - 646 644 - 642 - 640 -_ -' 6J8 636 634 -60 -40 -20 0 20 AO 60 43 +50 656 - - 654 652 650 648 646 644 642 640 638 636 634 _ =f 658 654 652 650 648 646 fi44 642 640 638 635 634 -60 -40 -20 0 20 40 60 -- as4 Ru6rezle Dme I was cry, waa Ends 319351.3010 iac ]18951.6931 sRN¢4atley.mn wca I � 16TasaN IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA N i 1 or n v KEY PLAN oruvm ge APPROVED q'T ISSUED FIX4 Oq DATE OIA1.11 FlELD BDDI( PftOJECTNO_ 6RTJ715(646) -9H5 3 1102860 CROSS- SETIONS: MCCOLLISTER NORTH X1.2 -ZO 0 ZO 40 42 +80 654 659 652 652 650 fi50 648 648 646 -- 646 844 — 644 842 642 6A0 640 6l8 -" 638 su 636 -40 -20 0 20 40 42 +20 656 654 652 650 648 646 644 542 640 6J8 Em 634 - 656 _ 659 652 -- 650 - 648 696 - 694 642 610 638 636 634 -40 -20 0 20 40 42 +60 656 654 652 650 648 ME 646 An 644 642 640 638 6l6 634 1111SEEMS 11I M 1, . -40 -20 0 20 40 42 +50 656 656 654 654 652 652 650 650 J� 648 618 646 646 644 644 642 642 6 +0 6ao 638 638 636 636 6J4 634 -4 0 -20 0 YO 40 s i a I 63 +40 6% 654 652 650 648 646 644 642 640 638 636 634 656 654 652 650 648 646 644 642 640 6]e 636 634 656 654 652 650 848 646 699 642 640 638 636 4 -60 -40 -20 0 ZO 40 60 43 +10 ow 654 652 652 650 650 648 - 646 64b - 646 644 644 6 656 654 652 650 - 648 646 694 642 640 618 " -60 -40 -20 0 ZO 40 60 a3 +30 656 656 654 654 652 652 650 650 698 648 646 6% 644 644 692 - 642 640 640 638 638 636 -- 636 6]4 6K -60 -40 -20 0 30 40 60 43 +20 656 656 654 654 652 -- 652 650 650 648 648 646 646 644 644 642 642 640 640 638 636 - 636 634 63 63 -60 -40 -20 0 20 w 60 43 +00 42 640 640 636 638 636 636 -60 -4 0 -20 0 ZO 40 60. MCCOLLISTER NORTH CROSS-SECTIONS SfNE anaEa 1' - b' I MN" I' . is' 43 +90 656 656 654 65{ 652 652 650 �§ 650 -20 0 20 43 +80 fi56 656 854 � 654 651 652 —2P P 20 SHIVC- 1— IATTCRY AFCNII£CiU ?ESEUGl1<EE21NG 2 43 +70 656 656 654 654 652 — 652 650 � 650 698 646 646 646 694 - -- 614 642 -- 692 -60 -40 -20 0 20 40 60 43 +fi0 656 654 652 650 698 646 644 642 540 638 636 634 65E ' - 659 652 650 - -- 648 - 646 644 - 642 - 640 -_ -' 6J8 636 634 -60 -40 -20 0 20 AO 60 43 +50 656 - - 654 652 650 648 646 644 642 640 638 636 634 _ =f 658 654 652 650 648 646 fi44 642 640 638 635 634 -60 -40 -20 0 20 40 60 -- as4 Ru6rezle Dme I was cry, waa Ends 319351.3010 iac ]18951.6931 sRN¢4atley.mn wca I � 16TasaN IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA N i 1 or n v KEY PLAN oruvm ge APPROVED q'T ISSUED FIX4 Oq DATE OIA1.11 FlELD BDDI( PftOJECTNO_ 6RTJ715(646) -9H5 3 1102860 CROSS- SETIONS: MCCOLLISTER NORTH X1.2 -40 -20 0 20 40 42 +20 656 654 652 650 648 646 644 542 640 6J8 Em 634 - 656 _ 659 652 -- 650 - 648 696 - 694 642 610 638 636 634 -40 -20 0 20 40 42 +60 656 654 652 650 648 ME 646 An 644 642 640 638 6l6 634 1111SEEMS 11I M 1, . -40 -20 0 20 40 42 +50 656 656 654 654 652 652 650 650 J� 648 618 646 646 644 644 642 642 6 +0 6ao 638 638 636 636 6J4 634 -4 0 -20 0 YO 40 s i a I 63 +40 6% 654 652 650 648 646 644 642 640 638 636 634 656 654 652 650 648 646 644 642 640 6]e 636 634 656 654 652 650 848 646 699 642 640 638 636 4 -60 -40 -20 0 ZO 40 60 43 +10 ow 654 652 652 650 650 648 - 646 64b - 646 644 644 6 656 654 652 650 - 648 646 694 642 640 618 " -60 -40 -20 0 ZO 40 60 a3 +30 656 656 654 654 652 652 650 650 698 648 646 6% 644 644 692 - 642 640 640 638 638 636 -- 636 6]4 6K -60 -40 -20 0 30 40 60 43 +20 656 656 654 654 652 -- 652 650 650 648 648 646 646 644 644 642 642 640 640 638 636 - 636 634 63 63 -60 -40 -20 0 20 w 60 43 +00 42 640 640 636 638 636 636 -60 -4 0 -20 0 ZO 40 60. MCCOLLISTER NORTH CROSS-SECTIONS SfNE anaEa 1' - b' I MN" I' . is' 43 +90 656 656 654 65{ 652 652 650 �§ 650 -20 0 20 43 +80 fi56 656 854 � 654 651 652 —2P P 20 SHIVC- 1— IATTCRY AFCNII£CiU ?ESEUGl1<EE21NG 2 43 +70 656 656 654 654 652 — 652 650 � 650 698 646 646 646 694 - -- 614 642 -- 692 -60 -40 -20 0 20 40 60 43 +fi0 656 654 652 650 698 646 644 642 540 638 636 634 65E ' - 659 652 650 - -- 648 - 646 644 - 642 - 640 -_ -' 6J8 636 634 -60 -40 -20 0 20 AO 60 43 +50 656 - - 654 652 650 648 646 644 642 640 638 636 634 _ =f 658 654 652 650 648 646 fi44 642 640 638 635 634 -60 -40 -20 0 20 40 60 -- as4 Ru6rezle Dme I was cry, waa Ends 319351.3010 iac ]18951.6931 sRN¢4atley.mn wca I � 16TasaN IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA N i 1 or n v KEY PLAN oruvm ge APPROVED q'T ISSUED FIX4 Oq DATE OIA1.11 FlELD BDDI( PftOJECTNO_ 6RTJ715(646) -9H5 3 1102860 CROSS- SETIONS: MCCOLLISTER NORTH X1.2 -40 -20 0 20 40 42 +20 656 654 652 650 648 646 644 542 640 6J8 Em 634 - 656 _ 659 652 -- 650 - 648 696 - 694 642 610 638 636 634 -40 -20 0 20 40 42 +60 656 654 652 650 648 ME 646 An 644 642 640 638 6l6 634 1111SEEMS 11I M 1, . -40 -20 0 20 40 42 +50 656 656 654 654 652 652 650 650 J� 648 618 646 646 644 644 642 642 6 +0 6ao 638 638 636 636 6J4 634 -4 0 -20 0 YO 40 s i a I 63 +40 6% 654 652 650 648 646 644 642 640 638 636 634 656 654 652 650 648 646 644 642 640 6]e 636 634 656 654 652 650 848 646 699 642 640 638 636 4 -60 -40 -20 0 ZO 40 60 43 +10 ow 654 652 652 650 650 648 - 646 64b - 646 644 644 6 656 654 652 650 - 648 646 694 642 640 618 " -60 -40 -20 0 ZO 40 60 a3 +30 656 656 654 654 652 652 650 650 698 648 646 6% 644 644 692 - 642 640 640 638 638 636 -- 636 6]4 6K -60 -40 -20 0 30 40 60 43 +20 656 656 654 654 652 -- 652 650 650 648 648 646 646 644 644 642 642 640 640 638 636 - 636 634 63 63 -60 -40 -20 0 20 w 60 43 +00 42 640 640 636 638 636 636 -60 -4 0 -20 0 ZO 40 60. MCCOLLISTER NORTH CROSS-SECTIONS SfNE anaEa 1' - b' I MN" I' . is' 43 +90 656 656 654 65{ 652 652 650 �§ 650 -20 0 20 43 +80 fi56 656 854 � 654 651 652 —2P P 20 SHIVC- 1— IATTCRY AFCNII£CiU ?ESEUGl1<EE21NG 2 43 +70 656 656 654 654 652 — 652 650 � 650 698 646 646 646 694 - -- 614 642 -- 692 -60 -40 -20 0 20 40 60 43 +fi0 656 654 652 650 698 646 644 642 540 638 636 634 65E ' - 659 652 650 - -- 648 - 646 644 - 642 - 640 -_ -' 6J8 636 634 -60 -40 -20 0 20 AO 60 43 +50 656 - - 654 652 650 648 646 644 642 640 638 636 634 _ =f 658 654 652 650 648 646 fi44 642 640 638 635 634 -60 -40 -20 0 20 40 60 -- as4 Ru6rezle Dme I was cry, waa Ends 319351.3010 iac ]18951.6931 sRN¢4atley.mn wca I � 16TasaN IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA N i 1 or n v KEY PLAN oruvm ge APPROVED q'T ISSUED FIX4 Oq DATE OIA1.11 FlELD BDDI( PftOJECTNO_ 6RTJ715(646) -9H5 3 1102860 CROSS- SETIONS: MCCOLLISTER NORTH X1.2 -40 -20 0 20 40 42 +60 656 654 652 650 648 ME 646 An 644 642 640 638 6l6 634 1111SEEMS 11I M 1, . -40 -20 0 20 40 42 +50 656 656 654 654 652 652 650 650 J� 648 618 646 646 644 644 642 642 6 +0 6ao 638 638 636 636 6J4 634 -4 0 -20 0 YO 40 s i a I 63 +40 6% 654 652 650 648 646 644 642 640 638 636 634 656 654 652 650 648 646 644 642 640 6]e 636 634 656 654 652 650 848 646 699 642 640 638 636 4 -60 -40 -20 0 ZO 40 60 43 +10 ow 654 652 652 650 650 648 - 646 64b - 646 644 644 6 656 654 652 650 - 648 646 694 642 640 618 " -60 -40 -20 0 ZO 40 60 a3 +30 656 656 654 654 652 652 650 650 698 648 646 6% 644 644 692 - 642 640 640 638 638 636 -- 636 6]4 6K -60 -40 -20 0 30 40 60 43 +20 656 656 654 654 652 -- 652 650 650 648 648 646 646 644 644 642 642 640 640 638 636 - 636 634 63 63 -60 -40 -20 0 20 w 60 43 +00 42 640 640 636 638 636 636 -60 -4 0 -20 0 ZO 40 60. MCCOLLISTER NORTH CROSS-SECTIONS SfNE anaEa 1' - b' I MN" I' . is' 43 +90 656 656 654 65{ 652 652 650 �§ 650 -20 0 20 43 +80 fi56 656 854 � 654 651 652 —2P P 20 SHIVC- 1— IATTCRY AFCNII£CiU ?ESEUGl1<EE21NG 2 43 +70 656 656 654 654 652 — 652 650 � 650 698 646 646 646 694 - -- 614 642 -- 692 -60 -40 -20 0 20 40 60 43 +fi0 656 654 652 650 698 646 644 642 540 638 636 634 65E ' - 659 652 650 - -- 648 - 646 644 - 642 - 640 -_ -' 6J8 636 634 -60 -40 -20 0 20 AO 60 43 +50 656 - - 654 652 650 648 646 644 642 640 638 636 634 _ =f 658 654 652 650 648 646 fi44 642 640 638 635 634 -60 -40 -20 0 20 40 60 -- as4 Ru6rezle Dme I was cry, waa Ends 319351.3010 iac ]18951.6931 sRN¢4atley.mn wca I � 16TasaN IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA N i 1 or n v KEY PLAN oruvm ge APPROVED q'T ISSUED FIX4 Oq DATE OIA1.11 FlELD BDDI( PftOJECTNO_ 6RTJ715(646) -9H5 3 1102860 CROSS- SETIONS: MCCOLLISTER NORTH X1.2 0 -20 0 YO 40 s i a I 63 +40 6% 654 652 650 648 646 644 642 640 638 636 634 656 654 652 650 648 646 644 642 640 6]e 636 634 656 654 652 650 848 646 699 642 640 638 636 4 -60 -40 -20 0 ZO 40 60 43 +10 ow 654 652 652 650 650 648 - 646 64b - 646 644 644 6 656 654 652 650 - 648 646 694 642 640 618 " -60 -40 -20 0 ZO 40 60 a3 +30 656 656 654 654 652 652 650 650 698 648 646 6% 644 644 692 - 642 640 640 638 638 636 -- 636 6]4 6K -60 -40 -20 0 30 40 60 43 +20 656 656 654 654 652 -- 652 650 650 648 648 646 646 644 644 642 642 640 640 638 636 - 636 634 63 63 -60 -40 -20 0 20 w 60 43 +00 42 640 640 636 638 636 636 -60 -4 0 -20 0 ZO 40 60. MCCOLLISTER NORTH CROSS-SECTIONS SfNE anaEa 1' - b' I MN" I' . is' 43 +90 656 656 654 65{ 652 652 650 �§ 650 -20 0 20 43 +80 fi56 656 854 � 654 651 652 —2P P 20 SHIVC- 1— IATTCRY AFCNII£CiU ?ESEUGl1<EE21NG 2 43 +70 656 656 654 654 652 — 652 650 � 650 698 646 646 646 694 - -- 614 642 -- 692 -60 -40 -20 0 20 40 60 43 +fi0 656 654 652 650 698 646 644 642 540 638 636 634 65E ' - 659 652 650 - -- 648 - 646 644 - 642 - 640 -_ -' 6J8 636 634 -60 -40 -20 0 20 AO 60 43 +50 656 - - 654 652 650 648 646 644 642 640 638 636 634 _ =f 658 654 652 650 648 646 fi44 642 640 638 635 634 -60 -40 -20 0 20 40 60 -- as4 Ru6rezle Dme I was cry, waa Ends 319351.3010 iac ]18951.6931 sRN¢4atley.mn wca I � 16TasaN IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA N i 1 or n v KEY PLAN oruvm ge APPROVED q'T ISSUED FIX4 Oq DATE OIA1.11 FlELD BDDI( PftOJECTNO_ 6RTJ715(646) -9H5 3 1102860 CROSS- SETIONS: MCCOLLISTER NORTH X1.2 s i a I 63 +40 6% 654 652 650 648 646 644 642 640 638 636 634 656 654 652 650 648 646 644 642 640 6]e 636 634 656 654 652 650 848 646 699 642 640 638 636 4 -60 -40 -20 0 ZO 40 60 43 +10 ow 654 652 652 650 650 648 - 646 64b - 646 644 644 6 656 654 652 650 - 648 646 694 642 640 618 " -60 -40 -20 0 ZO 40 60 a3 +30 656 656 654 654 652 652 650 650 698 648 646 6% 644 644 692 - 642 640 640 638 638 636 -- 636 6]4 6K -60 -40 -20 0 30 40 60 43 +20 656 656 654 654 652 -- 652 650 650 648 648 646 646 644 644 642 642 640 640 638 636 - 636 634 63 63 -60 -40 -20 0 20 w 60 43 +00 42 640 640 636 638 636 636 -60 -4 0 -20 0 ZO 40 60. MCCOLLISTER NORTH CROSS-SECTIONS SfNE anaEa 1' - b' I MN" I' . is' 43 +90 656 656 654 65{ 652 652 650 �§ 650 -20 0 20 43 +80 fi56 656 854 � 654 651 652 —2P P 20 SHIVC- 1— IATTCRY AFCNII£CiU ?ESEUGl1<EE21NG 2 43 +70 656 656 654 654 652 — 652 650 � 650 698 646 646 646 694 - -- 614 642 -- 692 -60 -40 -20 0 20 40 60 43 +fi0 656 654 652 650 698 646 644 642 540 638 636 634 65E ' - 659 652 650 - -- 648 - 646 644 - 642 - 640 -_ -' 6J8 636 634 -60 -40 -20 0 20 AO 60 43 +50 656 - - 654 652 650 648 646 644 642 640 638 636 634 _ =f 658 654 652 650 648 646 fi44 642 640 638 635 634 -60 -40 -20 0 20 40 60 -- as4 Ru6rezle Dme I was cry, waa Ends 319351.3010 iac ]18951.6931 sRN¢4atley.mn wca I � 16TasaN IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA N i 1 or n v KEY PLAN oruvm ge APPROVED q'T ISSUED FIX4 Oq DATE OIA1.11 FlELD BDDI( PftOJECTNO_ 6RTJ715(646) -9H5 3 1102860 CROSS- SETIONS: MCCOLLISTER NORTH X1.2 656 654 652 650 - 648 646 694 642 640 618 " -60 -40 -20 0 ZO 40 60 a3 +30 656 656 654 654 652 652 650 650 698 648 646 6% 644 644 692 - 642 640 640 638 638 636 -- 636 6]4 6K -60 -40 -20 0 30 40 60 43 +20 656 656 654 654 652 -- 652 650 650 648 648 646 646 644 644 642 642 640 640 638 636 - 636 634 63 63 -60 -40 -20 0 20 w 60 43 +00 42 640 640 636 638 636 636 -60 -4 0 -20 0 ZO 40 60. MCCOLLISTER NORTH CROSS-SECTIONS SfNE anaEa 1' - b' I MN" I' . is' 43 +90 656 656 654 65{ 652 652 650 �§ 650 -20 0 20 43 +80 fi56 656 854 � 654 651 652 —2P P 20 SHIVC- 1— IATTCRY AFCNII£CiU ?ESEUGl1<EE21NG 2 43 +70 656 656 654 654 652 — 652 650 � 650 698 646 646 646 694 - -- 614 642 -- 692 -60 -40 -20 0 20 40 60 43 +fi0 656 654 652 650 698 646 644 642 540 638 636 634 65E ' - 659 652 650 - -- 648 - 646 644 - 642 - 640 -_ -' 6J8 636 634 -60 -40 -20 0 20 AO 60 43 +50 656 - - 654 652 650 648 646 644 642 640 638 636 634 _ =f 658 654 652 650 648 646 fi44 642 640 638 635 634 -60 -40 -20 0 20 40 60 -- as4 Ru6rezle Dme I was cry, waa Ends 319351.3010 iac ]18951.6931 sRN¢4atley.mn wca I � 16TasaN IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA N i 1 or n v KEY PLAN oruvm ge APPROVED q'T ISSUED FIX4 Oq DATE OIA1.11 FlELD BDDI( PftOJECTNO_ 6RTJ715(646) -9H5 3 1102860 CROSS- SETIONS: MCCOLLISTER NORTH X1.2 63 -60 -40 -20 0 20 w 60 43 +00 42 640 640 636 638 636 636 -60 -4 0 -20 0 ZO 40 60. MCCOLLISTER NORTH CROSS-SECTIONS SfNE anaEa 1' - b' I MN" I' . is' 43 +90 656 656 654 65{ 652 652 650 �§ 650 -20 0 20 43 +80 fi56 656 854 � 654 651 652 —2P P 20 SHIVC- 1— IATTCRY AFCNII£CiU ?ESEUGl1<EE21NG 2 43 +70 656 656 654 654 652 — 652 650 � 650 698 646 646 646 694 - -- 614 642 -- 692 -60 -40 -20 0 20 40 60 43 +fi0 656 654 652 650 698 646 644 642 540 638 636 634 65E ' - 659 652 650 - -- 648 - 646 644 - 642 - 640 -_ -' 6J8 636 634 -60 -40 -20 0 20 AO 60 43 +50 656 - - 654 652 650 648 646 644 642 640 638 636 634 _ =f 658 654 652 650 648 646 fi44 642 640 638 635 634 -60 -40 -20 0 20 40 60 -- as4 Ru6rezle Dme I was cry, waa Ends 319351.3010 iac ]18951.6931 sRN¢4atley.mn wca I � 16TasaN IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA N i 1 or n v KEY PLAN oruvm ge APPROVED q'T ISSUED FIX4 Oq DATE OIA1.11 FlELD BDDI( PftOJECTNO_ 6RTJ715(646) -9H5 3 1102860 CROSS- SETIONS: MCCOLLISTER NORTH X1.2 0 -20 0 ZO 40 60. MCCOLLISTER NORTH CROSS-SECTIONS SfNE anaEa 1' - b' I MN" I' . is' 43 +90 656 656 654 65{ 652 652 650 �§ 650 -20 0 20 43 +80 fi56 656 854 � 654 651 652 —2P P 20 SHIVC- 1— IATTCRY AFCNII£CiU ?ESEUGl1<EE21NG 2 43 +70 656 656 654 654 652 — 652 650 � 650 698 646 646 646 694 - -- 614 642 -- 692 -60 -40 -20 0 20 40 60 43 +fi0 656 654 652 650 698 646 644 642 540 638 636 634 65E ' - 659 652 650 - -- 648 - 646 644 - 642 - 640 -_ -' 6J8 636 634 -60 -40 -20 0 20 AO 60 43 +50 656 - - 654 652 650 648 646 644 642 640 638 636 634 _ =f 658 654 652 650 648 646 fi44 642 640 638 635 634 -60 -40 -20 0 20 40 60 -- as4 Ru6rezle Dme I was cry, waa Ends 319351.3010 iac ]18951.6931 sRN¢4atley.mn wca I � 16TasaN IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA N i 1 or n v KEY PLAN oruvm ge APPROVED q'T ISSUED FIX4 Oq DATE OIA1.11 FlELD BDDI( PftOJECTNO_ 6RTJ715(646) -9H5 3 1102860 CROSS- SETIONS: MCCOLLISTER NORTH X1.2 -60 -40 -20 0 20 AO 60 43 +50 656 - - 654 652 650 648 646 644 642 640 638 636 634 _ =f 658 654 652 650 648 646 fi44 642 640 638 635 634 -60 -40 -20 0 20 40 60 -- as4 Ru6rezle Dme I was cry, waa Ends 319351.3010 iac ]18951.6931 sRN¢4atley.mn wca I � 16TasaN IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA N i 1 or n v KEY PLAN oruvm ge APPROVED q'T ISSUED FIX4 Oq DATE OIA1.11 FlELD BDDI( PftOJECTNO_ 6RTJ715(646) -9H5 3 1102860 CROSS- SETIONS: MCCOLLISTER NORTH X1.2 634 -60 -40 -20 0 20 40 60 -- as4 Ru6rezle Dme I was cry, waa Ends 319351.3010 iac ]18951.6931 sRN¢4atley.mn wca I � 16TasaN IOWA RIVER TRAIL NAPOLEON TO TRUEBLOOD IOWA CITY, IOWA N i 1 or n v KEY PLAN oruvm ge APPROVED q'T ISSUED FIX4 Oq DATE OIA1.11 FlELD BDDI( PftOJECTNO_ 6RTJ715(646) -9H5 3 1102860 CROSS- SETIONS: MCCOLLISTER NORTH X1.2