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HomeMy WebLinkAboutMORMON TREK BLVD FOUR LANE TO THREE CONVERSIONMORMON TREK BLVD FOUR LANE TO THREE LANE CONVERSION AND LIGHTING IMPROVEMENTS 15 -May -2018 Plans, Specs, proposal and contract, opinion of cost. 15 -May -2018 Res 18-154, setting a public hearing 29 -May -2018 Revised Plans, Specs, proposal and contract, opinion of cost. 21 -May -2018 Notice of public hearing 29 -May -2018 Res 18-181, approving plans, specifications, form of agreement, estimate of cost 30 -May -2018 Notice to bidders 26 -Jun -2018 Public Notice of Storm Water Discharge 03 -Jul -2018 Res -18-190, awarding contract (All American Concrete Inc.) 23 -Jul -2018 Performance and Payment Bond 11 -May -2020 Engineer's report 19 -May -2020 Res 20-126, accepting the work CITY OF IOWA CITY DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION PLANS, SPECIFICATIONS, PROPOSAL AND CONTRACT FOR THE MORMON TREK BOULEVARD FOUR LANE TO THREE LANE CONVERSION AND LIGHTING IMPROVEMENTS IOWA CITY, IOWA IOWA DOT PROJECT NO. CS -TSF -3715(660)-85-52 05/2512018 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. SIGNED: TroyA,4E�'ulver, P.E. Project Engineer Iowa Reg. No. 20165 My license renewal date is December 31, 2019. DATE: 5/Z S// S C2 r CD C. r rn PLANS, SPECIFICATIONS, PROPOSAL AND CONTRACT FOR THE MORMON TREK BOULEVARD FOUR LANE TO THREE LANE CONVERSION AND LIGHTING IMPROVEMENTS IOWA CITY, IOWA IOWA DOT PROJECT NO. CS -TSF -3715(660)-85-52 05/2512018 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. SIGNED: TroyA,4E�'ulver, P.E. Project Engineer Iowa Reg. No. 20165 My license renewal date is December 31, 2019. DATE: 5/Z S// S m ,+ )I gn m _[m a m h — CI OF IOWA CITY 3% ` v DEPARTMENT OF \LIBLIC WORKS ENGINEERING RIVISION PLANS, SPECIFICATIONS, PROPOSAL)k CONTRACT FO/THE MORMON TREK BOULEVARD FOURE NE CONVERSION AND LIGHTINNTS IOWA IOWA DOT PROJECT N5(659)--8 2 05/ I hereby certify that this engineering do ment was prepared by me or under my dkect personal supervision and that I am a duly lice ed Professional Engineer under the laws of a State of Iowa. SIGNED: DATE: S' I+ - IS Troy . Culver, P. . Project Engineer Iowa Reg. No. 20165 My license renewal date is December 31, 2019. SPECIFICATIONS TABLE OF CONTENTS TITLE SHEET TABLE OF CONTENTS Page Number NOTICETO BIDDERS............................................................................................ AF -1 NOTETO BIDDERS............................................................................................... NB -1 FORMOF PROPOSAL........................................................................................... FP -1 BIDBOND............................................................................................................... BB -1 FORMOF AGREEMENT........................................................................................ AGA PERFORMANCE AND PAYMENT BOND.............................................................. PB -1 CONTRACT COMPLIANCE (ANTI -DISCRIMINATION REQUIREMENTS)................................................... CC -1 WAGETHEFT POLICY.......................................................................................... WT -1 GENERALCONDITIONS........................................................................................ GC -1 SUPPLEMENTARY CONDITIONS......................................................................... SCA BIDDER STATUS FORM........................................................................................ BF -1 TARGETED SMALL BUSINESS (TSB) PRE-BID CONTACT INFORMATION TECHNICAL SPECIFICATIONS 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 DIVISION 2 - TECHNICAL SPECIFICATIONS �' N C3 m Special Provisions for Traffic Signals........................................................?>: :en z rSit1 c j—C-- cn r r �rn rn A = D= C* o Refer to the Iowa DOT Standard Specifications for Highway and Bridge Construction Series 2015 for the following specifications as referenced in the plans. Section 2101 Clearing and Grubbing.......................................................... Section 2102 Roadway and Borrow Excavation .......................................... Section 2105 Stripping, Salvaging, and Spreading Topsoil ......................... Section 2111 Granular Subbase................................................................. Section 2123 Earth Shoulders for Pavements and Bases .......................... Section 2301 Portland Cement Concrete Pavement ................................... Section 2435 Sanitary and Storm Sewer Structures ................................... Section 2502 Subdrains.............................................................................. Section 2503 Storm Sewers........................................................................ Section 2510 Removal of Pavement........................................................... Section 2511 Removal and Construction of Sidewalks and Recreational Trails Section 2512 Portland Cement Concrete Curb and Gutter ......................... Section 2515 Removal and Construction of Paved Driveways ................... Section 2518 Safety Closure....................................................................... Section 2519 Fence Construction............................................................... Section 2524 Highway Signing.................................................................... Section 2526 Construction Survey.............................................................. Section 2527 Pavement Marking................................................................ Section 2528 Traffic Control........................................................................ Section 2529 Full Depth Finish Patches ...................................................... Section 2533 Mobilization............................................................................ Section 2554 Water Mains, Valves, Fire Hydrants, and Appurtenances..... Section 2601 Erosion Control...................................................................... Section 2602 Water Pollution Control (Soil Erosion) ................................... PLANS.................................................................................................................... A.1 N � m �n r � r'' s M o� y CO NOTICE TO BIDDERS MORMON TREK BOULEVARD FOUR LANE TO THREE LANE CONVERSION AND LIGHITNG IMPROVEMENTS Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 26d' day of June 2018. Sealed proposals will be opened immediately thereafter. 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 3rd day of July 2018, or at special meeting called for that purpose. The Project will involve the following: This is a lane conversion project from the existing four lane section to a three lane section consisting of two thru lanes and a continuous two -way -left -turn lane with dedicated bike lanes in each direction along Mormon Trek Blvd from Westside Dr to Melrose Ave. The project also includes adding a right -tum lane northbound at W Benton St, pavement patching throughout the project area, updating traffic signals, and replacement of sidewalk ramps at Walden Sq/Cameron Way, W Benton St, and Rohret Rd/Cae Dr for ADA compliance. The project also includes street lighting improvements along Mormon Trek Blvd from Melrose Ave to the separated railroad crossing south of 2"d St. All work is to be done in strict compliance with the plans and specifications prepared by Snyder & Associates, Inc., of Cedar Rapids, 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 submitted in a sealed envelope. In addition, a separate sealed envelope shall be submitted containing a completed Bidder Status Form and 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 maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. The City shall retain the bid security furnished by the successful bidder until the approved contract form has been executed, a bond has been filed by the bidder guaranteeing the performance of the contract, and the contract and bond have been approved by the City. The City shall promptly return the checks or bidder's bonds of unsuccessful bidders to the bidders as soon as the successful bidder is determined or within thirty days, whichever is sooner. The successful bidder will be required to furnish a bond in an amount equal to one hun- dred percent (100%) of the contract price, said bond to be issued by a approved by the City, and shall guarantee the prompt payment of all n and also protect and save harmless the City from all claims and dai caused directly or indirectly by the operation of the contract, and shall maintenance of the improvement for a period of Five (5) year(s) completion and formal acceptance by the City Council. A AF -1 inJ& the...: -Qer it(' X* M 3 0o The following limitations shall apply to this Project: Project Completion Date: May 31, 2019 Late Start Date: July 23, 2018 Liquidated Damages: $1,000 per day Stages 1 — 6 Completion Date: November 15, 2018 Liquidated Damages: $500 per day Closure of Walden Square will be limited to 16 calendar days. The plans, specifications and proposed contract documents may be examined at the office of the City Clerk. Copies of said plans and specifications and form of proposal blanks may be secured at the Technigraphics, 415 Highland Ave #100, Iowa City, IA 52240, by bona fide bidders. A $30 deposit is required for each set of plans and specifications provided to bidders or other interested persons. The deposit shall be in the form of a check, made payable to The City of Iowa City. The deposit is refundable if returned within 14 days of award of the project by City Council, if in re -usable condition. 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 Inspections and Appeals at (515) 281-5796 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 subcontract. 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 quantities, 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 required 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. Posted upon order of the City Council of Iowa City, Iowa. AF -2 M KELLIE FRUEHLING, CITY CLERK p m D� s = m CD= tv AF -2 NOTE TO BIDDERS 1. The successful bidder and all subcontractors are required to submit at least 4 days prior to award three references involving similar projects, including at least one municipal reference. Award of the bid or use of specific subcontractors may be denied if sufficient favorable references are not verified or may be denied based on past experience on 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. Bid submittals are: Envelope 1: Bid Bond and Bidder Status Form Envelope 2: Form of Proposal Envelope 3: Targeted Small Business (TSB) Pre-bid Contact Information NB -1 N m : �n �� rn 7� co NB -1 FORM OF PROPOSAL MORMON TREK BOULEVARD FOUR LANE TO THREE LANE CONVERSION AND LIGHTING IMPROVEMENTS CITY OF IOWA CITY NOTICE TO BIDDERS: PLEASE DO NOT USE THE FORM OF PROPOSAL INCLUDED IN THE BOUND VOLUME OF THE SPECIFICATIONS. SEPARATE COPIES OF THIS FORM ARE CON- TAINED 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 -' o = The undersigned bidder submits herewith bid security in ar%unt in accordance with the terms set forth in the "Proje*Fwci*mtionpy- The undersigned bidder, having examined and determined the scope-'dHhe5 Documents, hereby proposes to provide the required labor, services, material e�} and to perform the Project as described in the Contract Documents, inclpding and , and to do all work at the prices set forth herein. �v 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. DIVISION 1 FP -1 ESTIMATED UNIT EXTENDED ITEM DESCRIPTION UNIT QUANTITY PRICE AMOUNT 1 Clearing and Grubbing UNIT 172.3 $ $ 2 Excavation, Cl 13, Waste CY 1026 3 Topsoil, Furnish and Spread CY 195 4 Topsoil Strip, Salvage & CY 574 Respread 5 Modified Subbase SY 3335 6 Shoulder Finishing, Earth STA 16.54 7 Standard/Slipform PCC, SY 2967 Class C - 3, 8 In. FP -1 FORM OF PROPOSAL MORMON TREK BOULEVARD FOUR LANE TO THREE LANE CONVERSION AND LIGHTING IMPROVEMENTS CITY OF IOWA CITY NOTICE TO BIDDERS: PLEADO NOT USE THE FORM OF PROPOSAL INCLUDED IN THE BOUND VOLUM OF THE SPECIFICATIONS. SEPARATE COPIES OF THIS FORM ARE CON- TAINED VVITHIN 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 { C-)-< - r —Cry y. 3 m � g D 2 W CY The undersigned bidder su mits herewith bid se rity in the amount of $ in accordanc with the terms set fo i in the "Project Specifications." The undersigned bidder, having exa fined and d ermined the scope of the Contract Documents, hereby proposes to provide the r uired I or, services, materials and equipment and to perform the Project as described in a ontract Documents, including Addenda and , and to do all rk at the prices set forth herein. We further propose to do all "Extra Woc%" whi h may be required to complete the work contemplated, at unit prices or lump sums to be agreed u on in writing prior to starting such work. ESTIMATED UNIT EXTENDED DESCRIPTION NIT QUANTITY PRICE AMOUNT and Grubbing UNIT 172.3 $ $ ITEM 1 Clearing 1026 195 574 3335 6 ShoujgWr Finishing, Earth STA 16.54 7 Standard/Slipform PCC, SY 2967 Class C — 3, 8 In. 8 Manhole, Storm Sewer, EACH 1 SW -401, 48 In. FP -1 g 2 Excavation, Cl 13, W to CY 3 Topsoil, Furnish a d Spread CY 4 Topsoil Strip, Ivage & CY Respread 5 Modified S base SY 1026 195 574 3335 6 ShoujgWr Finishing, Earth STA 16.54 7 Standard/Slipform PCC, SY 2967 Class C — 3, 8 In. 8 Manhole, Storm Sewer, EACH 1 SW -401, 48 In. FP -1 ESTIMATED ITEM DESCRIPTION UNIT QUANTITY 8 Manhole, Storm Sewer, EACH 1 r— 'gym SW -401, 48 In. M Q� 9 Intake, SW -510 EACH 1 10 Manhole Adjustment, Minor EACH 3 11 Subdrain Longitudinal, LF 284 (Shoulder) 6 In. 12 Subdrain Outlet, DR -303 EACH 2 13 Storm Sewer Gravity Main, LF 11 Trenched, RCP, 2000D (Class III), 15 In. 14 Removal of Pavement SY 2648 15 Removal of Intakes and EACH 1 Utility Accesses 16 Removal of Sidewalk SY 983 17 Sidewalk PCC 4 In. SY 165 18 Sidewalk PCC 6 In. SY 993 19 Detectable Warnings SF 311 20 Driveway, PCC, 8 In. SY 66 21 Removal of Paved Driveway SY 43 22 Safety Closure EACH 5 23 Removal and Reinstallation LF 52 Of Fence, Chain Link 24 Removal of Fence, Chain LF 41 Link 25 Removal of Fence, Wood LF 237 Fence 26 Fence, Temporary LF 225 27 Remove and Reinstall Sign EACH 2 As Per Plan 28 Perforated Square Steel LF 531 Tube Posts 29 Perforated Square Steel EACH 53 Tube Post Anchor, Break - Away Soil Installation 30 Perforated Square Steel EACH 1 Tube Post Anchor, Break - Away Concrete Installation 31 Type A Signs Sheet SF 279 Aluminum FP -2 UNIT EXTENDED PRICE AMOUNT _ N 0 m —i (7 N tO r— 'gym a a M Q� to Q cn N ESTIMATED ITEMDES RIPTION UNIT QUANTITY 9 Intake, W-510 EACH 1 10 Manhole justment, Minor EACH 3 11 Subdrain Lon ' udinal, LF 284 (Shoulder) 6 In. 12 Subdrain Outlet, R-303 EACH 2 13 Storm Sewer Gravit ain, LF 11 Trenched, RCP, 2000 (Class III), 15 In. 14 Removal of Pavement SY 2648 15 Removal of Intakes and CH 1 Utility Accesses 16 Removal of Sidewalk SY 983 17 Sidewalk PCC 4 In. SY 165 18 Sidewalk PCC 6 In. SY 3 19 Detectable Warnings SF 31 20 Driveway, PCC, 8 In. SY 66 21 Removal of Paved Driveway SY 43 22 Safety Closure EACH 5 23 Removal and Reinstallation LF 52 Of Fence, Chain Link 24 Removal of Fence, Chain LF 41 / Link 25 Removal of Fence, Wood LF 237 Fence 26 Fence, Temporary LF X25 27 Remove and Reinstall Sign EACk 2 As Per Plan 28 Perforated Square Steel 531 Tube Posts 29 Perforated Square Steel EACH 53 Tube Post Anchor, Bre - Away Soil Installation 30 Perforated Square eel EACH 1 Tube Post Anch , Break - Away Concre nstallation 31 Type A Signs Sheet SF 279 Aluminum 32 Traffic Signal LS 1 FP-2 UNIT EXTENDED PRICE AMOUNT e ESTIMATED ITEM DESCRIPTION UNIT QUANTITY 32 Traffic Signal LS 1 33 Construction Survey LS 1 34 Painted Pavement STA 513.48 Markings, Waterborne or Solvent Based 35 Painted Symbols and EACH 177 Legends, Waterborne or Solvent Based 36 Pavement Markings STA 221.35 Removed 37 Symbols and Legends EACH 6 Removed 38 Traffic Control LS 1 39 CD Joint Assembly EACH 17 40 Patch, Full -Depth Finish SY 360 By Area 41 Patch, Full -Depth Finish, SY 317 By Area (50 Feet of Greater In Length) 42 Patch, Full -Depth Finish By EACH 13 Count 43 Subbase (Patches) SY 677 44 Mobilization LS 1 45 Valve Box Extension EACH 3 46 Fence, Cedar, 72 In. LF 237 48 Sodding SQ 310 49 Stabilization Crop — Seeding ACRE 0.36 And Fertilizing (Urban) 50 Silt Fence LF 416 51 Removal of Silt Fence or LF 416 Silt Fence for Ditch Checks 52 Maintenance of Silt Fence LF 42 Or Silt Fence for Ditch Check 53 Perimeter and Slope LF 2502 Sediment Control Device, 9 In. Dia. 54 Removal of Perimeter and LF 2502 Slope Sediment Control Device FP -3 UNIT EXTENDED PRICE AMOUNT FP -3 ESTIMATED UNIT EXTENDED ITEM DESCRIPTION UNIT QUANTITY PRICE AMOUNT Construction Survey LS 1 34 ainted Pavement STA 410.53 kings, Waterborne or Sol nt Based 35 Painte Symbols and EACH 177 Legend Waterborne or Solvent B ed 36 Pavement rkings STA 221.35 m Removed _ s -Tl 37 Symbols and Le nds EACH 6 0 M Removed n -G 38 Traffic Control LS 1 __44q2 39 CD Joint Assembly EACH 17 0 40 Patch, Full -Depth Finish Y 360 `n By Area 41 Patch, Full -Depth Finish, SY 317 By Area (50 Feet of Greater In Length) 42 Patch, Full -Depth Finish By EACH Count 43 Subbase (Patches) SY 67 44 Mobilization LS 1 45 Valve Box Extension EA 3 46 Fence, Cedar, 72 In. 237 47 Lighting LS 1 48 Sodding SQ 310 49 Stabilization Crop— eeding ACRE 0.36 And Fertilizing (Ur n) 50 Silt Fence LF 416 51 Removal of Sil Fence or LF 416 Silt Fence for itch Checks Silt 52 of Silt Fence LF 42 Or Silt Fe e for Ditch Check 53 Perime rand Slope LF 2502 Sedim nt Control Device, 9In. ia. 54 Re oval of Perimeter and LF 2502 SI pe Sediment Control FP -3 ESTIMATED UNIT EXTENDED ITEM DESCRIPTION UNIT QUANTITY PRICE AMOUNT 55 Mobilizations, Erosion EACH 4 Control 56 Mobilizations, Emergency EACH 1 Erosion Control DIVISION 1 SUBTOTAL EXTENDED AMOUNT = DIVISION 2 ESTIMATED UNIT EXTENDED ITEM DESCRIPTION UNIT QUANTITY PRICE AMOUNT 47 Lighting LS 1 $ $ DIVISION 2 SUBTOTAL EXTENDED AMOUNT = $ TOTAL EXTENDED AMOUNT = $ FP -4 N O � a m - cn r.� FP -4 ESTIMATED UNIT EXTENDED I M DESCRIPTION UNIT QUANTITY PRICE AMOUNT 55 Mobilizations, Erosion EACH 4 ontrol 56 ilizations, Emergency EACH 1 Ero ' n Control TOTAL EXTENDED AMOUNT = FP -4 N 0 O D � OD 3 � C7 ^C �r � a m v ko FP -4 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: Name: Type of Work: Appx $ Amnt: 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: FP -5 O _* m {' c') --c — r m o;0v )> = "° as Principal, and as Surety declare that we are held and are firmly bound unto the City of Iowa City, Iowa, hereinafter called "OWNER," in the sum of Dollars ($ ) to pay said sum as herein provided. We as Principal and Surety further promise and declare that these obligations shall bind our heirs, executors, administrators, and successors jointly and severally. This obligation is conditioned on the Principal submission of the accompanying bid, dated S for m Project. C� a NOW, THEREFORE, n Crn 1 (a) If said Bid shall be rejected, or in the alternate, o Q (b) If said Bid shall be accepted and the Principal shall execute and deliver azpntract 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 A.D., 20_ Witness Witness M. day of (Seal) Principal By (Title) (Seal) Surety By (Attorney-in-fact) Attach Power -of -Attorney FORM OF AGREEMENT THIS AGREEMENT is made and entered into by and between the City of Iowa City, Iowa ("City'), and ("Contractor"). WHEREAS the City has prepared certain Plans, Specifications, Proposal and Contract dated the day of , 20_, for the Mormon Trek Boulevard Four Lane to Three Lane Conversion and Lighting Improvements Project ('Project'), and WHEREAS, Contractor submitted a bid on the Project described in said Plans, Specifications, Proposal and Contract; and WHEREAS, the parties hereto now wish to enter into this agreement for the construction of said Project. NOW, THEREFORE, IT IS AGREED: 1. The Contractor hereby agrees to perform the Project for the sums listed in its Form of Proposal including the total extended amount of which sums are incorporated herein by this reference. 2. This Agreement consists of the following additional component parts which are incorporated herein by reference: a. Addenda Numbers , attached hereto; b. "Standard Specifications for Highway and Bridge Construction," Series of 2015, Iowa Department of Transportation, as amended; C. Plans; d. Technical Specifications and Supplementary Conditions; e. Performance and Payment Bond; N f. Contractor's Completed Bidder Status Form; attached el-y-reto; m gn g. Contractor's Completed Assurance of Contract CompR44se = FitgramnTnti ; n-< -0 Discrimination Requirements), attached hereto; <r- rn _. G r f o:0 h. Completed Form of Proposal; and _ co Q .to i. This Instrument. c AG -1 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 acknowledged by City, together with quantities, unit prices, and extended dollar amounts, are as follows (or shown on an attachment): Name: Quantity: Unit Price: $ Amnt: DATED this day of , 20_ Citv ATTEST: Mayor Contractor (Title) ATTEST: City Clerk (Company Official) AG -2 Approved By: N City Attorney's Mice cc :*C-) _ rn 3 v 3> .00 G7 PERFORMANCE AND PAYMENT BOND (insert the name and address or legal title of the Contractor) Principal, hereinafter called the Contractor and (insert the legal title of the Surety) 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 ($ ) for the payment for which Contractor c& Surety 0 -� hereby bind themselves, their heirs, executors, administrators, successors and J�rs,jjntly a 1d severally. M =gym = WHEREAS, Contractor has, as ofentered int ao 0 (date) Y N a written Agreement with Owner for Project; and WHEREAS, the Agreement requires execution of this Performance and Payment Bond, to be completed by Contractor, in accordance with plans and specifications prepared by , 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 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. 20 SIGNED AND SEALED THIS IN THE PRESENCE OF: Witness Witness N=19 DAY OF , (Surety) (Title) (Street) (City, State, Zip) (Phone) N 0 O m 3C y �1 � � r (Principal) :<1 v M (Title) o (Surety) (Title) (Street) (City, State, Zip) (Phone) Contract Compliance Program � i 1 CITY of IOWA CITY N O_ O --fin =Crn = o� v ,v 0 CITY of IOWA CITY SECTION I - GENERAL POLICY STATEMENT It is the policy of the City of Iowa City to require equal employment opportunity in all City contract work. This policy prohibits discrimination by the City's contractors, consultants and vendors and requires them to ensure that applicants seeking employment with them and their employees are treated equally without regard to race, color, creed, religion, national origin, sex, gender identity, sexual orientation, disability, marital status, and age. 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. 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. mgrlasst\contractcompliance.doc CC -1 O ca ' <r oM _' D 7C pp N CD mgrlasst\contractcompliance.doc CC -1 SECTION II - ASSURANCE OF COMPLIANCE The following sets forth the minimum requirements of a satisfactory Equal Employment Opportunity Program which will be reviewed for acceptability. PLEASE RETURN PAGES 2 THROUGH 3 OF THIS SECTION TO THE CONTRACTING DEPARTMENT PRIOR TO THE EXECUTION OF THE CONTRACT. With respect to the performance of this contract, the contractor, consultant or vendor agrees as follows: (For the purposes of these minimum requirements, "contractor' shall include consultants and vendors.) 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. 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 seq.) and relevant orders of the U.S. Secretary of Labor. The Secretary of Labor, and not the City, enforces said regulations and orders. 3. 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. N O _ :*n ca = a —IC7� J ! . r Mi. j o� g� = co •. n � mgAassAcontractcompliance.doc CC -2 6. How does your business currently inform applicants, employees, and recruitment sources (including unions) that you are an Equal Employment Opportunity employer? The above responses to questions 1 through 6, are true and correctly reflect our Equal Employment Opportunity policies. Business Name Signature Phone Number Title Print Name Date mgrlasst\contmctcompliance.doc CC -3 d C= !d C-)-< <r r =ern = rn q N 0 mgrlasst\contmctcompliance.doc CC -3 SECTION III - SUGGESTED STEPS TO ASSURE EQUAL EMPLOYMENT OPPORTUNITIES COMPANY POLICY Determine your company's policy regarding equal employment opportunities. Document the 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 employees and to your subcontractors asking their cooperation. The policy statement should recognize and accept your responsibility to provide equal employment opportunity in all your employment practices. In regard to dissemination of this policy, this can be done, for example, through the use of letters to all recruitment sources and subcontractors, personal contacts, employee meetings, web page postings, employee handbooks, and advertising. 2. 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. Thiserson should have a position in your organization which emphasizes the importance of the program. 3. INSTRUCT STAFF a —n Your staff should be aware of and be required to abide by your Equat--ftigneri Opportunity program. All employees authorized to hire, supervise, promote, or dischargeloyees oin involved in such actions should be trained and required to comply with your poW.;y ncahe nt equal employment opportunity laws. X co V D 4. RECRUITMENT M (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 publicize all job promotional opportunities and encourage all qualified employees to bid on them. 12/01 mgr\asst\contractcomphance. doc CC -4 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. CC -5 N O_ E m <� � o� s co � O CC -5 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 or to discharge any employee because of age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex or sexual orientation. (Ord. 03-4105, 12-16- 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) D. Employment policies relating to pregnancy and childbirth shall be governed by the following: 1. A written or unwritten employment policy or practice which excludes from employment applicants or employees because of the employee's pregnancy is a prima facie violation of this title. 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 Statqgdepartment of health and human services, that a person with a condition related 110acquillill1d immune deficiency syndrome poses a significant risk of transmission of the him s immunodeficiency virus to other persons in a specific occupation. C-) . . F. The following are exempted from the provisions of this section: o 3 0 CC -6 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 elderly. Any such employment or offer of employment shall not discriminate among the disabled or elderly on the basis of age, color, creed, disability, gender identity, marital status, national origin, race, 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) CC -7 N O C d Z n� �nLn r.. _„ M CO 0 D N 0 CC -7 SAMPLE: EQUAL EMPLOYMENT OPPORTUNITY POLICY To all employees of This Company and its employees shall not discriminate against any employee or applicant for employment based on his or her age, color, creed, disability, national origin, gender identity, marital status, race, religion, sex, or sexual orientation. The anti -discrimination policy extends to decisions involving hiring, 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. Further, this Company and its employees will provide a working environment free from such discrimination. All employees are encouraged to refer minority and women applicants and applicants with disabilities for employment. The Equal Employment Opportunity Officer for the is: Name: Address: Telephone Number: NOTE: This is a SAMPLE ONLY. You may wish to confer with your EEO officer or legal counsel to formulate a policy which specifically meets the needs of your company. CC -8 o E O D.-{ m n� rn = m v D � 0 CC -8 CITY OF IOWA CITY WAGE THEFT POLICY It is the policy of the City of Iowa City, as expressed by City Council Resolution No. 15-364 adopted on November 10, 2015, not to enter into certain contracts with, or provide discretionary economic development assistance to, any person or entity (including an owner of more than 25% of the entity) who has admitted guilt or liability or been adjudicated guilty or liable in any judicial or administrative proceeding of committing a repeated or willful violation of the Iowa Wage Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or any comparable state statute or local ordinance, which governs the payment of wages, for a period of five (5) years from the date of the last conviction, entry of plea, administrative finding or admission of guilt. (hereinafter "Wage Theft Policy") Application. The Wage Theft Policy applies to the following: a. Contracts in excess of $25,000 for goods, services or public improvements. b. Contracts for discretionary economic development assistance. "Discretionary" economic development assistance shall mean any economic development assistance provided by the City of Iowa City that is not required by law. II. Exceptions. The Wage Theft Policy does not apply to emergency purchases of goods and services, emergency construction or public improvement work, sole source contracts excepted by the City's purchasing manual, cooperative/piggyback purchasing or contracts with other governmental entities. III. Affidavit. The contracting entity must complete the attached affidavit showing compliance with the Wage Theft Policy and provide it to the Contracting Department prior to the execution of the contract. Contract provision: Any contract to which this policy is applicable will include the following contract provision: If the City becomes aware that a person or entity (including an owner of more than 25% of the entity) has admitted guilt or liability or been adjudicated guilty or liable in any judicial or administrative proceeding of committing a repeated or willful violation of the Iowa Wage Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or any comparable state statute or local ordinance, which governs the payment of wages, within the five (5) year period prior to the award or at any time after the award, such violation shall constitute a default under the contract. IV. Waivers. If a person or entity is ineligible to contract with the City as a result of the Wage Theft Policy it may submit a request in writing indicating that one or more of the following actions have been taken: a. There has been a bona fide change in ownership or control of the ineligible_persorwr entity; b. Disciplinary action has been taken against the individual(s) responsible for-5.Wctpiving"e to the violation(s); c. Remedial action has been taken to prevent a recurrence of the acz§tjcgivirf� ris to the disqualification or default; {M = m or :P m v D N d. Other factors that the person or entity believes are relevant. C The City Manager or Designee shall review the documentation submitted, make any inquiries deemed necessary, request additional documentation if warranted and determine whether a reduction in the ineligibility period or waiver is warranted. Should the City Manager or Designee determine that a reduction or waiver of the ineligibility period is warranted the City Manager or Designee shall make such recommendation to the City Council. The City Council will make a final decision as to whether to grant a reduction or waiver. WT -1 STATE OF WAGE THEFT AFFIDAVIT ) SS: COUNTY ) upon being duly sworn, state as follows: 1. 1 am the [position] of ["contracting entity"] and have the authority to execute this affidavit on behalf of said contracting entity and any person or entity with an ownership interest in said contracting entity of more than 25%. 2. Neither [contracting entity] nor any person or entity with an ownership interest of more than 25% of said contracting entity has been adjudicated guilty or liable in any judicial or administrative proceeding of committing a repeated or willful violation of the Iowa Wage Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or any comparable state statute or local ordinance, which governs the payment of wages in the last 5 years. This instrument was acknowledged before me by WT -2 Signature on , 20_ Notary Public in and for the State of H 0 O �n m m T • 1 C r C:) 3 m D co N Q GENERAL CONDITIONS Division 11, General Requirements and Covenants of the Iowa Department of Transportation "Standard Specifications for Highway and Bridge Construction," Series of 2015, as amended, shall apply except as amended in the Supplementary Conditions. GC -1 r 25 m r _ CDM _ 0 GC -1 SUPPLEMENTARY CONDITIONS ARTICLES WITHIN THIS SECTION 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 2015, 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 2015, as amended. SC -1 N 0 S-1 Definitions n a. S-2 Limitations of Operations y S-3 Insurance c-)-< -� S-4 Supervision and Superintendence S-5 Concerning Subcontractors, Suppliers and Others :gym = rn S-6 Compliance with OSHA Regulations 0 S-7 Employment Practices D S-8 Contract Compliance Program (Anti -Discrimination Requirements) o S-9 Wage Theft Policy S-10 Measurement and Payment S-11 Taxes S-12 Construction Stakes S-13 Bidder Status Form 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 2015, 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 2015, as amended. SC -1 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. S-3 INSURANCE. A. CERTIFICATE OF INSURANCE; CANCELLATION OR MODIFICATION Before commencing work, the Contractor shall submit to the City for approval a Certificate of Insurance, meeting the requirements specified herein, to be in effect for the full contract period. The name, address and phone number of the insurance company and agent must accompany the certificate. The liability limits required hereunder must apply to this Project only. 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. N B. MINIMUM COVERAGE o o m Any policy or policies of insurance purchased by the Contractor t-3'$tist; his/ responsibilities under this contract shall include contractual liability coverag -dnd ssball be -+n the following type and minimum amounts: Tvoe of Coveraae Comprehensive General Liability Bodily Injury & Property Damage` Automobile Liability Bodily Injury & Property Damage Combined Single Limit $1,000,000 Excess Liability $5,000,000 $5,000,000 Professional Liability (if applicable) $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. Comprehensive General Liability using Insurance Services Office CG0001 or equivalent, shall include Contractual, Premises & Operations, Products & Completed Operations, Independent Contractors, Personal & Advertising Injury coverages, and Aggregate Limits of Insurance (Per Project) endorsement. Automobile Liability shall include all owned, non -owned and hired autos and also coverage for Contractual Liability. SC -2 m 00 Each Occurrence AaAgate ry $1,000,000 $2,000,000 0 Combined Single Limit $1,000,000 Excess Liability $5,000,000 $5,000,000 Professional Liability (if applicable) $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. Comprehensive General Liability using Insurance Services Office CG0001 or equivalent, shall include Contractual, Premises & Operations, Products & Completed Operations, Independent Contractors, Personal & Advertising Injury coverages, and Aggregate Limits of Insurance (Per Project) endorsement. Automobile Liability shall include all owned, non -owned and hired autos and also coverage for Contractual Liability. SC -2 Excess Liability shall provide no less than following form coverage to the primary underlying policies. To the fullest extent permitted by applicable state law, a Waiver of Subrogation Clause shall be added to the General Liability and Workers' Compensation policies in favor of the City, and this clause shall apply to the City, including their officers, elected officials, directors, employees and agents. Professional Liability, if applicable: The Contractor shall procure and maintain, during the life of this Agreement, Professional Errors and Omissions Liability insurance. The Contractor will notify the Owner if claims made erode the policy limits below those required above. All liability policies above, except for Workers Compensation and Professional Liability, shall include the Owners Governmental Immunities Endorsement [See attached]. The City requires that the Contractor's Insurance carrier be A rated or better by A.M. Best. In addition, the Contractor shall be required to comply with the following provisions with respect to insurance coverage: N O 1. The entire amount of Contractor's liability insurance policy coverage8nits, iTntified in the policy and on the Certificate of Insurance, must, under the poli*ae mveilabieetb pay damages for which the insured Contractor becomes liable, or forWh 9 ins7Z assumes liability under the indemnity agreement herein contained, aIIor4ucWtovet e amount shall not be subject to reduction or set off by virtue of investt$*n a&def4*6 costs incurred by Contractor's insurer. 2. The entire amount of the Contractor's liability insurance policy coverage limQgshall 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 Contractor shall include the Owner (City of Iowa City, including its employees, agents and assigns) as additional insured on all policies, except workers compensation and professional liability. Such additional insured endorsements(s) shall make the Contractor's liability insurance primary to the Owner's and, furthermore, shall not be contributing with any other insurance or similar protection available to the Owner, whether such available protection be primary, contributing or excess. Owner shall be an Additional Insured with respect to all required aforementioned coverages, which shall be stated on all Certificates of Insurance. Such Certificates shall also state that the Governmental Immunities Endorsement apply and said endorsemetns shall be attached thereto. 5. The Contractor shall require any of its agents and subcontractors who perform work and/or services pursuant to the provisions of this Agreemtn to purchase and maintain the same types of insurance as are required of the Contractor. SC -3 6. 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. 7. 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. 8. 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 Contract, or due to other activities not under this Contract but covered by the same insurance, and such losses reduce the aggregate limits of Contractor's liability insurance below the limits required hereunder, then in that event the City may in its discretion eithiesuspend Contractor's operations or activities under this Contract, or terminatEBbia C19ract, and withhold payment for work performed on the Contract. by cn r c-> oM m C. HOLD HARMLESS 0 D� 1. The Contractor shall indemnify, defend and hold harmless the City of lowaity and its officers, employees, and agents from any and all liability, loss, cost, damage, and expense (including reasonable attomeys 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. SC -4 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 agor hours. CONTRACTOR shall provide to ENGINEER the phone number and/or pang seG ce of this individual. S-5 CONCERNING SUBCONTRACTORS, SUPPLIERS AND OTHERS. Ac') cn C - Cr a M Add the following paragraph to 1108.01 of the IDOT STANDARD SPECIFICATIfAR = 0 =E:X c Bidders shall list those persons, firms, companies or other parttVs toNvhom 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. 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 191C (General Industry Standard) and 29 CFR 1926 (Construction Industry Standard). The Contractor and all subcontractors are solely responsible for compliance with said regulations. The Contractor will provide Material Safety Data Sheets (MSDS) for all hazardous chemicals or materials that will be at the job site. The Material Safety Data Sheets will be submitted to 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, SC -5 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 WAGE THEFT POLICY. For all contracts of $25,000 or more, the Contractor shall abide by the requirements of the City's Wage Theft Policy, which is included with these Specifications beginning on page WT -1. 5-10 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-11 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-12 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 necessary re -staking will be at the Contractor's expense and will be charged at a rate of $75 per hour. S-13 BIDDER STATUS FORM. The Contractor awarded the project together with all Subcontractors shall be required to complete the form included with these specifications (and entitled the same as this section) and submit it to the Engineer before work can begin on the project. Note that these requirements involve all proiects not funded with Federal monies. SC -6 C O �n Co s -c n < } -4� cn .. o70 = o a co ry SC -6 Bidder Status Form To be completed by all bidders Part A Please answer "Yes" or "No" for each of the following: ❑ Yes ❑ No My company is authorized to transact business in Iowa. (To help you determine if your company is authorized, please review the worksheet on the next page). ❑ Yes ❑ No My company has an office to transact business in Iowa. ❑ Yes ❑ No My company's office in Iowa is suitable for more than receiving mail, telephone calls, and e-mail. ❑ Yes ❑ No My company has been conducting business in Iowa for at least 3 years prior to the first request for bids on this project. ❑ Yes ❑ No My company is not a subsidiary of another business entity or my company is a subsidiary of another business entity that would qualify as a resident bidder in Iowa. If you answered "Yes" for each question above, your company qualifies as a resident bidder. Please complete Parts B and D of this form. If you answered "No" to one or more questions above, your company is a nonresident bidder. Please complete Parts C and D of this form. To be completed by resident bidders Part B My company has maintained offices in Iowa during the past 3 years at the following addresses: Dates: / / to / / Address: City, State, Zip: Dates: / / to / / Address: City, State, Zip: Dates: /—/—to / / Address: You may attach additional sheet(s) if needed. City, State, Zip: To be completed by non-resident bidders Part C 1. Name of home state or foreign country reported to the Iowa Secretary of State: 2. Does your companys home state or foreign country offer preferences to bidders who are residents? ❑ Yes ❑ No 3. If you answered "Yes" to question 2, identify each preference offered by your company's home state or foreign country and the appropriate legal citation. You may attach additional sheet(s) if heeded. To be completed by all bidders n<? s art D I certify that the statements made on this document are true and complete to the best of my know e iW I kr Maf my failure to provide accurate and truthful information may be a reason to reject my bid. :<r- - 1 M = M Firm Name: Sianature: Date: N You must submit the completed form to the governmental body requesting bids per 875 Iowa Administrative Code Chapter 156. This form has been approved by the Iowa Labor Commissioner BF -1 Worksheet: Authorization to Transact Business This worksheet may be used to help complete Part A of the Resident Bidder Status form. If at least one of the following describes your business, you are authorized to transact business in Iowa. ❑ Yes ❑ No My business is currently registered as a contractor with the Iowa Division of labor. ❑ Yes ❑ No My business is a sole proprietorship and I am an Iowa resident for Iowa income tax purposes. ❑ Yes ❑ No My business is a general partnership or joint venture. More than 50 percent of the general partners or joint venture parties are residents of Iowa for Iowa income tax purposes. ❑ Yes ❑ No My business is an active corporation with the Iowa Secretary of State and has paid all fees required by the Secretary of State, has filed its most recent biennial report, and has not filed articles of dissolution. ❑ Yes ❑ No My business is a corporation whose articles of incorporation are filed in a state other than Iowa, the corporation has received a certificate of authority from the Iowa secretary of state, has filed it's most recent biennial report with the secretary of state, and has neither received a certificate of withdrawal from the secretary of state nor had its authority revoked. ❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in this state and the statement has not been canceled. ❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in a state other than Iowa, has filed a statement of foreign qualification in Iowa and a statement of cancellation has not been filed. ❑ Yes ❑ No My business is a limited partnership or limited liability limited partnership which has filed a certificate of limited partnership in this state, and has not filed a statement of termination. ❑ Yes ❑ No My business is a limited partnership or a limited liability limited partnership whose certificate of limited partnership is filed in a state other than Iowa, the limited partnership or limited liability limited partnership has received notification from the Iowa secretary of state that the application for certificate of authority has been approved and no notice of cancellation has been filed by the limited partnership or the limited liability limited partnership. ❑ Yes ❑ No My business is a limited liability company whose certificate of organization is filed in Iowa and has not filed a statement of termination. ❑ Yes ❑ No My business is a limited liability company whose certificate of organization is filed in a state gfher than Iowa, has received a certificate of authority to transact business in Iowa ffid the certificate has not been revoked or canceled. o m C) -tom CA r r =gym = m C) g� m o D tv BF -2 ARC 1271C LABOR SERVICES DIVISION[875] Adopted and Filed Pursuant to the authority of Iowa Code section 73A.21, the Labor Commissioner hereby adopts a new Chapter 156, "Bidder Preferences in Government Contracting," Iowa Administrative Code. This amendment adopts new rules concerning preferences for resident bidders on government construction projects.The new chapter sets forth requirements for a public body involved in a public improvement and sets forth enforcement procedures. Notice of Intended Action was published in the October 30, 2013, Iowa Administrative Bulletin as ARC 1160C. Public comments regarding the proposed rules were received. Commenters stated that some of the rules could be misinterpreted and that some of the rules were beyond the statutory authority of Iowa Code section 73A.21. Commenters expressed ideas on how to make the bidding process more efficient. Commenters also questioned the constitutionality of Iowa Code section 73A.21. One commenter suggested adding compliance with Iowa Code chapter 91 C as a basis to find that a company is authorized to transact business in Iowa. These rules are not identical to those published under Notice of Intended Action. Some changes are technical; other more substantive changes are described below. References to "domicile" were removed from several rules. Subrule 156.2(1) was changed to clarify that the requirements apply only to a project to be awarded to the lowest responsible bidder; to clarify that only office addresses, not construction worksites, must be reported; to remove a reference to perjury; and to change the deadline for submitting a statement to the public body. Paragraph 156.2(2)"b" was changed by deleting the phrase "under this Act." Subrule 156.2(3) was changed by adding new paragraph "k" concerning construction contractor registration, and by clarifying that compliance with only one of the lettered paragraphs in the subrule is necessary. Paragraph 156.2(4)"b" was changed by adding the phrase "if applicable." In rule 875-156.3(73A), the term "public body" replaced the term "nonresident bidder." A new rule 875-156.9(73A) containing a severability clause was added. The principal reason for adoption of this amendment is to implement legislative intent. No varWce procedures are included in these rules because variance provisions are set forth in 87�—Chager 1. After analysis and review of this rule making, no impact on jobs has been found. �c� s• k These rules are intended to implement Iowa Code section 73A.21. These rules shall become effective on February 12, 2014. The following amendment is adopted. =tm m M Adopt the following new 875—Chapter 156: 5er3 0 :E:x co CHAPTER 156 D N BIDDER PREFERENCES IN GOVERNMENT CONTRACTING 875-156.1(73A) Purpose, scope and definitions. These rules institute administrative and operational procedures for enforcement of the Act. The definitions and interpretations contained in Iowa Code section 73A.21 shall be applicable to such terms when used in this chapter. "Act" means Iowa Code section 73A.21. "Affiliate," when used with respect to any specified person or entity, means another person or entity that, either directly or indirectly through one or more intermediaries, controls, or is controlled by, or is under common control or ownership with, such specified person or entity. "Commissioner" means the labor commissioner appointed pursuant to Iowa Code section 91.2, or the labor commissioner's designee. "Division" means the division of labor of the department of workforce development. BF -3 "Nonresident bidder" means a person or entity that does not meet the definition of a resident bidder, including any affiliate of any person or entity that is a nonresident bidder. "Parent,"when used with respect to any specified person or entity, means an affiliate controlling such specified person or entity directly or indirectly through one or more intermediaries. Public body"means the state and any of its political subdivisions, including a school district, public utility, or the state board of regents. "Public improvement" means a building or other construction work to be paid for in whole or in part by the use of funds of the state, its agencies, and any of its political subdivisions and includes road construction, reconstruction, and maintenance projects. "Public utility" includes municipally owned utilities and municipally owned waterworks. "Resident bidder" means a person or entity authorized to transact business in this state and having a place of business for transacting business within the state at which it is conducting and has conducted business for at least three years prior to the date of the first advertisement for the public improvement. If another state or foreign country has a more stringent definition of a resident bidder, the more stringent definition is applicable as to bidders from that state or foreign country. "Resident labor force preference" means a requirement in which all or a portion of a labor force working on a public improvement is a resident of a particular state or country. "Subsidiary," when used with respect to any specified person or entity, is an affiliate controlled by such specified person or entity directly or indirectly through one or more intermediaries. 875-156.2(73A) Reporting of resident status of bidders. 156.2(1) Reporting to public body. When a contract for a public improvement is to be awarded to the lowest responsible bidder, the public body shall request a statement from each bidder regarding the bidder's resident status. The statement shall be on the form designated by the commissioner. The statement shall require the bidder to certify whether the bidder is a resident bidder or a nonresident bidder. In the case of a resident bidder, the statement shall require the resident bidder to identify each office at which the resident bidder has conducted business in the state during the previous three years and the dates on which the resident bidder conducted business at each office. In the case of a nonresident bidder, the statement shall require the nonresident bidder to identify the nonresident bidder's home state or foreign country as reported to the Iowa secretary of state, to identify each preference offered by the nonresident bidder's home state or foreign country, and to certify that, except as set forth on the form, there are no other preferences offered by the nonresident bidder's home state or foreign country. The statement shall include such additional information as requested by the commissioner. The statement must be signed by an authorized representative of the bidder. A fully completed statement shall be deemed to be incorporated by reference into all project bid specifications and contract documents with any bidder on a public improvement. Failure to provide the statement with the bid may result in the bid being deemed nonresponsive. This may result in the bid being rejected by the public body. o 156.2(2) Determining residency status. o m a. For purposes of the Act, a person or entity is a resident bidder if the person or er*Eg1) p '?'1) Is authorized to transact business in Iowa; and —+ -L (2) Has had one or more places of business in Iowa at which it is conducting 621915s cT4ductf3� business in this state for at least three years immediately prior to the date of the firsta tiseyment f the public improvement. M Z in b. If the person or entity is a resident of a state or foreign country that has =re(ringe io definition than is set forth in paragraph 156.2(2) a"for determining whether a person or ity in 1!4t state or country is a resident bidder, then the more stringent definition applies. — 156.2(3) Determining authorization to transact business. A person or entity is authorized to transact business in the state if one or more of the following accurately describes the person or entity: a. In the case of a sole proprietorship, the sole proprietor is an Iowa resident for Iowa income tax purposes; b. In the case of a general partnership orjoint venture, more than 50 percent of the general partners or joint venture parties are residents of Iowa for Iowa income tax purposes; BF -4 c. In the case of a limited liability partnership which has filed a statement of qualification in this state, the statement has not been canceled; d. In the case of a limited liability partnership whose statement of qualification is filed in a state other than Iowa, the limited liability partnership has filed a statement of foreign qualification in Iowa and a statement of cancellation has not been filed pursuant to Iowa Code section 486A.105(4); e. In the case of a limited partnership or limited liability limited partnership whose certificate of limited partnership is filed in this state, the limited partnership or limited liability limited partnership has not filed a statement of termination; f. In the case of a limited partnership or a limited liability limited partnership whose certificate of limited partnership is filed in a state other than Iowa, the limited partnership or limited liability limited partnership has received notification from the Iowa secretary of state that the application for certificate of authority has been approved and no notice of cancellation has been filed by the limited partnership or the limited liability limited partnership; g. In the case of a limited liability company whose certificate of organization is filed in this state, the limited liability company has not filed a statement of termination; h. In the case of a limited liability company whose certificate of organization is filed in a state other than Iowa, the limited liability company has received a certificate of authority to transact business in this state and the certificate has not been revoked or canceled; i. In the case of a corporation whose articles of incorporation are filed in this state, the corporation (1) has paid all fees required by Iowa Code chapter 490, (2) has filed its most recent biennial report, and (3) has not filed articles of dissolution; j. In the case of a corporation whose articles of incorporation are filed in a state other than Iowa, the corporation (1) has received a certificate of authority from the Iowa secretary of state, (2) has filed its most recent biennial report with the secretary of state, and (3) has neither received a certificate of withdrawal from the secretary of state nor had its authority revoked; or k. The person or entity is registered with the Iowa division of labor as a construction contractor pursuant to Iowa Code chapter 91C. 156.2(4) Determining if bidder has conducted business in state. In order to determine if a bidder has a place of business for transacting business within Iowa at which it is conducting and has conducted business for at least three years prior to the date of the first advertisement of the public improvement, the bidder shall meet the following criteria for the three-year period prior to the first advertisement for the public improvement: a. Continuously maintained a place of business for transacting business in Iowa that is suitable for more than receiving mail, telephone calls, and e-mails; and b. Conducted business in the state for each of those three years and filed an Iowa income tax return, if applicable, made payments to the Iowa unemployment insurance fund, if applicable, and maintained an Iowa workers' compensation policy, if applicable, in effect for each of those three years. 875-156.3(73A) Application of preference. When awarding a contract for a public improvement to the lowest responsible bidder, the public body shall allow a preference to a resident bidder as against a nonresident bidder that is equal to any preference given or required by the home state or foreign country in which the nonresident bidder is a resident without regard to whether such preferences are actually enforced by the applicable regulatory body in each state. If the bidder is a subsidiary of a parent that would be a nonresident bidder if such parent were to bid on the public improvement in its own name, then the public body shall allow a preference as against such bidder that is equal to the preference given or required by the home state or foreign country of the bidder's parent. In the instance of a labor force preference, a public body shall apply the same resident labor force preference to a public i_proverftpt in this state as would be required in the construction of a public improvement by the home 9Mte or i8eign country of the nonresident bidder, or the parent of a resident bidder if the parent wouff.%alifgZ,as a+� nonresident bidder if such parent were to bid on the public improvement in its own name. A preference shall not be applied to a subcontractor unless the home state or foreign country Q-EA4 nogygsderf� bidder to whom the contract was awarded would apply a preference to the subcontractor. -<r— T O !-0M 3 �~ CO N BF -5 Specific methods of calculating and applying a preference shall mirror those that apply in the home state or foreign country of the nonresident bidder to whom the contract was awarded. In the event that the specific method used by the nonresident bidder's home state or foreign country cannot be determined, the calculation for a labor force preference shall include only the labor force working on the public improvement in Iowa on a regular basis calculated by pay period. 875-156.4(73A) Complaints regarding alleged violations of the Act. 156.4(1) Complaints. Any person with information regarding a violation of the Act may submit a written complaint to the commissioner. Any complaint must provide the information required pursuant to subrule 156.4(2) or as much of such information as is reasonably practicable under the circumstances. The completed written complaint form shall be submitted to the commissioner at Labor Services Division, 1000 East Grand Avenue, Des Moines, Iowa 50319. 156.4(2) Written complaint form. The commissioner shall prepare a written complaint form that a person with information regarding a potential violation of the Act may submit pursuant to subrule 156.4(1). The written complaint form shall request the following information: the name, address, telephone number, and e-mail address of the complainant; the name of the bidder that is believed to have violated the Act; a description of any relationships between the complainant and the bidder; an identification of the public body to which the bidder submitted a bid; the home state or foreign country of the bidder; a description of the goods and services provided under the bid; and such additional information as requested by the commissioner. 156.4(3) Availabilityof written complaint form. The written complaint form shall be available in all 875-156.5(73A) Nonresident bidder record-keeping requirements. While participating in a public improvement, a nonresident bidder from a home state or foreign country with a resident labor force preference shall make and keep, for a period of not less than three years, accurate records of all workers employed by the contractor or subcontractor on the public improvement. The records shall include each worker's name, address, telephone number if available, social security number, trade classification, and starting and ending date of employment. 875-156.6(73A) Investigations; determination of civil penalty. The commissioner or an authorized designee shall cause an investigation to be made into charges of violations of the Act, including allegations set forth in a written complaint. 156.6(1) Investigative powers. The commissioner or the authorized designee shall have the following powers: a. Hearings. The commissioner may hold hearings and investigate charges of violations of the Act. b. Entry into place of employment. The commissioner may, consistent with due process of law, enter any place of employment to inspect records concerning labor force residency, to question an employer or employee, and to investigate those facts, conditions, or matters as are deemed appropriate in determining whether any person has violated the provisions of the Act. The commissioner shall only make an entry into a place of employment in response to a written complaint. C. Residency of workers. The commissioner may investigate and ascertain the residency of a worker engaged in any public improvement in this state. d. Oaths; depositions; subpoenas. The commissioner may administer oaths, take or cause to be taken deposition of witnesses, and require by subpoena the attendance and testimony of witnesses and the production of all books, registers, payrolls, and other evidence relevant to a matter under investigation or hearing. e. Employment of personnel. The commissioner may employ qualified personnel w are r�essary for the enforcement of Iowa Code section 73A.21. The personnel shall be employeQ�5sug to the merit system provisions of Iowa Code chapter 8A, subchapter IV. D n� �C-1 r r— m rnv 3 ; o c 0 A N BF -6 f. Request for records. The commissioner shall require a contractor or subcontractor to file, within 10 days of receipt of a request, any records enumerated in rule 875-156.5(73A). If the contractor or subcontractor fails to provide the requested records within 10 days, the commissioner may direct, within 15 days after the end of the 10 -day period, that the fiscal or financial office charged with the custody and disbursement of funds of the public body that contracted for construction of the public improvement or undertook the public improvement, to withhold immediately from payment to the contractor or subcontractor up to 25 percent of the amount to be paid to the contractor or subcontractor under the terms of the contract or written instrument under which the public improvement is being performed. The amount withheld shall be immediately released upon receipt by the public body of a notice from the commissioner indicating that the request for records as required by this paragraph has been satisfied. 156.6(2) Division determination. Upon conclusion of an investigation, the commissioner or an authorized designee shall issue a written determination to the party that was the subject of the investigation. The determination shall indicate whether or not the division finds a violation of the Act by the party. If the determination indicates that the party engaged in a violation of the Act, the determination shall also indicate the remedies the division intends to pursue as a result of the violation. 156.6(3) Informal conference. A party seeking review of the division's determination pursuant to this rule may file a written request for an informal conference. The request must be received by the division within 15 days after the date of issuance of the division's determination. During the conference, the party seeking review may present written or oral information and arguments as to why the division's determination should be amended or vacated. The division shall consider the information and arguments presented and issue a written decision advising all parties of the outcome of the informal conference. 875-156.7(73A) Remedies. Following the conclusion of the informal conference, or following the expiration of the time in which a party may file a written request for an informal conference, the division may pursue the following remedies. 156.7(1) Injunctive relief. If the division determines that a violation of the Act has occurred, the division may sue for injunctive relief against the awarding of a contract, the undertaking of a public improvement, or the continuation of a public improvement. 156.7(2) Civil penalty. Any person or entity that violates the provisions of this chapter is subject to a civil penalty in an amount not to exceed $1,000 for each violation found in a first investigation by the division, not to exceed $5,000 for each violation found in a second investigation by the division, and not to exceed $15,000 for a third or subsequent violation found in any subsequent investigation by the division. Each violation of this chapter for each worker and for each day the violation continues constitutes a separate and distinct violation. In determining the amount of the penalty, the division shall consider the appropriateness of the penalty to the person or entity charged, upon determination of the gravity of the violation(s). The collection of these penalties shall be enforced in a civil action brought by the attorney general on behalf of the division. 875-156.8(73A) Compliance with federal law. If it is determined that application of this chapter and the Act may cause denial of federal funds which would otherwise be available for a public improvement, or would otherwise be inconsistent with requirements of any federal law or regulation, the application of this chapter shall be suspended to the extent necessary to prevent denial of the funds or to eliminate the inconsistency with federal requirements. o _O m 875-156.9(73A) Severability. If any rule under this chapter, any portion of a rule undch4ter, Mn the applicability of any rule under this chapter to any person or circumstance is heldcijwq id 9 court,,,, the remainder of these rules or the rules' applicability to other persons or circumstamem)shalhnot affected. .`m 27 These rules are intended to implement Iowa Code section 73A.21. S M D Co [Filed 12/16/13, effective 2/12/14] rV [Published 118/14] EDITOR'S NOTE: For replacement pages for IAC, see IAC Supplement 1/8/14. BF -7 Forth 73 7v 07-97 Contractor Project # . County _ City TARGETED SMALL BUSINESS (TSB) PRE-BID CONTACT INFORMATION (To Be Completed By All Bidders Per The Current Contract Provision) Page # In order for your bid to be considered responsive, you are required to provide information on this form showing your Targeted Small Business contacts made with your bid submission. This information is subject to verification and confirmation. In the event it is determined that the Targeted Small Business goals are not met, then before awarding the contract, the Contracting Authority will make a determination as to whether or not the apparent successful low bidder made good faith efforts to meet the goals. NOTE: Every effort shall be made to solicit quotes or bids on as many subcontractable items as necessary to achieve the established goals. If a TSB's quote is used in the bid, it is assumed that the firm listed will be used as a subcontractor. TABLE OF INFORMATION SHOWING BIDDERS PRE-BID TARGETED SMALL BUSINESS (TSB) CONTACTS SUBCONTRACTOR TSB DATES CONTACTED QUOTES RECEIVED QUOTATION USED IN BID YES/NO DATES CONTACTED YES/NO DOLLAR AMT. PROPOSED TO BE SUBCONTRACTED "41V vMU baa %6"A 11Z Total dollar amount proposed to be subcontracted to TSB on this project $ List items by name to be subcontracted: April 2018 CONTRACT PROVISION Targeted Small Business(TSB)Affirmative Action Responsibilities on Non -Federal -aid Projects (Third -party State -Assisted Projects) TSB DEFINITION A TSB is a small business, as defined by Iowa Code Section 15.102(l 0), which is 51 % or more owned, operated and actively managed by one or more women, minority persons, service -disabled veterans or persons with a disability provided the business meets all of the following requirements: is located in this state, is operated for profit and has an annual gross income of less than 4 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. These requirements supersede all existing TSB regulations, orders, circulars and administrative requirements. 3. TSB DIRECTORY INFORMATION Available from: Iowa Economic Development Authority Targeted Small Business Certification Program 200 East Grand Avenue Des Moines, IA 50309 _ o Phone: 515-725-3132 CD z Website: https://iowaeconomicdevelopment.com/tsb y n� 4. THE CONTRACTOR'S TSB POLICY �n r rn m The contractor is expected to promote participation of disadvantaged business enterprisg7Dsup�liers, manufactures and subcontractors through a continuous, positive, result -oriented prograrrr. Tt refdA, the tractors TSB policy shall be: cn rV 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 APPOINTAN EQUAL EMPLOYMENT OPPORTUNITY (EEO) OFFICER The contractor shall designate a responsible person to serve as TSB officerto 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 Economic Development Authority (515-725-3132) 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. Page 1 March 2014 2. 3. 4. CONTRACT PROVISION Targeted Small Business (TSB) Affirmative Action Responsibilities on Non -Federal -aid Projects (Third -party State -Assisted Projects) W] A TSB is a sm II business, as defined by Iowa Code Section 15.102(7), which is 51% or more owned, operated and actively manage by one or more women, minority persons or persons with a disability. Generally this is a for-profit small business entvrprise under single management, is located in Iowa and has an annual gross income of less than 4 million dollars com uted as an average of the three preceding fiscal years. TSB REQUIREMENTS In all State -assisted projects certain affirmative action requ business enterprises. These Code Chapter 4. These requi requirements. TSB DIRECTORY INFORMATION available through the Iowa Department of Transportation, local rnments have its to encourage and increase participation of disadvantage ' divfduals in ements are based on Iowa Code Section 19B.7 and 541 j96a Administrative is supersede all existing TSB regulations, orders, circ ars and administrative - Available from: Iowa Department of Inspe Targeted Small Business Lucas Building Des Moines, IA 50319 Phone: 515-281-7102 Website: htto•//dia.iowa.c THE CONTRACTOR'S TSB POLICY and Appeals The contractor is expected to promote participation of ad taged business enterprises as suppliers, manufactures and subcontractors through a continuo , positi res esu manufactures program. Therefore the contractors TSB policy shall be: It is the policy of this firm that Targete Small Business (TSB concerns shall have the maximum practical opportunity to participate in contrac funded with State -assist funds which are administered by this firm (e.g. suppliers, manufactures and ubcontractors). The purpose f our policy is to encourage and increase the TSB participation in contrac ' g opportunities made available b Stateassisted programs. CONTRACTOR SHALL APPOINT AVEQUAL EMPLOYMENT OFFICER The contractor shall designate a sponsible person to serve as TSB officer to ful the contractors affirmative action responsibilities. This persons all have the necessary statistics, funding, authorit nd responsibility to carry out and enforce the firm's EEO licy. The EEO officer shall be responsible for developi ,managing and implementing the program on a day -to -d basis. The officer shall also: A. For current TS information, contact the Iowa Department of Inspections and App Is (515-281-7102) to identify pote ral material suppliers, manufactures and contractors. B. Make eve reasonable effort to involve TSBs by soliciting quotations from them and inc orating them into the firm' bid. C. Mak every reasonable effort to establish systematic written and verbal contact with those s hating the m en is or expertise to perform the work to be subcontracted, at least two weeks prior to the e otations 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. Page 1 :*C-) Cn [� _cm s til D 00 � N The contractor is expected to promote participation of ad taged business enterprises as suppliers, manufactures and subcontractors through a continuo , positi res esu manufactures program. Therefore the contractors TSB policy shall be: It is the policy of this firm that Targete Small Business (TSB concerns shall have the maximum practical opportunity to participate in contrac funded with State -assist funds which are administered by this firm (e.g. suppliers, manufactures and ubcontractors). The purpose f our policy is to encourage and increase the TSB participation in contrac ' g opportunities made available b Stateassisted programs. CONTRACTOR SHALL APPOINT AVEQUAL EMPLOYMENT OFFICER The contractor shall designate a sponsible person to serve as TSB officer to ful the contractors affirmative action responsibilities. This persons all have the necessary statistics, funding, authorit nd responsibility to carry out and enforce the firm's EEO licy. The EEO officer shall be responsible for developi ,managing and implementing the program on a day -to -d basis. The officer shall also: A. For current TS information, contact the Iowa Department of Inspections and App Is (515-281-7102) to identify pote ral material suppliers, manufactures and contractors. B. Make eve reasonable effort to involve TSBs by soliciting quotations from them and inc orating them into the firm' bid. C. Mak every reasonable effort to establish systematic written and verbal contact with those s hating the m en is or expertise to perform the work to be subcontracted, at least two weeks prior to the e otations 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. Page 1 TSB Affirmative Action Responsibilities 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 TSBs are to assume actual and contractual responsibilities for provision of materials/supplies, subcontracted work or other commercially useful function. A. The bidder may count: (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 usefulfunction. 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 CONTRACTAWARD 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 ofthe 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. w N m C) _0q:n m s "n D- s -1[.) %0 o� c.>r ry Page 2 TSB Affirmative Action Responsibilities E. Ensure the scheduled progress payments are made to TSBs as agreed in subcontract agreements. Require all subcontractors and material suppliers to comply with all contract equal opportunity and affirmative action provisions. TSBs PARTICIPATION ON A PROJECT TSBs are\o assume actual and contractual responsibilities for provision of materials/supplies, subcontracted work or other com rcially useful function. A. The bidger may count: (1) Plkned expenditures for materials/supplies to be obtained from TSB suppliers and manufacturers; or (2) Work t be subcontracted to a TSB; or (3) Any othe commercially useful function. The contractor may 100% of an exp diture to a TSB manufacturer that produces/supplies goods manufactured from raw materials. 60% of an expendit to TSB suppliers that are not manufacturers; provided the suppliers perform a commercially useful ction in the supply process. Only those expenditures o TSBs that perform a commercially useful function i the work of a contract, including those aka subcontractor. Work the Contracting Autho has determined that it inwlves a comme Iv useful function. The TSB must have a necessary a outside the context of the TSB I from the prime contractor would useful role in the transaction of a Rgram. For example, leasing ey REQUIRED DATA, DOCUMENTS AND CONTRACT FOR PROJECTS WITH ASSIGNED GOALS A. 91 Bidders who fail to demonstrate reasonable t contract. Bidders shall complete the bidding Information". This form includes: (1) Name(s) of the TSB(s) contacted c (2) Date of the contract. (3) Whether or not a TSB bid/qu tion was received. (4) Whether or not the TSB's ' /quotation was used. (5) The dollar amount propo d to be subcontracted. Contractors Using Quotes F}6m TSBs which there is a market or purchasing materials FROM BIDDERS/CONTRACTORS may be declared ineligible to be awarded the ' is a separate form called "TSB Pre -Bid Contact items. Use those TSBs whos uotes are listed in the "Quotation Used in Bid" on the Pre-bid Contaof Information form. Page 2 along with a'fs" indicated C3 m r TSB Affirmative Action Responsibilities 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? (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 insurance required by the contractor? (8) Were services used of minority community organization, minority contractors' groups; local, State and Federal minority business assistance offices or any other organization providing such assistance. The above documentation shall remain in the contractor's files for a period of three (3) years afterthe completion of the project and be available for examination by the Iowa Economic Development Authority. 8. POSITIVE EFFORT DOCUMENTATION WHEN NO GOALS ARE ASSIGN ED 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. Page 3 o_ O m C) -G N • -i C7 to -<M m ;C�p Ir l�9 0-0 `r 9 W Page 3 TSB 8. Action Responsibilities C. \ Contractors NOT Using Quotes From TSBs 2ere are no TSBs listed on the Pre-bid Contract Information form, then the contractor shall document all made to include TSB participation in this project by documenting the following: (1) hat pre -solicitation or pre-bid meetings scheduled by the contracting authority were attended? (2) 'ch general news circulation, trade associations and/or minority -focused media were advertised conc ing the subcontracting opportunities? (3) Were ' en notices sent to TSBs that TSBs were being solicited and was sufficient time allowed for the TS to participate effectively? (4) Were initial licitations of interested TSBs followed up? (6) Were TSBs p 'ded with adequate information about the plans, specifications and requirements of the contract? (6) Were interested s negotiated with in good faith? If a TSB was rejected as unqualified, was the decision based on a ' vestigation of their capabilities? (7) Were interested TSBs sisted in obtaining bonding, lines of credit or insurance required by the contractor? (8) Were seNces used of mino community organization, minority contractors groups; local, State and Federal minority business ssistance offices or any other organization providing such assistance. The above documentation shall remain in the contr the project and be available for examination by the POSITIVE EFFORT DOCUMENTATION WHEN NO files for a period of three (3) years after completion of )apartment of Inspections and Appe ASSIGNED Contractors are also required to make positive efforts in utilizing Bs on all Stat assisted projects which are not assigned goals. Form "TSB Pre-bid Contact Information" is requir6q to be subpflttecl with bids on all projects. If there is no TSB participation, then the contractor shall comply with ction . of this document prior to the contract award. Page 3 o '- sn Dy --r t-) Ln r . m o -v as 3 D ~ Co rV SECTION 01010 SUMMARY OF THE WORK PART1-GENERAL General description, not all inclusive. A. Base Bid Work: 1. Pavement Patching 2. Clearing and Grubbing 3. Storm Sewer Replacement and Extension 4. Street Paving 5. Remove existing pavement markings and symbols and legends using high pressure water blasting. 6. Install proposed pavement markings and symbols and legends. 7. Complete traffic signal improvements. 8. Sidewalk and sidewalk ramp paving 9. Complete street lighting improvements 10. Sodding 5/02 shafad\Caglns-I ICU 10 10 01010-1 N O 0 :*n d a C-) r- �� rn M o� = Y ry SECTION 01025 MEASUREMENT AND PAYMENT PART1-GENERAL 1.01 SUMMARY. A. Procedures and submittal requirements for schedule of values, applications for payment, and unit prices. 1.02 STANDARD OFMEASUREMENTS. 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 LMvided for this work, it is to be considered incidental to the project and no separW pays t will be made. EE 'n �. r - PART 2 - PRODUCTS rn rn 2.01 NONE g 0 r D tV 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. 01025-1 3.02 BID ITEMS. A. GENERAL The following subsections describe the measurement of and payment for the work to be done under the items listed in the FORM OF PROPOSAL. 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 specifications, including clean up. 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. o m The prices for those items which involve grading or excavation shall ipEktde o�tpensae0n for top soil removal and replacement (unless it is listed as an ite1khe�ORi PROPOSAL), disposal of surplus excavated material, handling wate talI'on all necessary sheeting, bracing and temporary fencing around all open exc nsd suR , placement and compaction of specified backfill. 3 0 CD co The prices for those items which involve surface removal adjacent to$uildin�`s 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 cleanup shall be incidental. 01025-2 SECTION 01310 PROGRESS AND SCHEDULES PART1-GENERAL 1.01 SUMMARY. A. Prepare, submit and update as necessary a schedule of the work. B. Time is of the essence. Minimizing inconvenience, disruption and duration of disruption to residences and businesses is a high priority. Scheduling of work shall be planned with this in mind. L02 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. PART2-PRODUCTS o None. o � n O° a q A PART 3 - EXECUTION r <v rn 3.01 MEETINGS PRIOR TO CONSTRUCTION. M 00 0 A N A. A Pre -Construction meeting will be held prior to beginning work. N 3.02 PROGRESS OF WORK. A. The Work will be completed on or before May 31, 2019. The late start date is July 23. 2018. Liquidated damages of $1.000 per calendar day will be charged beyond Ma 31 2019 until the project is complete. Milestones — Stages 1 — 6 of the Work will be completed on or before November 15, 2018. Liquidated damages of $AQ -per calendar day will be charged beyond November 15, 2018 until Stages 1 — 6 of the Work are complete. B. Work will proceed in a well organized and continuous manner to minimize the disruption to the general public (both pedestrian and vehicular) and the local businesses and residents. Access to businesses and residences shall be maintained at all times. C. Construction will proceed in phases. The particular phasing sequence is outlined in the 01310-1 project plans. Prior to advancing to the next phase or sub -phase, the existing phase or sub - phase shall be sufficiently complete to allow reopening to the public, as determined by the Engineer. D. The Contractor will become an active partner with the City in communicating with and providing information to concerned residents and businesses. E. Closure of Walden Sq at Mormon Trek Blvd shall be limited to 16 calendar days, and shall not disrupt direct access to businesses at any time. 3.03 COORDINATION WITH UTILITIES: A. It is anticipated that utility conflicts may occur which cannot be taken care of ahead of time. The Contractor shall work closely with the utility companies to aid in relocations to keep the project on schedule. 3.04 STREET CLOSINGS: A. Notify the Engineer four days in advance of street closings so that a press release can be issued. No street may be closed without the Engineer's approval and said notification. 11/00 sh.dxngin &Mwcs-H\01310.dm 01310-2 N O m �� rn � Za � N N SPECIAL PROVISIONS FOR TRAFFIC SIGNAL -� �rn a ox � IV N The 2017 Iowa Statewide Urban Standard Specifications for Public Improvements (SUDAS), Section 8010 — Traffic Signals are amended by the following modifications and additions. These are Special Provisions, and they shall prevail over those published in Section 8010 of the SUDAS Specifications. I hereby certify that this Engineering Document was prepared by me or under my direct personal supervision and that I am a duly Licensed QRpFESS10Nq� Professional Engineer under the Laws of the State of Iowa. h�0 FyC � li�i. 4in�a.-_ S:/r i l8 JUSTIN C. J JACKSON Justine o n, P.E. Date License Number 20538 20538 My License Renewal Date is December 31, 2018 '1- IOWA TSP -1 to TSP -8 TSP- Mormon Trek Boulevard Four to Three Lane Conversion & Lighting Improvements DIVISION 8 TRAFFIC CONTROL ISP -2 N 0 o �n m s C-) .�. -<r- = 0 z=-,Z ca rro N ISP -2 SECTION 8010 — TRAFFIC SIGNALS PART 2—PRODUCTS 2.01 UNDERGROUND 2.01 A. Handhole: 1. General: a. (REPLACE) Cable Hooks: Provide four galvanized steel cable hooks with a minimum diameter of 3/8 inch and a minimum length of 5 inches. Provide with Type I handholes only. 3. (REPLACE) Composite Handhole and Cover: Provide composite handholes or as approved by the Engineer. Composed of mortar consisting of sand, gravel, and polyester resin reinforced by a woven glass fiber mat or of resin mortar and fiberglass. Provide a skid resistant surface on the cover. Provide two 3/8-16 UNC stainless steel hex head bolts with washers. The handholes shall have ANSI Tier 22 ratings and the covers shall have ANSI Tier 15 ratings. Covers shall be two-piece for Type III and Type IV handholes. B. Conduit: 3. Plastic Conduit and Fittings: b. (REPLACE) HDPE: 1) Comply with ASTM F 2160 (conduit) and ASTM D 3350 (HDPE material), SDR 13.5 (signal conduit) or SDR 11 (interconnect conduit). 2) Use orange colored conduit. 3) Continuous reel or straight pieces to minimize splicing. 4) For dissimilar conduit connections, provide an adhesive compatible with both materials. 5) Conduit couplers for HDPE to HDPE connections shall be double a-loc couplers. 6) HDPE duct plugs shall be blank expandable duct plugs with elastomeric gaskets and rope loops. C. Wiring and Cable: 4. (REPLACE) Communications Cable: Communications cable shall be fiber optic cable only and shall meet City of Iowa City Information Technology Services Division specifications. 5. (REPLACE) Category 5E (Cat5E), Category 6 (Cath), and CategoreA (CIVA) Cable: Provide outdoor use rated cable. Shall meet City of Iowa City InformatioVT!hnjySues Division specifications. �< -c ��►1 6. (REPLACE) Fiber Optic Cable and Accessories: Shall meet City of. ip CitNlnfo ^tion Technology Services Division specifications. tTl p i 1 N IV yti TSP -3 7. (ADD) Pull Tape: Pull tape shall be a flat polyester pull -tape with a minimum pulling strength of 1250 lbs. and permanent sequential footage markings. 2.02 DETECTION B. Pedestrian Push Button Detectors: 2. Accessible Pedestrian Signals (APS) Push Button Stations: i. (ADD) Polara iNavigator Push Button Stations with 9" x 15" front plate adapters and 9"x15" R10 -3e faceplates with braille, or as approved by the Engineer. Button covers shall be black in color. 2.02 DETECTION B. Pedestrian Push Button Detectors. 3. Solid State Pedestrian Push Buttons (non -APS): e. (ADD) Polara BullDog push buttons, or as approved by the Engineer. Body color shall be black. 4. (REPLACE) Signs: Furnish R10 -3e signs complying with MUTCD and with directional arrows as shown on the plans. 2.02 DETECTION C. Video Detection Camera System: 3. (ADD) Equipment: Iteris VantageNext video detection system, processors, and cameras, or as approved by the Engineer. 2.02 DETECTION E. (ADD) Radar Detection System: 1. Equipment: Wavetronix radar detection system, or as approved by the Engineer. 2.03 COMMUNICATIONS A. (REPLACE) Traffic Monitoring System: Shall meet City of Iowa City Informationchnology Services Division specifications. !Te O m B. (REPLACE) Fiber Optic Hub Cabinet: Shall meet City of Iowa City In0tK_*on!XecbnoI4 { Services Division specifications. c7- —it7 ^ !1+ , 2.04 CABINET AND CONTROLLER :!rrri o� ) v A. NEMA Controller, Cabinet, and Auxiliary Equipment D . N 1. Controller: h. (ADD) Siemens m60 Series ATC controller. TSP -4 2. Cabinet: (ADD) The cabinet shall contain strong mounting shelves to accommodate the mounting of the controller and all auxiliary equipment. The mounting shelves shall permit the controller and all auxiliary equipment to be withdrawn from the cabinet for inspection or maintenance without breaking any electrical connections or interrupting operation of the controller. k. (ADD) The cabinet shall contain two thermostatically controlled duct fan units with a minimum rating of 100 CFM in free air shall be installed in the cabinet to provide forced air ventilation through the cabinet. The fan unit shall be mounted to the inside top of the cabinet and shall be easily removed and replaced without having to dismantle any part of the cabinet or exhaust duct system. The thermostat controlling the fans shall be manually adjustable to tum on between 90 degrees F and 150 degrees F with a differential of not more than 10 degrees F between automatic tum -on and tum -off. The fans shall intake air through filtered vents located near the bottom of the cabinet or cabinet door and exhaust it through a weather-proof, screened duct located near the top of the cabinet. Fiberglass type dry filters shall be used to cover the air intakes into the cabinet. These filters shall be easily removed and replaced and be of standard dimensions commercially available. The filters shall be provided with positive retainment on all sides to prevent warpage and entry of foreign matter around the edges. Provide a piggy back cabinet for the battery backup system. B. Uninterruptible Power Supply Battery Backup System: 5. (ADD) Alpha Technologies battery backup system with an ethernet interface for remote monitoring. 2.05 POLES, HEADS, AND SIGNS A. Vehicle Traffic Signal Head Assembly: 1. Housing: a. (REPLACE) Individual signal sections made of durable polycarbonate. Color shall be black and integral to the materials composition. 7. Mounting Hardware: C. (ADD) All traffic signal heads shall be side mounted when installed on a vertical pole. Post top mounting is not allowed. Factor side mounting and minimum mounting height requirements when determining pedestal pole shaft lengths. 8. (REPLACE) LED Modules: Comply with current ITE standards. LED modules shall be provided with a 15 -year performance warranty. o o ca B. Pedestrian Traffic Signal Head Assembly: D� -fie C7'C _ 1. Housing: Z -4n cn r _<rn a m a. (REPLACE) Made of a durable polycarbonate. Color shall be blgk-:#d hRegral(! Jhe materials composition. rV rV TSP -5 b. (REPLACE) Self-contained unit capable of separate mounting or inclusion in a signal face containing two signal sections rigidly and securely fastened together. 3. LED Module: C. (ADD) LED modules shall be provided with a 15 -year performance warranty. C. Traffic Signal Poles and Mast Arms: L Ceneral: (REPLACE) Use continuously tapered, round, steel poles of the anchor base type. Fabricate poles of low carbon (maximum carbon 0.30%) steel of U.S. standard gauge. (REPLACE) Where a combination street lighting / signal pole is specified in the contract documents, ensure the luminaire arm is mounted in the same vertical plane as the signal arm unless otherwise specified. Use a luminaire arm of the single member tapered type. Fabricate the pole with a minimum 4 -inch by 6 -inch handhole and cover located opposite the signal mast arm. Luminaire mounting height shall be 30 feet unless otherwise specified. E. Pedestrian Push Button Post: 1. (REPLACE) Material: Use Frey Manufacturing Corporation Crosswalk Pedestals, or approved equal, that comply with Figure 8010.106, as revised. Materials shall be painted black, per manufacturer's recommendations, when installed in the Downtown area. 3.01 UNDERGROUND A. Handhole: 2. (REPLACE) Excavation: Excavate as necessary to accommodate the handhole and granular base. The Contractor is responsible for incidental sidewalk removal and replacement necessary to complete the signal construction. Whenever excavation is made across parkways, gravel driveways, sodded areas or other surfaces, the sod, topsoil, crushed stone and gravel shall be replaced or restored as nearly as possible to its original condition and the whole area involved shall be left in a neat and presentable condition. Concrete sidewalk pavements, base courses, bituminous surfaces and other disturbed surfaces shall be replaced with new materials and the cost shall be incidental to the work. All waste material and debris shall be disposed of at a sanitary landfill, or other site approved by the Engineer, at the Contractor's expense. 5. Conduit: r N d. (ADD) Cap unused conduits with duct plugs. c CD m 6. (REPLACE) Cable Hooks: Install cable hooks centered between the knocl�ncW topoftie ; handhole for Type I handholes only. -mon i =CM rn M C:) 0 D N N B. Conduit: TSP -6 1. General: a. (REPLACE) Place conduit to a minimum depth of 30 inches and a maximum depth of 48 inches below the gutterline. When conduit is placed behind the curb, place to a minimum depth of 30 inches and a maximum depth of 48 inches below top of curb. e. (REPLACE) Install duct plugs in conduit ends. When duct plugs are not practical, pack conduit ends with conduit sealing compound. (ADD) Install pull tape in each conduit segment and secure to duct plugs at each end. 2. Trenched Installation: C. (ADD) The Contractor is responsible for incidental sidewalk removal and replacement necessary to complete the signal construction. Whenever excavation is made across parkways, gravel driveways, sodded areas or other surfaces, the sod, topsoil, crushed stone and gravel shall be replaced or restored as nearly as possible to its original condition and the whole area involved shall be left in a neat and presentable condition. Concrete sidewalk pavements, base courses, bituminous surfaces and other surfaces shall be replaced with new materials and the cost shall be incidental to the work. C. Wiring and Cable: 1. (REPLACE) Where practical, follow color codes and ensure cables are properly labeled at the controller with durable labels, or other appropriate methods, attached to the cables. Label home runs for signal and video cables as follows: northeast corner is blue, southeast comer is orange, southwest comer is yellow, and northwest corner is green. Other Iowa City cable and color codes are as follows: 4 Conductor Cables Green ball = green Yellow ball = black Red ball = red Common = white Left tum signals = 1 tape Through signals = 2 tapes Right tum signals = 3 tapes 7 Conductor Cables Green ball = green Yellow ball = orange Red ball = red Green arrow = blue Yellow arrow = black Common = white and white/black 9 Conductor Cables — Pedestrian Sienals Main street walk = green Main street don't walk = red Side street walk = green/black Side street don't walk = red/black Common = white Main street push button = orange Side street push button = black Common = white/black 9. (REPLACE) Fiber Optic Cable and Accessories: Shal Technology Services Division specifications. 10. (REPLACE) Fiber Optic Cable Field Testing: Shall Technology Services Division specifications. D. Footings and Foundations: TSP -7 1 meet the City of Iowa C112nformation , O m fit? _ `� meet the City of �dlvar Ci�;InformAtlon -. r- M Grn 3 �� v N rV 1. Excavation: (ADD) The Contractor is responsible for incidental sidewalk removal and replacement necessary to complete the signal construction. Whenever excavation is made across parkways, gravel driveways, sodded areas or other surfaces, the sod, topsoil, crushed stone and gravel shall be replaced or restored as nearly as possible to its original condition and the whole area involved shall be left in a neat and presentable condition. Concrete sidewalk pavements, base courses, bituminous surfaces and other surfaces shall be replaced with new materials and the cost shall be incidental to the work. 4. (ADD) Removal: Where shown on the plans, the Contractor shall remove the top of the existing mast arm footings, anchor bolts, and conduits to 36 inches below the existing top of curb or edge of pavement elevation. Waste materials shall be removed from the site and disposed in accordance with local regulations. Backfilling for the removal shall be performed according to Section 3010. The upper 6 inches of the removal area, if outside the proposed pavement, shall be backfilled with topsoil. 3.02 DETECTION D. (ADD) Radar Detection System: Install according to the manufacturer's recommendations and as specified in the contract documents. 3.03 COMMUNICATIONS A. (REPLACE) Traffic Monitoring System: Shall meet the City of Iowa City Information Technology Services Division specifications. B. (REPLACE) Fiber Optic Hub Cabinet: Shall meet the City of Iowa City Information Technology Services Division specifications. 3.05 POLES, HEADS, AND SIGNS A. Vehicle and Pedestrian Traffic Signal Heads: 5. (ADD) Pole mounted signal heads and pedestrian push buttons are shown on the plans and schematic drawings in schematic form only. Pole mounted signal heads are generally intended to be mounted on the face of pole with respect to oncoming traffic. Modifications to this are required when the view of the pole mounted signal indication is blocked. Pedestrian push buttons shall be located on the pole face so the arrow on the RIO -3e sign directs pedestrians to the appropriate crosswalk. The location of signal heads in which the view of the indications is blocked or partially blocked by _ utility poles, trees, other signal heads or any physical obstructions shall be adjusted IQ* location approved by the Engineer. Standard heights and locations shown on the dans arqc&pical for unobstructed locations. Signal heads installed without approval of the EnykW, wWch i—Ak- opinion of the Engineer are obstructed, shall be relocated at the Contractor's eltpa-e. -ples i trl V poles due to this signal relocation shall be plugged in a manner acceptable to 10Agirsr. r C My. rn M= o� CO D ry TSP -8 ENGINEER'S OPINION OF PROBABLE COST - MORMON TREK BLVD LANE CONVERSION AND LIGHTING IMPROVEMENTS 5/10/2018 Item# Description Unit Estimated Quantity Unit Cost Extended Cost 1 CLEARING B GRUBBING UNIT 135.6 $ 30.00 $ 4068.00 2 EXCAVATION CLASS 13 WASTE CY 816 $ 15.00 $ 12 240.00 3 TOPSOIL, FURNISH AND SPREAD CY 191 $ 15.00 $ 2,865.00 4 TOPSOIL STRIP SALVAGE 8 SPREAD CY 574 $ 5.00 $ 287000 5 MODIFIED SUBBASE BY 3,335 $ 10.00 $ 33350.00 6 SHOULDER FINISHING EARTH STA 16.54 $ 315.00 f 5.211 AO 7 STANDARD/SLIPFORM PCC CLASS C-3 BIN. BY 2,967 $ 80.00 $ 237360.00 8 MANHOLE, STORM SEWER SW -401,48 IN. EACH 11$ 4,000.00 $ 4000.00 9 INTAKE SW -510 EACH 1 $ 5000.00 $ 5000.00 10 MANHOLE ADJUSTMENT MINOR EACH 3 $ 850.00 $ 2550,00 11 SUBDRAIN LONGITUDINAL SHLD 61N LF 284 $ 13.00 $ 3,69200 12 SUBDRAIN OUTLET, DR -303 EACH 2 $ 250.00 $ 500.00 13 STORM SEWER GRAVITY MAIN, TRENCHED RCP 20000 CLASS III 151N. LF 11 $ 150.00 $ 1.650.00 14 REMOVAL OF PAVEMENT BY 2,648 $ 10.00 $ 26 480.00 15 REMOVAL OF INTAKES AND UTILITY ACCESSES EACH 1 $ 675.00 $ 675.00 16 REMOVAL OF SIDEWALK BY 983 $ 10.00 $ 9830.00 17 SIDEWALK PCC 4 IN BY 165 $ 85.00 $ 14025.00 18 SIDEWALK PCC 61N SY 993 $ 60.00 $ 59'6w.00 19 DETECTABLE WARNINGS SF 315 $ 40.00 $ 12600.00 20 DRIVEWAY, PCC B IN BY 66 $ 50.00 $ 3,300.00 21 REMOVAL OF PAVED DRIVEWAY BY 43 $ 15.00 $ 645.00 22 SAFETY CLOSURE EACH 5 $ 300.00 $ 1,500.00 23 REMOVAL AND REINSTALLATION OF FENCE CHAIN LINK LF S2 $ 30.00 $ 1,560.00 24 REMOVAL OF FENCE CHAIN LINK LF 41 $ 15.00 $ 615.00 25 REMOVAL OF FENCE WOOD FENCE LF 212 $ 5.00 $ 1060.00 26 FENCE, TEMPORARY LF 223 $ 15.00 $ 3345.00 27 REMOVE AND REINSTALL SIGN AS PER PLAN EACH 2 $ 150.00 $ 300.00 28 PERFORATED SQUARE STEEL TUBE POSTS LF 531 $ 10.00 $ 6,310.00 29 PERFORATED SQUARE STEEL TUBE POST ANCHOR, BREAK -AWAY SOIL INSTALLATION EACH 53 $ 150.00 $ 7950.00 30 PERFORATED SQUARE STEEL TUBE POST ANCHOR, BREAK -AWAY CONCRETE INSTALLATION EACH 1 $ 250.00 $ 250.00 31 TYPE A SIGNS ALUMINUM SF 279 $ 20.00 $ 5580.00 32 TRAFFIC SIGNAL LS 1 $ 500 000.00 $ 500000.00 33 lCONSTRUCTICIN SURVEY LS 1 $ 10 000.00 $ 10000.00 34 PAINTED PAVEMENT MARKINGS WATERBORNE OR SOLVENT BASED STA 1 410.53 $ 12.00 $ 4,927.00 35 PAINTED SYMBOLS AND LEGENDS WATERBORNE OR SOLVENT BASED EACH 177 $ 75.00 $ 13 275.00 36 PAVEMENT MARKINGS REMOVED STA 221.35 $ 25.00 $ 5534.00 37 SYMBOLS AND LEGENDS REMOVED EACH 6 $ 95.00 $ 570.00 38 TRAFFIC CONTROL LS 1 $ 30 000.00 $ 30 000.00 39 CD JOINT ASSEMBLY EACH 17 $ 85.00 $ 1,445.00 40 PATCH, FULL -DEPTH FINISH BY AREA BY 357 $ 165.00 $ 58.905.00 41 PATCHES, FULL -DEPTH FINISH, BY AREA 50 FEET OR GREATER IN LENGTH SY 320 $ 95.00 $ 30 400.00 42 PATCH, FULL -DEPTH FINISH BY COUNT EACH 13 $ 95.00 $ 1235.00 43 SUBBASE PATCHES SY 677 $ 10.00 $ 6,770.00 44 MOBILIZATION LS 1 $ 55000.00 $ 55000.00 45 VALVE BOX EXTENSION EACH 3 225.00 $ 675.00 46 FENCE, CEDAR, 72 1N LF 212 $ 25.00 $ 5300.00 47 LIGHTING LS 1 $ 245000.00 $ 245,000.00 48 SODDING SQ 310 $ 75.00 $ 23,250.00 49 STABILIZING CROP- SEEDING AND FERTILIZING URBAN ACRE 0.36 $ 3250.00 $ 1,170.00 50SIL% LF 416 $ 2.50 $ 1,040.00 51 RE mAMILT FENCE FOR DITCH CHECKS LF 416 $ 1.00 $ 416.00 52 IMAINTgRGAEW ^I MCE OR SILT FENCE FOR DITCH CHECK LF 42 $ 1.00 $ 42.00 53 JULRIMETER. AND SLOPE SEDIMENT CONTROL DEVICE 6 IN. DIA.LF 2,502 $ 3.00 $ 750600 54 P E OPE SEDIMENT CONTROL DEVICE LF 2,502 $ 1.00 $ 2,602.00 55 MOBILIZATIONS,EROS bL EACH 4 $ 500.00 $ 2000.00 56 MOBILIZATIONS, EMERGENCY EROSION CONTROL JEACHI 1 $ 1,000.00 $ 1,000.00 711 Subtotal $ 1,464,457.00 64! TOTAL f 1,484,157.00 Form 7B OMP 7-97 Contractor ProjscW County City TARGETED SMALL BUSINESS (TSB) PRE-BID CONTACT INFORMATION (To Be Completed By Al Bidden Per The Current Contract Provision) In order for your bid to be considered responsive, you are required to provide iMonnation on this forth showing your Targeted Small Business contacts made with your bid submission. This information is subject to verification and confirmation. In the event it is determined mat the Targeted Small Business goals are net mat, than before awa- ing the contract, me Contracting Authority will make a determination as to what her or not the apparent successful low bidder made good faith efforts to meet the goals. NOTE: Every effort shall be made to solicit quotes or bids on as many subcenlractable items as necessary to achieve the establan,xi goals. If a TSB's quote is used In the Nd, it Is assumed that the firm listed wit be usetl as a subcontractor. TABLE OF INFORMATION SHOWING BIDDERS PRE-BID TARGETED SMALL BUSINESS(TSB)CONTACTS SUBCONTRACTOR sm n ale =ern32- rn M o� z Vito cry w Total dollar amount proposed to be subcontracted to TSB on this project $ List items by name to be subcontracted N O_ n ale =ern32- rn M o� z Vito cry w CONSTRUCTION PLANS FOR FILED MORMON TREK=OULEVARD FOUR LANE TO��.�^, LANE CONVERSION ANDM LIGHTING IMPROVE '''��f�S IOWA CITY, IOWA IOWA DOT PROJECT NO. CS -TSF -3715(659)--85-52 The proposed Improvements Included in these drautngqs have been desigred in accordance with the lova Department of Transportation Design Manual. The lova Department of Transportation Standard Specifications apply to this project as referenced. The proposed traffic signal Improvements included in these drawings have been designed in accordance with the Statewide Urban Design and Specifications (SUDASI Design Manual. The SUDAS Specifications and Special Provisions apply to this project as referenced for traffic signal work. -=cphcable Standard Road Plans are listed in the C Sheets ;*:IOWA 0HE &QRk 1.800-292-8989 - N CITY OF IOWA CITY NOT TO SCALE IOWA CITY. IOWA VICINITY MAP LOCA V INDEX OF SHEETS Al TITLE SHEET A.2 LEGEND R.1-9.6 TYPICAL SECTIONS AND STANDARD DETAILS C.1 -C.12 ESTIMATE OF QUANTITIES AND GENERAL INFORMATION C.13 -C.15 EROSION PREVENTION PLAN D.1-D.41PAVEMENT PLAN G.1 -G.2 CONTROL AND PROJECT ALIGNMENTS H.1 -H.3 RIGHT-OF-WAY J.1 -J.28 TRAFFIC CONTROL AND STAGING LI -L4 INTERSECTION GEOMETRIC STAKING M.1 STORM SEWER PLAN N.1 -N.11 TRAFFIC SIGNALS N.12 -N.15 LIGHTING PLAN P.1 -P-9 PAVEMENT MARKINGS AND SIGNAGE R.1 -R.5 REMOVALS S.1 -S.9 SIDEWALK COMPLIANCE W.1 -W.2 CROSS SECTIONS -MORMON TREK BLVD CITY OF IOWA CITY THIS DOCUMENT IS RECOMMENDED FOR FILING WITH THE CITY CLERK �f✓ IS �8 CITY ENGINEER DATE y Projed Na: 1151079 Sheet A.1 1 hereby certify that this U engineering document Was pr or ed by me or under my direct r onal Z supervision and that I a m y I' ensed Profession., qi eer un r th a o t e of Iowa. QQcNE5SI0Nq� 1 TROY A. m roy VfUlver. P.E. Date CULVER �— License Number 20165 20165 My License Rew l Date is Deceeber 31. 2019 X IOWA R�/ S ets erect D ' L y Projed Na: 1151079 Sheet A.1 U Z Z O W W �— z a O v U O W cn Z Cf) J Q M 06 0 IX F W W W = p Z fn J F Z F y Projed Na: 1151079 Sheet A.1 N e a LEGEND LEGEND Sr Features EYistir• Predicts, Survev Found Set Spot Elevation 930 i SG Section Corner A A 3 c Contour Ekvatin --9J_ /9Y 1/2" R<bar, Cop • 115]9 O 0 N Fence (Barbed, Field, Hag) - - (Unless Otherwise Noted) sE,,�,, Y Fenn (Chain Link) - - ROW Marker ■ 0 FILED r f Fancy (Wood) — — ROW Roil IM a Ir r Fence (Sit) Control Point OCP ` Tree Line Bench Mark o Tree Stull $ Platted Distance P n Deciduous Tree Shrub«s Q O Measured Bearing L Distance M Recorded As R 2018 SAY IS AN 8 23 Q M, conifer Tree Shrub !7 # Deed Distance D letl CMPE 0 MammaCii(cul Minimum Protection Elevation refection 1 —C— Communication --C(. -- Centerline ---------------- CITY CLER 1 CITY z Dvarm ead Communication --OC<•1-- —OC— Section Lina — - --FD(.)-- —FD— 1/4 Section Lie - - - - CITY, IOWA Underground -- - — E — Section Lina — - - - — 1 IOWA Overhead ccElectric Electric --DEO)-- —0E— E(-) Easement Lina ------ Ea me in Gas Main with Size --4" - —4' G— F Pressure Ca Main with Size --♦" HG(-)-- -1' W. y Water Main with Size W(-)-- Sanitary Sewer with Slza --8" S(+)-- i Duct Bank--DUCT'+I-- 0 Test Hole Location for SIZE w/ID &I (*l Denotes the survey auadty service levelfor utilities y'ry Sanitary Manhole0 O U n 12" ST 12- ST Storm Sewer with Sixa ----- Q •_ of Slarm Manhole Single Storm Sewer Intake O C3 rD p c Double Storm Sewer Intake m m Or Fie Hydrant A Q Fie Hydrant on Building R Waley Main Volvo wis rc m Water Service Valva ® • p Wall ® w Utility Pole U Q GuyY Anchor T UbiUtgi�Pole with Light CkF Y Pole with Transformer • Street Light o4 m Yard Light Q Elecbic Be. ❑EB Eleclrk Transformer m Traffic Sign t is Communication Pedestal m Communication Manhole 0 t Communication Handhold GO �+I Fier Optic Manhole By Fiber Optic Hershel. Gas Valve Gas Manhole O Z Gas Apparatus m Fence Post or Guard Past O �. Underground Storage TONT � Above Ground Storage Tank am Sign 1 Satellite Dish B LU s ■ Madbos • ' " Soil Boring W E--' UTILITY QUALITY SERVICE LEVELS UTILITY CONTACT INFORMATION -INFORMATION PROVIDED FROM IA ONECALL > Q QUALITY LEVELS OF UTILITIES IRE SHOWN IN THE PARENTHESES WITH THE UTILITY TYPE AND WHEN (C ) Mki r-Gae II City Water Deportment Z APPLICABLE, SIZE. THE WALITY LEVELS IRE BASED ON THE Cl / ASCE 38-02 STAMARD. Conloct Nome : Jos Contact Email: JjrelekOMidomerican.Com Contact Name : Kevin Slum Contact Phoney 3193565162 QUALITY IEVEL (D)INFORMATION 5 DERIVED FROM EXISTING UTILITY RECORDS OR ORAL RECOLLECTIONS. Contact Emaip Kevin -Slults■owa-mly.Org O QDALITY LEVEL (CI NFORMATION IS PLOTTING C C0/s011 Centuryylidr Conloct No Mdrow Sorter O OBTAINED BY SURVEYING MIO VISIBLE MOVE-GROVNO U MLI Y A V E MID USING PROFESSIONAL JUDGMENT IN CORRELATING THIS INFORMATION WITH Conloct Ph" 515681]003 City Savor Department v QUALITY 0 INFORMATION. Contact Email: Andrew.SolterdCenturylnk.Com CGennteel NomePhone:13 TimYY W?106 � /) QUALITY LE EL (B)INFORMAi10N 5 QBTRNEQ THROUGH THE APPLICATION OF APPROPRIATE SURFACE f.F�uY �'T[.F,OOS TO THE (Oql) CUcn-Canluryflnk Conl«t Noma Mbew Saler Contact Email Tim-Wilkeyelowo-City.Org 1 CIO DETERMINE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES. C.= Phoer 5156617003 L V I Cont«t Emoib Andrew.SolterdCenluryllnk.Com City Traffic Engineering Cont«t Nome : Brock Hclub Q DU ITTYY y 5 HORIZONTAL AND VERTICAL POSITION OF UNDERGROUND UTILITIES OBTAINED YB ' AU E IIRE OR VERIFICATION OF PREVIOUSLY EXPOSED SUBSURFACE UTILITIES. AS WELL AS (I« ) Iowa City. City Of Cant«t Phone 3193565482 THE TYPE, SIZE, CONDITION, MATERIAL, AND OTHER CHARACTERISTCS. Cont«t Name :Jude Mae. Can ac Email Brock-Holubalowa-City.Org _i Contact Phone: 3193565103 UTILITY WARNING Contact Email:Juda-MossOiwa-City.Org M 046 Car Parks And Fore THE UTILITIES SHOWN HAVE BEEN LOCATES FROM FIELD SURVEY INFORMATION rW R RECORDS THE SURVEYOR RISES UCH ITEMS THAT THE UTILITIES OR ( led onto Iowa City Community School pis Contact Name Jeff Luca. Contact a 3196551000 Canlbe Name 193 Hall He Contact Phase+ 3193585093 Contact Email Zac-HRIINawa-Cily.Orq O N CE FEATURES L FEATURES SHOWN COMPRISE ALL SUCH ITEMS N THE AREA, EITHER IN SERVICE Email: Contact Email= Lucoa.Jaffdlcod.Kl2.a.Ue E OR SERVICE OR ABANDONED. E SURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES OR SUBSURFACE FEATURES SHOWN ARE IN THE EXACT LOCATION INDICATED C ont l oma Lie W EXCEPT WHERE NOTED AS DDALITY LEVEL A : John Contact Nome John Lockhart Contact Phoe 3192614689 W Q C«t«t Email! Jonnlalm«.Met (Ins ) Aureon Network Services Z Contact Name !Jeff Klocko W Contact Phone 5158300445 ` Z Contact EmoMl: JeffdNetlns.Com ej (Yate l Midamer-Elac LU Contact Nome tJason Warren J Contact Phonez 3193414425 Contact Email JlwarranOMidamerican.Com ( Mu1 ) Winstreom Communications Contact Nome zLocate Desk Contact Phone; 80025919111 Contact Email: LUCat..D..k1 Wkdelrealn.QPm ( Tt.T ) Medacam awe City Contact Nome : Darwin Dri.coa Contact Phone 8452045742 Contact Email: DdriscollCMed co c.Com ( Upn ) Unite Private Networks, Lie Contact Nome : BrYan Foster Contact Phalli 8165098406 Contact Email Bryon.FostereUpnfiber.Com Project NO: 1151079 Sheet A.2 8 ao % m FILEDz u t �N as Existing R.O.W. IG AM p�/ 8 p 2rJy J ix s o g 'n 77.0'8-B CITY CLERK 9at 12.5'qq ,2.5' 12.5' I Yr 104tVF', v 12.5' Ri hl Turn Lane Share Shared Thru Lane 12.5' E LeftTurn Median 12.5' Left Turn Lane Lane 2.5' 1 Thru Lane Shared Thru Lane w o F n Q Varies Varies0 E } � 3e - V vi o Existin Sidewalk Q 3 w in w m _ za��a Existing PCC Pavement 0 o v 1Q Existing Longitudinal Joint o i No Normalsections shown may be ap ropri- ately modified for areas specifically designated by the Engineer, such as intersections. Pavement only nTypcajis provided for indicate dimensions of new lanes. TYPICAL CROSS SECTION MORMON TREK BLVD - 6 -LANE 77' B -B WITH V TURN LANES AND SHARED LANES PCC PAVEMENT WITH CURBS Z STA 15+28 TO STA 17+46 Z J 0 - U) w W Q W Q Q Z a °z v ,0 ExistingU R.O.W. FO 1 77.0'B-8 Z Q Q Q Q 12.5' Shared 13.0' 12.0' 13.01 Median Left Turn f 12.5' Shared Thru Lane Thru Lane 1 3.0' 1 Lane 1 I Thr. Lone Thru Lone I Ri hl Turn Lane M Z 0 VariesI Varies O ~ LU w LU W J 0 Existing Sidewalk Q :••) Z _ 1 J a (Existing PCC Pavement 10 Existing Longitudinal Joint NolVo Normol sections shown may be appropri- ately modified for areas specificaPy designated by the Engineer, such as intersections. I only°Typ,calfs provded information for indicate dimensions of new lanes. TYPICAL CROSS SECTION - MORMON TREK BLVD 6 -LANE 77'8-8 WITH TURN LANES AND SHARED LANES PCC PAVEMENT WITH CURBS Project N. 1151079 STA 17+46 TO STA 19+73 Sheet B.1 8o N m w a> 'sy Existing Street Lighting/ Utility Ole FILED s L Y y n d O n Existing R.D.W. 8 MAY IS AFI 8: 23 s v 51.0' to 65.0'8-B CITY CLERK' 12.5 ' DWA CITY, IOPJA -x 12.5 Shared 12.5' Varies Varies 12.5' Shared 'o a3 Thru Lone Thru Lone 1 0.0.- 8.5.0'- 8.3' Thru Lane Thru Lane Q VariesVar-e p E Raised on Left-Turn Lone H 3 U ha Existin Sidewalk Q 0 w u NNo; Existing PCC Pavement 0 o — Existing Longitudinal Joint Lu m 0 Notes: rmolsections shown may be opfropri- 0tely mod"(led for areas specifically designated by the Engineer, such as intersections. Pavement section and joints shown for information only. sof a provided to TYPICAL CROSS SECTION - MORMON TREK BLVD indicate on only. T of new lanes. _ 5-LANE 51' TO 65' B-B WITH () LEFT-TURN LANE AND SHARED LANES PCC PAVEMENT WITH CURBS Z STA 19+73 TO STA 29+83 Z J N w C/) 0 W W` p H / Existing Street Lighting/ Utility Pole Z Q °z p v ~ O Existing R.O.W. W V) Cn 49.0' to 51.0'8-13 Z 0 Cn J VariesVaries 18.6' - 25.7' Varies Varies 18'-B" - 25.8' Lone Add Toper 1 9.0-- 6.0' 1: 0.0'- 6.0' Lane Drop Taper. M N Z 06 O Painted Median O F Varies 4 i� VariesL L) rW W W O J Existin Sidewalk Q (� JZ a ~ Existin PCC Pavement Q Existing Longitudinal Joint t 8 Notes Normolsections shown may be apfropri- ately modified for areas specifically designated by the Engineer, such as intersections. Pavement section and joints shown for information only. Typicois provided to indicate dimensions of new lance. TYPICAL CROSS SECTION - MORMON TREK BLVD 2-LANE 49'70 51'8-6 BIKE LANE AND LANE DROP/ADD TAPER = PCC PAVEMENT WITH CURBS Project No 1151079 STA 29+83 TO STA 33+71 Sheet B2 "sE M g m FILED ILE Y� m d u L N Existing Street Lighting/ Utility Pole 2018 KAY 29 AH 9:53 — Existing R.O.W. CITY CLERK 0" 49.0'8-8 !� IOb Ur} '.A CITY. 10,.:; € Y n t i 7.0' Buffered Bike Lone 11.5' 1 11.5' 7.0' Buffered I Thru Lane 6.0' 6.0' Thru Lane I Bike Lone i TWLTL $ Varies Varies 3 O an m y Ezistin Sidewalk _ o z S 3 o: _ -(Existing PCC Pavement nwm w °i 1D Existing Longitudinal Joint Notes Normolseclions shown may be apnnropri- otely modified for areas speci6colly — designated by the Engineer, such as TYPICAL CROSS SECTION - MORMON TREK BLVD intersections. I �Typcollis provided 3 -LANE 49'8-8 WITH CONTINUOUS V inforrmation only. tar indicate dimensions of new lanes. TWLTL AND BIKE LANES PCC PAVEMENT WITH CURBS Z STA 33+71 TO STA 53+60 Z O J C/) w u) W o W p > Q Z a Existing Street Lighting/ Utility Pole O Z U U � O W f Existing R.O.W. Q 45.0' to 49.0' B -B Q Q J cn 7.0'Buffered Varies Varies 10.0'- 11.5' Varies Varies 10.0'- 11.5" 7.0'Buffered M Z 0 _x W Bike Lane ThruLone 5.5'- 6' 5.5'- 6' Thru Lone Bike Lone I— TWLTL U LL V ri�I Var� L11 W W J Z Ezistin Sidewalk 1 1 Existin Sidewalk J a '^ v/ 6 i Ezistin PCC Pavement i 10 Existing Longitudinal Joint i Notes shown may ci apprapri- @ Normal modified S modified far areas specifically desigatelynated ' dtersecetl by the Engineer, such as i TYPICAL CROSS SECTION -MORMON TREK BLVD intersections. avemafion ctionlonTan jai joints 3 -LANE 45' TO 49'8-8 WITH CONTINUOUS for indicate dimensions of new lanes. TWLTL AND BIKE LANES PCC PAVEMENT WITH CURBS STA 53+60 TO STA 54+66 Poe No: 1151079 Sheet 8.3 i "s 3yy u L FILED Y� �- Existing Street Lighting/ Utifly Pole S o m 2016 MAY 15 AM 8: 23 Existing R.O.W. CITY CLER CLERK - IOWA CITY, IOWA < a �w 6.5' 12.0' 1 12.0' 6.5' Bike Lane Thru Lane 6.0' E 6.0' Thru Lane Bike Lane Q TWLTL 0 Vories I Varies 3 e –_ 2 Esistin Sidewalk 3 3 rc _ m o W EzisCn PCC Pavement � n o 1Q Existing Longitudinal Joint Notes: NOrmalsections shown may be opfropri- ately modified for areas specifically— designated by the Engineer, such as TYPICAL CR S SECTION - MORMON,/T'REK BLVD intersections. information only." Typical Is provided for 3-LAN 9' B-B WITH CON UOUS V indicate dimensions of new lanes. TWLTL AND BIKE LANES PCC PAVE ENT WITK CURBS Z STA 33+7 TO A 54+12 Z c — 0 - N w � W W o p a ZExistingR.O.W. z a Existing Street Lighting/ Utility Pole O 0 Z U U O �<- W rn Z ui 45.0'to 49.0'8-8 Q Z Q J v� Varies VariesM Min. 5.5' 11.0' - 12.0' 11.0' - 12.0' Min. .5' E Z 0 Bike Lane Thru Lane 6.0' 6.0' Thru Lane Bike L e O ~ TWLTL U Varies I Varies LU W W J Ezistin Sidewalk stin Sidewalk EL Ezistin PCC Pavement 1D Existing Longitudinal Joint Notes - Normalsections shown may be aperopriatey- modified for areasEngin specifically desi by the Engineer, such as TYPICAL CROSS SECTION -MORMON TREK BLVD intersections. Povere<tione. - Pavement section and pints shown for to indicate idi 3-LANE 45' TO 49' B-B WITH CONTINUOUS onions fne provided indicate dimensions of new lanes. TWLTL AND BIKE LANES PCC PAVEMENT WITH CURBS STA 54+12 TO STA 54+66Prolec No 151079 Sheet B.3 3 V i m Existing Street Lighting/ (^' Utility Pale FIL �+ VIP- Y L E_ s Ito Existing R.O.W. 2(J18 MAY 27 AN 7• J3 " 45.0 B -B CITY CLERK g IOTA CITY. 10 ;'. 7.0' Buffered 10.0' 10.0' 7.0' Buffered Bike Lane I Thru Lane 1 5.5' k 5.5' Thru Lane I Bike Lane a s w :$ $ a TWLTL/ Q Left -Turn Lane e Varies Varies 2 E 3 F 3 e U y o r N Existin Sidewalk Existin Sidewalk 3 ¢ m t t O _ yvi� o zas a Existing PCC Pavement (D Existing Longitudinal Joint ce w QUm Notes: Normalsections shown may be appropri- ately modified for areas specifically ately designote0 by the Engineer, such as intersections. Pavement section and jqs provided mown far TYPICAL CROSS SECTION - MORMON TREK BLVD information only. Typic'l ie shown to indicate dimensions of new lanes. 3 -LANE 45' B -B WITH CONTINUOUS - TWLTL/ LEFT -TURN LANE AND BIKE LANES U PCC PAVEMENT WITH CURBS STA 54+66 TO STA 74+93 Z STA 78+64 TO STA 98+42 Z O Cf) C/3w W LLI C, �— `JW Existing Street Lighting/ Utility Pole Z Q O z V U < O Proposed R.O.W. W N 45.0' to 57.0' B -B Z Z (n Q a Q Varies 6.0' 1 8.01 12.oma 1 J 7.0' Buttered 10.01 10.0' 6.5' Buffered - 11.5' Turn Lane 2.0' Bike Lone Thru Lane 5.5' E 5.5' Thru Lane Bike Lane Wight -Turn M Z 06 O TWLTL Painted Median f- a.0% f1.5%_ = OL F(� : Varies Varies 3.01 I . �� 9 W LLQ a o W J Q _ Ezistm Sitlewalk w.`x l^'E Pro osed 6" Sidewalk �X- 2x �� Q V = 2 I-� I I J j V a r 'Z^ v 1Q Existing Longitudinal Joint Existin PCC Pavement I i I I t r ® BT -3 Joint L ® Match Existing Depth, 6" Min. Pro 'sed Subdrain Notes+ Pro osetl Subbase Normal sections shown may be appropri- ately modified for areas specifically TYPICAL CROSS SECTION -MORMON TREK BLVD Proposed PCC Pavement, 8" - designated by the Engineer, such as intersections. 4 -LANE 45' TO 57' B -B WITH PAINTED MEDIAN/ LEFT -TURN LANE, BIKE LANES AND RIGHT -TURN LANE = PCC PAVEMENT WITH CURBS STA 74+93 TO STA 78+64 Project No: 1151079 - Sheet B.4 E. m e m Existing Street Lighting/ Utility Pole � FILED c� m Existing R.O.W. � 1013 MAY 15 AM 8:23 o N 45.0' B -B CITY CLERIC 1 Min. 5.5' I 0 VIA CITY, 10 4'!A b d Min. 5.5' Bike Lane 11.01 11.0 I Thru Lane 1 6.0' E 6.01 Thru Lane Bike Lane £ s ° TWLTL/ a Left -Turn Lane Varies I vales 3 i r` ~ 3$M a ¢¢ www Existin Sidewalk a 7 O _ ym� � z Ezistin PCC Pavement � Q 1D Existing Longitudinal Joint m w 00. Notes Normal sections shown may be ap ropri- otely modified for areas specifica ly d, designated by the Engineer, such as intersections. Information only�Typda�ostprovided foshown for TYPICAL CROSS SECTION - MORMON TREK BLVD - indicate dimensions of new lanes. 3 -LANE 45'8-8 WITH CONTINUOUS - TWLTL/ LEFT -TURN LANE AND BIKE LANES (--� PCC PAVEMENT WITH CURBS STA 54+66 TO STA 74+93' Z STA 78+64 TO STA 98+42 Z w N o W p H `U Existing Street Lighting/ Pole ' Q Utility /oposedW. L p z z U v < o W N f^ V/ 45.0' to 57.0' B -B Z z (n J Varies 6.0' B.0' .0 N Min. 5.5' Bike Lone 11.0' 11.0' 0' Thru Lon 6.0' E 6.0' Thru Lana Bike ne 1.0• - 11.5• Right -Turn Lane 2, 0, C'i z J QD TWLTL Painted Median 4.0/ 1.5/ a.0/ 4� Q V es I Varies 00 3�O o,r O U W W a a WJ N ' 0 LProposed Ezistin Sidewalk 6" Sidewalk QJ V Z ' z a i V N 10 Existing Longitudinal Joint Ezistin PCC Pavement � I 1 ® BT -3 Joint !_ l Pro osed Subdroin ® Match Existing Depth, 6" Min. Notes �l Pro sed S base Normolsections shown may be appropri- ately modified for areas specifically TYPICAL CROSS SECTION - MORMON TREK BLVD ar osed PCC Pavement, B" designated by the Engineer, such as intersections. 4 -LANE 45' TO 57' B -B WITH PAINTED MEDIAN/ LEFT -TURN LANE, BIKE LANES AND RIGHT -TURN LANE _ PCC PAVEMENT WITH CURBS STA 74+93 TO STA 78+64 Project No: 1151079 E Sheet BA Y� Existin rn Existin R.O.W. a ! o tnK 8 1 45.0' B-B CITY CL 1 = CITY low z 23.0' 23.0' F $ m Lane Drop Ta er 6.0' 6.0' Lane Add Toper g a TWLTL/ Q Left Turn Lane Varies I Varies fe p E Il V y�� w Existin Sidewalk1 Existin Sidewalk Q 3 rc 1 O ymR Ezisti PCC Pavement 3 � _ Q Existing Longitudinal Joint m Notes U m Normalsections shown may c coly ri- ately modified for argon spec'if'ically n designated by the Engineer, such as Pavement section dna joints shown for information only.Typicais provided to indicate dimensions of new lanes. TYPICAL CROSS SECTION - MORMON TREK BLVD 3-LANE 58' B-B TAPER SECTION WITH CONTINUOUS TWLTL/ LEFT-TURN LANE U PCC PAVEMENT WITH CURBS Z STA 98+42 TO STA 100+23 Z J a Vj o LJJ W p a Z a � Existing R.O.W. Existing Utility Pole O O 45.0 B-B W Cl) fn Z Z Cn 12.0' Q Q Q 12.0' 11.0' 11.0' shared E J Thru Lone Thru Lone 6.0' 6.0' Thru Lane Thru Lane Z tet TWLTL/ (� O .06 Left Turn Lane — VariesI _Varies O r mss/ L LLU L W W 0 Existin Sidewalk 1 1 1 Existin $itlewalk Z J V Q J a Existin PCC pavement U) t7 Existing Longitudinal Joint Nota ormolsectied shown may be ap ropri- for organ speclficaPy dotelyesig aced by designated by the Engineer, such as intersections. Pavement vection and Dints shown for ind,°catetidimensio sy of°nlew planes. to TYPICAL CROSS SECTION - MORMON TREK BLVD 3-LANE 58' B-B TAPER SECTION WITH CONTINUOUS TWLTL/ LEFT-TURN LANE PCC PAVEMENT WITH CURBS STA 100+23 TO STA 104+09 Project No: 1151079 Sheet B.5 RESIDENTIAL SIDE � c m SLM SHARED LANE MARKING(White)if POST STREET SIDE 4" x 4" TREATED WOOD N i Y� 721, II II FILElJ - - - - - - — — — — — - I 9^O w I I — I — I I I s n 2X4 TREATED WOODd I RAIL, MAY SLOPE TO 1 I I C. 18 MAY 29 AN N QD° ACCOUNT FOR GRAD 6 I _ _ _ _ _ _ _ I II o CHANGES 1 I — — — — — — — I I CIT'f CLERK. a 10 VIA CITY.10'::": Q I I I SECURE TUBULAR STEELWITH 11211 3/8" AN12ED O Ep I I I A307 BOLTSI (TVP' PRIME AND PANT ALL a 6" WIDE TREATED WOOD PICKETS. EXPOSED STEEL. CONCRETE < H $ STEW STRAIGHT ARROW (BIKE LANE) (White) 1/2" (TYP.) VERTICAL CAP 91 BETWEEN PICKETS. FOUNDATION w a m TUBULAR STEEL 4" x 4" x 1/4" o FENCE POST SLEEVE (TYP.) i g 6" GRAVEL BASE 6" GRAVEL BASE o a — mo 25" w ' f --CANE OPENING - 5'-0'i 72" ATTACH EACH 2.4 RAIL TO THE 4.4 POST WITH TWO (2)- 3'x1/4" GALVANIZED LAG BOLTS WITH WASHERS (TYP.) ATTACH EACH PICKET TO THE EACH 2x4 RAIL WITH THREE (3) GALVANIZED NAILS (TYP.) OR SCREWS. — — Z BLSABIKE LANE SYMBOL A (White) PROVIDE MATERIALS AND INSTALLATION OF &HIGH CEDAR a i / PAINTED DTE THRES,(3) STEEL z N PRIVACY FENCE, 6' WIDE x 6' HIGH PICKETS, THREE (3) 2z4 TREATED RAILS, 4z4 TREATED POSTS, 6'z $'CEDAR b / i FOR TYPE AND SIZE OF GATE J_ Q GATES. i N ~ FOLLOW INDICATED LAYOUT OF FENCE BOARDS AS CLOSELY AS POSSIBLE (AS SHOWN ON THIS SHEET). MODIFICATIONS 6 HEAVY DUTY STEEL PAINTED GATE LATCH AND HANDLE, RATED Q ILLI REQUIRE OWNER APPROVAL. FOR TYPE AND SIZE OF GATE 0 rQ OWNER TO APPROVE GATE HINGES, LATCHES, AND HANDLES _ _ _ 2.4 TREATED WOOD BRACE > Q 72" PRIOR TO INSTALLATION. ORIENTATE WITH LOWER END TOWARD THE HINGE z Q REMOVE EXISTING FENCING IN ITS ENTIRETY, POSTS SHALL O Z U BE REMOVED TO A MINIMUM ELEVATION EQUAL TO 10" BELOW FINISHED GRADE INCLUDING POST MATERIAL AND U Q O CONCRETE FROM THE FOOTINGS. W y Cl) T CEDAR FENCE DETAIL, 72 IN. 6" GRAVEL BASE Z 13 a Q 40" --J J N M O 06 0P2'-0" BLW6 BUFFERED LANE LINE (White) y W W o 1 6" D.. 3 o z Q Q V Lane Width4 v 4°Ma J d Z Varies 1.67 gy. Mas• f— f— Subbase Material x� coV/ 6" Sidewalk ° - Engineering Fabric .E c I I e' -o" v &E Porous Back/ill Material S e 1 e 5 Q Existing Roadway 6" Pipe 12" min. I Min. Min. Face 'i 5'-B- Place perforations down for all of fff� ✓ installations. Curb PAVEMENT SYMBOLS AND LEGENDS CLASS 8 SIDEWALK DETAIL LONGITUDINAL SUBDRAIN AND PAVEMENT MARKINGS 68+28 - 71+86, RT paec No: 11g1079 Sheet B.6 RESIDENTIAL SIDE SLAP SHARED LANE MARKING (White) iya, STREET SIDE "TREATED WOOD POST to Y� TR —72" R , ! 2x4 TREATED WOOD RAIL,MAY SLOPE TO d ITY CLERK n 40 I I — AHCAROUNS FOR CR c — — I I IOWA _ _ _ _ I _ _ I I _ I I l �A CITY. z a I I i I I STEEL 112' I _— I 1 3/8" 3 —_ —_ —_ —_ —_ I —_ I I A30 OLTDI1i1.ARGALVANIZED A3D7 BOLTS (TYP.). p I I I PRIME AND PAINT ALL EXPOSED STEEL. 3 m 6" WIDE ATEO WOOD PICKETS. CONCRETE Q STBW STRAIGHT ARROW (BIKE E) (White) ( .) VERTICAL GM R FOUNDATION RE BE EN PICKETS. O a a TUBULAR STEEL 4" x 4" x 1/4" FENCE POST SLEEVE (TYP.) z � 6" GRAVEL BASE 6" GRAVEL BASE a — —� Mal J L,z•� 2511 d r--G,IE aPENINC � S'-0�-1 I I 72" I• ATTACH EACH 4 RAIL TO THE 4.4 POST WITH TWO (2)- _ 3"x1/4" GALV ZED LAG BOLTS WITH WASHERS (TYP.) ' +• U ATTACH H PICKET TO THE EACH 2x4 RAIL WITH THREE — — (3) G ANIZED NAILS (TYP.) OR SCREWS. Z BLSA BIKE LANE SYMBOL A (White) OVIDE MATERIALS AND INSTALLATION OF 6'HIGH CEDAR d THREE (3) STEEL PAINTED GATE HINGES, SELF-CLOSING, RATED Z PRIVACY FENCE, 6' WIDE x 6' HIGH PICKETS, THREE (3) 2x4 TREATED RAILS, 4x4 TREATED POSTS, 6'x 5' CEDAR / / FOR TYPE AND SIZE OF GATE O J _ -t- ♦T GATES. ' '^ vy' Q ~ N FOLLOW INDICATED LAYOUT OF FENCE BOARDS AS CLOSELY POSSIBLE a / / HEAVY DUTY STEEL PAINTED GATE LATCH AND HANDLE. RATED Qi 0 W (AS SHOWN ON THIS SHEET). MODIFICATIONS R IRE OWNER APPROVAL. / / FOR TYPE AND SIZE OF GATE LU OWNER APPROVE GATE HINGES, LATCHES, AND HANDLES _ _ T--- 2x4 TREATED WOOD BRACE > Q Q 72a PRIOR TO TALLATION. ORIENTATE WITH LOWER END TOWARD THE HINGE Z Q REMOVE EXISTIN FENCING IN ITS ENTIRETY. POSTS SHALL O Z U BE REMOVED TO INIMUM ELEVATION EOUAL TO 10" BELOW FINISHED OR INCLUDING POST MATERIAL AND / 1 V O CONCRETE FROM THE OTINGS. LIJ N C/) T CEDAR FENCE TAIL, 72 IN.Z o 6" GRAVEL BASE I Q Q i 40" L,2J J <n M 0 06 2'-0" t— SLW6 SOLID LANE LINE (White) / 0 ~ F- LU � W LLI N O J Q 6x 6 0 U Lane Width 4X VOP°sx. M6 J d Z varies s/ Max. 4:, Material By. Subbase 6" Sidewalk Engineering Fabric E E }I E 5' a' -o^ NE ! Back fill Min. Ma tart 3 -6' 6" Pipe 12" Face of Existing Roadway mn. 6 Curb Place perforations down for all T1 Installations. P PAVEMENT SYMBOLS AND LEGENDS CLASS B SIDEWALK DETAIL LONGITUDINAL SUBDRAIN 68+28 - 71+86, RT purled No: 1151079 Sheet 13.6 R it ESTIMATED PROJECT QUANTITIES (2 DIVISION PROJECT) No. I Item Code Unit Division 1: CS -TSF -3715(660)--85-52 Division 2: Mon -Participating 2 2102-2713070 EXCAVATION, CLASS 13, WASTE CY 1026 1 2105-8415005 TOPSOIL, FURNISH AND SPREAD CY 195 4 2105-0425015 TOPSOIL, STRip SALVAGE B SPREAD CV 574 5 2115-aleme 0 MODIFIED SUBBASE SV 3335 6 2123-74SN20 SHOULDER FINISHING, EARTH STA 16.54 7 2301-103MM STANOAAD SLIPFORM PCC CLASS C - 3 0 IN. SV 2%1 2435-0148148 STORM SEWER SN -401 48 IN. EACH 1 9 9 2435-8251110 INTAKE, INTAKE, SW -SIB - EACH 1 10 2435-0612016 ALNSTMEM, MINOR EACH 3 11 2502-8212036 SODRAIN OUTLET, (SHOULDER) 6 IX SLOORAE IF 182 11 2502-8121303 STODRAIN DR -3 EACH 1 13 2503-0114215 STORM SEWER GRAVITY MIN, TRENCHED, RCP, 3000E (CLASS III), IS IN. ER GRA W MI LF 11 14 2510-67 REMOVAL Of PAVEMENT 2641 15 2510-67506015NN REMOVAL OF INTAKES AND UTILITY ACCESSES EACH EACH 1 16 2511-6745908 RENEWAL OF SIDUALK SY 983 17 25114 06 5268 SIDEWALK PCC 4 IN IN SY 165 18 2511-7526806 SIDEWALK PCC 6 IN S %3 10 2511-7520101 DETECTABLE WARNINGS SF 311 20 2515-1475001 DRIVEWAY, PCC, a IN SY 66 21 2515-6745606 OF PAVED DRIVEMV 43 22 2518-420MI0 SAFETY SAFETY (1FSURE EACH LA[H 5 23 2519-4200810 REMOVAL ASE REINSTALLATION of FENCE, CHAIN LINK Lf 52 24 2519-4200120 REMOVAL OF FENCE, CHAIN LINK Lf 41 25 2519-4200190 REMOVALWOW OF FENCE, WOW FENCE LF 237 26 2519-3300700 EMTEMPORARY LF 252 27 2524-6765010 R D REINSTALL AS PER PIAN REMOVE EACH EA 2 2 2524-9276810 PERFORATED SQUARE STEEL TUBE UBE POSTS IF 531 9 2524-9276821 PERFORATED SQUARE STEEL TUBE POST AMC",ACCABREAX-ANY INSTALLATION EACH 53 M 39 2524-9276024 COIL PERFORATED SQUARE STEEL TUBE PoST ANCHOR, BREAI(-RNV CONCRETE INSTALL EACH 1 31 25I4-9325001 TME A SIGNS SHEET ALLNINLM SF 279 32 2010-128-A-0 TRAFfIC SIGNAL is 1 33 2526-8285000 CONSTRUCTION SURVEY LS 1 84 2527-9263109 PAINTED PAVEMENT ND OR SOLVENT BASED STA 513.47 35 2527-9263IN , WATERICO PAINTED SVM11L5 AND LEGENDS, MTERBORNE OR SOLVENT BASED LEGENDS, EACH 177 36 2527-92631% PAVEMENT REMOVED STA 221.35 37 2527-9263190 ND LEGES TRAFFIC AND LEGENDS REMOVED EACH 6 38 2528-8445110 TRAFFIC CONTROL LS 39 2529-2242304 CO COIN ASSEMBLY SSEMB EACH 177 40 2529-5070110 PATCH, FULL -DEPTH FINISH BY AREA SY 360 41 2529-5170111 PATCHES, FULL -DEPTH FINISH, BY AREA (50 FEET OR GREATER IN LENGTH) SY 313 42 2529-9WII B1 N PATCH, LA -CHET) FINISH BY COOT EACH 33 43 2523-8174010 SUBBASE (PATCHES) 677 Ad 2533-4980005 BOX LS is 1 45 2554-SIMPNO8 EX VALVE BOX EXTENSION VALVE EACH 3 46 2599-9%9009 FENCE, CEDAR, 72 IN LF 237 47 2599-9999038 LIGHTING LS 47 2601-2639010 SODDING SQ 310 48 2601-2642120 STABILIZING CROP - SEEDING ANO FERTILIZING (URIAN) ACRE 0.36 49 2602-1008021 SILT FENCE LF 416 50 2602-0000071 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHEERS LF 416 51 2602-01KNOM OF SILT FENCE OR SILT FOR DITCH CHECK LF 42 52 2602-00083% PERIMETER CONTROL DEVICE, 9 IN. DIA. PERIMETER Aho SLOPE SEDIMENT LF 2502 53 2602-0080350 E SEDIMENT REMOVAL O PERIMETER C SLOPE SEDIMENT CONTROL DEVICE LF 2504 Sa 2602-0010011 N MOBILIZATIONS, EMOTION CONTROL EACH 4 55 2681-8018021 MOBILIZATIONS, EMERGENCY EAo5I0N C1INTROI EACH i PROJECT DESCRIPTION continuous two -way -left -turn lane with dedicated bike lanes in each direction. The project also includes adding a right -turn la he earthbound at W Benton St, pavement patching throughout the project area, updating of traffic signals, and replacement of sidewalk ramps at Walden Sq./Cameron Way, W Benton St, and Bobcat Rd/Cae Or for ADA compliance. The project also includes street lighting improvements along Mormon Trek Blvd from Melrose Ave to the separated railroad crossing. Refer to Tabulation 110-17 and A Sheets far locations and information. Refer to Tabulation 232-10 for Information regarding Emerald Ash Borer and required procedures. This item also Includes trimming of branches within 2' horizontally of new sidewalk to a minimum height of le'. 2 2102-27MM EXCAVATION, CLASS 13, MSTE CUT - 1026 CY, FILL 27 CV including 96X fill factor, WASTE 999 CY. All waste material shall became the property of the Contractor and shall be removed from the project site and either disposed of offsite or used for fill on another approved project. Estimated quantity at the proposed right -turn lane at Benton St and proposed sidewalk at the MidAmerlcan property is based on calculations from cross sections. Estimated quantity for A- of CUT over the q y o sidewalk rasp reconstruction areas based C approximately disturbed areas. Estimated quantity at otter areas of Standard PCC paving, not including the right -turn lore at W genion SL or M areas for full -depth patching, based on of cut required for replacement of subbase. Coordinate with property viers Adjacent to all areas of disturbance bance to review existence, location, and protection of privately dosed underground utilities including, but not limited to, electric lines. dog fence and Irrigation lines. Furnish and spread herr mulch to match existing materials at Walden Sq for the disturbed areas behind proposed sidewalk curb. 3 2395-8425905 TOPSOIL, FURNISH AND SPREAD Estimated quantity is based on furnishing and spreading 2' of topsoil at all proposed sodding areas. Refer to the Erosion Prevention Plan for proposed sodding locations. Actual quantity shall be as needed to provide a total of 6- of topsoil over all disturbed areas When combined with Topsoil, Strip Salvage A Spread 4 2105-MZWIS TOPSOIL, STRIP SALVAGE A SPREAD Estimated quantity is based on 6' of topsoil stripped, salvaged, and spread at all proposed sodding areas. Refer to the Erosion Prevention Plan for proposed sodding locations. The quantity of material needed for Topsoil, Furnish and Spread will be deducted from the quantity of this item. 5 2115-9199980 MODIFIED SUBBASE This item is for 6' of modified subbase At the proposed pavement areas of Standard/Slipform PCC paving. This item does rot include any subbase patching at the full -depth patch areas. 6 2123-7450820 WELDER FINISHING, EARTH This item is for construction of earth shoulders above subgrade elevation adjacent to the sides of pavement. This Item will be measured along the curb for areas of Standard/Slipfom PCC, Class G3, a In. This item does rot include backfill and earth shoulder finishing adjacent to pavement patch areas. 7 2383-1033080 STANDARD/SLIPFONN PCC, CLASS C - 3, A IN. Refer to the D Sheets and L 56eets for locations and information. This item does ret include any full -depth patch areas. Refer to the D and L Sheets for locations and information. Refer to the B Shells for typical sections. Refer to the W Sheets for detailed cross sections. Certified Plant Inspection is required for to tri item. Class M mix concrete shall be used upon request from the Engineer at no additional cost. Subgrade preparation Is Incidental. 8 M35-BlUlM MAODLE, STORM SEVER, SW -401, A8 IN. Refer to Tabulation 104 -SA for locations and information. Use R-3642 lid with Iowa City Public Works Department logo. Refer to M Sheets for more information. 9 2435-0251080 IMfARE, SII -510 Refer to Tabulation 184-5A for locations and information. Use R-1642 lid with Iowa City Public Works Department logo. Refer to M Sheets for more information. IB 8435-0600810 MNHOLE AD3USTMEMT, MINOR Refer to Tabulation 104-10 and the D Sheets for locations and information. If manholes in unpaved areas can't be adjusted to grade by Minor Adjustment, adjust as much as feasible. 11 2582-82120346 SODRAIM LONI6ITIDINAL (SACILDER) 6 IN Z Z Refer to Tabulation 184-5C for locations and information. Refer to M Sheets for more information. Refer to B p Sheets for details. 12 2N2.8121383 S BDRAIN OUTLET, DR -303 Cf) Refer to Tabulation IN -SC for locations and information. Refer to M Sheets for more information. W Use double walled HDPE. F— 13 2563-0114215 STORM SEWER GRAVITY MIN, TRENCHED, RCP, 209111) (CLASS III), 15 IN. Refer to M Sheets for locations and information. Bedding Class R-2, Class A Roadstone shall be used for bedding and backfill to the bottom of subbase. Use O-ring gasketed joints. Insulating water mains is incidental. 14 2510-674SSW REMOVAL OF PAVEMMT Refer to Tabulation 110-1 and R Sheets for locations and information. This item does not include any pavement removal for full -depth patches. Removal limits may be extended to reach an existing pavement joint. Item includes full -depth sawcut and disposal of pavement. 15 1510-6750600 REMOVAL OF INTAKES AID UTILITY ACCESSES Refer to Tabulation 110-15 and R Sheets for locations and information. I6 2511-6745900 REMOVAL OF SIDEWALK Refer to Tabulation 110-5 and A Sheets for locations and information. Removal limits may be extended to reach an existing sidewalk joint. Item includes full -depth sawcut and disposal of pavement. tvl rofect No: 1151079 Sheet CA z 0 U c¢ C Z Z 0 ° p LL e/M VI.L z Cf) Q W W F— > z a Z W _ p U U ❑z O W C/) Z LU Cn Q P J F M z Q 06 O ❑ W W F Q C� C J H LU rofect No: 1151079 Sheet CA ESTIMATED ROADWAY QUANTITIES Item No. Item Code Item Unit Total As Built Qty. a ..o. -.,o,.,...,. ..�....... o .,...w.'.., ��,�,""""" AAwwKFVF U Z Z 0 — Refer to Tabulation 110 -ll and R 5 ee s t logn a information. Refer to Tabulation 232-10 For information regarding Emerald Ash ,B,riir_d.q d cedure S. This item also includes trimming 1 2101-0850002 CLEARING B GRUBBING UNIT 18.3 2 2102-2]130]0 EXCAVATION, CLASS 13, WASTE CY 1026 Q W of branches within 2' horizontal) of s ewa t0 a minimum height of 10'. 3 2105-8425005 TOPSOIL, FURNISH AND SPREAD CY 195 Z - _ 4 2105-8425015 TOPSOIL, STRIP SALVAGE 8 SPREAD CY 574 O 2 2102-2713078 EXCAVATION, CLASS 13, WASTEa Cl) Z MODIFIED SUBBASE SY 3335 Q CUT 1026 CY, FILL 27 CY n/1ry3119 °gy°'3pyo1Y�1, e�WWl�� e'rT'i1�{,�{`easte m.C,.Hrr1`­`Khll become the property AyA^" P LDER EARTH Z Q 1296] O PK Contractor shall [ of offsitefor 7 2301 10530080 IPFOBMG, 5 ANDARD/SLPCC, CLASS C - 3, 8 IN. SySTA Wp anothanproject EStlm qE uaofity attheprod rightltuefwdane a?Bent Sttandrproposedsidewalk 8 24350140148 MANHOLE, STORM SEWER, SW AOL, 48 IN. EACH I Z at the MidAme ri,ab property 15 based On Ca��-1(({u1 t{ 0 cross lona. 9 2435-0251000 INTAKE, SW -510 EACH 1 Estimated quantity for Sidewalk ram ba on approximately 4' of CUT over the 10 11 2435-MON10 2502-8212036 MANHOLE ADJUSTMENT, MINOR SUBDRAIN LONGITUDINAL (SHOULDER) 6 IN EACH IF 3 284 @+maaz disturbed areas. Estimated quant it h i'x* ( n�"PBG cutlre, not including the right turn lane at W Benton St or at areas for fullt �t r �s for 12 2502-8221303 SUBDRAIN CUTLET, DR 303 EACH 2 Coordinate with property owners 5 a t t0 all a s of disturbance to review existence, 13 2503-0114215 STORM SEWER GRAVITY MAIN, TRENCHED, RCP, NORD (CLASS III), 1 N. IF 11 location, and protection of any privately Own underground utilities including, but not limited to, electric 14 2510-6745850 REMOVAL OF PAVEMENT SY 2648 dog fence and irrigation lines. Furnish an pread new mulch t0 match existing materials at Walden Sq for the 15 2510-67506M REMOVAL OF INTAKES AND UTILITY ACCESSES EACH 1 disturbed areas behind proposed sidewal curb. 16 2511-6745900 REMOVAL OF SIDEWALK SY 983 - - - 17 25114526004 SIDEWALK DCC 4 IN Y 165 3 2105-8425005 TOPSOIL, FURNISH AM SPREAD 18 2511-7526006 SIDEWALK PCC 6 IN S 993 Estimated quantity is based o urnishing and spreading 2" of topsail at all proposed sodding areas. 19 2511-7528101 DETECTABLE WARNINGS SF 311 Refer to the Erosion Preve on Plan for proposed sodding locations. Actual quantity shall be as needed to 20 2515-2475008 DRIVEWAY, PCC, 8 IN SY 66 provide a total of 6" o topsoil over all disturbed areas when combined with Topsoil, Strip Salvage B Spread 21 2515-67456M REMOVAL OF PAVED DRIVEWAY SY 43 - - - 22 2518 6910000 SAFETY CLOSURE EACH 5 4 2105-8425015 TOPSOIL, STRIP 5 AGE 8 SPREAD 23 25194200010 REMOVAL AND REINSTALLATION OF FENCE, CHAIN LINK IF 52 Estimated qua ty is based on 6' of topsoil stripped, salvaged, and spread at all proposed sodding areas. 24 2519-4200120 REMOVAL OF FENCE, CHAIN LINK LF 41 Refer to t Erosion Prevention Plan for proposed sodding locations. The quantity of material needed for 25 2519-4200190 REMOVAL OF FENCE, MOD FENCE IF Topsoil urnish and Spread will be deducted from the quantity of this item. 26 2519-3300700 FENCE, TEMPORARY IF 252 - - - 27 2524-6765010 REMOVE AND REINSTALL SIGN AS PER PLAN EACH 2 5 2115-01MM TIED SUBBASE 28 2524-9276010 PERFORATED SQUARE STEEL UBE POSTS IF 531 is item is for 6" Of modified subbase at the proposed pavement areas of Standard/Slipform PCC paving. 29 2524-9276021 PERFORATED SQUARE STEEL TUBE POST ANCHOR, BREAK MAY SOIL INSTALLATION EACH 53 This item does not include any subbase patching at the full -depth patch areas. 30 2524-9276024 PERFORATED SQUARE STEEL TUBE POST ANCHOR, BREAK -AWAY CONCRETE INSTALL. EACH 1 - - - 31 2524-9325001 TYPE A SIGVS SHEET 4LUMINOM SF 279 6 212B , 8828 SHOULDER FINISHING, EARTH 32 8030 -108 -A -B TRAFFIC SIGNAL IS 1 This item is for construction of earth shoulders above subg,ade elevation adjacent to Me sides of pavement. 33 2526-8285000 CONSTRUCTION SURVEY IS 1 This item will be measured along the curb for areas of Standard/Slipform PCC, Class C-3, 8 In. 34 2527-9263109 PAINTED PAVEMENT MARKINGS, WATERBORNE OR SOLVENT BASED STA 410.53 This item does not include backfill and earth shoulder finishing adjacent to pavement patch areas. 35 252]-926313] PAINTED SYMBOLS AND LEGENDS, WATERBORNE OR SOLVENT BASED EACH 177 - - 36 2527 9263180 PAVEMENT MARKINGS REMOVED STA 221.35 2301-1033080 STANDARD/SLI.Fd6M PCC, CLASS C - 3, B IN. 37 252]-9263190 SYMBOLS AND LEGENDS REMOVED EACH 6 Refer to the O Sheets and L Sheets For locations and information. This item does not include any fulldepth 38 2528-8465110 TRAFFIC CONTROL IS 1 patch areas. Refer to the D and L Sheets for locations and information. Refer to the B Sheets for typical 39 252922423M CD ]DINT ASSEMBLY EACH 17 sections. Refer to the W Sheets for detailed cross sections. Certified Plant Inspection is required For to this 40 2529-5070110 PATCH, FULL DEPTH FINISH BY AREA SY 360 item. Class M mix concrete shall be used upon request From the Engineer at no additional cost. 41 2529-5070111 PATCHES, FULL DEPTH FINISH, BY AREA (50 FEET OR GREATER IN LENGTH) SY 317 Subgrade preparation is incidental. 42 2529-5070120 PATCH, FULL DEPTH FINISH BY COUNT EACH 13 - - 43 2529-8174010 SUBBASE (PATCHES) SY 677 8 2435-0140148 MANHOLE, STORM SEWER, SW -401, 48 IN. 44 2533-4980005 MOBILIZATION IS 1 Refer to Tabulation 104 SA For locations and information. Use R-1662 lid with Iowa City Public Works Department 45 2554-0212020 VALVE BOX EXTENSION EACH 3 logo. Refer to M Sheets for more information. 46 2599-9999009 FENCE, CEDAR, 72 IN LF 237 - - 47 2599-9999010 LIGHTING IS 1 2435-0251000 INTAKE, SW -510 48 2601-2639010 SODDIM SQ 310Refer to Tabulation 104-5A for locations and information. Use R-1642 lid with Iowa City Public Works Department 49 2601-2642120 STABILIZING CROP SEEDING AND FERTILIZING (URBAN) ACRE 0.36 logo. Refer to M Sheets For more information. 50 2602-0000020 SILT FENCE IF 416 - - 51 2602-0000071 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS IF 416 10\ 24354600010 MAMKME ADJUSTMENT, MINOR 52 2602-0000101 MAINTENANCE OF SILT FENCE OR SILT FENCE FOR DITCH CHECK IF 42 Refer to Tabulation 104-10 and the D Sheets for locations and information. If manholes in unpaved areas can't 53 2602-0000309 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 9 IN. DIA. IF 2502 be adjusted t0 grade by Minor Adjustment, adjust as much as feasible. 54 2602-0800350 REMOVAL OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE IF 250 - - 55 2602-0010010 MOBILIZATIONS, EROSION CONTROL EACH 4 11 2502- 12036 SUBDRAIN LONGITUDINAL (SHOULDER) 6 IN 56 26020010020 MOBILIZATIONS, EMERGENCY EROSION CONTROL EACH 1 Refer to Tabulation 104-5C for locations and information. Refer t0 M Sheets for more information. Refer to B Sheets for details. 12 3502-8221303 SUBDRAIN OUTLET, DR -303 far So Tabulation 104 -SC for locations and information. Refer to M Sheets for more Information. Us Dobie walled MOPE. 13 2503-0114315 STOMA SE GRAVITY MIN, TRENCHED, ACP, 2000D (CLASS III), 15 IN. Refer to M is For locations and information. Bedding Class R-2, Class A RoadstOne shall be used for bedding 14 2510-6745850 and backfill to a bottom Of subbase. Use O-ring gasketed joints. Insulating water mains is incidental. REMOVAL OF PAVEMENT Refer to Tabulation 110- no R Sheets For locations and information. This item does not include any pavement removal for full -depth pate Removal limits may be extended to reach an existing pavement joint. Item includes full -depth sawcut an isposal of pavement. IBB -ID 10-18-05 - - - PR03ECT DESC PTION 1s 2510-6750600 REMOVAL OF INTAKES AND UTILITY ACCE ES Refer to Tabulation 110-15 and R Shea for locations and information. - This is a lane conversion project from the existing four lane section a three lane section consisting of two thru lanes and a continuous two -way -left -turn lane with dedicated bike lanes in each ection. The project also includes adding a right turn lane 16 2511-6745980 REMOVAL OF SIDEWSLK northbound at W Benton St, pavement patching throughout the pool area, updating of traffic signals, and replacement of sidewalk ramps Refer t0 Tabulation 110-5 and R Sheets for 10 tions and information. Removal limits may be extended to reach at Walden Sq./Cameron Way, W Benton St, and Rohret Rd/Cae or f PDA coop) lance. The project also includes street lighting improvements an existing sidewalk joint. Item Includes full- th sawcut and disposal of pavement. along Mormon Trek Blvd from Melrose Ave to the separated r oad crossing. - - N O OF pN N ; oz° m Ism a Q O E 3 Q w H W Q O ymP_ ED 3� Ewa �Uw Project No: 1151079 11 Sheet C.1 Z 0 Q U Z Z 0 — 0 LL Z Cl) IL Q W LU 0 \ / LU Z Q Z W _ p 0 v U z O W Cl) Z W C/) QP Q J P M Z Q 06 O PK Lf o W W Wp Q J Z i W co Project No: 1151079 11 Sheet C.1 INFORMATION Refer to Tabulation 113-1 and S Sheets for locations and information. Adjustment of any fixtures within or AJ cent to the proposed sidewalk area is incidental. Certified Plant Inspection is required. This item includes construction of Curb at Walden Sq sidewalks. ie 2511-7524006 SIDEWALK PCC 6 iw Refer to Tabulation 1114 and D and 5 Sheets for locations and information. This Item 1s Intended for sldwalk ramps and 8' wide sidewalk. Refer to Standard Road Plan MZ -220 for additional information. Adjustant of any fixtures within on adjacent to the proposed sidewalk area Is Incidental. Certified Plant Inspection required. 19 2511-7528101 DETECTIBLE WARNINGS Refer to Tabulation 113-1 and 5 Sheets for locations and information. Refer to Standard Road Plan Mi -220 for Information. Detectable warnings shall be cast iron panels. Detectable warning color Shall be Federal Brick Red 922144 (or approved equal). 2e 2515-2475008 DRIVEWAY, PCC, 8 IN Refer to Tabulation 102-3 and the D Sheets for locations and Information. Certified Plant Inspection required. Subgrade preparation is Incidental. 21 2515-6745608 REMWAL OF PAVED DRIVEWAY Refer to Tabulation 110-8 and the R Sheets for locations and information. Temporary easements have not been acquired adjacent to driveway removals and limits shall not be extended without prior approval by the property owner. Item includes full -depth sawA and disposal of paveaent. 22 2518-6910800 SAFETY CLOSING Refer to Tabulation 108 -13A and the Traffic Control plan for locations and information. This Stem is for safety closures at locations of temporary road closures. - 23 2519-4200010 REMOVAL AND REINSTALIATIGN OF FENCE, CHAIN LINK Refer to D and R Sheets for locations and information. Fence relocation shall be coordinated with the property owner but shall not he placed within the pvposed public Right -of -May. Fence condition shall be reviewed by the Contractor and Engineer prior to removal. My fence considered to be in goad casdition prior to removal Mat 1s damaged shall be replaced with new A mo Additional cost. Includes new fence ties as needed. Fence material shall be replaced with new if unable to be salvaged at no additional cast to the owner. 24 2519-4200120 REMOVAL OF FENCE, CHAIN LIN( Refer to the R Sheets for locations of chain link fence removal. End posts shall be salvaged for reinstallation. Notify property amers prior to removal of fence, and coordinate installation of temporary fence accordingly. 25 2519-4200190 REMOVAL OF FENCE, 11000 TERRA Refer to the R Sheets for locations of wend fence removal. Notify property owners prior to removal of fence, and coordinate installation of temporary fence accordingly. 26 2519-3300790 FENCE, TEMPGNARY This Stem is for chain link fence to take the place of the Wood fence that is to be removed and replaced adjacent to the proposed right turn lane at W Benton St. Fence location shall be along the temporary easement boundary and shall he coordinated with the property aver. End/Corner posts shall be included at each property line and may to needed at midpoints a properties. Removal of temporary fence including any post anchor material is incidental. All temporary fence material shall become the property of the Contractor upon removal and shall he removed from the project Site. Any surface restoration necessary 1s incidental. Refer to the D Sheets for locations. Refer to Standard Road Plan MI -102. 27 2524-6765010 REMOVE AND REINSTALL SIGN AS PER PLAN Refer to Tabulation 190-62 and the R Sheets for locations and information. Notify the City at least 72 hours in advance of removals. Signs removed shall be salvaged and protected until ready to be reinstalled. If any signs or posts are damaged during removal, storage, on reinstallation, the sign/post shall te replaced at no cost to the Quer. Permanent locations shall be coordinated with the Engineer prior to reinstallation. Removal and reinstallation of sign support Structures and foundations Is incidental. 28 2524-9270010 PFRFOOATD SQUARE STEEL ME POSTS Refer to Tabulation 198-51 and P Sheets for information. Steel posts shall be Telespar 1.75' x 1.75" 12 gauge galvanized, or approved equivalent. 29 2524-9276821 PERFDUTD SQUARE STEEL TUBE POST ANCHOR, BREAM -AMY SOIL INSTALIATIM Refer to Tabulation 190-51 and P Sheets for Information. Post anchors shall be Telespar 2' x 2" x 36- 12 guage galvanized anchor or approved equivalent. 30 2524-9270M PERF MTD SQUARE STEEL TIKE MOST ANCHOR, BREAM -NAY CONCRETE IMSTALL. Refer to Tabulation 190-51 and P Sheets foe information. Post anchors shall be Telespar 2" a 2- x 36" 12 guage galvanized anchor or approved equivalent. 31 2SM-9325001 TYPE A SIGNS SHEET ALIMINPI Refer to Tabulation 1% 51, 190-66 and P Sheets for Information. 32 9010 -160 -A -e TRAFFIC SIGNRL Refer to N Sheets for traffic signaldzation. 33 2526-8285000 CD/STRUCTION SURVEY Staking of temporary easment boundaries is included with this Stem. 34 2527-9263109 PAINTED PAVEMENT MARKINGS, MTERBORNE M SOLVENT BASED Refer to Tabulation 108-22 and P Sheets for locations and information. ESTIMATE REFERENCE INFORMATION 1 FeWatdl b uMion 108-29 and P Sheets for locations and orientation. Refer to 8 Sheets for special details. 36 2527-9263189 PAVEMENT MNRINCIS RRElaW/� ions and 7'r1(p }gip �dlRefels nd 1 �1Ea eted via high ' Rod for tpressure water blasting. No other removal methods will b. Removal of Pavement markings and emallwxd. 37 2529)265399('p SYMBOLS���lryryryFFFa...lpppBlbL EG A 108- 9Dand for locations and information. Removal of pavement markings and symbols -p �egdwda� NIPplated via high pressure water blasting. No other removal methods will be allowed. 38 2528-844 `1lw r; RpsYil NIP Refer to J Sheets for traffic control and staging plan. No separate payment will be made for any traffic control devices as shown in the plan, but shall be included in this item. 39 2529-22423N 0 JOINT ASSEMBLY This item Is for CD Joint Assemblies at full depth patch locations. Refer to Tabulation 102-6C and the D Sheets for locations and Information. CD Joint Assemblies as required for standard/sllpform PCC paving will not be counted for payment under this item, but are considered incidental to other items. AB 2529-5878110 PATCH, FULL -DEPTH FINNISH BY AREA Refer to Tabulation 102-K and D Sheets for locations and information. Patch areas are approximate in both location and size. Actual patch locations will he determined by the Engineer upon Inspection. Certified Plant Inspection is required. 41 2529.5870111 PATCHES, FULL-DEPTM FINISH, BY AREA (50 FEET OR GREATER IN LENGTH) Refer to Tabulation 102-K and D Sheets for locations and information. Patch areas are approximate In both location and size. Actual patch locations will be determined by the Engineer upon Inspection. Certified Plant Inspection is required. 42 2529-MMIN PATCH, FULL -DEPTH FINISH BY COUNT Refer to Tabulation 102-6C and D Sheets for locations and Information. Patch areas are approximate 1n both location and size. Actual patch locations will ON, determined by the Engineer upon Inspection. 43 2529-8174010 SIIBBARE (PATCHES) Modified subbase will be required at all full -depth patches unless otherwise determined by the Engineer upon inspection of subsurface conditions. Were present, match depth of existing subbase, 6" minimum. 44 2533-4980085 MOBILIIATIM 45 2554-02MM VALVE goal EXTENSION This item 1s for valve box extensions to proposed grade at the southeast corner of the Benton St intersection. Actual valve box extension lengths shall be determined by field examination by the Contractor. Refer to Tabulation 104-10 and the D Sheets for locations and information. This item includes extmslmn of the valve stem so that the operating not Is between 5 and 6 feet from finished grade. 46 2599-9999089 FENCE, CEDAR, 72 IN Refer to the B Sheets for details and information. Refer to the D Sheets for locations. Permanent location of fence and gates shall be coordinated with the City and property avers but shall not he located within the public Right -of -buy. Orientation of gates shall be coordinated with the property owner. Refer to Section 2519 of the Iowa DOT Standard Specifications for additional relevant general fence construction information and requirements. Method of Measurement - Linear feet constructed, measured along the fence at the bottom of the pickets including gates. Basis of Payment - Payment will be at the contract unit price per linear foot of fence constructed. Payment is full compensation for furnishing all material and for construction of fence as provided herein, including clean up after the ark 1s complete. Excavation will not be, paid for separately. Material and labor required for installation of gates will he not be paid for separately. 47 2599-9999018 LICMING ThIs item is for street lighting along Mormon Trek Blvd between Melrose Ave and the city limits north of Hawkeye Park Rd. Refer to the N Sheets for information. This item does not include any lighting at the intersections of Rohret Rd/Cae Dr, W Benton St, or Cameron Way/Walden Sq. Method of Measurement - Lump Sum, no measurement will be made for this item. Basis of Payment - Payment will be at the Contract unit price for the lump sun amount for all lighting Work. Payment is full compensation for furnishing all material and for constructlmn of street lighting as described In the N Sheets. Materials, equipment, and construction shall be In accordance with the Iowa DoT specifications section 2523 Highway Lighting. a 2601-2639018 SODDING Refer to the Erosion Prevention plan (C Sheets) for sodding locations. Watering of sad is incidental. 49 2601-2612128 STARILIIING CROP - SEEDING AND FERTILIZINS (URBAN) This item shall only be used upon approval by the Engineer depending An the construction schedule and sod Installation. Estimated quantity 1s based on approximately half of the proposed sodding area requiring stabilizing crop. 60 2602-860803 SILT FENCE Refer to Tabulation 100-17 and C Sheets for locations. Actual locations of silt fence to be determined during construction. Si 2602.0000871 RE7M OkL OF SILT FENCE OR SILT FENCE FOR DITCH OBCNS Refer to Tabulation 108-17 and C Sheets for locations. Z 'O V/ 124 W Z O U W Z Q J Cl) LO r W Z Q J U Z C/) W a_ U O Cn C Q MI Lim W C1 Cl) C ralect No: 1131079 Sheet C.2 ESTIMATE REFERENCE INFORMATION Refer to Tabulation 100-17 and C Sheets for locations of proposed silt fence. 53 2602-0000309 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE^ 9 IN. DIA. Refer to Tabulation 100-19 and C Sheets for locations and information. This item includes water pollution control devices for inlet protection adjacent to areas of disturbed soil. 54 2602-8008350 REMOVAL OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE Refer to Tabulation 300 19 and C Sheets for locations and information. This item includes removal of water pollution control devices for inlet protection adjacent to areas of disturbed soil. 55 2602-MINIO MOBILIZATIONS, EROSION CONTROL Estimated quantity is based on one erosion control mobilization per construction stage. Actual quantity will be per the Erosion Control Implementation Plan provided by the Contractor and approved by the Engineer. 56 2602-0010028 MOBILIZATIONS, EMERGENCY EROSION CONTROL INDEX OF TABULATIONS Tabulation Tabulation Title Sheet No. C Sheets 6380.92 63+55.54 100 -OA ESTIMATED ROADWAY QUANTITIES (1 DIVISION PRO)ECT) C_1 100-1D PROJECT DESCRIPTION C_1 IN UP ESTIMATE REFERENCE INFORMATION C_1 - C.3 100-8 REMOVAL OF FENCE C.3 100-17 TABULATION OF SILT FENCES C.3 100 19 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE C.3 102-3 ACCESS POINTS AND SAFETY WES L4 102-6C FULL -DEPTH PATCHES C.4 104-5A INTAKES AND UTILITY ACCESSES C.4 104 -SC LIST OF SUBDRAIN WORK C.4 104-10 ADJUSTMENT OF FIXTURES C.5 105-4 STANDARD ROAD PLANS C.5 108-13A SAFETY CLOSURES C.5 108-22 PAVEMENT MARKING LINE TYPES C_5 - C.7 108-29 PAVEMENT MARKING SYMBOLS AND LEGENDS C.8 C.10 110-1 REMOVAL OF PAVEMENT C.3 110-4 CURB REMOVAL C.3 110-5 SIDEWALK REMOVAL C.4 110-8 REMOVAL OF PAVED DRIVES C.4 110-12A POLLUTION PREVENTION PLAN C.11 - C.12 110-15 REMOVAL OF INTAKES AND UTILITY ACCESSES C.3 110 17 CLEARING AND GRUBBING C_10 111-25 INDEX OF TABULATIONS Ll 112-4 CURBS AND RAISED ISLANDS C.3 113-1 SIDEWALKS C.5 190-51 MATERIALS FOR TYPE 'ASIGNS C.12 190-62 EXISTING SIGNS TO BE REMOVED C.10 190-66 SUMMARY OF TYPE 'A' SIGNS C.10 232-10 EME PAID ASH BORER C_5 19AATSIDFWALK CfMSTRAINTS C_5 FIt ED. vmAlciv C, t5 AM 8:23 IOWA FIR 100-17 84-20-1 TABULATION OF SILT FENCES Refer to IC201 Location Length Begin Station End Station Side Remarks 63+26.87 63+56.28 LT 42.0 64+45.19 64+67.21 IT 39.0 74+64.24 77,71.08 RT 335.0 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE Begin Station I End Station I Side 16 inch Dia 19 inch Dia 112 inch Dia 120 inch Dia 61+62.30 62+18.87 IT 57.0 6380.92 63+55.54 IT 36.0 62,67.13 63+57.13 300-08 90.0 63+70.81 63,76.41 IT 30.0 63+81.33 63+88.24 RT 44.0 64+14.48 BQ-17-18 RT 40.0 64+15.55 64+20.09 LT REMOVAL OF FENCE 64+92.91 LT 59.0 Removal of Field Fence is incidental to Clearing and Grubbing. 37.0 68+22.32 68+71.15 RT 50.0 69+00.85 71+20.32 Location 223.0 71+50.63 71+88.95 RT Type Length IF 72+44.01 LT Remarks from To Station OffsetStation I Offset .19 39.28' RT ]]+06.37 39.66' RT Wood 77+54.00 237.0 IT 10.0 77+73.49 75.38.53 75,38 39.73' AT ]5+36.71 43.62' RT Chain Link 78+38.80 78+39.39 RT 34.0 75+38.34 43.62' AT ]5+36.47 53.41' RT Chain Link 2.0 12.0 Remove and Reinstall 75+69.47 39.67' RT ]5.69.4] RT BE Chain Link 7.0 60.0 84+95.62 85+17.41 75+36.47 22.0 RT 76,36.05 56.73 56.64' RT Chain Link 10.0 Remove and Reinstall 76+36. 39.73' 04 39.78' RT 76+36.05 49.64' RT Chain Link 10.0 85+62.80 IT 26.0 76+70.0 49.64' RT 76+36.06 9. RT Chain Link 10.0 Remove and Reinstall 76+70.722 39.59' RT 76+70.73 4 49.5959 ' RT Chain Link 10.0 34.0 94+78.93 95+00.96 76,.73 49.59' RT 76+70.73 59.59' RT Chain Link 10.0 Remove and Reinstall 77+0505.70 39.66' AT 7+05.70 49.55' RT Chain Link 10.0 77,05. 70 49.55' AT 77+05.71 59.55' RT Chain Link 37.0 Remove and Reinstall FIt ED. vmAlciv C, t5 AM 8:23 IOWA FIR 100-17 84-20-1 TABULATION OF SILT FENCES Refer to IC201 Location Length Begin Station End Station Side Remarks 63+26.87 63+56.28 LT 42.0 64+45.19 64+67.21 IT 39.0 74+64.24 77,71.08 RT 335.0 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE Begin Station I End Station I Side 16 inch Dia 19 inch Dia 112 inch Dia 120 inch Dia 61+62.30 62+18.87 IT 57.0 6380.92 63+55.54 IT 36.0 62,67.13 63+57.13 RT 90.0 63+70.81 63,76.41 IT 30.0 63+81.33 63+88.24 RT 44.0 64+14.48 64+17.94 RT 40.0 64+15.55 64+20.09 LT 42.0 64+36.30 64+92.91 LT 59.0 64+30.07 64+64.92 RT 37.0 68+22.32 68+71.15 RT 50.0 69+00.85 71+20.32 RT 223.0 71+50.63 71+88.95 RT 40.0 71+79.96 72+44.01 LT 64.0 74+60.52 77+59.58 RT 303.0 76+65.10 77+09.11 LT 44.0 77+54.00 F IT 10.0 77+73.49 70+49.59 IT 76.0 77+87.68 77+93.36 AT 68.0 78+38.80 78+39.39 RT 34.0 78+41.28 78+51.77 RT 15.0 78+56.42 78+87.24 RT 57.0 78,61.96 78+66.25 RT 24.0 81+53.81 83+43.81 RT 190.0 84+55.05 85+15.05 RT 60.0 84+95.62 85+17.41 LT 22.0 85+22.10 85+28.32 RT 10.0 85+30.25 85+31.35 LT 26.0 85+29.50 85.30.35 RT 23.0 85+58.25 85+59.07 AT 19.0 85+61.99 85+62.80 IT 26.0 85+60.78 85+68.54 RT 12.0 85+76.97 85+97.31 IT 21.0 85+75.83 86+75.83 RT 100.0 88+52.72 91+02.72 RT 250.0 94+02.30 94+35.43 IT 34.0 94+78.93 95+00.96 RT 22.0 94+84.68 95+20.18 IT 35.0 96,16.28 97+27.74 RT 111.0 96+54.67 97+27.76 IT 63.0 Remarks Includes inlet protection Includes inlet protection Inlet protection Includes inlet protection Includes inlet protection 104-5A 10-15-13 INTAKES AND UTILITY ACCESSES Bid Item ^ For SW 545 Type or Form Grade Bottom Well Extension No. Location Station Standard Length^^ Notes Road Plan^ Elev. Elev. FT ST -1 77+56.51, 24.55' AT SW -401 ]11.9 ]04.0 48" Dia. Lid shall have Iowa City logo ST -2 77+56.51, 33.50' RT SW -510 711.6 708.0 Lid shall have Iowa City logo Project No: 1$1079 Sheet C.3 Z 0 U CQ C 0 Z z 0 LL Z C^ ILNQN W W ii. > Z a Z LU _ 0 0 v U z O Wa C/)z W cn Q H Q J P: M Z Q 06 0 MY Lf ~ 0 LU LL! F 0 z C< C J � w N Project No: 1$1079 Sheet C.3 1■ ACCESS POINTS AND SAFETY RAMPS Refer to Cross -Sections Length of unclassified pipe calculated is based on using Reinforced Concrete Pipe. SIDEWALK REMOVAL w� Adjustment Begin Eno s Refer to 9-210 i Refer to EN -501. Remarks 1 Station Station Sy 2 a Refer to EW -501 or EW -set. 64.27.38 64+fi].35 50.7 MI corner o7 Rohret Rd Dia. ' LE Predetermined for access Dint not constructed with this ro e t. 44.5 NE corner of Cae Dr Connected Pipe Ioints• 61.36.906'+82.30 Granular Material 52.3 Location Type Length of Opening Qi 63+64.92 (2) 1 1 O f 1 FULL -DEPTH PATCHES Pipe CulvertO 71+85.80 160.6 Driveway SurfaceAre a Driveway Surfacing ri �g �g r1 78+72.28 127.4 W of W Benton St Minor Mjustment, Approxioately 2' down 78+37.44 Refer to Standard Roads Plans PR -101 PR -102 PR -103 PR -104 and PR -140. I R 1 rR sR 309.7 SE corner of W Benton St ]8+16.]0 Aprons Location 46.7 (�1� 1 29 Station Side Safety Nay, Dropped Dropped L1, NE corner of Cameron May ase ch 85+08.25 BT Pip Size Lt. Rt. Anchor MM PCC erial LVT9`i`1A SW corner of Walden Sq 85+78.31 on Predetenine0' Curb Curb 88+56.60 Station RT PCC 298.0 265.8 Ltngth patch With thout C R C IN4 Composite bt ]Dint Subbase w Patch Subpraln 'Co' 2 LF LG FT FT FT FT I Length Width Thickness TON Patches 68+8].69 RT C Ioints - , i 71.35.84 RT C 1 Exist. M.e Exist. N/A PR 481 or PR -340 31.1 �11-, 11 C� LIST OF SUBDRAIN WORK Rehr to M-121, DR -201, DR -203, DR -331, OR 302, DR -303, DR -384, and DR -305 SAFETY CLOSURES Refer to Section 2518 of the Standard Specifications Station ROM Closure4 eat Remarks Iv 68+88.00 1 Stage 1 71+36.00 1 Stage 1 85+50.00 1 Stage 7 64+00.00 1 Stage 9 85+50.00 1 Stage 9 a� SIDEWALK REMOVAL w� Adjustment Begin Eno Area Remarks 1 Station Station Sy 2 102- 64.27.38 64+fi].35 50.7 MI corner o7 Rohret Rd Dia. 64+14.35 64+55.94 44.5 NE corner of Cae Dr Connected Pipe Ioints• 61.36.906'+82.30 Granular Material 52.3 10-21-1 Remarks 63+28.23 63+64.92 25.2 SM corner of Rohret Rd FULL -DEPTH PATCHES 68.28.47 71+85.80 160.6 Along MidYaerlcan property M-121 78+36.60 78+72.28 127.4 W of W Benton St Minor Mjustment, Approxioately 2' down 78+37.44 Refer to Standard Roads Plans PR -101 PR -102 PR -103 PR -104 and PR -140. 11 74+73.32 ]]+89.15 309.7 SE corner of W Benton St ]8+16.]0 85+61.08 Location 46.7 Mr corner of Walden Sq Dimension 85+58.5586,03.]5 PCC Patches 59.3 NE corner of Cameron May ase ch 85+08.25 85+30.23 'CT' 'EF' F3oir[5 Anchor 85.07. 11 85+31.98 24.1 SW corner of Walden Sq 85+78.31 RT PCC 20.5 52.2 88+56.60 Station RT PCC 298.0 265.8 96+17.13 patch With thout C R C IN4 Composite bt ]Dint Subbase w Patch Subpraln 'Co' Connt Lane Length Width Thickness Dowels �Oowwl� Patches NM4 Ioints ]mints RenovalMilepost Remarks PR-IB3R-302 PR -304 p0.-340 PR -101 PR 481 or PR -340 PR-Iel L R or B FT FT IN SY SV SY SY TDN SV SY No. No. No. W. No. 1 61.63.82 R 30.0 11.5 8.0 38.3 18.1 1 2 61+64.35 L 53.0 Varies 8.0 89.5 89.5 2 3 71+81.87 L 60.0 11.4 8.0 76.3 76.3 2 4 76+66.86 L 40.0 11.3 8.0 50.5 58.5 1 5 78+54.74 L 47.1 Varies 8.0 51.7 51.7 3 6 78.35.84 L 40.4 11.4 8.0 4.0 51.] 3 ] ]8+35.6] C 19.7 11.0 8.0 2 2.0 26 .0 1 8 85+96.3] R 20.2 11.3 8.0 255.4 25.4 0 9 86+35.7] R 39.8 11.4 8.0 50.5 56.5 1 19 94+02.69 L 58.2 18. 8.0 73.9 73.9 2 11 %+80.97 R 28.0 11.64 8.0 25.4 25.4 B 12 %+85.97 L 33.8 11.5 8.0 42.9 42.9 1 13 96+65.76 L 60.6 31.3 8.0 ]].2 71.2 2 LIST OF SUBDRAIN WORK Rehr to M-121, DR -201, DR -203, DR -331, OR 302, DR -303, DR -384, and DR -305 SAFETY CLOSURES Refer to Section 2518 of the Standard Specifications Station ROM Closure4 eat Remarks Iv 68+88.00 1 Stage 1 71+36.00 1 Stage 1 85+50.00 1 Stage 7 64+00.00 1 Stage 9 85+50.00 1 Stage 9 a� SIDEWALK REMOVAL w� Adjustment Begin Eno Area Remarks 1 Station Station Sy 2 7741, LT 64.27.38 64+fi].35 50.7 MI corner o7 Rohret Rd Dia. 64+14.35 64+55.94 44.5 NE corner of Cae Dr Connected Pipe Ioints• 61.36.906'+82.30 Granular Material 52.3 SE corner of Cae Or Remarks 63+28.23 63+64.92 25.2 SM corner of Rohret Rd 78+49, LT 68.28.47 71+85.80 160.6 Along MidYaerlcan property M-121 78+36.60 78+72.28 127.4 W of W Benton St Minor Mjustment, Approxioately 2' down 78+37.44 78+74.25 62.5 ME corner of W Benton St 11 74+73.32 ]]+89.15 309.7 SE corner of W Benton St ]8+16.]0 85+61.08 85+84.15 46.7 Mr corner of Walden Sq RT 85+58.5586,03.]5 81+60.66 59.3 NE corner of Cameron May PCC 337.6 315.5 85+08.25 85+30.23 34.8 SE corner of Cameron May %+9fi.91 85.07. 11 85+31.98 24.1 SW corner of Walden Sq REMOVAL OF PAVED DRIVES • Not a Bid Le - Location I Area I Sar Cut' Remarks 71+35.84 RT 19.0 47.7 • Not a bid itee Type of Fixture Adjustment Location Pipe Aprons outlets 1 75+46, RT Water Valve Minor Adjustment, Incidental to street Paving and Grading Operet ons 2 7741, LT No. Station to Station type of Installation Concrete C.M.P., C.M.P. Coated, or Dia. Length DR -201 M-203 I M-303 I DR -305 Connected Pipe Ioints• Trench Oraln Granular Material Porous Backfill ll' Class -A' Crushed Stone' Remarks RT Maniple Casting Minor Adjustment, Approxieately 3- up Plastic 78+49, LT Gas Valve Mjust By Others, Contractor Coordinate with M1d9aerican Energy 8 7&64, LT M-121 Mjust By Others, Contractor Coordinate with Midamerian Energy Blanket 85+13, RT Manhole Casting Minor Mjustment, Approxioately 2' down Md.Location Type of Fixture Adjustment Station e4-16-13 1 75+46, RT Water Valve Minor Adjustment, Incidental to street Paving and Grading Operet ons 2 7741, LT Water Valve Minor Mjusteent, Incidental to Sidewalk Paving and Grading Operations 3 77+86, RT Water Valve Valve Box Extension, Approximately 18- up 4 77+88, RT Water Valve Valve Box Extension, Approxinetely 16- up 5 77+88, RT Water Valve Valve Box Extension, Approxioately 16' up 6n+98, RT Maniple Casting Minor Adjustment, Approxieately 3- up 1 78+49, LT Gas Valve Mjust By Others, Contractor Coordinate with M1d9aerican Energy 8 7&64, LT Gas Valve Mjust By Others, Contractor Coordinate with Midamerian Energy 9 85+13, RT Manhole Casting Minor Mjustment, Approxioately 2' down 10 85+14, RT Manhole Casting Minor Adjustment, Approximately 4- down 11 85+63, LT Water Valve Minor Mjustment, Incidental to Street Paving Operations 3 O_ o 3 v _ U vi o L w� 3 ism O NNa z 3 0� Ow mp u, Lo $' Ln Z _ O Q U C Z Z 0 0 LL LL Z W Cl) LJJ > Z a Z W _ 0 0 v U zz O LJJQ Cl) Z WC/) Q F• Q J F M Z aiS Q 0L� a LL r 0 W W H Q C� L J F_ qq W Project No: 1151079 Sheet CA 110-1 e4-16-13 REMOVAL OF PAVEMENT Refer to Tabulation 102-5 • Mot a Bid Item Begin Erd Pavement Mea Saw Cut. Station Station Side Type Remarks SY if 62+75 IF64+46.9 RT PCC 263.5 63+34.70 63+89.12 LT PCC 117.1 141.5 64.04.16 64+91.05 LT PCC 215.4 183.5 74+89.23 ]8+16.]0 RT PCC 349.0 448.8 78.27.06 78+66.63 RT PCC 127.2 124.2 81+60.66 8341.30 BOTH PCC 337.6 315.5 84+56.73 85+39.61 RT PCC 115.1 138.6 %+9fi.91 85+%.10 LT PCC 293.7 1]3.5 85+55.]2 85+78.31 RT PCC 20.5 52.2 88+56.60 %+99.53 RT PCC 298.0 265.8 96+17.13 97+26.66 RT PCC 201.3 155.2 3 O_ o 3 v _ U vi o L w� 3 ism O NNa z 3 0� Ow mp u, Lo $' Ln Z _ O Q U C Z Z 0 0 LL LL Z W Cl) LJJ > Z a Z W _ 0 0 v U zz O LJJQ Cl) Z WC/) Q F• Q J F M Z aiS Q 0L� a LL r 0 W W H Q C� L J F_ qq W Project No: 1151079 Sheet CA mgth of unclassified pipe calc ed lefer to MI -210 refer to EW -503. refer to EW -501 or EW -502. •e determined for access Dint not coos Location Type Station 15il Safety Ramq, m vredKeninedt 68+8 .69 RT C 1 71+35.80 RT C 1 ACCESS POINTS AND SAFETY RAMPS Refer to Cross -Sections N"m"-:,, 1s based on using Reinforced Concrete Pipe. r - Len of Opening Qi O/\O Case OPPNDropped Curb N Curb 30.0 Exist. Pipe CulvertO 9 Slee LmgPtb Lt. -DEPTH PATCHES 31.1 Driveway Surfacing Material 108 -IM 08-02-61 CLOSURES Refer to Section 2518 of the Ste and 5 dfi Station cations ClosReverks ure i Road Matard 68+88.00 1 Stage 1 ]1.36.0: 1 Stage 1 64+00.00 1 Stage 2 asM .00 1 Stage 2 85+04.00 1 Stage 3 Reearks Location Type of Fixture Adjustment SIDEWALK REMOVAL Begin Station Without Area SY Remarks C site Subbase Subbase Patch Patch Subdrain 77+81, IT Water Valve Station Lane length Wioth PatchWith Dowels bowels C 0 C Valve Box Extension, Approximately 16" up 10-21- patches May 'EF' ]Dint 63+82.30 ants Count or Minor Adjustment, Approximately 3- up 7 78+49, IT Thickness 63+64.92 25.2 SW corner of Rohret Rd Paid s Adjust By Others, Contractor Coordinate with Midsnerican Energy 9 85+13, RT 68+28.47 71+85.80 160.6 MSlepost Manhole ting Minor Adjustment, Approximately a- dam 11 85+63, IT PR -103 PR -192 PR -101 W of W Benton St WE corner of W Benton St PCC I M-101 or 138.3 PR -180 I M-181 83+41.30 'EF' l R or B FT FT IN I SY I SY ISV SE corner of W Benton St SY TON SY SY No No. 1 60+13.82 R 30.0 11.5 9.0 38.3 Remarks 52.2 8.3 86+03.75 50.3 1 2 61,64. 35 L 53.9 Varies 8.0 89.5 _ 85+30.23 85+31.98 34.8 24.1 89.5 No. No. 2 3 71+81.87 L 68.0 11.4 8.0 76.3 76.3 2 4 76+66.86 L 40.0 11.3 8.0 50.5 50.5 1 5 77+54.70 L 47.1 Varies 8.0 51.7 SIJ 3 6 78+15.84 L 40.4 11.4 8.0 51.7 51.7 1 1 78.35.47 C 19.7 11.0 8.0 24.0 24.0 1 8 85+96.37 R 20.2 11.3 8.0 25.4 .4 0 9 86+35.77 R 39.8 11.4 8.0 50.5 1 10 94+82.69 L 58.2 10.4 8.0 25.9 2 119440. BB R 28.0 11.4 8.8 25.4 25.1 0 12 94+85.97 1 33.8 11.5 8.B 42.9 12.9 1 13 96+65.76 L 60.1 11.3 8.0 72.1 91.2 2 108 -IM 08-02-61 CLOSURES Refer to Section 2518 of the Ste and 5 dfi Station cations ClosReverks ure i Road Matard 68+88.00 1 Stage 1 ]1.36.0: 1 Stage 1 64+00.00 1 Stage 2 asM .00 1 Stage 2 85+04.00 1 Stage 3 Reearks LIST OF SUBDRAIN RK Refer to OR -121, W-201, OR 203, OR -301, DR -302, DR- M-300, and DR -305. Not a Did item Location Pipe brans Outlets Connected Pipe Trench Granular Porous Class "A" Type of Concrete C.N.P., lo1Ms• grain terial Backfill- Crushed Nd. Statim to Station Installation C.M.P. Coated r Dia. Length D0.-201 IXC -203 O0.-303 DR -305 Stone* ADJUSTMENT OF FIXTURES W Location Type of Fixture Adjustment SIDEWALK REMOVAL Begin Station In, station Area SY Remarks Water Va venor Adjustment, Inc enta to Street Paving an row ng Operations 2 77+81, IT Water Valve imr Adjustment, Incidental to Sidewalk Paving and Grading Operations 3 64+27.18 64+14.35 64+67.35 64+55.94 50.7 44.5 W corner of Rohret Rd WE corner of Cam or 182-M Water Valve Valve Box Extension, Approximately 16" up 10-21- 9/+88, RT 63+36.90 63+82.30 52.3 SE corner of Coe Or Manhole Casting Minor Adjustment, Approximately 3- up 7 78+49, IT 63+28.23 63+64.92 25.2 SW corner of Rohret Rd Gas Valve Adjust By Others, Contractor Coordinate with Midsnerican Energy 9 85+13, RT 68+28.47 71+85.80 160.6 Along Midveerican property Manhole ting Minor Adjustment, Approximately a- dam 11 85+63, IT 77+36.60 78+37.44 78+72.28 78+74.25 127.4 62.5 W of W Benton St WE corner of W Benton St PCC 337.3 138.3 8+60.66 83+41.30 'EF' anchor 377.0 315.5 74+73.33 ]]+89.15 309.7 SE corner of W Benton St 'CT' Idiots Lugs 85+%.38 IT 85+61.09 85+84.15 40.7 W corner of Walden Sq ]o1Ms RT Reamval Remarks 52.2 85+58.55 86+03.75 50.3 WE corner of Cameron Way PR -101 15.8 96+1].13 97+26.66 RT 85+08.25 85+07.11 _ 85+30.23 85+31.98 34.8 24.1 SE corner of Cameron Way SW corner of Walden Sq No. No. No. LIST OF SUBDRAIN RK Refer to OR -121, W-201, OR 203, OR -301, DR -302, DR- M-300, and DR -305. Not a Did item Location Pipe brans Outlets Connected Pipe Trench Granular Porous Class "A" Type of Concrete C.N.P., lo1Ms• grain terial Backfill- Crushed Nd. Statim to Station Installation C.M.P. Coated r Dia. Length D0.-201 IXC -203 O0.-303 DR -305 Stone* ADJUSTMENT OF FIXTURES W Location Type of Fixture Adjustment station Begin End 5+46, RT Water Va venor Adjustment, Inc enta to Street Paving an row ng Operations 2 77+81, IT Water Valve imr Adjustment, Incidental to Sidewalk Paving and Grading Operations 3 77+86, RT Water Valve Valve Box Extmsim, Approximately 18" up 4 7.7+88, RT Water Valve Valve Box Extension, Approximately 16" up 5 9/+88, RT Water Valve Valve Box Extension, Approximately 16' up 6 91+98, RT Manhole Casting Minor Adjustment, Approximately 3- up 7 78+49, IT Gas Valve adjust By Others, Contractor Coordinate with MidAmerican Energy 8 788+4, IT Gas Valve Adjust By Others, Contractor Coordinate with Midsnerican Energy 9 85+13, RT Manhole Ca ng Minor Adjustment, Approximately 2" down 10 85,14, RT Manhole ting Minor Adjustment, Approximately a- dam 11 85+63, IT Water Va ve Minor Adjustment, Incidental to Street Paving Operations REMOVAL OF PAVED DRIVES • Not a Bid It. Location I Area ISM Cut -Remarks 71+35.84 RT 19.0 REMOVAL OF PAVEMENT Refer Lo Tabulation 102-5 Remarks • Not a Bid Item Begin End Pavement Mea Saw [ Station Station Sid, Ty Pe Remarks SY LF 61+86.9 PCC 533.3 243.5 63+34.16 6W89.32 LT PCC 117.4 181.5 64+09.16 68+91.05 IT PCC 315.0 183.5 78+89.23 78+16.70 RT PCC 349.0 448.8 78+27.66 78+66.63 RT PCC 337.3 138.3 8+60.66 83+41.30 BOTH PCC 377.0 315.5 144.96.91 85+99.61 RT PCC 115.7 138.5 85+%.38 IT PCC 293. 173.5 IS+72 85+55.72 85+97.33 RT PC[ 20.5 52.2 88+56.63 90+99.53 RT PCC 298.0 15.8 96+1].13 97+26.66 RT PCC 201.3 3555.3 Q 3 O m „a4 3 rc<m O aa� �o Z O C¢ U C Z Z 0 O p LL Z C/) W W F-- > Z a Z W p U U z O W a C/7 Z w !/1 Q � Q J r M Z 06 Q O RJ LL ~ o LJJ W F- 0 Q c� C J i= W ProjectNo: 1151079 Sheet CA STANDARD ROAD 10-17-17 Silt Fence 84-18-17 Perimeter and Slope Sediment Control Devices 10-20-15 Chain Link Fence Construction 10-20-15 PCC Driveways and Alleys 10-20-15 Detectable Warnings and Pedestrian Ramp 04-16-13 Line Types M-21-15 Symbols and Legends M-19-11 Two -Lane Roadway with Two -May Left Turn Lane 10-21-14 Full Depth PCC Patch with Dowels M-21-15 Subbase Patches 10-1]-17 3olnts 10-18-1fi PCC Curb Details 84-19-16 Locations - Type 'A' Signs 04-21-M Trench Bedding and Backfill Zones 04-18-17 Rigid Gravity Pipe Trench Bedding as -21-09 Circular Storm Sewer Manhole 10-21-14 Double OpenThroatCurb Intake, Large Box 04-21-15 Castings for Storm Sewer Manholes 04-16-13 Work Not Affecting Traffic (Two -Lane or Multi -Lane) 84-19-16 Routes Closed to Traffic 84-21-15 Work Within 15 ft of Traveled Way 10-15-13 Lane Closure on Divided Highway 04-19-16 Lane Closure on Undivided Highway BA -15-14 Closure of Two Adjacent Lanes on Undivided Highway 18-18-11 Pedestrian Detour FILED 2818M Y 29 AH 9= CITY CLERK/, 1041A CITY, 10 110-u 84-16-1? REMOVAL OF INTAKES AND UTILITY ACCESSES Mo. Locatim/Description Type Remarks 1 Sta. 11,11 11, Rsgnt Si a Intake SIDEWALK CONSTRAINTS t s: Widths listed in the S sheets are minimus. Cross Slopes: Construct all sidewalks, curb ramps, and landings/turning spaces At a target cross slope of 1.5%. Cross slopes exceeding 2.8% will not he allowed, except for areas tying into existing pavement. In these areas, transition from existing pavement cross slope to a cross slope of less than 2.0% within one panel at a rate not to exceed 1.0% per foot. Longitudinal Slopes: a. Sidewalk: I. Roadway slope exceeds 5.0%: Sidewalk longitudinal slope exceeding the roadway slope by more than 2.0% Will not be allowed. fi. Roadway slope 5.0% or less: Sidewalk longitudinal slope exceeding 5.0% will not be allowed. b. Ramps: I. Ramps 15.0' in length or less: Longitudinal slope exceeding 8.3% will sot be allowed. ii. Ramps greater than 15.0' in length: Construct with the longitudinal slope necessary to conform to the design. Landing/Turning Spaces: Longitudinal slopes exceeding 2.0% will not be allowed. 232-10 141-11-1 EMERALD ASH BORER ispose of all wood Material generated as a result of clearing aWar grubbing according to the Iowa Department of Agriculture and Land Stewardship's Emerald Ash Borer (EAB) Quarantine Order. For sore information refer to http://..i.treepest,.cu/eab regulati.,.ht.l. z Q E 8 _m V m $ 3 run$ p9 zn z� �y mph �Um W ra, d OF TYPE 'A' 190-66 10-21-14 SIGNS Sign fasaber Quantity Size it Total Sin Area Q EACH IN SF R3-17 24 24 X 16 72.0 13-17bP 2 24 X 8 2.7 M-4 1 36 X 30 7.5 R4-11 7 30 X 30 43.8 W4-2 5 36 X 36 45.0 R3-98 17 24 X 36 102.0 W16 -N 2 24 X 18 6.0 z Q E 8 _m V m $ 3 run$ p9 zn z� �y mph �Um W ra, d Z 0 Q U � 0 Z Z ° 108-22 p Ll '^ W W< LU `WLU /Z 06-16-13 Z LU - p U PAVEMENT MARKING LINE TYPES O LUQ Cl) Z Lil C/) Q P7- Q J � See PM 110 Q�// O ryry w LW. ~ -w 0 LU 'BCY4 - Place on the same side of the roadway to match existing markings near the project. '*MV4 - Factor of 1.08 as value includes number of 4 -inch passes to cover median nose area. Q Ca G J I= '•NPY4 - For estimating ur ses only. No Passing Zone Lines will be located In the field. LU BCY4: Broken Centerline (Yellow) Q 0.25 DCY4: Double Centerline (Yell.) @ 2.00 NPY4: No Passing Zone Line (Yellow) e 1.25 8LW4: Broken Lane Line (White) f 0.25 BLW6: Buffered Lane Line (Mite) Q 2.50 ELY4: Edge Line Left (Yell.) Q 1.00 SLW2: Stop Line (Mite) Q 6.00 SLW4: Solid Lane Line (Mite) Q 1.80 COWS: Crosswalk Bar (Mite) f 9.00 DLW4: Ooited Line (Mite) f 0.33 CNYB: Channelixi Line (Yellowl N 2.00 CLINE: Crosswalk Line Mite 3.00 CIMS: Channellzin Line Mite 2.BB CLOS: Crosswalk Line(Whitel 0 3.041 Location L h Line T Unfxtored Mr. of side g 4• DCY4 NPY4•• BLWS SLW6 ELY4 SLW2 SLWa CBW6 01314 CHIS [Liss CWS CLW6 Remarks Road IO Station to Sta[Son Marking Type Travel l [ R STA TA STA STA STA STA STA STA STA STA T TA STA STA STA Mormon Trek 29+84.64 33+70.66 BOTH Waterborne/Solvent Paint X 7.79 2.19 Use CM'S as Median hatch Mormon Trek 34+31.98 40+74.59 SB Waterborne/Solvent Paint X 6.43 Mormon Trek 41+41.78 50+70.85 SB Waterborne/Solvent Paint X 8.84 1.00 Mormon Trek 34+32.10 40+66.64 BOTH Waterborne/Solvent Paint X 12.70 Mormon Trek 34+32.10 40+66.64 Ne Waterborne/Solvent Paint x 5.85 1.00 Moorman Trek 41+42.01 50+70.00 BOTH Waterborne/Solvent Paint X 18.56 Mormon Trek 41+42.01 50+78.041 NB Waterborne/Solvent Paint X 8.83 1.00 MormonTrek 51+52.26 55+416.42 BOTH Waterborne/Solvent Paint X 7.08 Mormon Trek 51,52.26 55+86.42 NB Waterborne/Solvent Paint X 3. SO 1.00 Mormon Trek 51,12.06 55+05.97 58 Waterborne/Solvent Paint x 3.08 1.08 Mormon Trek 55+82.86 63+29.06 58 Waterborne/Solvent Paint x 6.96 1.00 Mormon Trek 55+82.86 61.78.76 BOTH Waterborne/Solvent Paint X 11.92 Mormon Trek SS+82.86 63+02.76 NB Waterborne/Solvent Paint x 7.20 Mormon Trek 61.78.76 63+53.76 BOTH Waterborne/Solvent Paint X 1.75 Morman Trek 62+51.76 63+51.76 NB Waterborne/Solvent Paint x 1.0 Mormon Trek 63+02.76 63+52.76 NB Waterborne/Solvent Paint X 1.00 Mormon Trek 63,12.76 NB Waterborne/Solvent Paint x 0.27 Mormon Trek 63+56.97 63+64.55 BOTH Waterborne/Solvent Paint X 0.54 6'x3 at 6' on center Rohret Rd 63+74.84 64+00.56 EB Waterborne/Solvent Paint x 0.26 Rohret Rd 63+75.89 64+14.90 BOTH Waterborne/Solvent Paint X 0.42 6'x3' at 6' on center Cae Or 63+83.70 64+10.82 BOTH Waterborne/solvent Paint X 0.40 8'x3' at 6' on center Cam Or 63+98.38 64+12.68 WB Waterborne/Solvent Paint X 0.14 Mormon Trek 64+22.69 64+34.19 BOTH Waterborne/Solvent Paint X 0.64 8'x3' at 6' on center Nosmon Trek 64+39.55 SB Waterborne/solvent Paint X 0.33 Mum on Trek 64+39.55 64+89.55 SB Waterbarne/Solvent Paint X 1.00 !boon Trek 66+39.55 65+44.98 58 Waterborne/ Solvent Paint X 1.05 Momon Trek 64+38.55 6&19.97 BOTH Waterborne/ Solvent Paint X 1.81 Woman Trek 64+40.98 74+92.92 NB Waterborne/ Solvent Paint X 10.52 Mormon Trek 64+89.55 75+26.27 SB Waterborne/Solvent Paint X 10.37 Mormon Trek 66+19.97 75+26.27 BOTH Waterborne/Solvent Paint x 18.12 Mormon Trek 74+92.92 7&27.14 NB Waterborne/ Solvent Paint X 4.03 Norman Trek 7&27.14 77+59.01 NB Waterborne/Solvent Paint X 1.32 1.32 Mormon Trek 76+27.14 77+59.94 BOTH Waterborne/Solvent Paint x 2.79 1.00 Use CHhS as median hatch Mormon Trek 7&27.14 77+60.04 SB Waterborne/ Solvent Paint X 0.83 0.50 Mormon Trek 77+59.01 NB Waterborne/Solvent Paint X 0.2B Mormon Trek x+64.01 77+72.01 BOTH Waterborne/Solvent Paint X 0.72 8'x3' at 6' on center W Benton St "+91.45 78+36.73 BOTH Wamroorm/Solvent Paint X 0.64 B'x3' at 6' on center W Benton St 7 17.33 78+37.70 WB Waterborne/Solvent Paint X 0.20 W Benton St 78+16.37 78+25.24 BOTH Waterborne/Solvent Paint x 1.43 Mormon Trek 78,10.62 78+60.64 BOTH Waterborne/Solvent Paint X 0.56 8'x3' at 6' on center Mormon Trek 78+64.98 SB Waterborne Solvent Palot X 41.28 z Q E 8 _m V m $ 3 run$ p9 zn z� �y mph �Um W ra, d 1 Project No: 1151079 11 Sheet C.5 Z 0 Q U � 0 Z Z ° - p Ll '^ W W< LU `WLU /Z Q Z LU - p U U z O LUQ Cl) Z Lil C/) Q P7- Q J � M Q�// O ryry w LW. ~ -w 0 LU W F 0 Q Ca G J I= 'Cf LU 1 Project No: 1151079 11 Sheet C.5 STANDARD ROAD 10-1)-1J Silt Fence 04 -18 -ll Perimeter and Slope Sed If Control Devices 10-2015 Chain Link Fence Construct 10-20-15 PCC Driveways and Alleys 10-20-15 Detectable Warnings and Pedestr Ramp 04-16-13 Line Types 04-21-15 Symbols and Legends 04-19-11 Two -Lane Roadway with Two -Way Left Turn me 10-21-14 Full Depth PCC Patch with Dowels 04-21-15 Subbase Patches 10-1)-17 Joints 10-18-16 PCC Curb Details 04-19-16 Locations - Type 'A' Signs 04-21-09 Trench Bedding and Backfill Zones 04-18-17 Rigid Gravity Pipe Trench Bedding 04-21-09Circular Storm Sewer Manhole 10-21-14 Double Open-Thmat Curb Intake, Large Box 04-21-15 Castings for Storm Sewer Manholes 04-16 13 Work Not Affecting Traffic (TwoLaneor Multi Lane) 04-19-16 Routes Closed to Traffic 04-21-15 Work Within 15 ft of Traveled Way 10-15-13 Lane Closure on Divided Highway 04-19-16 Lane Closure on Undivided Highway 04-15-14 Closure of Two Adjacent Lanes on Undivided Highway 10-18-11 Pedestrian Detour 110-1'. 04-16-1: REMOVAL OF INTAKES AND UTILITY ACCESSES No. Location/Description Type Remarks 1 Sta. 7856.52, Right Side Intake Widths listed in the S sheets are minimums. Cross Slopes: Construct all sidewalks, curb ramps, and landings/ turning spaces at a target Cross Slope of 1.5%. Cross slopes exceeding 2.0% will not be allowed, except for areas tying into existing pavement. In these areas, transition from existing pavement cross slope to a cross slope of less than 2.0% within one panel at a rate not to exceed 1.0% per foot. Longitudinal Slopes: / a. Sidewalk: 1. Roadway slope exceeds 5.0%: Sidewalk longitudinal slope exceeding the roadway slope by­mdre than 2.0% Will not be allowed. / ii. Roadway slope 5.0% or less' adewalk longitudinal slope exceeding 5.0% not be allowetl. b. Ramps: i. Ramps 15.0' 1 ength or less: Longitudinal slope exceeding % will not be allowed, fi. Ramps eater than 15.0' in length: Construct with She to tudinal slope necessary to conform to the design. Spaces: slopes exceeding 2.0% will not be allowed. .' M U N r N %Jett N.: 1157079 Sheet C.5 Z o � n 232-10 a 0 m 1e -n-1 Z leg -22 n Q EMERALD ASH BORER U. V N o 3 Dispose of all wood material generated as a result of clearing IL and/or grubbing according to the Iowa Department of Agriculture LJJ W 0a-36-13 rc 8 and Land Stewardship's Emerald Ash Borer (EAB) Quarantine Order. a Z LU _ S For more information refer to http://w.w.i.treepests.comleab_regulations.html. v U z O 15 <��/� Z FIT 1111 a0 See PMO a J � M 'BCV4 - Place on the same side OF 0 $ 190-66 cover median nose area. 10-21-1 LJJ LU '^NPY4 For estimating purposes only. No Passing Zone Lines will be located in the field. 'A' c< G J � SUMMARY OF TYPE SIGNS BCV4: Broken Centerline (Yellow) @ 0.25 3. W DCY4: Double Centerline (Yellow) @ 2.00 NPY4: No Passing Zone Line (Yellow) @ 1. � Q Ngo w in m Sign Number uant it Size Total Sign Area ELY4: Edge Line EACH IN Si 0 r pj R3-17 24 24 % 18 72.0 SLW4: Solid Lane Line (White) @ 1.00 R3-17bP 2 24 X 8 2.7O CBW6: Crosswalk Be, (White) @ 9.00 M R4-4 1 36 % 30 7.5 2.00 CL46: Crosswalk Line White 2 �j R4-11 7 30 x 30 43.8 CHWB: CHannelizin Line WT it.)2.00 C1W6: Crosswalk Line - a W4-2 5 36 X 36 45.0 K m R3-98 17 24 X 36 102.0 Location O W16 -2P 2 24 X 18 6.0 T e UnFact...d o w m m %Jett N.: 1157079 Sheet C.5 Z 0 a U � 0 Z leg -22 O U. f ^ IL ,Z Q LJJ W 0a-36-13 > Z a Z LU _ PAVEMENT MARKING -LIN TYPES 0 v U z O LU <��/� Z LU VJ Q See PMO a J � M 'BCV4 - Place on the same side OF the roadway to match existing markings near the project. ^^"MNV4 - Factor of 1.00 as value inc l utlp5 number of 4-inc asses to cover median nose area. o LJJ LU '^NPY4 For estimating purposes only. No Passing Zone Lines will be located in the field. Q c< G J � BCV4: Broken Centerline (Yellow) @ 0.25 DCY4: Double Centerline (Yellow) @ 2.00 NPY4: No Passing Zone Line (Yellow) @ 1. 3LW4: Broken Lane Line (White) @ 0.25 SLW6: Solid Lane Line (White) @ 1.50 ELY4: Edge Line Left (Yellow) @ 1.00 SLW2: Stop Line (White) @ 6.00 SLW4: Solid Lane Line (White) @ 1.00 CBW6: Crosswalk Be, (White) @ 9.00 DLW4: Dotted Line (White) @ 0.33 CHV8: Channelizin Line Yellow 2.00 CL46: Crosswalk Line White 3.00 CHWB: CHannelizin Line WT it.)2.00 C1W6: Crosswalk Line White 3.00 Location L th b Line T e UnFact...d Oi r. of Side BCV4"DCV4 NPY4"" BLWQ SLAG ELV4 W2 SlWO CBW6 DLW4 CHVB CLW6 CHWB CLW6 Remarks Road IO Station to Station Marking Type travel L C fl ST STA STA STA STA STA STA STA STA STA STA STA STA STA STA Mormon trek 29+84.64 33+70.86 BOTH Waterborne/Solvent Paint % 7J9 2.19 Use CHYB az median hatch Mormon Trek 34+31.98 40,74.59 SB Waterborne/Solvent Paint X 6.43 Mormon Trek 41+41.78 50170.85 SB Waterbarne/Solvent Paint B." 0.50 Mormon Trek 34«32.10 40+66.64 BOTH Waterborne/Solvent Paint % 12.70 Mormon Trek 34+32.10 40+66.64 NB Waterborne/Solvent Paint X 5.85 0.50 Mormon Trek 41+42.01 50+70.00 BOTH Waterborne/Solvent Paint % 18.56 Mormon Trek 41+42.01 50+70.00 NB Waterborne/Solvent Paint X 8.83 0.50 Mormon Trek 51+52.26 55+06.42 BOTH Waterborne/Solvent Paint % 7.08 Mormon Trek 51+52.26 55+06.42 NB Waterborne/Solvent Paint X 3.00 0 Mormon Trek 51+S2.98 55+05.97 SB Waterborne/Solvent Paint X 3.08 0. Mormon Trek 55+82.86 63+29.06 SB Waterborne/Solvent Paint X 6.96 0.50 Mormon Trek 55+82.86 61+73.76 BOTH Waterborne/Solvent Paint X 11.92 Mormon Trek 55+82.86 63+02.76 NB Waterborne/Solvent Paint X 7.20 Mormon Trek 61+78.76 63+53.76/Nb H Waterborne/Solvent Bei X 1.75 Mormon Trek 61-151.76 63+51.76 Waterborne/Solvent P nt % 1.00 Mormon Trek 63+02.76 63a52.76 Waterborne/Solven aint X 0.50 Mormon Trek 63+52.76 Waterborne/So"' Paint X 017 Mormon Trek 63+56.9) 63-164.55H Waterberne/So eof Pain[ X 0.54 6'x3' at 6' on center Rohret Rd 63-1]4.86 64+00.56 Waterborne/ hent Paint X 016 Rohret Rd 63+75.89 64+14.90H Waterborn Solvent Paint X 0.42 6'x3' at 6' on center Coe Dr 63+83.70 64+10.82H Waterloo a/Solvent Paint X 0.40 8'x3' at 6' on centerCae Dr 63+98.38 64+12.68 Water me/Solvent Paint X 0.14 Mormon Trek 64+22.69 64+34.19H Wa borne/Solvent Paint X 0.64 8 x3' at 6' on center Mormon Trek 64,39.55 W erborne/Solvent Paint X 0.33 Mormon Trek 64+39.55 64+89.55 aterborne/Solvent Paint % 0.50 Mormon Trek 64+39.55 65+44.98 Waterborne/Solvent Paint X 1.05 Mormon Trek 64,38.55 66+19.9)H Waterborne/Solvent Paint X 1.81 Mormon Trek 64+40.98 74+92.92 Waterborne/Solvent Paint x 10.52Mormon Trek 64+89.55 75126.2]B Waterborne/Solvent Paint X 10.37 Mormon Trek 66+19.97 75+26.2)H Waterborne/Solvent Paint % 18.12 Marmon Trek 74+92.92 76+27.14B Waterborne/Solvent Paint % 2.60 iw0 lines for ke lane Mormon Trek 76+27.14 7)+59.01B Waterborne/Solvent Paint X 2.64 Two lines For b lane Mormon Trek 76+2).14 77+59.94Waterborne/Solvent Paint % 279 1.00 Use CW8 as median ch Mormon Trek 76+27.14 77.60.04B Waterborne/Solvent Paint X 0.83 0.50 Mormon Trek 77.59.01 NB Waterborne/Solvent Paint X 0.28 Mormon Trek 77+64.61 77+72.01 BOTH Waterborne/Solvent Paint X0.72 12'x3' at 6' on center W Benton St 77+91.45 78+36.73 BOTH Waterborne/Solvent Paint % 0.64 12'x3' at 6' an center W Benton St 78+17.33 78+37.70 WB Waterborne/Solvent Paint x 0.20 W Benton St 78+16.37 78+25.24 BOTH Waterborne/Solvent Paint % 1.43 Mormon Trek 78,59.62 78.68. Gal BOTH Waterborne/Solvent Paint x 0.56 8'x3at 6' on center Mormon Trek 78+64.98 SB Waterborne Solvent Paint X 0.28 %Jett N.: 1157079 Sheet C.5 Z 0 a U � 0 Z Z O U. f ^ IL ,Z Q LJJ W t.4 > Z a Z LU _ p 0 v U z O LU <��/� Z LU VJ Q � a J � M Z Q 06 O C7 ~ o LJJ LU L 0 Q c< G J � W %Jett N.: 1157079 Sheet C.5 PAVEMENT MARKING LINE TYPES see PH 110 'BCY4 - Place on the same side of the roadway to match existing markings near the project. "'MVY4 - Factor of 1.00 as value includes number of 4 -inch passes to cover median nose area. •'NPY4 - Forestimatin purposes only. No PassingZone Lines will he located in the Field. FITBra ken Centerline (Yellow) @ 0.25 DCY4: Double Centerline (Yellow) @ 2.00 NPY4: No Passing Zone Line (Yellow) @ 1.25 BLW4: Broken Lane Line (White) @ 0.25 BLWS: Buffered Lane Line (White) @ 2.50 ELY4: Edge Line Left (Yellow) @ 1.00 SLW2: Stop Line (White) @ 6.00 Sled: Solid Lane Line (White) @ 1.00 CBW6: Crosswalk Bar (White) @ 9.00 OLA: Dotted Line (White) @ 0.33 CHV& Channelizir Line Yellow 2.00 CLW6: Crosswalk Line White 3.96 CHWB: Channelilin Line White 2.00 CLW6: Crosswalk Line White 3.00 Location len th Ir Line Tvpe Unfactored Dir. of Side BCY4• DCY4 NPY4" BLW4 BLWfi ELY4 SLW2 SLW4 CBW6 DLW4 CHYB CLW6 CHWB CLW6 Remarks Road ID Station to Station Marking type. Travel L C R STA STA STA STA STA STA STA STA STA STA STA STA STA STA STA Mormon Trek 78+64.98 82.17.73 SB Waterborne/Solvent Paint x 3.03 0.50 Mormon Trek 78+64.98 79+39.98 SB Waterborne/Solvent Paint x 0.75 Mormon Trek 78+63.98 79+88.98 BOTH Waterborne/Solvent Paint X 1.25 Mormon Trek 79+64.98 82+17.44 N8 Waterborne/Solvent Paint x 3.02 0.50 Mormon Trek 82+93.05 85+11.00 NO Waterborne/Solvent Paint X 1.68 0.50 Mormon Trek 79+88.98 82+17.73 BOTH Waterborne/Solvent Paint x 4.58 Mormon Trek 82+92.88 85+12.80 BOTH Waterborne/Solvent Paint X 3.44 0.39 Use CHYB as median hatch Mormon Trek 82+92.88 85+11.57 SB Waterborne/Solvent Paint X 1.69 e.se Mormon Trek 84+11.00 85+11.00 NB Waterborne/Solvent Paint X 1.00 Mormon Trek 84+61.00 85+11.00 NB Waterborne/Solvent Paint x 0.50 Mormon Trek 85+11.00 NO Waterborne/Solvent Paint x 0.27 Mormon Trek 85+16.34 85+23.49 BOTH Waterborne/Solvent Paint X 0.42 6'x3' at 6on center Walden Sq 85+31.82 85+58.82 BOTH waterborne/Solvent Paint X 0.30 6'x3' at 6' on center Walden Sq 85+32.26 85+45.34 EB Waterborne/Solvent Paint x 0.13 Cameron Way 85+30.84 85+57.84 BOTH Waterborne/Solvent Paint x 0.40 8'x3' at 6' on center Cameron Way 85+44.35 85+58.06 WB Waterborne/Solvent Paint x 0.14 Marmon Trek 85+69.00 85+75.26 BOTH Waterborne/Solvent Paint x 0.42 6'x3' at 6' on center Mormon Trek 85+80.31 SB Waterborne/Solvent Paint x 0.28 Mormon Trek 85+80.31 86+30.31 SB Waterborne/Solvent Paint X 0.50 Mormon Trek 85+80.31 06+80.31 SB Waterborne/Solvent Paint x 1.00 Mormon Trek 85+79.31 87+55.31 BOTH Waterborne/Solvent Paint x 1.76 Marmon Trek 85+78.25 90+18.59 NB Waterborne/Solvent Paint X 3.90 0.50 Mormon Trek 90+80.88 92.93. 64 NO Waterborne/Solvent Paint x 1.63 0.50 Mormon Trek 86+30.31 90+18.59 58 Waterborne/Solvent Paint X 3.88 Mormon Trek 87.55.31 90+18.59 BOTH Waterborne/Solvent Paint x 5.26 Mormon Trek 90+80.88 94+26.46 SB Waterborne/Solvent Paint x 2.96 0.50 Mormon Trek 90+80.88 92+93.64 BOTH Waterborne/Solvent Paint X 4.26 Morton Trek 93+55.12 94+26.46 BOTH Waterborne/Solvent Paint x 1.42 Mormon Trek 93+55.12 94+16.46 NB Waterborne/Solvent Paint x 0.21 0.50 Mormon Trek 94+85.97 98,41.32 NO Waterborne/Solvent Paint x 3.55 Marmon Trek 94+85.97 98,41. 32 SB Waterborne/Solvent Paint X 3.05 0.50 Mormon Trek 94+85.97 98+41.33 BOTH Waterborne/Solvent Paint x 7.11 Mormon Trek 99+00.99 101+11.75 BOTH Waterborne/Solvent Paint x 4.22 Mormon Trek 100+23.31 104+08.35 NO Waterborne/Solvent Paint x 3.85 Mormon Trek 100+99.32 103+90.45 SB Waterborne/Solvent Paint x 2.91 Mormon Trek 101+11.75 104+09.36 RUTH Waterborne/Solvent Paint x 2.98 Mormon Trek 102+15.66 104+08.35 NB Waterborne/Solvent Paint x 1.93 Mormon Trek 104+08.34 NB Waterborne/Solvent Paint X 0.39 Removals Marmon Trek 29+97.23 55+15.30 SB Removal of Paint x 25.18 Mormon Trek 29+84.62 30+54.95 SB Removal of Paint X 0.71 Marmon Trek 29+85.65 30+55.12 NB Removal of Paint x 0.69 Mormon Trek 30+54.99 40+68.55 BOTH Removal of Paint X 10.14 Mormon Trek 30.43. 84 40+37.01 NB Removal of Paint X 9.89 Mormon Trek 41+38.15 50,71.23 BOTH Removal of Paint X 9.33 Mormon Trek 41+34.68 50+75.33 NB Removal of Paint x 9.37 Mormon Trek 51+47.62 55+16.50 BOTH Removal of Paint x 3.69 Marmon Trek 51+47.79 55+15.02 NO Removal of Paint x 3.64 Marmon Trek 55+80.35 63+57.44 SB Removal of Paint X 7.77 Mormon Trek 55+76.60 63+64. 64 BOTH Removal of Paint x 7.88 Mormon Trek 55+76.79 63+45.97 NO Removal of Paint x 7.69 Mormon Trek 63+64.54 NB Removal of Paint x 0.10 Marmon Trek 63+63.29 63+76.98 BOTH Removal of Paint X 0.33 Rohret Rd 63,70.53 64+08.27 BOTH Removal of Paint X 0.32 Rohret Rd 63+80.48 64+08.57 EB Removal Of Paint X 0.20 Rohret Rd 63+89.59 EB Removal of Paint X 0.10 Rohret Rd 64+01.39 BOTH Removal of Paint X 0.06 Mormon Trek 64+17.29 64+32.00 BOTH Removal of Paint X 0.33 Mormon Trek 64+37.03 SB Removal of Paint x 0.20 Mormon Trek 64+36.05 77.73.99 BOTH Removal of Paint X 13.38 Mormon Trek 64+53.20 75+46.15 SB Removal of Paint x 10.93 Mormon Trek 64+37.11 77+70.58 NB Removal of Paint X 13.33 Mormon Trek 76+11.92 77+80.72 SB Removal of Paint x 1.69 Mormon Trek 77+75.11 NB Removal of Paint X 0.10 Marmon Trek 77+80.68 77+87.12 BOTH Removal of Paint x 0.30 5 6'x3' bars W Benton St 78+06.79 78+33.54 BOTH Removal of Paint X 0.30 5 6'x3' bars W Benton St 78+16.32 78+25.24 BOTH Removal of Paint x 1.47 W Benton 5t 78+15.51 78+36.39 WB Removal of Paint x 0.21 W Benton St 78.27.42 78.27.50 WB Removal of Paint x 0.05 Mormon Trek 78+40.00 70+46.50 BOTH Removal of Paint X 0.03 5 6'x3' bars Marmon Trek 78+51.21 SB Removal of Paint x 0.10 Mormon Trek 78+52.73 82+14.35 S6 Removal of Paint x 3.62 Mormon Trek 78,49. 18 82+19.50 BOTH Removal of Paint X 3.70 Mormon Trek 78+89.38 84+88.87 NB Removal of Paint X 5.99 t -A 2010NAY29 A CITY CLE 101i7A CITY.I U do o m^ 0 m' do O � O - N 3 ; D � 'u �w� a Q O o r U ui o Q W v^ti 3�<v O Nvi� O � Z 4 m6 rc Q C,m ur ul m pUm zm O U Z Z 0 ° 0 LL 2 Cn QaJLLJ LL `W /z Z LLI _ 0 v U zz O W rn Q Cf) Z W N Q Q J � M z 06 0 ^ �i o W W L Q C� G J � W Project No: 1151079 Sheet C.6 PAVEMENT MARKING LINE TYPES See PM110 BCY4 - Place the same side of the roadway to match existing markings near the project. `•'MAV4 - Factor of 1.00 as value includes number of 4 inch passes to cover median nose area. W\ 'NPY4 - For est ating purposes only, No Passing Zone Lines will be located in the field. Z W - p 0 U Uz �O�//�� W Q CV4: Broken Cente ne (Yellow) @ 0.25 Z DCV4: Double Centerline (Mello.+) @ 2.00 Cn a NPY4: No Passing Zone Line (Yellin) @ 1.25 F- ELM: Broken Lane Line (White) @ 8.25 SLN6: Solid Lane Line (Mite) @ 1.50 LV4: Edge Line Left 11.) @ 1.00 ryryQ SLW2: Stop Line (White) @ 6.80 ~ 0 SLW4: Solid Lane Line (Mite) @ 1.00 LONG: Crosswalk Bar (White) @ 9.00 CLW: Dotted Line (Mite) @ 0.33 WS: Channel It In Llne llow 2.BB � CLW: Crosswalk Line White 3.W It W CHWs: Channelhin Line Mite 2.88 CLW: Crosswalk Line Mite 3.00 Locatim Len th b Line T e Dnfactored Oir, of Side B(Y4` DCY4 NPY4'• BLW SLW ELY4 SLN2 SLW CBW6 DLW CHYB CLW CM48 (LW6 Renarks Road ID Station to St ton Harking Type Travel L C R STA STA STA STA STA STA STA STA STA STA STA STA STA I STA I STA Marmon Trek 28+64.98 82+1 23 SB Waterborne/Solvent Paint X 3.03 0.50 Mormon Trek ...64.9. 29,39. SB Waterborne/Solvent Paint X 0.75 Mormon Trek 28+63.98 79.8 'R BOTH Naterborne/Solvent Paint % 1.25 Mormon Trek 28+64.98 82.12. 44 B Waterborne/ Solvent Paint X 3.02 0.50 Mormon Trek 82+93.05 85+11.00 N Waterborne/ Solvent Paint X 1.0 0.50 Harman Trek 29+88.98 82+12.23 80TH Waterborne/Solvent Paint % 4.58 Norman Trek 82+92.88 85+12.80 BOTH Waterborne/Solvent Paint % 3.4 0.39 Use CfFY8 as median hatch Mormon Trek 82+92.88 85+11.52 SB Net.Paint X 1.69 0.50 Mormon Trek 84+11.08 85.11.00 NB Nater,Orne/Solvent Paint x 1.00 Mormon Trek 84.61.00 05.11.80 NB Waterborne/Solvent Paint X 0.50 Mormon Trek 85+11.00 NB Waterborne/Solvent Paint X 0.22 Mormon Trek 85.16.34 85+23.49 BOTH terborne/Solvent Paint % 8.42 t.' on center Walden Sq 85+31.82 85+58.82 BOTH We rborne/Solvent Paint % 0.30 6'x3' at 6- on center Walden Sq 85+32.26 85+4534 EB NateiQorr� e/Solvent Paint X 8.13 Way Cameron84 85+30. 85+52.84 BOTH Waterb ne/Solvent Paint X 0.40 8'x3at 6' on center Cameron Way 85+44.35 85+58.06 WB Waterbo,/5alvent Paint X 0.14 Mormon Trek 85+69.80 85+75.26 BOTH Waterborne hent Paint X 0.42 6'x3' at 6' on center Mormon Trek 85.80.31 SB Waterborne/ vent Paint X 0.28 Mormon Trek 85.80.31 86+30.31 SB Naterborne/Sol ent Paint X 0.50 Mormon Trek 85+80.31 86+80.31 SB Naterborne/Sols t Paint X 1.00 Mormon Trek 85+29.31 82,55.31 BOTH Naterborne/Solven Paint X 1.26 MmMron Trek 85.28.25 90+18.59 NB Waterborne/Solvent int % 3.90 0.50 Mormon Trek 90.80.88 92.93.64 Na Waterborne/Solvent Pa t X 1.63 0.50 !tram Trek 86+30.31 90+18.59 SB WaterborM/Solvent Pain X 3.88 Mormon Trek 82+55.31 9&18.59 BOTH Waterborne/5alvent Paint X 5.26 Mormon Trek 90+80.88 94+26.46 SB Waterborne/Solvent Paint X 2,96 0.50 Mormon Trek 9&80.88 92+93.64 BOTH Waterborne/5alvent Paint x 4.26 Mormon Trek 93+55.12 94+26.46 BOTH Waterborne/Solvent Paint X 1.42 Mormon Trek 93+55.12 94+26.46 NB Waterborne/Solvent Paint X 0.21 0.50 Marmon Trek 94+85.97 98+41.32 NB Waterborne/Solvent Paint x 3.55 Mormon Trek 94+85.92 98+4132 50 Waterborne/Solvent Paint % 3.05 8.50 Mormon Trek 94.85.97 98.4133 BOTH Waterborne/Solvent Paint X 7.11 Mormon Trek 99.00.99 101,11.25 BOTH Waterborne/Solvent Paint X 4.22 Mormon Trek 100.23.31 184+0835 NB Waterbarne/Solvent Paint X 3.85 Mormon Trek 10&9992 103+98.45 SB Waterbome/Solvent Paint X 2.91 Mormon Trek 101+11.25 204+0936 BOTH Waterborne/Solvent Paint X 2.98 Marmon Trek 102+15.66 104+0895 NB Waterborne/Solvent Paint X 1.93 Marmon Trek 184+08.34 NB Waterborne/Solvent Paint X 0.39 Removals Mormon Trek 29+92.23 55+1590 50 Removal Of Paint X 25.18 Mormon Trek 29+84.62 3&54.95 SB Removal Of Paint X 0.21 Mormon Trek 29+85.65 30,55.12 NO Removal Of Paint X 0.69 Mormon Trek 30+54.99 40,68.55 BOTH Removal of Paint X 10.14 Mormon Trek 30+43.84 40+32.01 NO Removal of Paint x .89 Mormon Trek 41+38.15 50+71.23 BOTH Removal of Paint X 9.33 Mormon Trek 41+34.68 50,2593 N8 Removal of Paint X 9. Monnon Trek 51+42.62 SS+16.50 BOTH Removal of Paint X 3.69 Mormon Trek 51.42.29 55+15.82 NO Removal of Paint 3.64 Norman Trek 55+88.35 63+52.4 SB Removal of Paint x 2.77 Mormon Trek 55+76.60 63+64.64 BOTH Removal of Paint x 2.88 Mormon Trek 55N6.29 63+45.92 NB Removal of Paint % 2.69 Mormon Trek 63+64.54 NB Removal Of Paint % 0.10 Mormon Trek 63+63.29 63+76.98 BOTH Removal of Paint X 033 Rohret Rd 63+20.53 64+08.22 BOTH Removal of Paint X 0.32 Rohret Rd 63+80.8 64.00. 52 EB Removal Of Paint X 0.20 Rohret Rd 63+89.59 EB Removal of Pain % 0.10 Rohret Rd 64+01.39 BOTH Removal of P t X 0.06 MOrman Trek 64+12.29 64+32.80 BOTH Removal of int x 0.33 Marmon Trek 64,32.03 50 Removal Paint X 0.20 rormm Trek 64+36.05 22,73.99 BOTH Remov of Ra int X 13.38 Mormon Trek 64+53.20 25+46.15 SB Re 1 of Re int x 10.93 Mormon Trek 64+32.11 22,7058 NB R val of Paint X 13.33 Mormon Trek 26+11.92 22+80.22 SB emoval of Paint X 1.69 Mormon Trek 22+75.11 NB Removal of Paint X 0.10 Mormon Trek 22.80.68 22+82.12 BOTH Removal of Paint x 0.30 5 6'x3' bars W Benton St 28.06.79 28+33.54 BOTH Removal of Paint % 0.38 5 6'x3' bars W Benton St 28+16.32 28+25.24 BOTH Removal Of Paint X 1.42 N Benton St 28+15.51 28,36.39 WB Removal of Paint X 0.21 W Benton St 28+22.42 28+22.50 WB Removal of Paint X 0.05 Mormon Trek 28+40.00 28+46. SB BOTH Removal of Paint % 0.03 5 6'x3' bars Mormon Trek 28.51.21 SB Removal of Paint x 0.10 Mormon Trek 28+52.73 82+14.35 5 Removal Of Paint X 3.62 Mormon Trek 28979.10 82+19.50 TH Removal of Paint % 3.20 Z p O LL C ^ W W\ /Z Z W - p 0 U Uz �O�//�� W Q VJ Z W Cn a � a J F- M Z atS O ryryQ ~ 0 W W W Q C� C J � It W N Agana Mo: 1159779 Sheet C.6 8 �g leg -22 1� 04-Ifi-13 E PAVEMENT MARKING LINE TYPES See PM -110 y •BCY4 - Place on the sane side of the roadway to match existing markings near She project. •^MM'4 -Factor of 1.00 as value includes number of 4 -inch passes to cover median nose area. L6o S •"NPV, - For estimating purposes only. No Passing Zone Lines will be located in the field. o: BCV4: Broken Centerline (Yellow) @ 0.25 DCV4: Double Centerline (Yellow) � 2.00 NPV4: No Passing Zone Line (Yellow) @ 1.25 BLW6: Br29 oken Lane Line (White) @ 8.25 BLN6: Buffered lane Line)( White) @ 2.50 Y� ELV4: Edge Line Left (Yellow) @ 1.00 SLW2: Stop Line (White) @ 6.00 6Lu4: Solid Larne Line (Ifilte) @ 1.08 CBW6: Crosswalk Bar (White) @ 9. BB OLW4: Dotted Line (White @ 8.33 ILEU CHVB: Channellzln Line Yellow 2.00 CLW6: Crosswalk Line White 3. B0 C3W8: Channelizin Line white 2.00 CLW: Crosswalk Line white 3.BB X Location Length b Line Unfacioretl % DI 6LN4 CBW6 DLI CHYfl d Road IO Station to Station r. of Marking Type Side BCV4* OCV4 NPY4"+ BLW4 BL1J6 ELY4 SLW2 CLWS ClMB [LW6 Remarks Travel L [ R STA STA STA STA STA STA STP STA STA STA STA STA STA STA StA Oil 29 AH 9 53 Mormon Trek 82,09.81 85+13.34 SB Removal o Paint % 2.34 8s Mormon Trek eb81.2] 85+11.69 BOTH Removal of Paint % 2.30 an 4a gs Mormon trek Mormon Trek 85+31.43 85+16.]4 BSa23.41 NB BOTX Removal of Paint Removal of Paint % 0.11 0.36 6 6'x3' bars CI Y CLERK( - Cameron Nay Cameron Nay BSa38.49 BSa53. B6M4.34 85+58.01 a8 BOTX NB Removal of Paint Removal of Paint X X 0.14 0.18 3 6'x3' Ears (n� IU fl CITY,10,a Mormon Trek BR64.48 85,01.]3 BOTH Removal of Paint X 0.36 6 6'x3' bars a Mormon trek 85,08.39 SB Removal of Paint % 0.10 Q a Mormon trek BS+J6.94 103+30.9] 58 Removal of Paint % 1].54 Mormon Trek BSN].50 98+19.60 BDTX Removal of Paint % 4.42 S Mormon Trek 85,0].15 104+08.95 NB Removal of Paint % 18.32 O $ $ Mormon Trek 98,81.36 93,65.49 BOTH Removal of Paint % 2.24 Mormon Trek 93+46.31 94+25.14 BOTH Removal of Paint % 0.]9 Mormon Trek 94+85.40 104+10.2] BOTH Removal of Paint % 12.]3 3 g Mormon Trek 104+10.1] NB Removal of Paint % 0.38 (j so Q �nm 3 ism O aQ, Factored Total: waterborne/Solvent Paint - 50.00 119.04 1.69 254.58 - ll.82 8.05 6914 6.01 J.Sfi - - - zo z� Factored Total: Removal of Paint - 159.42 - 32.43 - - 9.84 8.35 13. ]] - 2.80 - - 2.94 - 3p Bid Quantity: Painted Pavement Markings, waterborne or Solvent -Based 513.48 mo- Bid Quantity: Pavement Markings Removed w� gUw M 108-29 Z 04-21-15 O PAVEMENT MARKING SYMBOLS AND LEGENDS F U Refer to PM -111 Q Road Location L^ t �1 M I ({fit A �� ® I`klsL1sA1 Groove Remarks 0 Z Identification Station Side 1� 1 r, ` 1 " YVIIo Cuss O O LL STEN RTAN LTAN CSAW CSLY CSTW CRLW FEW LLRW RLRW SIMV BLSA WCSW WPSE SCLW XNGN STPN AXW ONLW BIXW LANs XITW EACH Mormon Trek B vd 15+50.80 L 1 Z Mormon Trek Blvd 15,05.00 R 1 Mormon Trek Blvd 17,00.00 L 1 Mormon Trek Blvd 18,00.00 R 1 N LL Mormon Trek Blvd 18+50.00 L 1 Mgled with dotted lines ry Mormon Trek Blvd 19+91.08 R 1 W IL Mormon Trek Mormon Trek Blvd 21+16.80 L Blvd 22+41.80 R 1 1 / Z Mormon Trek Blvd 23+66.88 L i Z LL Mormon Trek Blvd 24+91.88 A 1 �n Mormon Trek Blvd 26+16.88 L 1 O V U Mormon Trek Blvd 27+41.06 R 1 Mormon Trek Blvd 28+66.00 L 1 O Monson Trek Blvd 29+91.00 R 1 Z Mormon Trek Blvd 31+16.00 L 1 Q /A Mormon Trek Blvd 32+16.00 R 1 W V sf Mormon Trek Blvd 33+50.08 L 1 Z !n IA Mormon Trek Blvd 34+40.00 R 1 W eiI _ Mormon Trek Blvd 34+53.00 R 1 c Mormon Trek Blvd 35+53.00 L 1 Mormon Trek Blvd 35,66.00 L 1 J F Mormon Trek Blvd 36+82.00 C 1 Z Mormon Trek Blvd 36,90.00 R 1 Cl) 06 •eGJ Mormon Trek Blvd 36+98.00 C 1 Mormon Trek Mormon Trek Blvd 37,93.00 R Blvd 38+84.80 L 1 1 O ry V Mormon Trek Blvd 38+16.00 L 1 Mormon Trek Blvd 38+83.00 C W Mormon Trek Blvd 38+99.00 C 1 1 1 W Mormon Trek Blvd 39+41.08 R 1 Q Mormon Trek Blvd 39+52.80 R 1 Z `l R Mormon Trek Blvd 40+53.00 L 1 1 C n Mormon Trek Mormon Trek Blvd 48+66.80 L Blvd 41+91.80 R 1 J G_ Z g' Norman Trek Blvd 42+03.88 R 1 Mormon Trek Blvd 42+83.08 C 1 Mormon Trek Blvd 42,99. 00 C 1 W Mormon Trek Blvd 43,04.60 L 1 Mormon Trek Blvd 43+16.00 L 1 B E x "s Proled No: 1151079 Sheet V aE 221.35 PAVEMENT MARKING SYMBOLS AND _ Refer to PM -111 LocationRoadA L^ Identification Station Side t 1 +Y* I a Mormon Trek Blvd 15+75.90 Mormon Trek Blvd 17+80.90 Mormon Trek Blvd 18+00.00 Mormon Trek 108-22 18+58.00 Mormon Trek Blvd 19+91.00 Mormon Trek Blvd 21+16.00 Mormon Trek Blvd 22+41.00 M -16 - Blvd 23+66.80 Mormon Trek Blvd 24+91.00 PAVEMENT MARKING LINE TYPES Blvd 26+16.60 Mormon Trek Blvd 27+41.00 Mormon Trek Blvd 28+66.00 Mormon Trek Blvd See PM -110 Mormon Trek Blvd 31+16.80 Mormon Trek Blvd •BCY4 Place . the sane side of the roadway to match existing markings Mar the project. ••*MNY4 Blvd - Factor of 1.00 as value includes number of 4 -incl passes to cover median rose area. Blvd 34.60.88 Mormon Trek ••NPY4 - For estimatin to sem onl No Passim Zone Lines will be located in the field. 34+S3.00 Mormon Trek Blvd 3S+S3.90 Mormon Trek Blvd 35+66.00 Mormon Trek BCY4: Broken Centerline (Yellow) (8 0.25 36+82.00 DCY4: Double Centerline (Yellow) 0 2.90 Blvd 36+90.80 WY4: No Passing Zone Line (Yellow) a 1.25 Blvd BLW4: Broken Lane Line (Mite) f 0.25 SLW6: Solid Lane Line (Mite) @ 1.S0 ELY4: Edge Line Left (Yellow) 0 1.80 Mormon Trek SLW2: Stop Line (Mite) Q 6.00 38+04.00 Mormon Trek SLW4: Solid Lane Line (White) Q 1.08 38+16.00 CBW6: Crosswalk Bar (White) f 9.00 DLW4: Dotted Line (Mite) @ 0.33 CWS: Channelizin Line Yellow 2.00 38+99.00 CLW: Crosswalk Line Mite 3.80 Blvd 39+41.90 CMB: Channelizin Line Mite 1.00 Blvd CLW6: Crosswalk Line Mite 3.08 40+53.98 Monson Trek Blvd Location Mornwn Trek Blvd ILen th b Line T e Unfaciored 42+03.00 More. Trek Blvd Road ID Statin o Station Dir. of Marking Type More. Trek Side BCY4• DCY4 NPY4•• BLW4 SL* ELY4 SLW2 SLW4 C&06 DlW CHYB CLW6 CHWB CLW6 Remarks Travel L C R STA sTA STA STA STA STa STA STA STA STA STA sTa 5Td STA 5TR Mormon Trek 82+79.83 5+13.30 SB Removal Pa nt X 2.31 Mormon Trek 82+81.2] 8 .69 BOTH Removal of Paint X 2.30 Mormon trek 85+11.63 Ng Removal of Paint x 8.11 Mormon Trek 85+16.]0 85+13.41 BDTH Removal of Pain[ x 0.36 6 6'x3' bars Cameron Way 85,38.49 85+53.48 TH gennva1 of Paint x _ - _ _ 0.18 3 6'x3' bars Cameron Nay 85+44.34 BSK8.91 Removal of Paint x 0.14 Norman Trek 85+64.40 85+]1.]3 BDTN Removal of Paint % 9.36 6 6'x3' bars Mormon Trek 85+]8.39 5B Removal of Paint x 0.10 Mormon Trek 85+]6.94 103,30.97 SB Removal of Paint x _ 17.54 - -- Mormon Trek 85+]].50 98+19.60 BOTH Removal of Paint x 4.42 Mormon Trek 05+]].15 100+08.95 NB Removal of Paint x 18.32 Mormon Trek 90+81.36 93+05.49 BOTH Removal of Paint x 2.24 Mormon Trek 93,36.31 94+25.16 BOTH Removal of Paint x 0.79 Mormon Trek 90+85.40 104+10.2] BOTH val of Paint x 12.73 Mormon Trek 180+19.17 NB Re 1 of Paint x 0.38 factorW Total: Waterborne/SolventXWaborne - 50.80 119.00 1.69 154.73 - 17.82 6.73 49.14 4.23 7.16 - - - FactorW Total: Removal of Paint - 159.42 - 32.43 - - 9.80 0.15 13.77 - 2.8 - - 2.94 Bid Quantity: Painted Pavement Markr Solvent -Based 410.53 Bid QuantSty: Pavement Markings Rem 221.35 PAVEMENT MARKING SYMBOLS AND _ Refer to PM -111 LocationRoadA L^ Identification Station Side t 1 +Y* I a Mormon Trek Blvd 15+75.90 Mormon Trek Blvd 17+80.90 Mormon Trek Blvd 18+00.00 Mormon Trek Blvd 18+58.00 Mormon Trek Blvd 19+91.00 Mormon Trek Blvd 21+16.00 Mormon Trek Blvd 22+41.00 Mormon Trek Blvd 23+66.80 Mormon Trek Blvd 24+91.00 Mormon Trek Blvd 26+16.60 Mormon Trek Blvd 27+41.00 Mormon Trek Blvd 28+66.00 Mormon Trek Blvd 29+91.00 Mormon Trek Blvd 31+16.80 Mormon Trek Blvd 32+16.00 Morm. Trek Blvd 33+50.08 Mormon Trek Blvd 34.60.88 Mormon Trek 81W 34+S3.00 Mormon Trek Blvd 3S+S3.90 Mormon Trek Blvd 35+66.00 Mormon Trek Blvd 36+82.00 Mormon Trek Blvd 36+90.80 Mormon Trek Blvd 36+98.00 Mormon Trek Blvd 37+03.00 Mormon Trek Blvd 38+04.00 Mormon Trek Blvd 38+16.00 Mormon Trek Blvd 38+83.90 Mormon Trek Blvd 38+99.00 Mormon Trek Blvd 39+41.90 Mormon Trek Blvd 39+52.90 Mormon Trek Blvd 40+53.98 Monson Trek Blvd 40+66.00 Mornwn Trek Blvd 41+91.99 Mormon Trek Blvd 42+03.00 More. Trek Blvd 42+03.90 More. Trek Blvd 42+99.00 More. Trek Blvd 43+64.00 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Gone Cuffs Remarks Angled with dotted lire - 17 7r2 R m N WR� Q m (7 N y 30 mp w� X Upr TT ch d• Z O Q U Z Z 0 p LL Z Q W D �- W LU Z Q Z W _ p U U z O W< VJ�� Z w Q Q J r M Q cod O W LL ❑ W W LLI Z CQ C J � qq W CO rrojeot No: 1151079 Sheet V N n n 3 C it - 108-H z 4g O m a, -n -]s Q r PAVEMENT MARKING SYMBOLS AND LEGENDS 3 O a<_m NHc D ;z G 9mM� 54Um Refer to 7k�ill a• Location Zm O Z Z ° Road w Z CO �` J g M I LU �� Ln ® SCHO Z Z Groove Remarks Identification Station Side U Z fM, W Q Z W SCO VI J Q Cuts � M 4 STEN RTAM LTNL CSRW CSLW C5TW FERW LLRW RIRW SLMW BLSA WCSW WPSB SCLW %NQL STPW DHOW ONLW BIKW LAW XIN EACH Q Mormon Trek Blvd 44+43.00 R W y _CRU Project No: 1151079 y Mormon Trek Blvd44+53.08 R 1 Mbrmm Trek Blvdd 45+66.00 L 1 Mormon Trek Blvd 45+66.00 L y Mormon Trek Blvd 45.83 00 . C 1 Mormon Trek Blvd 45+99.80 C 1 ..Mm Trek Blvd 46+91.00 R y Mormon Trek Blvd 41+03.80 R 1 Mormon Trek Blvd 48.03.00 L 1 Mormon Trek Blvd 48.16.00 L 1 Mormon Trek Blvd 48.83.00 C 1 Mormon Trek Blvd 48+99.00 C 1 Mormon Trek Blvd 49+41.00 R 1 Mormon Trek Blvd 49.53 .00 R 1 Mormon Trek Blvd 50+54.80L 1 Mormon Trek Blvd 50+66.00 L 1 Mormon Trek Blvd 51.91.00 R y Mmrmm Trek Blvd 52+03.80I 1 Mormm Trek Blvd 53.04.00 L 1 Mormm Trek Blvd 53.16.88 L 1 Mormon trek Blvd 53.38.00 C 1 Mormm Trek Blvd 53+54.80C 1 Mormon Trek Blvd 54+41.00 R 1 Mormon Trek Blvd 54.53.00 R 1 Mormon Trek Blvd 54.78.80 L 1 Mormon Trek Blvd 54+91.00 L y Mormon Trek Blvd S6.09.00 C 1 Mormon Trek Blvd 56+25.00 C 1 Mormon Trek Blvd 56+91.00 R 1 Mormon Trek Blvd 57.03.00 R 1 Mormon Trek Blvd 57+29.00 L 1 Mormon Trek Blvd 57.41.80 L y Mormon Trek Blvd 58.80.00 C 1 Mormon Trek Blvd 58.96.00 C 1 Mmmm Trek Blvd 59.41.00 R 1 Mormon Trek Blvd 59+53.00 R 3 Mormon Trek Blvd 59+79.00 L 1 Mormon Trek Blvd 59.91.00 L 1 Mormon Trek Blvd 61+ 0.06 C 1 Mormon Trek Blvd fi1rfi6.00 C 1 Marmon Trek Blvd fi1.91.00 R 1 Mormon Trek Blvd 62+03.00 R 1 Mormon Trek Blvd 62.28.00 L 1 Mormon Trek Blvd 62+41.00 L 1 Mormon Trek Blvd 62+82.00 C 1 Mormon Trek Blvd 63.32.00 C 1 Mormon Trek Blvd 63+96.00 L 1 Offset 73' LT Mormon Trek Blvd 63+96.00 L 1 Offset 116' LT Mormon Trek Blvd 64+46.00 R 1 Mormon Trek Blvd 64. 58.00 R 1 Mormon Trek Blvd 64+70.00 C 1 Mormon Trek Blvd 64+79.00 L I Mormon Trek Blvd 64+91.00 L 1 Mormon Trek Blvd 65+20.00 C 1 Mormon Trek Blvd 66.54.00 L 1 Mormon Trek Blvd 66+66.00 L 1 Mormon Trek Blvd 66.91.00 R 1 Mormon Trek Blvd 67.03.00 R 1 Mormon Trek Blvd 67.33.00 C 1 Mormon Trek Blvd 67+49.00 C 1 "'m Trek Blvd 69.03.80 L 3 Mormon Trek Blvd 69.16.00 L 1 Mormon Trek Blvd 69+41.00 R 1 Mormon Trent Blvd 69+53.80 R1 Mormon Trek Blvd 70.83.00 C 1 Mormon Trek Blvd 70+99.00 C 1 Mormon Trek Blvd 71+54.00 L 1 Mormon Trek Blvd 71+66.00 L 1 Mormon Trek Blvd 71+91.00 R 1 Mormon Trek Blvd 72+03.00 R 1 Mormon Trek Blvd 74.03.00 L 1 Mormon Trek Blvd 74.16.00 L 1 Mormon Trek Blvd 74.33.00 C 1 Mormon Trek Blvd 74.41.00 R 1 Mormon Trek Blvd 74+49.00 C 1 Mormm Trek Blvd 74+53.80 R 1 Mormon Trek Blvd 76+50.00 R 1 Mormon Trek Blvd 76+71.80 L 1 Mormon Trek Blvd ]6+13.80 L 1 Mormon Trek Blvd ]6+91.80 R 1 N n n 3 C it z 4g O m Q r Q dd Yl 'gym ry 3 O a<_m NHc D ;z G 9mM� 54Um a• Zm O Z Z ° pLL w Z CO J g Lij LU Z Z U U Z O�\ W Q Z W SCO VI J Q � M 4 OV C W W U 0 Q j W y Project No: 1151079 Sheet C.8 m m 4 t U � 6 m � Y O N p P V N N p o z a w r 3 N $ m v g Q wnq 3 yam w c �a� )> W rnx ro � n � <m e Q C� D cQ U C Z Z Oo LL Z N Na W LU ` uj w / Z Z W _ p 0 C U z W Off\ Q V/ Z w Cn Q J � Cl) Z 06 Q O Cy 1 L. w W W F p Q c< G Z J � �F w N Famajed No: 1151079 Sheet C.9 06.21.15 PAVEMENT MARKING SYMBOLS AND LEGENDS Refer to PM -111 Road Location ` , �` I ` {a • w♦w♦wIIIk111 CH Groove Cuts Remarks Identification Station Side 1 r �I ` V'� YYIIO STBW RTAW LTAW CSRW CSLW CSTN CRLW FERW LLRW RLRW SLMB BLSA WCSW WPSB SCLW XNCW STPW ANVW ONLW BIu LAW XI TW EACH Mormon Trek Blvd ]]«03.00 R 1 Mormon Trek Blvd ]]+30.00 R 1 Mormon Trek Blvd ]8+23.00 R 1 _ Df Bet 88 RT Mormon Trek Blvd ]8+84.00 C 1 Mormon Trek Blvd ]9+21.00 C 1 Mormon Trek Blvd ]9+18.00 L 1 Mormon Trek Blvd ]9+31.00 L 1 Mormon Trek Blvd ]9«41.00 R 1 Mormon Trek Blvd ]9«53.00 R 1 Mormon Trek Blvd 80+83.00 C 1 Mormon Trek Blvtl 80+99.00 C Mormon Trek Blvd 81+04.00 L 1 Mormon Trek Blvd 81+16.00 L 1 Mormon Trek Blvd 81+91.00 R 1 Mormon Trek Blvd 82+03.00 R 1 Mormon Trek Blvd 83+53.84, L 1 Mormon Trek Blvd 83+66.00 L ] MormonTrek Blvd 84+36.00 C 1 Mrmon Trek Blvd 84+41.00 R 1 Mormon Trek Blvd 84+53.00 R 1 Marmon Trek Blvd 84+86.00 C 1 Mormon Trek Blvd 86+03.00 L 1 Mormon Trek Blvd 66+83.00 C 1 Mormon Trek Blvd 86+16.80 L 1 Mormon Trek Blvd 86+53.80 C 1 Mormon Trek Blvd 86+91.80 R 1 Mormon Trek Blvd 8]+03.00 R 1 Mormon Trek Blvd 88+53.00 L 1 Mormon Trek Blvd BB+66.00 L 1 Mormon Trek Blvd 88+83.00 C 1 MormonTrek Blvd 88+99.00 C 3 Mormon Trek Blvd 89+41.00 R 1 Mormon Trek Blvd 89+53.00 R 1 Mormon Trek Blvd 81+04.00 L 1 Mormon Trek Blvd91+16.00 L 1 Mormon Trek Blvd 91+88.00 C 1 Mormon Trek Blvd 91+91.00 R 1 Mormon Trek Blvd 91+96.00 C 1 Mormon Trek Blvd 92+03.% R 1 Mormon Trek Blvd 93+03.04, L 1 Marmon Trek Blvd 93«16.00 L 1 Mormon Trek Blvd 93+83.08 C 1 Mormon Trek Blvd 93+99.00 C 1 Mormon Trek Blvd 94+41.00 11 Mormon Trek Blvd 94+53.00 R 1 Mormon Trek Blvd 95+53.00 L 1 Mormon Trek Blvd 95+66.00 L 1 MormonTrek Blvd 95+80.00 C 1 Mormon Trek Blvd 95+96.00 C 1 Mormon Trek Blvd 96«91.00 L ] Mormon Trek Blvd 97+03.00 L 1 Mormon Trek Blvd 9844.00 L 1 Mormon Trek Blvd 98+10.00 C 1 Mormon Trek Blvd 98+16.00 L 1 Mormon Trek Blvd 98+26.00 C 1 Marmon Trek Blvd 99+41.00 R 1 Mormon Trek Blvd 99+91.80 R 1 Mormon Trek Blvd 100+07.00 C 1 Mormon Trek Blvd 101+91.00 R 1 MormonTrek Blvd 102+64.00 C 1 Mormon Trek Blvd 103+60.00 C 1 REMOVALS Rahret Rd63+96.00 1 Offset ]3' LT Rahret Rd 63+96.08 1 Offset 116' LT WBenton St 78+22.00 1 offset ]0' RT W Benton St 78+22.00 1 Offset 109' RT Mormon Trek Blvd 103+07.00 1 Mormon Trek Blvd 103+75.00 1 m m 4 t U � 6 m � Y O N p P V N N p o z a w r 3 N $ m v g Q wnq 3 yam w c �a� )> W rnx ro � n � <m e Q C� D cQ U C Z Z Oo LL Z N Na W LU ` uj w / Z Z W _ p 0 C U z W Off\ Q V/ Z w Cn Q J � Cl) Z 06 Q O Cy 1 L. w W W F p Q c< G Z J � �F w N Famajed No: 1151079 Sheet C.9 POLLUTION PREVENTION PLAN System (NPOES) General Permit No. 2 OR an Iowa Department of Natural Resources (DNR) National Pollutant Discharge Elimination System (NPOES) individual storm water permit. The Contractor shall carry out the terms and conditions of this permit and the Pollution Prevention Plan (PPP). This Base PPP includes information an Roles and Responsibilities, Project Site Description, Controls Maintenance Procedures Inspection documenxents, Non -Storm Water Controls, Potential Sources of Off Right -of -Nay Pollution, and Definitions. This plan references other needed pop rather than repeating the contract matron contained In the readily available A copy of this Base Pollution Prevention Plan, mended as needed per plan revisions or by contract modificarion, will be Seedily available for Soule. All contractors shall coeduct their operations in a manner that controls pollutants, minimizes erosion, ale prevents sediments from entering waters of the state and leaving the highway right-of-way. The prim contractor shall be responsible for compliance and implementation of the PPP for their entire contract. This responsibility shall be further shared with subcontractors whose work is a source of potential Pollution as defined in this PPP. I. ROLES RAO RESPONSIBILITES A. Designer: 1. Prepares Base PPP included in the project Plan. 2. Prepares Notice of Intent (NOI) submitted to Iowa DNR. 3. Signature authority on the Base PPP and NCI. B. Contractor/Subcontractor: 1. Affected contractors/subcontractors are ca -permittees with the IDOT and will sign a certification statement adhering to the requirements of the NPDES permit and this PPP plan. Affected contractors/subcontractors are anyone responsible for sediment or erosion controls or involved in land disturbing activities. All co -permittees are legally required under the Clean Water Act and the Iowa Administrative Code to ensure compliance with the term and conditions of this PPP. 2. Submit an Erosion Control Implementation Plan (ECIP) according to Specifications Section 2602 and any additional plan notes. 3. Install and maintain appropriate controls. 4. Supervise and implement good housekeeping practices. S. Conduct joint required inspections of the site with inspection staff. 6. Comply with training and certification requirements of Specifications Section 2602. 7. Signature authority on Co -Permittee Certification Statements and storm Water Inspection reports. C. RCE/Inspector: 1. Update PPP Whenever there is a change in design, construction, operation or maintenance, Which has a significant effect on the discharge of pollutants from the project. 2. Maintain an up-to-date record that identifies contractors and subcontractors as cc permittees. 3. Make these plans available to the WR upon their request. 4. Conduct joint required inspections of the site with the contractor/subcontractor. S. Complete an Inspection report after each inspection. 6. Signature authority on storm water inspection reports and Notice of Discontinuation (NOD). II. PROJECT SITE DESCRIPTION A. This Pollution Prevention Plan (PPP) is for the construction of a Paved right -turn lane, sidewalk ramps, and pavement patches. B. This PPP covers approximately 18.73 acres with an estimated 1.49 acres being disturbed. The portion of the PPP covered by this contract has 1.49 acres disturbed. C. The PPP is located In an area of one soil association (Otley-Ladoga). The estimated weighted average runoff coefficient number for this PPP after completion will be 0.82- D. Storm Water Site Nap - Multiple sources of Information comprise the base storm water site map including: 1. Drainage patterns - Plan and Profile sheets and Situation plans. 2. Proposed Slopes - Cross Sections. 3. Areas of Soil Disturbance - construction limits shaven on Plan and Profile sheets. 4. Location of Structural Controls - Tabulations on C sheets. S. Locations of Non-structural Controls - Tabulations on C sheets. 6. Locations of Stabilization Practices - generally within construction limits shown on Plan and Profile sheets. 7. Surface Waters (including Wetlands) - Project Location Map ale Plan and Profile sheets. B. Locations where store water 1s discharged - Plan and Profile sheets. E. The base site mais amended b contract modifications and progress payments fieldbonk entries of cam leted erosion control P Y p 8 P wn ( ) P cork. Also, due to project phasing, erosion and sediment controls shown on project plans may met be installed been needle, based on site dconditions.ions For example, silt fence ditch checks Will typically not be installed until the ditch has been installed. Installed locations may also be modified from tabulation locations by field staff. Installed locations will be documented by fuk entries. F. Runoff roff from this work will floc foto the public storm sewer system to Wllloe Creek. III. CONTROLS A. The contractor's ECIP specified in Article 2602.03 for accomplishment of storm water controls should clearly describe the intended sequence of major activities and for each activity define the control measure and the timing during the construction process that the measure will be implemented. B. Preserve vegetation in areas not needed for construction. C. Sections 2601 and 2602 of the Standard Specifications define requirements to implement erosion and sediment control measures. Actual quantities used and installed locations may vary from the Base PPP ale amendment of the plan will be documented via fieldbook entries or by contract modification. Additional erosion and sediment control items may be required as determined by the inspector and/or contractor during storm water monitoring inspections. If the work involved is not applicable to any contract items, the work will be paid for according to Article 1109.03 paragraph B. 1. EROSION AM SEDIMENT CONTROLS a. Stabilization Practices 1) Site Plans will ensure that existing vegetation or natural buffers are preserved where attainable and disturbed portions of the site will be stabilized. 2) Stabilization practices shall be initiated as soon as practicable in portions of the site Where construction activities have temporarily or Permanently ceased. 3) Temporary stabilizing seeding shall be completed as the disturbed areas are constructed. If construction activity is rat planned to occur in a disturbed area for at least 21 days, the area shall be stabilized by temporary seeding or mulching within 14 days. 4) Permanent and Temporary Stabilization practices to he used far this project are located in the Estimated Project Quantities (100-m, 100-14, or Igo -IC) and Estimate Reference Information (190-4A) located on the C sheets of the Plan. Typical drzmings detailing construction of the practices to ne used an this project are referenced in the Standard Road 110-12A O 18-3g-1 r 3 = POLLUTION PREVENTION PLAN Go 5 Preservation of existingl: vegetation W th n r ght-o -way or easements w act as buffer strips.ant avegetativeEstimated 6) Preservation Of topsoil: Bid items to be used for this project are located in the Estimated Project Quantities (100 -BA, L 100-1k, or IBBy and Estimate Reference Information (See -4A) located on the C sheets of the plan. Additional u may be found in Tabulations in the C or T sheets of the plans or is referenced in standard Specifications be Section m Sectral 2185. 21n Y + b. Structural practices 1) Structural practices will be implemented to divert flows from exposed soils and detain or otherwise Unit runoff and the N discharge of pollutants from exposed areas of the site. Additionally, structural practices may include: silt basins that d' O p provide 3600 cubic feet of storage per acre drained or equivalent sediment controls, outlet structures that withdrew water from surface when discharging basins, and controls to direct storm water to vegetated areas. 2) Structural practices to be used for this Project are located in the Estimated Project Quantities (180-M, 100 -IA, or 6 8 IBB -IC) and Estimate Reference Information (100-0) located on the C sheets of the plan, as well as all other item ; specific Tabulations. Typical drawings detailing construction of the devices to be used on this Project can be found on the B sheets of the plans or are referenced in the Standard Road Plans Tabulation. Z c. Storm Water Management ` i IS 1) Measures shall be installed during the construction process to control Pollutants in storm water discharges that will C occur after construction operations have been completed. This nay include velocity dissipation devices at discharge w o. locations add along length of outfall channel as necessary to provide a non -erosion velocity flow from structure to water Q course. If included with this project, these Stems are located in the Estimated Project Quantities (100 -BA, 100 -LA, or Igo -IC) and Estimate Reference Information (IN -4A) located an the C sheets of the plan, as well as all other item specific Tabulations. Typical drawings detailing construction of the practices to be used on this project are referenced E In the Standard Road Plans Tabulation. The Installation of these devices my be subject to Section 404 of the Clean Water vY Act. m 2. OTHER CONTROLS iO- a. Contractor disposal of unused construction materials and construction material wastes shall comply with applicable state and local waste disposal, sanitary Sewer, or septic system regulations. In the event of a conflict with other governmental w( w on w laws, rules and regulations, the more restrictive laws, rules or regulations shall apply. T� a ¢ 8 1) Vehicle Entrances and Exits - Construct and maintain entrances and exits to prevent tracking of sediments onto roadways. 0 y c 2) Material Delivery, Storage and Use - Implement practices to prevent discharge of construction materials during delivery, - a 0 storage, and use. 9 D. 4u 3) Stockpile Management - Install controls to reduce or eliminate pollution of storm water from stockpiles of soil and 3 paving. O rc _ 4) Waste Disposal - Do not discharge any materials, including building materials, into waters of the state, except as m Oa authorized by a Section 484 permit. '� LWJ on S) Spill Prevention and Control - Implement procedures to contain and clean-up spills and prevent material discharges to the $ stare drain system ale waters of the state. 6) Concrete Residuals and Washout Wastes - Designate temporary concrete washout facilities for rinsing out concrete trucks. d Provide directions to truck drivers where designated washout facilities are located. Designated washout areas should be n located at least SO feet away from storm drains, streams or other water bodies. Care should be taken to ensure these Z facilities do not overflow during storm events. O - 7) Concrete Grooving/Grinding Slurry - Do chat discharge slurry to a waterbDdy or storm drain. Slurry my be applied on w foreslopes or removed from the project. 8) Vehicle and Equipment Storage and Maintenance Areas - Perform on site fueling and maintenance in accordance with all U environment laws such as proper storage of onside fuels and proper disposal of used engine oil or other fluids an site. C Employ washing practices that prevent contamination of surface and ground water from wash water. Z 9) Litter Management - Ensure employees properly dispose of litter. waGwa�� gg� 10) Dewatering - Properly treat water to remove suspended sediment before it re-enters a waterbody or discharges off-site. O Measures are also to be taken to prevent scour erosion at dewatering discharge point. O LL 3. APPROVED STATE OR LOCAL PLANS During the course of this construction, it is possible that situations Will arise where unknown materials will be encountered. Z f^ When such situations are encountered, they will be handled according to all federal, state, and local regulations in effect at /A V' the time. J ■ g ■ W W. MAINTENANCE PROCEDURESeq gam I ` including W r The contractor is required to maintain all temporary erosion and sediment control measures in Proper working order, cleaning, repairing, or replacing throe throughout the contract period. This shall begin when the features have lost SO% of their \ Z capacity. V. INSPECTION REQUIREMENTS O I V A. Inspections shall be made jointly by the contractor and the contracting authority at least once every seven calendar days. Storm Water monitoring inspections will include: of 1. Date the Inspection. 93 Z O 2. Summary of the scope of the inspection. 3. Nam and qualifications of the personnel making the inspection. W S. Review erosion and sediment control measures within disturbed areas for the effectiveness in preventing impacts to receiving N co waters. W 6. Major observations related to the implementation of the PPP. 7. Identify corrective actions required to maintain or modify erosion and sediment control measures. L B. Include store water monitoring inspection reports in the Mended PPP. Incorporate any additional erosion and sediment control measures determined as a result of the inspection. Immediately begin corrective actions on all deficiencies found within 3 calendar days of the inspection. aeAm Z V1. NON -STORM WATER DISCHARGES This includes subsurface drains (i.e. longitudinal and standard subdrains) and slope drains. The velocity of the discharge from O �y A/ these features may be controlled by the use of patio blocks, Class A stone, erosion stone or other appropriate materials. This also V includes uncontaminated groundwater from dewatering operations, which will be controlled as discussed in Section III of the PPP. e ■ g g �i� VII. POTENTIAL SOURCES OF OFF RIGMT-OF-WAV (RW) POLLUTION W UJ 0 Silts, sediment, and other forms of pollution my be transported onto highway right-of-way (RW) as a result of a stone event. Q Potential sources of pollution located outside highway RW are beyond the control of this PPP. Pollution within highway RW will be conveyed and controlled per this PPP. 5. J VIII. DEFINITIONS A. Base PPP - Initial Pollution Prevention Plan. '^ B. Amended PPP - May include Plan Revisions or Contract Modifications for row Stens, storm wafer monitoring inspection reps, and W V/ PrajeciNo: 1151079 Sheet C.10 POLLUTION PREVENTION PLAN C. Ia - Inspectors Dally Report - this contains the inspector's daily diary and bid item postings. D. Controls - Methods, practices, or measures to midnize or prevent erosion, control sedimentation, control store Nater, or minldze cartadnants from other types of waste or materials. Also called gest Management Practices (BIN,). E. Signature AutMrlty - Representative from Deslgner, Cadractor/Subcantractor, or RCE/Inspector authorized to sign various storm Nater documents. ---------------------------------------------------- - ----- [ERTIFITATIOunpen derM I certifyy under penalty of lew that This document and all attachments dere prepared under dory direction or submitted. Base in accordance of t e Person or ignedpersons to assure that a system, personnel persons gathered and evaluated She information I forndim, Rased Sngviry of the person or persons rho manage the system, or those persons directly respaslble for Bathe Ing the inPorratla, the Ur at ion subdtted is, W the best of ry knaledge and belief, true, accurate, and complete. I an mare mat there are1 aisles for eobmitting false information, including the possibility 0 fine and inprl5amrn for knowing via S.iE- Shyal_rs Printed or Typed Name CLEARING AND GRUBBING LocationStation Stamps, and Logs and Damn Timber Material Diameters 190-62 Estimated Quantities 113.1 W Station or 10.15-13 EXISTING SIGNS TO BE REMOVED SIGH M1yBER OR DESCRIPTION LOCATION STATION DIRECTION OF TRAVEL 719E 'A' TYPE 'B' RFMREAMB REINSTALL SIGN SIGN EXISTING SIGNS pS5EM8LY ASSEMBLY TYPE A' TYPE B' ma u n ion CONCRETE FOIRDATION ae SUPPORT STRICTURE 8 Fd1N0ATION APPLICABLE 5I64" DTfs REMARKS as See MI -228 ab S Sheets Nbld Herold Remrks milepost to Milepost Work and Material Type gas Stop 5ign ]7160 1 : 7, Bile Trail Sign 77.78 58 1 LocationStation Stamps, and Logs and Damn Timber Material Diameters All Other bterlals Estimated Quantities 113.1 W Station or Direction Ba -16.13 M-16-13 SIDEWALKS See MI -228 ab S Sheets Nbld Herold Remrks milepost to Milepost Work and Material Type Sm MI-t2B and S Sheds eao. ar Wsraor a gw.ui Leingth X(dtA l Units Mea 1 Appllcatla I or Description d Travel 3--6' >6'-9' '9"-12' >12'-35' '15'-18- '18'-24' R4'-30'30'-36' >16`-42' >42'-48' >48'-6g' >66'-72' >72' sT is Acres Each 73, 8 to 71. - M Trees - Clear 728 _ Gry ry 3 1 9 Side 134_8 : Sid e ver rvn sae _ 85t88 to 8s19 S _ _... Trash - Clearing SY 14.9 7.8 0.8 ; PIC ONaeningsa March of MelroseoAve WA Trees - [leering and 6rvOB1eg - 1 1 � _ _ 18.6 Sidewalk Refer to Ne N Sheets 0) ,p110) Protea No: 1151079 Sheet C.11 113.1 113-1 Ba -16.13 M-16-13 SIDEWALKS See MI -228 ab S Sheets Sm MI-t2B and S Sheds eao. ar Wsraor a gw.ui Road O O O elk Detectable Identification Station to Station Side Sidewalk Sid sa Sidewalk Rad T F SY SY O 6' KC PIC ONaeningsa Identification Station to Station Side"A04 Sidewalk Sidemlk Sidewalk IUfmoln Trek 91Va, Remarks g V SY wSF MDrmn Trek Blvd 85.58.55 86003.]5 8T r . 26 ar. -• - 65471.85 AT Va, 4'-S' 8.0 Par" Trent Blvd 6420.87 64.31..3! AT Var. 4'-S' 11.3 13.35 5' 0 8' 11.8 26 Names Trek Blvd 63036.99 - 6341.87. RT Var. 8.964.1 _ 30 85.01.11 Norman Trek Blvd 63068.82 63082.38 AT Ver 4'-5' 18.6 Rormm Trak etvd 05+17.41 BS430.86 LT 6.98 5.08 - Moron Tra Blvd 63038.33 63063.53 It Var. 4'_3' 25.9 Viva MorTrek Vi won 63.56. 4 63.-72. 19 LTA 98 5.00 13.9 26 Naumann trek Blvd 64019.07_ 64 93 LT Var. 5'. 8 8' - 43.9 - 31 Mormon Trak Blvd - -45.86 64 _-45 64061.35 . IT ,,. Ver, 4'-9' IB.S _ _ ., Nwsen Trek Blvd 69.28.45 68.71.25 AT 5.58 B.BO 39.3 3bnee Trek B1Vd 69000.05 71.25.86 AT 5.50 _ - 283.0 _ !boon Trek Blvd ]IN6.<9 71.85.89 if .9:80 S.58 8.00 33.2 . Harm Trek Blvd 77.44.04 77064.91 LT Ven 4'-S' 9.6 WABin Trek Blvd ]1693.81] 8071.38 L1 Var. 8.09 119.9 32 Newson Trek Blvd 77-71.70- 7+79. 0 LT N/A 5.80 9.4 Trek 7-438.19 ]8.]4.28 AT Var. s."46.8 11 rowAmon Moron Trek Blvd 78003.85 ]8+5].33 AT Ver. 1'-5' 16.9 ' Normo, Trek Blvd 74Q3. 32 71088.74 AT Var. 8.80 318.1 38 0) ,p110) Protea No: 1151079 Sheet C.11 113.1 Ba -16.13 SIDEWALKS See MI -228 ab S Sheets Road O O O elk Detectable Identification Station to Station Side Sidewalk Sid sa Sidewalk Remarks T F SY SY 5 7 -Rem- OUR 85+7.6.5Z T B. .00 IUfmoln Trek 91Va, - 65.67.10 81084.35 ', LT Var. '. 4 -5' 24.0 MDrmn Trek Blvd 85.58.55 86003.]5 8T 13.50 5' B 8' 1A.1 26 Mormn Trak Blvd 85064.11 65471.85 AT Va, 4'-S' 8.0 Trak Blvd 85408.15 85.30.26 AT 13.35 5' 0 8' 11.8 26 _bison bnTkon_Trek B1Vd 85x16.31 85414.30 AT 8.00 _ 4'-5' U.S _ brman Trak Blvd 85.01.11 85123.31 LT V.I. 4'-S' 10.5 Rormm Trak etvd 05+17.41 BS430.86 LT 6.98 5.08 - 10.1 20 0) ,p110) Protea No: 1151079 Sheet C.11 a sc �€WrWacWWWWWwWWwwwWpWWWWwwWwWWwWWWWWwWWWwWWW�� W ��€�>�s> � _ e_ «m tag ee e��m «m"m a". z4« """"" . WWW,.WWv�,.,.,..,,.,.w,.««......«...... .. ,P i mmmmm m mmmmmm.............................. m m ..... mm m >a " uBiu .Sw mpm�urOPPPUNW C = y N+ + �iE L PPm....... ..... ..«....a..«W«....«..«P.......... m..+�°r 'pP'°" w g 4 D m m N T � O m N Z N m8 7 S 0 " " "➢ d o io '= _ 0 O eo D y •a=c --4 C-) b r `gym Dt ev: TK,' soar. 1•= a io '= _ 4 LANE TO 3 LANE CONVERSION ESTIMATED QUANTITIES AND GENERAL INFORMATION IOWA CITY, IOWA a�1510N D"TE a. DMS Dt ev: TK,' soar. 1•= 7.. btlrY®n: RWS D. OS/7�/7B Py: tP �11NG STREET S W, S N Y D E R& ASSOCIATES, INC. 1 erojeclN¢ 115%79 Sheet C,z 3,9.362 394oRw nyder-amca�escom WO ',1110 dM01 N21310 A110 qa:8 WV SI AVN 8101 � a >mNwwN«Nmmom 1-1-om 1-S wova9ewmw-mw-->wwwww«wwmwuvm--vI-"aw�wv.. «m «w«m«-1«m «->Wv««-.m mem w>w w« m m mmmmmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmm mmmmwmwm� no wmm�m��mN�mzw:m:w:z�����m�mm��mm�zmzww::mmzm�m����m�m ww,nmm��mwwwemw.o e m w .me w w.o.o ww mN e w e w m m m. .. m m mm 4 LANE TO 3 LANE CONVERSION ESTIMATED QUANTITIES AND GENERAL INFORMATION IOWA CITY, IOWA S N Y D E R& A S S O C I A T E S, I N C.' 319362 394 CEDAR . 05 MlINGyde� assccates com s a� Ing,nec: 01.16 "'c"' 9Y: Ti1C Sale. 1'= -ernn an. RWS oam: 05/14/18 F..Id6k: Pe: Project No 1151079 1 Sheet C.12 g \ 3 m � «««««««««««««««««\ --- «««««««««««««««««««« « N T { M � � D � w - N m 2 / � m i m 8 b 7 p R --««««.-««««««.-.--««««««««««««----------------- ---- 4 LANE TO 3 LANE CONVERSION ESTIMATED QUANTITIES AND GENERAL INFORMATION IOWA CITY, IOWA S N Y D E R& A S S O C I A T E S, I N C.' 319362 394 CEDAR . 05 MlINGyde� assccates com s a� Ing,nec: 01.16 "'c"' 9Y: Ti1C Sale. 1'= -ernn an. RWS oam: 05/14/18 F..Id6k: Pe: Project No 1151079 1 Sheet C.12 )g £l'o IONS �� }'A" k 6101911 :ONlxlmd 9 0 s 0 lfi!N, Z' -------_—._---(BIM — --- .ZI----- --- m T mmmmmm_mmm..m_.m. I mmmmm - /A V m A T z o r - — ------ ----------- - _ Ln Z ome �3a1 Nowaow v Z m m Z m O 90 z w -- ---- -- — D-- ----- --------- n na-- n� cn --- _m _ _ Cn r m O z n C-) O W N O toW 0 0 0 0 0 n m DC7 /�/ a)oudo�d l i.l a o su asood dv !4j!. sp0o 1 1 V 1 N poS puo s„Dos J2111d :a)ory O Z Z (133J) 3WOS n a>�ai 11!9 T s)0awanoidwl l0awanod Dasodoid saln>n1)S ia.aS o3 0 wolS to "ooS Jalf!d /S430S Ja)f!J nary Goy aN393� m N u ;o m umU - ((( yTy d/�l8 H� 1 NOw2fOw ry a m OcN p D > Q a j a 3 O 9 D V m m T Z m_.. _ ___ Ri VCI a hZ 8 dr'J SI OwBIBZ p `v a a T I I J O O xx p sb p p O m �f O O OO O OO R 8 z + 00 }.... .. $ � v t n w to n CO 01 tl FILED Y0 _. -------- - --- ------ -1Ti1tlf11- a -- - — _. 0- 0E(C ____________ OE(C) _______ ____f �t : IOWA CITY. OWA a MORMON TREK BLVD - p o IN Is' _ 30 v a v t — P r ro- � Z __ . r LEGENDv � V � Sad Area m�^2 Filler Socks/ Filter Socks at Slam Sewer Structures a ZO U Proposed Pavement Improvements - Z Silt Fence SCKE (FEET/ �J Note L Filter Socks and Sod to be Installed with Appropriate Phase of Construction y/ w � I.I..I ao C14 1h v 1.0w t{n Z Q Z 00 00 00 U 3 U Q O 3 W (L N -- ——_-- J E- M Z pa W Ll W F" W LLI MORMON TREK BLVD W a. a. Q Z O — _—------GCv83-- — --- W z O tY w U Project N. 1151079 Sheet C.14 aF s u u SL�a r)010 V'\..IL D, or \[.w�5tcmeree\We, MSpee111\BIem G—\ 1ln SMS... s ....s ....... ..s ... �n a ou . ... -.__ ...... ws..00.,\:Ce.ede.\e.r,�a\e, e� e•..,,\a�� �,w\�. w eitr:< �Ov O f uon n E 93 400 oan EE E E I oSo E E DOw VI 9 ^_ EEEE MACBRIDE DR O $ ^�o f E n Q ^o S m � n v 0 E t <E` a 3 ° m Z 0 n n l O I n N I V n II I 0 a 87+00 n N o I u 3 I 0 94+00 i E « I « E II E « I E i BARTELT RD 88+00 0 I f f t k E fEf E E EEE E 95+00 E « E E« f E f f E f f E ; fEE fff fft ffE <`E 89+00 / f f E / E f E f / f EE 96+00 f E E E E E � E «E f E f E f k f f f E f E f E E f E E f k E f E E f E f f f E E E E E f E t E f E E E f E f f I E f f f f E t E f f f f E E E E f E f T,^O J ll 90 t f f E E E E f E f t f E E E E f E k f f f f f E f fEfE EEE « « EEfE ;a Q \.. fEfE E E f E EEE 97+00 Z E f f E f t f f � EEE E E E E E E f RI m E f f E E E f f IM � r G EEE EEk EEEE BARTELT RD r r k E f r 0 E E t f A c C Z E E E y p f f E f IT o .91+00 m G ! �t !I r 98400 F�o N � v 4 LANE TO 3 LANE CONVERSION �o EROSION PREVENTION PLAN IOWA CITY, MART( REVISIIXi mm BY EwinW DIAS Ju,Br TAC �: 1•_p• r.mnm: RWS B : 05/14/18 1mPl: S N Y D E R& ASSOCIATES, INC., 5005 WLING w..snyder-a o PfeedMe 51079 Sheet C.15 319-3629 9D4�1 w atescom — R/W R/W _-R/W- ..: I t •I• r MORMON Protect 3L,V o •o vSlgn •v o o R/W R/W 7 0 11 Pro tee , sig 1 FINI AVSON- MICHAFI J b Q FINI AYSON..lANlrF K U 2377 CAF DR re 66 67 O ^ KRAMFR_ RONALD JM KRAMFR. RFNFF W IOFN WOOD LOT 79 IIC� 9440 WAI DEN CT 00 to t0 OEICI i $ R 8 :FIL Q i st Y 91 ,t - R/W R/W R/W 201 MAY 29 AH * WILLOW CRFFK CONDOMINIUMS w Full Depth Patch _-_ RIIW :. X111 _ O 65 O O A ® PCC Sidewalk 4" FI FX PROPFRTIES I 1 C PCC Sidewalk 6" p 0, n` 1511 MCKINI FY PI Curb and Cutler o U m fX Driveway, PCC, 8" 68 n ry CV Nri C a N 1133 MORMON TRFK RI VD t0 t0 t0 t0 o zo O R/W R/W _ NW_ R/W R/W R/W R/W. R/W R/W k% �Z vJ SCWLE 1FEETI / A • A A cre ar.we no .. - .. - STA. 62+16.62- E — R/W R/W _-R/W- ..: I t •I• r MORMON Protect 3L,V o •o vSlgn •v o o R/W R/W 7 0 11 Pro tee , sig 1 FINI AVSON- MICHAFI J b Q FINI AYSON..lANlrF K U 2377 CAF DR re 66 67 O ^ KRAMFR_ RONALD JM KRAMFR. RFNFF W IOFN WOOD LOT 79 IIC� 9440 WAI DEN CT 00 to t0 OEICI i $ R p :FIL Q i st Y 91 ,t - R/W R/W R/W 201 MAY 29 AH * WILLOW CRFFK CONDOMINIUMS R ,v@. Full Depth Patch _-_ RIIW :. X111 _ CITY CLEP,!{ R/W Class C-} 6" R/W ® PCC Sidewalk 4" NOTES: ® PCC Sidewalk 6" Coordinate relocation/protection of underground 0, n` ® Curb and Cutler o U m a R/W R/W- i f rLnrzRCPN 24 7112" RCP .a ,t - R/W R/W R/W LEGEND * WILLOW CRFFK CONDOMINIUMS R ,v@. Full Depth Patch _-_ RIIW :. X111 _ Standard/Slgform PCC R/W Class C-} 6" R/W ® PCC Sidewalk 4" NOTES: ® PCC Sidewalk 6" Coordinate relocation/protection of underground 0, utilities with their resDecl'rve owners throughout signal equipment instollotion. ® Curb and Cutler o U m Driveway, PCC, 8" 68 n ry O p WA DEN WOOD LOT 79 11 C N 1133 MORMON TRFK RI VD R/W R/W Protect Hydrant and Valve R/W --i/W R/W R/W R/W/- R/W Slay 665+��J Elev. = 74 Protect Manhgle, Match Elevation Eley.5ta.7616gg++55 .00 Sta/88+74 Eley. • 746.37 R/W R/W R/W Sta.' Eley. • i MORMON TREK BLVD Std, 69+25 FElev. = 747.17 - - Sto. 70 Elev = 747.60 i~ .a - R/W R/W R/W R/W R/W __- R ,v@. $/'4-_ _-_ RIIW :. X111 _ R/W R/W R/W _.-. R/W R/W R/W Protect Hydrant and Valve R/W --i/W R/W R/W R/W/- R/W Slay 665+��J Elev. = 74 Protect Manhgle, Match Elevation Eley.5ta.7616gg++55 .00 Sta/88+74 Eley. • 746.37 R/W R/W R/W Sta.' Eley. • i MORMON TREK BLVD Std, 69+25 FElev. = 747.17 - - Sto. 70 Elev = 747.60 Q Q R/W R/W ,_,.. R/W Rn Protect -Sign Sla. 71M7 Elev. = 746.04 RM 9 R/W R/W R/W R70 R/W -/' R/W ge 769roz Stay 70+ J Protect Elev. • 746.J3 Elev. • 747.77 Sta. 71.00 Drain Elev. = 746.92 Stay 69+50 Refer to B Sheets Elev. • 747.49 for Class B Sidewalk Delon --- - Sto. 71+2 Eley. • 7a6 4 — Sta. 69.6 - gg - p- ' Elay. = 74 .6 23 E ev.70A 7.80 No Temp. Easement. O Perform al1.0rk tram MIDAMFRICAN ENERGY COMPANY within Ri hl-ot- la . M Z Old O a TA. 71 , � � � W —T Z W O Q w J Q Z d a CO R/W R/W - d Sto Eley. - 7.35 \ Std. 71+86 Elev. , 745.10 Project No: 1151079 Sheet D.1 i~ 3 V viv o 3 o 1 N A r � a z �Q fl 0, o U m n ry "R/W -P/W — U Z o zo O Vj`L� �Z vJ SCWLE 1FEETI / W Q Z U U O W Cn Z CO Q Q R/W R/W ,_,.. R/W Rn Protect -Sign Sla. 71M7 Elev. = 746.04 RM 9 R/W R/W R/W R70 R/W -/' R/W ge 769roz Stay 70+ J Protect Elev. • 746.J3 Elev. • 747.77 Sta. 71.00 Drain Elev. = 746.92 Stay 69+50 Refer to B Sheets Elev. • 747.49 for Class B Sidewalk Delon --- - Sto. 71+2 Eley. • 7a6 4 — Sta. 69.6 - gg - p- ' Elay. = 74 .6 23 E ev.70A 7.80 No Temp. Easement. O Perform al1.0rk tram MIDAMFRICAN ENERGY COMPANY within Ri hl-ot- la . M Z Old O a TA. 71 , � � � W —T Z W O Q w J Q Z d a CO R/W R/W - d Sto Eley. - 7.35 \ Std. 71+86 Elev. , 745.10 Project No: 1151079 Sheet D.1 — R/W :e e �%Iremlleliiw NX I X.:e.: e r k k R/W O 65 O T FI E% PROPERTIES I I C (14 1511 MCKINLFY PL M ,tO tD R/W R/W R/W R/W m- \ Fv R 0 IRefer to the L Shei (or Int er sec Cion Info Protect MORMON T KBLVD 1 v 9 Sign • v v v -R/w ___- R/w ,_�« ___-•_ RLW.._ _r.,at/e DE(,)-------OE CC) I I R/W R/W -- - R/W /W R/W —Al R/w R/W Eli Sto. 8�+29 . 74 6 Protect Monhgle, Match Elevation Sta. 666+05 Elev. 74 UO Sto/ 68N4 Elev. • 748.337 - R/W R/W _ q 1 Protect_j'\ Water Main 1 '1 � 1 25 \ \ FINI AYSON. MICHAEI ,1 h FINI AYSON..IANICF K 2377 CAF OR / n n n MORMON TREK BLVD ........sl��� .sefflo ifs'�'�C�4'� 4uuuvvuum , Tum rnuu, . ♦1���r•,��W P • 1' /"r1 U FILE 2018 MAY 15 AM 8: 2 ROV1. CCIITYCLE e "' /WOrnin9 UFO 10- CI Y A im fl/W— I/- -J I I 1 - OEICI- ----- r LEGEND P Wil I OW CREEK 0 CONDOMI NII IMFull Depth Patch S Standard/ Sfaform PLC Class C-3 8" ® PCC Sidewalk 4" ® PCC Sidewalk 6" ® Curb arta Gutter ® Dr'ne.ar, PCC, 8" 68 O WAI DFN WOOD I OT 79 11 C 1133 MORMON TREK BLVD n Sta. Elev. 69+25 Sta. 70.50 747 17 Elev. • 747.50 R/W R/w R/W R 70+75 Protect 747.31 Sign Sta. 71 Elev. = 74E /w R/W R/W to. 69 gg 4 /\' ggta.70fpg Protect Elev. • 746.73 _ Elev. • 747.77 - Sto 71 Drain p 6 Sta7i97+40 _. Elev. • 746 Etev. • B \ y for C to B Sheets -+ J for Class B Sitlewal4 Detail Slo 71•2jg Sto. 69.7 - -- _r - Elev. • U6.42 Elev. • 747.69 Sto. 70+00 23 lev. • 747.80 No Temp.Eoeement. . Perform allw rk from MIOAMERICAN_ FNEROV fOMPANY witkn Ri ht-o� Wo . _nam Link PrQtranetpt� U St 71 ev. -545 I, Eleu^. la. It 0 O o iso 3 4 0 tO R/W R/W R/W R/W R/W — R/W :e e �%Iremlleliiw NX I X.:e.: e r k k R/W O 65 O T FI E% PROPERTIES I I C (14 1511 MCKINLFY PL M ,tO tD R/W R/W R/W R/W m- \ Fv R 0 IRefer to the L Shei (or Int er sec Cion Info Protect MORMON T KBLVD 1 v 9 Sign • v v v -R/w ___- R/w ,_�« ___-•_ RLW.._ _r.,at/e DE(,)-------OE CC) I I R/W R/W -- - R/W /W R/W —Al R/w R/W Eli Sto. 8�+29 . 74 6 Protect Monhgle, Match Elevation Sta. 666+05 Elev. 74 UO Sto/ 68N4 Elev. • 748.337 - R/W R/W _ q 1 Protect_j'\ Water Main 1 '1 � 1 25 \ \ FINI AYSON. MICHAEI ,1 h FINI AYSON..IANICF K 2377 CAF OR / n n n MORMON TREK BLVD ........sl��� .sefflo ifs'�'�C�4'� 4uuuvvuum , Tum rnuu, . ♦1���r•,��W P • 1' /"r1 U FILE 2018 MAY 15 AM 8: 2 ROV1. CCIITYCLE e "' /WOrnin9 UFO 10- CI Y A im fl/W— I/- -J I I 1 - OEICI- ----- r LEGEND P Wil I OW CREEK 0 CONDOMI NII IMFull Depth Patch S Standard/ Sfaform PLC Class C-3 8" ® PCC Sidewalk 4" ® PCC Sidewalk 6" ® Curb arta Gutter ® Dr'ne.ar, PCC, 8" 68 O WAI DFN WOOD I OT 79 11 C 1133 MORMON TREK BLVD n Sta. Elev. 69+25 Sta. 70.50 747 17 Elev. • 747.50 R/W R/w R/W R 70+75 Protect 747.31 Sign Sta. 71 Elev. = 74E /w R/W R/W to. 69 gg 4 /\' ggta.70fpg Protect Elev. • 746.73 _ Elev. • 747.77 - Sto 71 Drain p 6 Sta7i97+40 _. Elev. • 746 Etev. • B \ y for C to B Sheets -+ J for Class B Sitlewal4 Detail Slo 71•2jg Sto. 69.7 - -- _r - Elev. • U6.42 Elev. • 747.69 Sto. 70+00 23 lev. • 747.80 No Temp.Eoeement. . Perform allw rk from MIOAMERICAN_ FNEROV fOMPANY witkn Ri ht-o� Wo . _nam Link PrQtranetpt� U St 71 ev. -545 I, Eleu^. la. It 0 O iso 3 4 0 ins ; _ R/W a ulA YY c o )O ~ U 3e - rn o 3 yam - o= z < 3 J a 3 O W - -_ -09 n W M p U y R/W U Z .--- — Z Z 0 2D O e/W f 3 V�/ SCALE (FEET) W � > a Z n � 0 C) W /O���� V/ Z (n n Q Q R/W R/, J M Z 06 O a LLI STI711 111 Z z W Q W J > Z CO R/W R/W - +75 .35 n 745.18 0 Project N0 1151079 Sheet D.1 HARVFST WAL FEN PI ACF RETIREMENT RFSIDFNCF I I C 2473 WAI DEN RD2401SHADY x � WIAI DFN RIDGE I I C c i � GIFN CT to b o Rim 7.20 3.95 12 RSP _— � vY Protect 6gn ? FILED �1 Stop $igc;StrzetS9 Mormon T.ek k Walden Ro\ 23]5 RCP n r3 II F L 723.00 _ -I --- n N a Rim ) _ r., I . Colored - !!A 9' -J R/ FLg0522 �, Q W. 0 _ 727 9 12" RCP N F L 72363 12 RCP S CalO ed FCC � 9 g FL 705 _ 1 K a z r R/W R/W R/W R/w R/W R/W 12 inn c 1 R/W pVW 2rya2 t2 RCP NW fl/ R/W 1._ R/W —'— v RYw 5 4 „-_ — —' yL Progtec( /, x 0 1 g ---- --OEt_r C_ — 1� _ % 1'i/ O _.. _ 2 3 T .Ad ust Vawe 3 v U m o 0 Relocate Electrictu Q "' Ad'ust Vowe Insla11237 LF and Comm. Lines of Cedar Fence (By Others) 3 w q tt < o MORMON TREK BLVD Cedar v v v Fence .. .. .. z o Gale a L r�_________________ 7 a��_'- _ ___ ____ ____ __ -_---� ___ __ R/W RAI R / `), 10 LF X10 LF �1 f0 LF Pedestal — % �` ' 12 LF 1 _Remove I _ (RyOthers) 22 21 A� /`A� n 10 LF h O� 10cate Gas Po♦s R(Bey Others) nstaI12 of Temp. ChainLmk nceCFARI LEGEND c `SF �F��L1 FAK INV TM� _A� 7'�i 5T FMA T NTS - aom k Fence RR nee c / �� Z 0 Full DePlh Patch ZO FP \. Standard/ $IVlorm PCC 7 .I» NOTES a Class C'3 R" Du Za ® PCC SidewaR 4" N ,^ vW, ,9 O7 Remove antl Reinstall SCALE (FEET) Chain Link Fence i PLC $idewaR 6" I ^ Coordinate relocation/protection of underground ® Curb and Gutter W r utilities pith their respective owners throughout signal equipment installation. ® Driveway, PCC. 8" Q � yy V 0 7i 0 A 0 O Z O V GO n 0) GARIF DANNY MACK 72 0 O 73 W n OSS MORMON TREK RI VF I DA GARI F n Rn Am PROPORTIFS L L-00 2 U O E E I I. _____________ (B)usl Gars) Valve Y R/W _ _ v De.anct.a 1 cp RFVOCARIF TRUST N 2450 RITTFRSW T .T v _ $ F N Ui Z co R/W R/ CV6 W_. R/Tt R/W 1 R/W R/W R/W R/W F IC) -- — _gull -R/W R/W l R/W R/W - _ --------------- — -- a2S - - -12 wrr M z ' ' Protect Gas -- Warning Post — TA - - 11.46 LT - - t1T1A'L .61 7 O Q d T 7LU + 47 T 78±55.21. : T H o o T 1 0.4'L �K72 L r _ I o .4 'L 0. .T T U 4 v A L •+ W Z Q Adjust Casting Refer to the L Sheets t o 0. ' STA. 8 7 TA M1 Z W (By Others) for Intersection Information _..___. .... v __...._.. KT 2' T KT .2 KT-2'LU 10.84' Minor D D • MORMON TREK BLVD I • • • • • • • • CC U• > Z Manhole Adjustment D P.' D• D d -- . .CI_=-OryCr=m----B,g • -r- _ _—_----_----Cy rEi1C) G ___ — _ =pE}CI -- OEICI---------------OEICI -_ - - - _ __ _ _ _-- c _ • • UW R/W ___. RTI RTI RTI An RTI R>� R>N R/W R/W R/W R/W R/W RTI R/W R/W ZD Extension D I , 15 a w m I NFARY. ceppH W• 3 I 23Rn Will 1 OWRROOKF IN - -- - Project No: 1151079 re WI OW ERQQKE POINTE Sheet D.2 CONDOMINIUM RFGIMF a 70 2473 WAI OFN RO v •HARVEST WALDEN PLACE RETIREMENT RF';IDFNC.F I I D W I OFN� RIOCF LIC 2401 SHADY r.1 FN CT G t N o 0 Y� o p Protect � � lir)l�iQQ- O; 2�{ { Sign � X �1r,n� �'�1 �� V N Coordinote with ___p a O q li C as Stop g iSt pet 5�99 2'� omm. to Ad Lust j R Mormon i 6 WRICen Rtl\ v ��e �L�Ho hpe 10 GradO L. E "`a'y! / -- Y F,L -727 90 12 RCP N R.L -723 60 12' RCP S p C roreo P^ R/W I ,�� ��� Y \O ` Protect - 1 R 233 n F L-723.75 12 RCP ry \ v - R/W R/W R/W p/W 24.a2 t2" RCP rvw ` O Sign to G L •72) 90 12' RCP E G l W R/N RjW �, p/W _ - - n l Pole ectR� • --------------- OE(C) iE(C)--.. ____ -OE(Ct __--f0EtC1 - -I'll, _____ _____OEI w R Ad ust L 1 'L •L Vawe vino _ U Ad'ust Install 237 LF 3 w n " Vawe of Cede Fence ¢ a -- - Relocate Electric v O MOR N TREK BLVD - - Fenc �Btl Others) Lines - v - • • 0 rc v w • W . 'v , • v . v • . W ver v . m o Cedar a s) Is wrR '_r-p _ ______ _ R/W R/W R/W R/W R4W R/W R/W R/W R 0 p R/W � ❑ --p 10 LF Ol *`10 LF O7 10 LF 4 m Remove Pedestal \ J \ 12 LF O1 --- (By Others) _ 10 LF Ot n (� Relocate Gas Post pf 1 a Inslvll25z LF of Temp. LEGEND er omeral s Z e ARI S JESSE A TREMBL AY INVFSTMFN Te LIC 4 mn - W Ge�ce o Chaln 4nIt Fence 53 ,IFMA CT 43 JFMA CT _`RR i�es— p � Full Depth Patch Z — .i [iasa G 7 Bfoform PCC 0I �20 O „ A NOTES ® Cn PCC siee.aa 4- I ^ ® PCC Sidew* 6" SCALE (FEET) W ORemove and Reinstall® Cure and Cutter W` r / ew- Chain Link cote Q Q� �Q Qp ® DriveweY. PCC. B" f ` T d T7t T ^ •F 0 0 O v UU n C-ARI F. DANNY MACK 72 73 N n I ^ 955 MORMON TREK BI VO O n 1 C4 CCoordinate Rel0codon/ OAN GABI F G Z G V �Prolettion of Com{n. AdjuO Gas Valve RFVOCABI F TRUST s s Z .^ =7 --_ Line with --- - _ (Byjus y V/ is p 1. , A R/W R R/W R/W R/W 1 R/W R/W R/W p/W V p/W R/W -- --- -- - - - -_ J o w � r - t '. wcD1 - - - - - 1. w.. Z cha Protect Gas Warning Post. -- - --� Coordmato w/ MdAmericon T TA L 117 J w/ to relocate warning post. 11.4 ' L O d LL T ♦ 4 T 1 -. T HLU . 4'L•. KT- o L +1 h(A o A A T 1 1 1 Z Q Ad lust CostingRefer to the L Sheets _ T t 7, ed1 z W (By Others) for mtersecl'ron Infarrttotion KT-2' �T- RT -2' ?A4 } W Minor s s — - MORMON TRERILVD - - o , . o .. $ J % —� Adjustnholment .• I'-"--L--__ __ to ' A U ' A v. >. is d N a ❑_LC9Z(�g21G_ _CyL'� ____ _-__--_-C1lG--_.___ _-- -- t t----- u`G. ppgry�=0E1C1 _ --CEICI -----/ ,. _ ft�gc_ t-- -- _ _--- tf .�.v-- tttCY��U6i"" -_ _ (Lir ((G:OETGI v W LWle R/11 RM R/W R/W R/W R/W R/w R/W R/W R/W R/W P/W R/W �9 N• ♦ Co ordinate Relocation/ Protection of Communication V of pW Lines With UPN and CenluryLink Extensiensi on 1 v • NEAROWRRr)u 2390 Wil I OWRROOKF IN WILLOW BROOKE POINTE Project No: 1151079 CONDOMINIUM RFGIMF Sheet D.2 _ ___ __ Sr)5r]OC 5^vttr v\Palt'bwv\C/COStmNrCs\war\ eeASrmwvue\wMu \pm.ragea\Jore.lb P' o o CD a E I O 84+00 A cD 90+00 j eD E •CD P • mD BARTELT RD 6 F A P I __ 00 n r--¢oz� 91+00 ,•cu3_ T85+11I a --- - o_0 a �onC�C5 0nm CAMERON WAY o o IVA Ery SQUARE I r/ 0 a I 1 1 0 a m 9 86+00 ¢o A 0 0g E r 92+00 ^ xv Oo n O m Z P f m s � O D CD O v O a ¢ o'N m O i 87+00 93+00 A MACBRIDE DRI I a y Op �O +O 'PY r Ti 1 rP 00 88+00 10 3u' 0 o' = n ti 94+00 P = F I A P L a a a O �) cp. n c r e CD. $ �_ % % oo m Z ti 3 �6 y BARTELT RD g .� �. iy P J r • Pco' D P ` �f�. y. 0 • { w, P !o �y ecIr O : Vp 8430 e ' -C . D r cc) 95+00 0 N PCD 4 LANE TO 3 LANE CONVERSION R, PAVEMENT PLAN IOWA CITY, IOWA MRRI( MlF BV Ea, 0115 awe ea TAC �,; 1�m RWS DM. OS/K/W vlwe. ra: b SNYDER &ASSOCIATES, INC. 5005 BOWLING RAPIDS CEDAR RAPIDS, IA 529°9 52404 P,.,d N. 1151079 Sheet 0.3 319�3fi2-9399 \✓K'+snyaerassoclates.com 3- m ' UNIVERSITY OF IOWA COMMIMITY CREDIT UNION K S 90 875 MORMON TREK RI VU n �, Q O Decorotbe Bnck W" nFN cOIIARF Drog Store >�.� 701 MORMON INVF<TMFNTS TRF BI VD� L C {�/w Dn C Y .0 N 0 L0 "' __ , k o _ Curb on Sidewolk VI Q• I tD Curb Sidewalk n OD m y� 15 AM 24 � 01OD �o on 2010 MA 'e - w - v I oordinpte Rel cation/ Lirotenes on f C CLERw�vA ; : e s. ' /w R/W R/ W R/X • Rp 1 Lines with Centu yLink �' R/w 3r0 Klw ve ..Kilt_ v'q� wrw D/ - - -.- -zlm _ tzwarm - - _ - _ - _ - - 12 wxDl - - 'g 4 o coordinate Relocation/ Protection of Comm. e • e e • .. Protect a 0 Sign \ O o v Lines with CenturyLink v Voivet ~ ; V yo t0T.9 T +7 MORMON TREK BLVD Q wNzam ,A .A .A i Adajustment 1 bnh Onor oQwrcQa A • oMM AProtect A Handholej maN, pUm R/ - R/W R/W R/Wr- •Protect IR/W R/V R/W- - R/W R/w R/W R/W R/w - k �� '� i &oordinple Re'ocolion/ o Hydrant o Proteclpn . Co Ty L'me with Centuryl� /UP Q I \;".. n Minor Manhole Adjus lmenl I I_ 3 Z 1 Protect Fence Landscaping LEGEND U and - Z .. .....: _ i Of W Q nm.�.� EL-69b.'— v EL 69 ` "i' RCP E i \ - Re/er to the, L Sheeta for Intersection Information Full Depth Patch Z 'Z U Standard/ Sfglgm PCC 0 To O .. Class C-3 6" Fn v '^ / ® PCC Sldewak 4" wW/ W W ® PCC Sidewolk 6" SC0.E 6EEA LU — - ® Curb oM Cutter \ Oct ® Driveway, PCC, 8" / 0 0 00 p K O O O76 p�j < 77 M PHEASANT RInOF ACQUISITION LLC'. m PHFASANT RIOOF ACQUISITION 7676 RARTFI LI_( T Rn �', W N 7676 RARTFLT Rn ei v, R T 4+ 4 1 s 4 ` Q Q TA 4+ 4 1 � L M Z 06 L 11T02' Q - TA 4 11.41' L cmf U: d -__ - - W { N W Z Q W T 114 Z TA ST 11,15 4+ HTQ 4 W • v.w o v 0 v MORMON TREK BLVD - _. J Z A k' A W rd W Y V 7132 a N - . 0' R D W O 10 O9 OB K 00 7 O M,IFFFRFY 700 700 0 E EI 1 IOTT CT PRFSCOTT MFN6FI INO Will LIAM C d OI IVO- HORACIO F MI HFI I F A 7345 MACRRIOF nR - FTTINC FR- RON � Project N. 1151079 70A I FI IOTT CT i 7:55 IF' -;SLIP OR Sheet D.3 e li j 96+00 102+00 . CD NC N• rm un m N CD O v O fD CD 0 97+00 A C co C Z z 103+00 ' rr _Q y Z JJ Q x Q O Ob 98+00 104+00 PETSEL PL 99+00 �j I I 105100 MELROSE AVE I 0 O N i O !;b0{ i M C��G cil r a a 106+00=<rrn m li 3 m 3 N I II� m�v N 1n1+nn T' m 4 LANE TO 3 LANE CONVERSION L PAVEMENT PLAN IOWA CITY, IOWA s a. F,ro.m pRywSs �o...a: .eAo 1•=W o ,wrn: siuTiArCe r.aa. : ASSOCIATES, INC. 5005 Pyras°°°l�D 319-362-99�snyJer-°oiatescom PoeNo 51019SNYDER& Sheet DA o w elf ❑ Q Of LU 00 FLED o w o 20 0 0 0 o o 0 00 0 0 ? af ? O � ? ? 4 WW � ? � � 201@IAY I5 A 8: 2ta o� N (0 10 ~ n Un M DO > 00-03 O) 03 'J O1 O 0 o� = cA ,�o #�A # �o Q F CITY CLER °R D #� q I #� Q Q rL a ¢ IOWA CITY. 11yA sd of 9 C 57 .. C C -LL- CO m _- - -- Vr �� z ,L� oo Ln • CA `l' v od d� m w �Q (\j VQ w oq �� `` p m v U v v v ❑ Q w (Q', >- ❑ w cS3�U.Jz m O 00, �O U o Q w OF �' / p z0� g U-1 Cw > G U o0}sz WESTSIDE DR wFSTs/o,� oR tidy 7 Beginning chain MORMON -TREK description Point MTB1 N 601,702.5667 E 2,169,741.7739 Sto 10+00.00 Course from MT81 to PC MTB -1 N 49. 35' 23.99" W Dist 578.6436 Curve Data ------------ Curve MTB -1 SURVEY CONTROL PT# NORTHING EASTING ELEV. CP10 606982.14 2166681.21 701.98 CP11 606887.31 2166778.19 706.25 CP12 606710.56 2166685.03 718.62 CP13 606649.48 2166685.00 724.48 CP14 606568.82 2166684.46 729.28 CP15 606613.12 2166755.05 725.98 CP16 606375.12 2166770.53 739.57 CP17 606199.53 2166690.75 746.68 CP18 605987.20 2166772.83 747.83 CP19 605353.77 2166701.18 721.40 CP20 605513.43 2166698.61 730.00 CP21 605382.77 2166786.81 724.46 cp22 607513.33 2166693.12 698.40 c 23 607647.08 2166692.73 700.24 cp24607658.63 PT 2166750.59 700.84 CP26 606814.34 2166831.81 706.50 Beginning chain MORMON -TREK description Point MTB1 N 601,702.5667 E 2,169,741.7739 Sto 10+00.00 Course from MT81 to PC MTB -1 N 49. 35' 23.99" W Dist 578.6436 Curve Data ------------ Curve MTB -1 Curve Data P.I. Station 18+76.13 N 602,270.5198 E 2,169,074.6673 Della 40' 47'45.55" (LT) 603,597.5223 E 2,167,039.0820 Degree = 7. 09' 43.10" Tangent = 297.4854 Length 569.6194 Radius = 800.0000 External = 53.5207 Long Chord 557.6627 Mid. Ord. = 50.1646 P.C. Station 15+78.64 N 602,077.6740 E 2,169,301.1802 P.T. Station 21+48.26 N 602,268.5158 E 2,168,777.1886 C.C. N 601,468.5339 E 2,168,782.5779 Bock N 49. 35' 23.99" W N 605,009.9612 E 2,169,462.9749 Mead 5 89' 36'50.46" W Chord Bear • N 69'59'16.77" W Course from PT MTB -1 to PC MTB -2 S 89. 36' 50.46" W Dist 353.5039 Course from PT MTB -3 to PC MTB -4 N Curve Data x ----------x Curve MTB -2 Curve Data P.I. Station 29+46.35 N 602,263.1394 E 2,167,979.1241 Delta • 55-13'19.80" (RT) 604,192.9374 E 2,166,757.6791 Degree = 6. 44'26.45" Tangent = 444.5787 Length 819.2373 Rad us = 850.0000 External = 109.2446 Long Chord 787.8947 Mid. Ord. • = 96.8032 P.C. Station 25+01.77 N 602,266.1343 E 2,168,423.6927 P.T. Station 33+21.00 N 602,626.5863 E 2,167,723.0841 C.C. N 603,116.1151 E 2,168,417.9666 Back • S 89. 36'50.46" W N 604,404.6043 E 2,167,675.2160 Mead N 35' 09' 49.74" W Chord Bear N 62. 46'29.64" W Course from PT MTB -2 to PC MTB -3 N 35.09' 49.74" W Dist 946.3986 Course from PT MTS -4 to MT132 N 0.41'04.08" W Dist 2,453.3680 Point MTB2 N 606,846.8070 E 2,166,725.9740 Slo 78+13.92 Course from MTB2 to MTB3 N 0' 17'30.55" W Dist 3,076.7744 Point MTB3 N 609,923.5415 E 2,166,710.3034 Sla 108+90.69 ..........•...............................•.................................... Ending chain MORMON -TREK description Z O_ NNN I.I. Z U w z J M O W z Q 9 0 U S: O N H z LU 2 z c� J a F- L) LU 0 w 0. 0 z a J 0 H z 0 U M w w 0 Z W Project No: 1151079 Sheet G.1 Curve Data Curve MTB -3 = P.I. Station 45+08.68 N 603,597.5223 E 2,167,039.0820 Delta = 9. 52' 03.47" (RT) Degree = 2. 02'59.78" Tangent = 241.2778 Length = 481.3623 Radius = 2,795.0000 External 10.3948 Long Chord = 480.7676 Mid . Ord. = 10.3563 P.C. Station 42+67.40 N 603,400.2755 E 2,167,178.0378 P.T. Station 47+48.77 N 603,815.6642 E 2,166,935.9846 C.C. N 605,009.9612 E 2,169,462.9749 Bock = N 35. 09'49.74" W Mead = N 25-17'46.26" W Chord Bear = N 30-13'48.00" W Course from PT MTB -3 to PC MTB -4 N 25' 17'46.26" W Dist 216.5953 Curve Data Curve MTB -4 •----------x P.I. Station 51+66.05 N 604,192.9374 E 2,166,757.6791 Delta = 24.36' 42.19" (RT) Degree = 6. 13'40.09" Tangent = 200.6910 Length = 395.1911 Ro0ius = 920.0000 External = 21.6352 Long Chord = 392.1598 Mid. Ord. • 21.1381 P.C. Station 49+65.36 N 604,011.4904 E 2,166,843,4339 P.T. Station 53+60.55 N 604,393.6140 E 2,166,755.2817 C.C. N 604,404.6043 E 2,167,675.2160 Back = N 25'17'46.26" W Mead = N 0' 41'04.08" W Chord Bear = N 12. 59'25.17" W Course from PT MTS -4 to MT132 N 0.41'04.08" W Dist 2,453.3680 Point MTB2 N 606,846.8070 E 2,166,725.9740 Slo 78+13.92 Course from MTB2 to MTB3 N 0' 17'30.55" W Dist 3,076.7744 Point MTB3 N 609,923.5415 E 2,166,710.3034 Sla 108+90.69 ..........•...............................•.................................... Ending chain MORMON -TREK description Z O_ NNN I.I. Z U w z J M O W z Q 9 0 U S: O N H z LU 2 z c� J a F- L) LU 0 w 0. 0 z a J 0 H z 0 U M w w 0 Z W Project No: 1151079 Sheet G.1 Cu5 ��� � 5rt.r)019 Sn xr V\Pel�prer \C Werp e.e\SrenenCs\R mi, \ ,leloi 60+00 I,—.—.—• - "` � 75+00 �o -I - II 4 1 61+00 cpal WALDEN RD 76+00 e 4 t it �le �F... ,_•.I I 0 • �'J� I I 1 h 62+00 /5� 77+0063+00 - I �q II a _--=- - 78+00 � j Q + .. ;IEEa EEE �+f _ ., r ROHRFrT _ RD 64+00 1 ryIIJ17 - s 79+00 I 7 9 - f I 1 OC'p 65+00 O O f - X0+00 s - - I - 66+00 4 I� = I 81+00 67+00 I 82+00 � 4 It ---—-_-.-�__��+ s Z 68+00 WESTWINDS DR 69+00 84+00 I 70+00 I 4 85+00 _ ` CAMERON WAY _ -s WALDEN SQUARE ilJ�c,1_}I ; 71+0 C 86+00 Ro I +00 I �� �rn - 87+00 / o� )> a cc 0 D L — — 73+00 88+00 I I 74+00 i 11' 4 LANE TO 3 LANE CONVERSION CONTROL AND PROJECT ALIGNMENTS IOWA CITY, IOWI.J RE SnN DATE BY ErO— 015G TCSSNYDER & ASSOCIATES, INC.131N.36z93�°,s°ydeAa=socatBswmPojacluo n5079 Sheet G.z . nas_< s/wrzom:�ziocruoaa.pweswvsvv°ss°uo,�.v,.,�BwP° a A 62+00 A Om a a a T A O N r a Z 1 A m y p IM D. FmE 3 3 + +, d v F O w _ p 63+00 3 yR y3 -e' ti a s a J AIA O m' E p n A y y F i,', N v 0 0 0 n ME � F n A A p m e y i y ) d _ 'P y M/tl Mid -- M/tl M/tl �- ROHRET RD M/tl M/L1 Aid CAE OR 64+00 - M M/tl M/tl Si - p -___ M/11 y -n y. nyre 3 Fp v e c o 3 y + + +0+ p a A O+ A A A M a+ + O J A 3 i a y y y y F A A O � n - - A 65+00 Mid M/tl M/tl A y i Q 3 0 'o , 0 A a `— f m < m 3 Li m O� m __. n ; o v E 66+00`=+ < -- o� M p rTl4 A C A � N O a mm m 0 N f 67+00 4 LANE TO 3 LANE CONVERSION o RIGHT-OF-WAY IOWA CITY, IOWAMMM REVISION WTE 9Y ErglM Dd5 cNem4My: TAC 1-=m T,.,en: RWS Dre: 05 project No 1151079 5005 TR CEDIA 52404SNYDER& ASSOCIATES, INC. 319-362-9394 1 wwsnytler-asocates com E �F 74+00 � 0 " AN Oy o i L F Z \ A n xm O .i3 m ny v n " 1 I x la a a3' A 75e00 "> m OMAMA a. n'.i F�FJ n � 0 e I _" " 3 m OA m AIN z w " \\ N O A AM AM A 3a. y o F " + +l. WALDEN RD O I I ID J A �a •/a R/a A 7 o J F " O C 9 ."S. y " 9 I " Z O V3 v A J 7100 ] ] a 03 1 A 3- CO J F = y J tl1A J' —zi V -i " 4 " o n o 3 y A A A O D 'A A n Wy 93 O J m J J, y 0 .... y A c> 'A- , F o o N i D V /� FJ J'. p" i78+0Ve 3y TJ yJ A N "PA p O♦ J R A A O A W BENTON ST y y o R/ ° ° " r R/W R/W R/W N p m M ? Gi '�/f/. O� F� o C� y -IV C") �q� 1 a" a Z c y " y� " 3 a 3 y'. A f 3> Tk -t �. V• A rn A "y '303 OD . Dy JV,a " 79i00m V 'O A J� s F JFv m J0y;x. 0 V" 1 �aCo A A A A A A A A yl y O A A y O ' 4 LANE TO 3 LANE CONVERSION RIGHT-OF-WAY IOWA CITY, IOWA maRK RVISION wre ev Enylmer DAIS f. 2BY: TAC Snk: 1'='!0' = t!' " SNYDER & ASSOCIATES, INC.,r CEDARRPGDSRA52404 T«here,: RWS on. 05/74/78 gala Bk vy: Project No: 1151079 Sheet H2 319-362-9394 1 '�'+'a',snytler-associates.com a a a a I +/ti A/tl M/a ,M/a •/a 1 a CAMERON WAY v � 9 3 O o o F ,ll S J ° ° O P A m r A W �a A WESTW INDS DR -- I 83+00 84+00 110 a N O f 0II dLL, I x a CAMERON WAY v � 9 3 O o o F ,ll S J ° ° O P A m r A W �a A WESTW INDS DR -- I 83+00 84+00 110 a N O _ 87+00 N 0 CD m RIGHT-OF-WAY IOWA CITY, IOWA arIslod o=re e• ICS c -n 1 <r rn a m o:Nz COCO Sheet H.3 D N cn _ 4 LANE TO 3 LANE CONVERSION RIGHT-OF-WAY IOWA CITY, IOWA arIslod o=re e• �M. oMs Tac sv.: ,•=m EET S.W 5005 BOWLING RCEDAR RAPIDS, A 52404 INC., & ASSOCIATES, 319.362.9394 T« na : RWS oM.. 05/14/18 lr sw: Pa. P, ,( No1151079SNYDER Sheet H.3 TRAFFIC CONTROL PLAN 1. Traffic control on Mormon Trek Blvd. will require temporary lane closures. A full road closure of Mormon Trek Blvd will not be allowed on this project. At a minimum one lane in each direction on Mormon Trek Blvd. must remain open to traffic at all times throughout the project area. Maintain traffic on all side streets at all times except as shown in the plans. 2. The Contractor shall furnish, place, and maintain any and all traffic control devices required to close sidewalks per Standard Specifications section 2518 and 2528 and Standard Road Plan TC -601. Refer to Chapter 12A-4 of the Iowa DOT Design Manual for ADA compliant sidewalk closure and barricade information. 3. Traffic control on this project shall be in accordance with the Iowa DOT Standard Road Plans 4. Sign spacing may not be sham to scale in the plans. Sign spacing shall conform to the latest edition of the Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD), as adopted by the Department per 761 of the Iowa Administrative Code (IAQ, Chapter 130 and DOT Standard Road Plans. 5. Stages 3-6 are not shown in the staging plan, but shall use traffic control measures in accordance with Iowa DOT Standard Road Plans. 6. For stages 3-6, the Contractor will not be required to maintain left -turning access into driveways within the project limits during construction. 7. For stages 3-6, the Contractor must use cones or channelizing devices to clearly mark and separate lanes open to traffic. a. For stages 3-6, the Contractor will only be allowed to work Monday through Friday between 8 PM and 5 AM. The Contractor nay work on Sundays between 5 AM and 11 AM upon approval by the City. 9. Contractor may submit alternate Traffic Control plans or Staging for approval by the Engineer. Alternate plans should be prepared and submitted to the Engineer for review prior to the Pre -Construction Meeting. 10. Contractor shall be aware of time required to order and receive equipment and material and shall coordinate and schedule appropriately to minimize disruption to the traveling public. 11. Work in the current stage must be satisfactorily complete and open to traffic before progressing to the next stage. 12. Utilize Standard Road Plans TC -1, TC -402, and TC -418 as needed to complete street lighting. STAGING NOTES property. Patch east half of Mormon Trek Blvd. Stage 2: Shift traffic to east half of Mormon Trek Blvd. Patch west half of Mormon Trek Blvd. Stage 3: Shift traffic to outside lanes. Remove existing double centerline and install no -passing -zone lines. Stage 4: Shift traffic to one side of Mormon Trek Blvd. (traffic uses left -turn lane and om outside lane as thru lanes). Remove broken lane line and install solid lane line for bike lane. Stage 5: Shift traffic to other side of Mormon Trek Blvd. (traffic uses left -turn lane and other outside lane as thru lanes). Remove other broken lane line and install other solid lane line for bike lane. Stage 6: Install symbols and legends, except symbols and legends that conflict with temporary traffic control to follow Stage 6. Stage 7: Traffic use northbound through lane and center turn lane. Reconstruct pavement and sidewalk ramps in the northwest quadrant at the Rohret Rd intersection. Reconstruct pavement, sidewalk, andsidewalk ramps west of Benton St. Reconstruct pavement and sidewalk ramps at Malden Sq. Stage 8: Traffic use northbound through lane and center turn lane. Reconstruct pavement and sidewalk ramps in the southwest quadrant at the Rohret Rd intersection. Stage 9: Traffic use southbound through lane and center turn lane. Reconstruct pavement and sidewalk ramps at the Cae Or intersection. Reconstruct pavement and sidewalk ramps in the northeast quadrant at the Benton St intersection. Reconstruct pavement and sidewalk ramps at the Cameron Way intersection. Stage 10: Complete signal modifications. Stage 10 shall occur upon receipt of equipment and imediately following completion of previous stages. Stage 11: Install street lighting north of Melrose Ave and remove existing street lighting. Stage 11 shall occur upon receipt of equipment and may occur at any time during the project. Some full -depth patching may occur in Stages 3-6. Some symbols and pavement markings may be installed following Stage 9 if they conflict with the proposed traffic control plan. 113-2 04-I6-13 PEDESTRIAN PATH CLOSURES Refer to TC-601. -Assdkds 6 foot wide barri .e Closures may need4 re a re-established. �BaTrricype III Location Side ades Remarks No. M er Amzc {p RT 2 Stage 1 W Benton RT RT 2 Stage 1 W Benton St % corner CLERK LT 1 Stage 1 W Benton St NE cLT I Stage 7 Rohret Rd �r� Y t^ RT 1 Stage 1 Rohret Rd NN cgker,r1 C��l'w 1tj LT 2 Stage 7 Cam Or NE corner RT 1 Stage 7 W Benton St SW corner LT 2 Stage 7 W Benton St Mf corner LT 1 Stage 7 W Benton St SE corner RT 1 Stage 7 W Benton St NE corner RT 1 Stage 7 Walden Sq SW corner LT 1 Stage 7 Walden Sq NW corner LT 2 Stage 7 Cameron Way SE corner RT 1 Stage 7 Cameron Way NE corner RT 1 Stage 7 Rohret Rd SW corner LT 2 Stage 8 Rohret Rd Mi corner LT 1 Stage 8 Care Or SE corner RT 1 Stage 8 Rohret Rd SW corner LT 1 Stage 9 Rohret Rd NW corner LT 1 Stage 9 Cam Or SE corner RT 2 Stage 9 Cam Or NE corner RT 2 Stage 9 W Benton St SE corner RT 1 Stage 9 W Benton St NE corner RT 2 Stage 9 W Benton St Mi corner LT 1 Stage 9 Walden Sq SW corner LT 1 Stage 9 Walden Sg M3 corner LT i Stage 9 Cameron Way SE corner RT 2 Stage 9 Cameron Way NE corner RT 2 Stage 9 Project No 1151079 11 Sheet J.1 U Z Z O - N N W W Q Z z O U U O W Z Cl) Q Q Q J � M 0 O CL' O LU W U 0 Q U LL � N Project No 1151079 11 Sheet J.1 TRAFFIC CONTROL PLAN 1. Traffic control on Mormon Trek Blvd. 'll require temporary lane closures. A full road closure of Mormon Trek Blvd will not be allowed on this project. At a minimum one lane in NO direction on Mormon Trek Blvd. must remain open to traffic at all times throughout the project area. Maintain traffic on all side st is at all times except as shown in the plans. 2. The Contractor shall furnish, place, and maintaift,4ny and all traffic control devices required to close sidewalks per Standard Specifications section 2518 and 2528 and Standard Road n TC -601. Refer to Chapter 12A-4 of the Iowa DOT Design Manual for ADA compliant sidewalk closure and barricade information. 3. Traffic control on this project shall be in accordance with the ondard Road Plans listed in Tabulation 105-4 located in the C -Sheets. 4. Sign spacing may not be shown to scale in the plans. Sign spacing shall c a- to the latest edition of the Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD), as adopted by the Department 761 of the Iowa Administrative Code (IAC), Chapter 130 and DOT Standard Road Plans. S. Stages 4-8 and 10 are not shown in the staging plan, but shall use traffic control m ures in accordance with Iowa DOT Standard Road Plans. 6. for stages 4-8, the Contractor will not be required to maintain left -turning access into dr ays within the project limits during construction. 7. For stages 4-8, the Contractor must use cones ar, channelizing devices to clearly mark and separate es open to traffic. e. For stages 4-8, the Contractor will only be allowed to work Monday through Friday between 8 PM and 5 AM. a Contractor may work on Sundays between 5 AM and 11 AM upon approval by the City. 9. Contractor may submit alternate Traffic Control plans or Staging for approval by the Engineer. Alternate plans sh ld be prepared and submitted to the Engineer for review prior to the Pre -Construction Meeting. 10. Contractor shall be aware of time required to order and receive equipment and material and shall coordinate and schedule appropriately to minimize disruption to the traveling public. 11. Work in the current stage must be satisfactorily complete and open to traffic before progressing to the next stage. 12. Utilize Standard Road Plans TC -1, TC -402, and TC -418 as needed during Stage 10. STAGING Stage 2: Contractor shift traffic to west half of Mormon Trek Blvd. Patch east hsX of Mormon Trek Blvd. Stage 3: Contractor shift traffic to east half of Mormon Trek Blvd. Patch we half of Mormon Trek Blvd. Stage 4: Contractor shift traffic to outside lanes. Remove existing dou a centerline and install no -passing -zone lines. Stage 5: Contractor shift traffic to one side of Mormon Trek Blvd . raffic uses left -turn lane and one outside lane as thru lanes). Remove broken lane line and install solid lane line for bike Lan . Stage 6: Contractor shift traffic to other side of MormonTr Blvd. (traffic uses left -turn lane and other outside lane as thru lanes). Remove other broken lane line and install other solid lan ine for bike lane. Stage 7: Install symbols and legends. Stage 8 may happen concurrent to previous stages. Stage 8: Contractor shift traffic to east half of rmon Trek Blvd. Reconstruct southwest quadrant at Rohret Rd intersection. Stage 9: Complete signal modifications. Stage shall occur upon receipt of equipment and following completion of all previous stages. Stage 10: Install street lighting north o{Melrose Ave and remove existing street lighting. Stage 10 shall occur upon receipt of equipment and may occur at any time during the project. PEDESTRIAN PATH CLOSURES Refer to TC -601. 6 foot wide barricade. Type III Location I Side W Benton St SE corner LT 1 St STA. 134+75 LT O^^ Stage 1 Cameron Way NE corner LT 2 Stage 2 Cameron Way SE corner 2 Stage 2 W Benton St NE corner LT 2 Stage 2 Cae Dr WE corner LT 2 Stage 2 Cae Dr SE corner LT 2 Stage 2 Walden Sq NW corner RT 2 Stage 3 Walden Sq SW corner RT 2 Stage 3 W Benton St RT 3 Stage 3 Rohret Rd NW corner RT 2 Stage 3 Rohret Rd 5W corner RT 2 Stage 4 W 17A T +SAF @: 25 ftAka GlTY.MWA NJ Pmlecl No: 1151079 11 Sheet V Z Z — O^^ VNf�/J Cn LL w LU > Q Z Z — O Z v U F O LL! N Cn Z 0 U) Q Q Q J _J M 0 06 O z ~LU C) W U 0 Z QLL J QZ � Cn Pmlecl No: 1151079 11 Sheet V Ba STAGE 1 0 �� $ u 8 _- o 9 0 $ t � o ' N �.__� y END FILED scAl1 Y X ROAD WORK OFo a 2018 MAY 29 Ahs --CITY CLERK 0VIA CITY, ` BI VD \ �c) a O moo _� ---- - - -- - ---- Z. -< o a LEGEND --. v ---'�—.._..� \ m o M T TRAFFIC SIGN m \ ROAD z X DRUM m rr TYPE III BARRICADE WORK A ICLOGHT LANE CLOSED --x- ORANGE SAFETY FENCE AHEAD AHEAD - ® WORK AREA f 1 ' FLAGGER U O CHANNELIZING DEVICE Z ® SEQUENCING ARROW p VERTICAL PANEL M VERTICAL PANEL (MOUNT BACK TO BACK) /N/ v' O CONSTRUCTION SIGN IDENTIFICATION 1J `J uJ r 9 a g 9 Z z a UD r. ao rn O V Ian N = rn In N In U O W N N z Cl) a Q J — — — — — O z z W LJJ U 0 a — MORMON TREK BLVD X X X X X LL Z X X X - - Cn z J 7 I m Z 1 Q 1 SCALE IiEETI Project Na. 1151079 a g Sheet J2 0 In fi �I LL MORMON TREK BLVD 6 Z 0 IO kN M CD MORMON TREK BLVD 0 00 in Oo CHPNNEL121NG DEVICE p ( N Lu xN SEQUENCING ARROW ^ ( W VID ERTICAL PANEL ( > Q TICAL PANEL (MOUNT BACK TO BACK) Z Z _ v CONS UCTION SIGN IDENTIFICATION O Ve V Offco //\ 6 __ 1-12l -OEICI. iT bOEtCI-------- ---- W v/ VJ E2tPl __ ----------- - EZF, VJ � J J Q 1 1 I _�_,. M 0 I X -'r- O 0 0 0 0 0 Z X X X x X x 000 O W I x X - STAGE 1 o 0 LLq a a e :n ,HTLANE in RN RIGHT `i r to Q � FILED U ` 1 I i i i I:I!rojec Yx m 0 I i �ffio -- —7018HAY AM _- a lb V IOU 'ITY, I , .. o — —�' m N U N$� m N RIGHT LANE ° o $ IGHT LADE MUST CLOSED�� AHEAD ; 1 TURN RIGHT rLEGEND IC SIGN U / TT TYPE III BARRICADE ORANGE SAFETY FENCE Z Z ® WORK AREA O O FLAGGER O ( ;^ N/ w Oo CHPNNEL121NG DEVICE p ( N Lu xN SEQUENCING ARROW ^ ( W VID ERTICAL PANEL ( > Q TICAL PANEL (MOUNT BACK TO BACK) Z Z _ v CONS UCTION SIGN IDENTIFICATION O Ve V Offco //\ 6 __ 1-12l -OEICI. iT bOEtCI-------- ---- W v/ VJ E2tPl __ ----------- - EZF, VJ � J J Q 1 1 I _�_,. M 0 I X -'r- O 0 0 0 0 0 Z X X X x X x 000 O W I x X - LLq ---FOIC)--------------FOICI- -- :n ,HTLANE MUST RN RIGHT `i r Q � U ` 1 I i i i I:I!rojec m 0 I i - 65+00 x o Wo x N x ° ° Q a v® o .. xI0 60+00 n<< (n n m f 0 o m Z A A O O y A < > A O /� ny ny _ ° 66 0 li r x ti V 9 n Z D Tn A G] x x ' o m m n m A z z g m o N Am O O < m m ° I Z ;o m z Z m m y Z ti m ° T y n (Al D O O Z 0 f'1 x O I O 61+00 67+00 0 A O o O Z qI m I n x I °m o 0 0 o 0 o 0o z I 62+00 00 IM 5 I o m" m < 68+00 o" o .0 r� o C) n o r17 Oq ° X44 ° � 0 63+00 o I p oOn a E- O moo 69+00 qT ns,,.l = o 0 `q' , )> ;q 7 W _ ROHRET RD CAE DR 70+00 "jg®4 ';1 0 - o 0 10X 1 ° D 0 0, y ne = 0 m O O o O 65+00 m 9 4 LANE TO 3 LANE CONVERSION - TRAFFIC CONTROL AND STAGINGIOWA CITY, IOWA ows T„C Mn ar N ,« wy od osiuivl tee. Po: w e 5 05 BOLING S N Y D E R & ASSOCIATES, INCSTIR...�W . 3,y 362-93A4,R wwwS.,da , asso iatos om Projatl N¢ 1751079 Sheet �.3 "sE - z STAGE 1 scxl� FILED � m � Y � n EGEND m 2818 MAY 15 AM 8: 25 TRAFFIC ¢ n T SIGN 3 CITY CLERK at IOTA CITY,10A . r TDRPE III BARRICADE z° v -M—x- ORANGE SAFETY FENCE x w Q n ® WORK AREA 3 FLAGGER O CHANNELIZING DEVICE $ ® SEQUENCING ARROW I) VERTICAL PANEL U Q w� u H VERTICAL PANEL (MOUNT BACK TO BACK) 3 O_ er `ry h h a O Q Q Q O7 CONSTRUCTION SIGN IDENTIFICATION o n T T i o z 3 10 t0 P _ moi N gas IN N Coo 0 W 0o o _ 00 0 Lu z Z - - -- — - -- O c� 1` �J- �O /'.,.,1 �./ �J Only one entrance may be Lu U) ^ Vf / closed at a lime �. M 0 Ga Z ~ Q W W U Z v Q LL J � Z F- V) Project No. 1151079 Sheet A o n n LEGEND T TRAFFIC SIGN X DRUM TT TYPE III BARRICADE —x --x— ORANGE SAFETY FENCE Z ® WORK AREA FLAGGER O CHANNELIZING DEVICE sCILE IFEETI ® SEQUENCING ARROW p VERTICAL PANEL b VERTICAL PANEL (MOUNT BACK TO BACK) O CONSTRUCTION SIGN IDENTIFICATION 0 STAGE NOTES: Northbound lane closure willnot be allowed at the Benton Sl intersection between 7am and 10am throughout ' Stage Iexcept as approved by the , J 0 r O y User. a ROAD r M Only one entrance may t Jll 9 WORK n be closed at o time n Cn - n AHEAD 4 ate 9.., 2p19k%l 2g '4 mmj] - � � 1111111 MORMON TREK BLVD d Y� n � O A 3F 3 O } m Q wh"a 3 wa. O �h� zai 3 0: mo �nwx SUq n U Z 'O_^ ^ V' 16 w W > �, a Z z — O U U F O W to C/3 Z o Cn Q Q a J � M 0 cla zw U LLl W U 0 Q LL J Q Z Cn 'mjecl No: 1151079 Sheet JA STAGE 1 LEGEND 3 R Ste-; ? T TRAFFIC SIGN 0 X ; . X DRUM o' s $ t 1 NOTES: ' �_ TT TYPE III BARRICADE rn \ iii+++ y Northbound Ione closure xilinot be —K—It— ORANGE SAFETY FENCE Y 00+09X allowed at the Benton St intersection WORK MEAN between 7om and 10om throughout 1 ® x o q Stage 1 except as approved by the^� J j Engineer. �n`(71ANj FLAGGER n 0 U U fl 0 CHMNELIZING DEVICE X ^ SEQUENCING ARROW ; JVL /,ILII V t•T �F f` rc e II I , i'!•, C{I 1r �u`, p VERTICAL PANEL s X M VERTICAL PANEL (MOUNT BACK TO BACK) o. e Q Q1 CONSTRUCTION SIGN IDENTIFICATION O >C. Q Y X ; IM Ns Q� 3� 004-6L 0 o]REN m KEEP ROAD oX X WORK RIGHT AHEAD 0 gwsam O Tubular Markers BENTON ST = _- - - C� (n 0 00 O-- 0 W t I � Redirect right -turning traffic to use newW t fes, turn Ione when open prior to extended li 0 0 closure of outside northbound Ione. O -- 0 Q 00+s1 - -- O 3 v U < O W co cn END +' ROAD WORK Zsew Z z 4 Q Q Q J III ° M 0 06 Z Qf Com lete right -turn Ione %l� r w o w D g P9 prior —' Q avin is m eveent L) P removal in this area. o Z LL LL e J Q Z 00+LL s I s X je6,4 Q I b .• o zo u TYPICAL TUBULAR MARKER u y WITH WEIGHTED BASE Pmj.cLN.: 1151079 SCALE (fEETI _ e Sheet J.5 y�o m Z 0 �o 0 C(CI l T 1 /� 11 � T \f= I It MORMON TREK BLVD 0 O O i � J O + m 0 �a-70 rn m � m 3 1 x 1 -- ----fWiCL— —f011C1—f0u01- -- �o 0 C(CI l T 1 /� 11 � T \f= I It MORMON TREK BLVD 0 O O i � J � m �a-70 rn m � m 3 1 x 1 CA �a-70 0 —I 1 x q 9 n < om < In n m .ZOI zy Z m A~ m 2 m m 0 aF D =r a'�C az zP n D m a i f C m S M c C a A'I� o < £ m m m =72 O Rl D m c '" czi m o y .ZOI ti m� /( 'ti AS N j O n F X O i O m F I I v T = 4 LANE TO 3 LANE CONVERSION m - TRAFFIC CONTROL AND STAGING IOWA CITY, IOWA " ows TAC 1�w `— T.a.rr�: RWS mr. 05/14/19 foam= v9: or S N Y D E R& A S S 0 C I A T E S I N C. I SM CED R RAPIDS,I IAEEEZT 04 S Pm xA No 113%179 Sheet �.5 I 3,9.,62-9394, w .nnyCer-B650LIBIBS.00,1 y g c ROAD WORK AHEAD OD Location of sign per Iowa DOT standard roads plans. KEEP RIGHT z 0 3 0 WORK cn / 5 — — , O 0 G AHEAD i w K X X X X F_ 1 \W / X OD 00 i9 Z X p U Location of sign per X Q 12 W Iowa DOT standard roods plans. cf) 1 KEEP a Z Q 2 LEGEND 1 ca � Q T TRAFFIC SIGN J J X DRUM 0 06 Tf TYPE III BARRICADE --- o —x --x- ORANGE SAFETY FENCE / / F_ W Z ® WORK AREA W U 0 0— o o— O o ¢0 FLAGGER LL 0 0 0 J O CNANNELIZING DEVICE Z �i SCALE tFEETI ® SEQUENCING ARROW Project No: 1151079 p VERTICAL PANEL M VERTICAL PANEL (MOUNT BACK TO BACK) O1 CONSTRUCTION SIGN IDENTIFICATION STAGE 1 �� r /ROAD UJ ' 0 O o WORK KEEP AHEAD � z i � KEEP LIQ LO W RIGHT GD '] S OD M 00 S o x Location of sign per m RIGHT LCL, Iowa DOT standard roods plans. 5aaYY AN 9r _ 1F U n� • �� u Q (p/A a INt' s. a — O O O O O O O O O � mm ?r s s 0 U m 0 O L) ai $ y _ e g MORMON TREK BLVD X < a m X �p H X o I < 5J> ROAD 3 - — WORK o AHEAD UJ Q Z U ROAD 0 0— 0 0— O 0— 0 0— 0 0— 0 0— 0 0— 0 0— 0 0— 0 0 X AAr1PUnN TRFK RI vn Location of sign per Iowa DOT standard roads plans. O 0 0 WORK cn / AHEAD i w F_ 1 \W / Go OD 00 i9 Z \ p U Location of sign per Q 12 W Iowa DOT standard roods plans. 0 0— 0 0— O 0— 0 0— 0 0— 0 0— 0 0— 0 0— 0 0— 0 0 X AAr1PUnN TRFK RI vn Location of sign per Iowa DOT standard roads plans. O cn / w F_ \W / Q Z i9 Z p U Q 12 W Do cf) 1 KEEP a Z Q 2 C/3 Q 1 ca � Q RIGHT J J M 0 06 --- o / / F_ W W U 0 0— o o— O LL 0 0 0 J LL a Z �i c/M / J Project No: 1151079 Sheet J.6 tib N3d,d x x OaVN O u1 * 1 x •� m m o yn 5) n F5 m z n x _ m n m v n z m a z n m m z y r r m m • m ° 5 T m z o f m m m z acz m m ti m z � m D 7< ti O 0 Z O R x IIS I I I� I \53+00 IA I m�� =r= nM� ooz !�i If 54+00 it ;j I I I� i o I x 45+00 46+00 47+00 cn N m o f _ Q 14 55+00 °I \ ° — it � ° 49+00 a 'ABBEY W RUSHMORE DR if I o 0+ DC7 a. C 1 t _-In CA r 01 ,ru co 56+00 I D N3 i �l 50+00 4 LANE TO 3 LANE CONVERSION MARK RIWIBICN WTE I By TRAFFIC CONTROL AND STAGING IOWA CITY, IOWA F„g,tt EMS chm sr TAC lB : 1-=20- T,,, ..... . -=2o'*ecn...... RWS oxe: 05/14/19 FM Bic ra'. 005 BOWILING ll� SW °T 1D5 CEDAR RAPIDS, I52404S S N Y D E R & ASSOCIATES, INC. 319-362- A 93� , � s�Ydel.SS.CIBIeBCO PfOfet1 51079 Sheet J.6 •°i o� rxo.ccmm.arvx.wxo.....a...c.m.w.�R�s,..a.n.<_mma_ r V47-44 O 0 D r o" ° 92+00 u icl = 0 0 0 0 ( oo m0D U, O T. D I 0 98+00 as �.J 0 on O -� 10 ° w ° 0 x PETSEL PL i' o 93+00 ° / x 99+00 MACBRIDE DR - 0 1 0 _ V I I o O } o r o o T 0. \ Or p I 0 �,.I a°, O Qi = .Z7 �13o O0 nw b .Z7 D 00 � x wn O o 94+00 ° I. � pj� � m 100+00 1 = `r i m ® m - i z z 0 a o p v c A p - mi 5 5 m Z a x 0 m;- O y v v 0 z n> a 0 0 BARTELT RD p 0 m VI 0 O 0 £ < ° z < m m o m i xx xX- o y m m < m ��D o r m --1 v G7 M n x M z - x 0 0 95+00 0 z I x o r`o — 101+00 0 x x X Mx r o a0 f x 96+00 xx xx, 102+00 ° C I 97+00 p o — 103+00�N o N I p - I z 4 LANE TO 3 LANE CONVERSION TRAFFIC CONTROL AND STAGING IOWA CITY, IOWA"g Kms, ous Tic �„ ,-p ev G TxsrYW: RW5 oa: 105 to RalM Po'. CEDARRAPIDS, r524 PmiodND1151079 Sheet J,7SNYDER & ASSOCIATES, INC 31&36291.yde-� O O X— x x o ° °— MORMON TREK BLVD B= 0 0 0 0 0 0 / J 0 STAGE 2 0 0 0 a b s toa too to LL t -F1LID Ym Weo m • � n rc IOWA CITY, MIA O O --0 O —A ° O —O O — 0 0 —O O —O Oa r<< s w r a Q 0 0 3p� a a w�A ° y zap oow m Q- m°� oom LEGEND T TRAFFIC SIGN X DRUM U TT TYPE III BARRICADE Z - ORANGE SAFETY FENCE Z ® WORK AREA O ' FLAGGER '^ (n T o CHANNELIZING DEVICE Fn W N to ® SEQUENCING ARROW ( W t0 to VERTICAL PANEL ( > Q �\ b VERTICAL PANEL (MOUNT BACK TO BACK) Z z Ot CONSTRUCTION SIGN IDENTIFICATION O U EitBi �nil) - - ..E<C _.... _. .r a _._ OH- .._ ______ OaG W U) A --a O a o -0 0 III -v- -J =:>x x x o ---o- o --e- o x x J J Xi i t M 046 ° 0 0 O F Re(en to J.12 for Advanced Warnin o—1 oZ ° o ° O O LU W in Z rolcl_- __-_ ---_roto---_-------_ J F U) S: ne quadrant of sidewalk may be closed at a time. Project No. 1151079 Sheet J.7 `�v� Z 0 20 SCAR) B= 0 0 0 0 0 0 / J 0 STAGE 2 0 0 0 a b s toa too to LL t -F1LID Ym Weo m • � n rc IOWA CITY, MIA O O --0 O —A ° O —O O — 0 0 —O O —O Oa r<< s w r a Q 0 0 3p� a a w�A ° y zap oow m Q- m°� oom LEGEND T TRAFFIC SIGN X DRUM U TT TYPE III BARRICADE Z - ORANGE SAFETY FENCE Z ® WORK AREA O ' FLAGGER '^ (n T o CHANNELIZING DEVICE Fn W N to ® SEQUENCING ARROW ( W t0 to VERTICAL PANEL ( > Q �\ b VERTICAL PANEL (MOUNT BACK TO BACK) Z z Ot CONSTRUCTION SIGN IDENTIFICATION O U EitBi �nil) - - ..E<C _.... _. .r a _._ OH- .._ ______ OaG W U) A --a O a o -0 0 III -v- -J =:>x x x o ---o- o --e- o x x J J Xi i t M 046 ° 0 0 O F Re(en to J.12 for Advanced Warnin o—1 oZ ° o ° O O LU W in Z rolcl_- __-_ ---_roto---_-------_ J F U) S: ne quadrant of sidewalk may be closed at a time. Project No. 1151079 Sheet J.7 110400 111+00 112+00 - I 104+00 11111111111 = - 105+00 MELROSE AVE i 1111111111111111. 4 41p 4) I (+ - 106+00 p (� Z h m r► m m x m 0 — i (� a v® 0 u T 1 ��II x� r m OOz<< z a A 2r D Z fi O A r f2 v i oC A x g m; m m O y ti 0 n U m 0 z D prj A n Z g g o m M z 0 zC Z O < i m IT z m m z T (1 D 1 D F O z 0 y0 n s s. M D 2 0 m 0 O a T 4 LANE TO 3 LANE CONVERSION m _ z ruac NEVISION Ji TRAFFIC CONTROL AND STAGING IOWA CITY, IOWA DMS a.a TT.a.m.,: RWS oa. 05/74SNYDER & ASSOCIATES, IN Cs SOOfiARRAGSTA5240493 D i R sny IA 52604 project No'. 11510]9Sheet 319-362-9394 wwwsnyder-associates com STAGE 2 0 O0 000 DID l0 01 t0 O P N N n w: N ' D r 6Yz i O P D:.tb .__--_- - OE(c) --------- ------ CE(C) — CIL{OWA X X — X — — — <= — — — — IOWA — — wg g; $ a X i MORMON TREK BLVD w O e c ■ m o gUw C ONL ONLY LEGEND -� TRAFFIC SIGN X DRUM f ` U l TYPE III BARRICADE lip, Tf 0 20 t 413 JWornnr K --z- 0 ORANGE SAFETY FENCE ® WORK AREARefer ' FLAGGER O N $CAIE (FEET) Advanced T `� 5?o BVNI LJ. W LEFT LANE W u7 o rl ROAD aD CHANNELIZING DEVICE W n CLOSED n WORK 00 ® SEQUENCING ARROW Q AHEAD AHEAD b VERTICAL PANEL L (MOUNT BACK TO BAC O z __ Q CONSTRUCVERTICAL TION SIGN IDENTIFICATION _� O _ — —�{ —_— —__ ____ _— —_ = T — _ =�K� _ — -- ozrc Ncn ------------------- OE(C) 0E( _-------------- -OE< ---- --CEfO __ s _ _ . , 06 'li 0�7-> —7 9 0 0 0 o O Z MORMON TREK BLVD o _ p 0 0 0 o W U ---F (C) --- -- ----- - -- -__ -OEfC� - �. � -_ Z e a -- - - -- - N g \ 0 ONLY ONL aware• V Y � a ° Refer to Jfor ProJec[Na: 1151079 Sheet J.- W14 Ativonced Warnin o END ROAD WORK 001 d O 0 in STAGE 2 0 Ln ROAD WORK o W o AHEAD o (n (n x i Iowa plans t— I MORMON TREK 8'LVD FILED O 2018 MAY 29 AH 5.55 h -- �IERt�,� _ inm�A- _ TY, LEGEND T TRAFFIC SIGN X DRUM 'rr TYPE III BARRICADE — ORANGE SAFETY FENCE ® WORK AREA ' FLAGGER ° CHANNELIZING DEVICE ® SEQUENCING ARROW p VERTICAL PANEL M VERTICAL PANEL (MOUNT BACK TO BACK) Ol CONSTRUCTION SIGN IDENTIFICATION O 0O 1.0 a ° _ x _ x _ x _x x x x x MORMON TREK BLVD X-- ° o- o } m ROAD a WORK AHEAD Location of sign per Iowa DOT standard roads plans. k1el �ao a vl ; 0 0 U me„ a w� 3 O 1<_d yvi> za 3w Op— mo pUq Z Z Fn v/ w W W E— >�,Q Z z V V < O LLJ fA CO Z o N Q a Q J � M 0 Old z w O Lu W V Z U Q L J � Z et C/) Project No: 1151079 Sheet J.9 o O STAGE 2 e Of 0 N O i s m N O M LL o °° °° °° 9 °° FILED m to �. — W 0 j-- —_ --- ----—FOZtaI-- CITY Y --roz , ---- -- N _�—_— -- - CLERK Hf,A a a -- a O 0 0 o X X 0 g MHRMON TREK — E 2(C)_==—aero E -- m(e)--_.---____ o v m LEGEND T TRAFFIC SIGN X DRUM U rr TYPE III BARRICADE Z Z —Y—r— ORANGE SAFETY FENCE Z 0 p0 ® WORK AREA O !^ Q ' FLAGGER '^ cn SCA1E tFEETI 'O O O CHANNELIZING DEVICE CJ vN' Uj Z ® SEQUENCING ARROW O <AH OAD Q F Lw tc)(� O ©1 � t0 VERTICAL PANEL 00 ORK >00 Q Qo VERTICAL PANEL (MOUNT B TO BACK) W EAD rn Z SI^I� Q U CONSTRUCTION SIGN (DENT KATION O 4 U O F- N i '� -- LU E2111 _____ END) - O O O O O O O O O -- O ---- O Oo(/�L��� c 0 OV .- --. O W . r W U 0 Q LL - _ Cn Z NOTES: O WOnly one quadrant of sidewalk romps may be closed at a time. O JR* fer to J.15 for Advoneed Wa,nin Prolec(No1151079 Sheet J.9 F Y�\O e�eete.l�l 65+00 i °1 ° o x Io of o ° t o o I ° QZy a v 60+00 O 0 pL oAtU mm IMZ tiNn ° In z O A Zrmm_ 9m° p O Z IN66TVo p z D D 0 O o g ar n Z m m p n A m m A < g z O O o p < z Q F m z � m i m O I'.. 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N W LLI � � Q Z z O c5 v U a O W N Cl) Z 0 N Q a Q M 0 0 z O W W v a � z Project No: 1151079 Sheet J.11 I � i 0 4 v m �o v x 104+00 �lsa Ya;5+0 MELRO�VE I _ 4 LANE TO 3 LANE CONVERSION mpTi y vom _o h � nm< z m m ui m x TRAFFIC CONTROL AND STAGING IOWA CITY, IOWAKPmjec( p A K A A ank ,°"p C z C A nA m fklaBe: vc: p m - I n.Z1 = 0 0 y 9 'O i g g z p Sheet J.11 m T D m N G] z 4 LANE TO 3 LANE CONVERSION �o c-� _o nm< z m m ui m x TRAFFIC CONTROL AND STAGING IOWA CITY, IOWAKPmjec( p A K A A ank ,°"p C z C A nA m fklaBe: vc: p - I n.Z1 = 0 0 y 9 'O i g g z p Sheet J.11 m T D m y. N G] z 08+00 4 LANE TO 3 LANE CONVERSION _o nm< z m m ui m x TRAFFIC CONTROL AND STAGING IOWA CITY, IOWAKPmjec( p A K A A ank ,°"p C z C A nA m fklaBe: vc: p - I n.Z1 = 0 0 y 9 'O i g g z p Sheet J.11 m T D m A A G] z z o O< F n I m m z m m y m D 7` ~ ti p p z m p z 4 LANE TO 3 LANE CONVERSION _o TRAFFIC CONTROL AND STAGING IOWA CITY, IOWAKPmjec( ay OMs �d;B; TAC ank ,°"p G RWS B 05/14/18 fklaBe: vc: S N Y D E R& A S S 0 C I A T E S, I N C. wRw�w.soyde,a o 1151079 Sheet J.11 ,.9394 1 swia(es.com 'T AGE 2 ROAD ROAD CLOSED WORK o AHEAD AHED o o w r F^ 0 0 o & Yb ±g N z (� 6~N N M Location of sin m L] g per Locotian of sin er IA w 9 7� `� ` s z DID Iowa DOT standard roads plans. 00 Iowa DOT standord goods plans. 00 8 Q © �^'y' � w' R 00 00 I E p ROAD - CItY �1v/ N lL�r N d t� g 3 z O R VT z Nd X F X __... X X X X - X o 0 0 0 0 _ N$w U l 0 1 o o o 0 0 ° o ` MORMON TREK BLVD MORMON TREK BLVD = ® � i n iI 9N o _ KEEP ROAD T TRAFFIC SIGN �\ ¢ RIGHT • �� WORK V J( DRUM z / AHEAD Tf TYPE III BARRICADE K Z -x-x- ORANGE SAFETY FENCE w WORK AREALocation of sign per O 0 2p ® Iowa 00T standard r..de Ions. FLAGGE'R SCAIE 6EET) o CHANNELIZING DEVICE W ® SEQUENCING ARROW uj \ p VERTICAL PANEL / Q M VERTICAL PANEL (MOUNT BACK TO BACK) Z Z CONSTRUCTION SIGN IDENTIFICATION U ROAD a ) Q 0 o WORKo N in AHEAD w Z p N DSO�0 OOf ~ fc"! M D KEEP m rn 01Z 0 KEEP Q Q Q Locil ation of sign per J lowo DOT standard roads plans. 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SC0.1 0 CHANNELIZING DEVICE ��" II W LL W O ® SEQUENCING ARROW I 1� = I I I I n_ 1 Of `W p VERTICAL PANEL QO O O 1 I, Vlr rVY LJ W / a 0 H VERTICAL PANEL (MOUNT BACK TO BACK) T j Z Z 1714 In 0 0 CONSTRUCTION SIGN IDENTIFICATION O ' I O / 1 i ,�1 , , , ,' , , g � , , a O 10 W fn Cn Z N 0 06 X— X X X —X — a— — — m Cl w X a _� O Z I I I 1 I I I IO W L u U MORMON TREK BLVD �i � - iZLL Q LL Z 14 - — - -- - QIQ!G� I ' Sheet J.13 4 LANE TO 3 LANE CONVERSION CONTROL AND STAGING IOWA CITY, IOWA MARTRAFFIC BEwsion wI By e�n��eH'. DMS E,' cn rea Br TAC sme'. �•=20• U Tetl—an'. RWS We: 05/14/19 FWMBk Pp: b G STREET S W. CEDAR 620o0 SNYDER &ASSOCIATES, INC. 5°°EDA RAPIDSA52404 P'n;e't Nn ns1o79 Sheet J.13 .sny, a 319-362-9390 wv+wsnytlervassociates.wm �� 11/111 I I I I I I I 107+00 08+00 cn D C) m N c109+00 110+00 111+00 mo �o N TRAFFIC CONTROL AND STAGING IOWA CITY, IOWA DATE a. `EW E,�mer DMS cn�x.a ey: TAC '=W smM: 1•=2a w T.m ..: RwS << A -Ai 1n n m f cg x P1 Z o 1 g m m o I m C O m c o z g g cZi C A D Y.o ym Dn .TIn m M n w z m I m3� c z 0 z In f< m ` g m m z m z ti_ T n m D x _y 2 z ~ 0 D O x �� 11/111 I I I I I I I 107+00 08+00 cn D C) m N c109+00 110+00 111+00 4 LANE TO 3 LANE CONVERSION �o TRAFFIC CONTROL AND STAGING IOWA CITY, IOWA DATE a. `EW E,�mer DMS cn�x.a ey: TAC '=W smM: 1•=2a w T.m ..: RwS Dare: 05/14/15 Ree ei. Po: SNYDER & ASSOCIATES INC. 6CEDARRPGSTRAs404 ProjectNo. 1151079 Sheet J.14 , 319-362-9394 1 wwwsnyder- associates com N STAGE ZX X LEGEND 8 I o T TRAFFIC SIGN u I ,.. .. X DRUM ami Tr TYPE III BARRICADE t FILED ORANGE SAFETY FENCE 00+C9 Y ® WORK AREA E• o Q o ' FLAGGER a p U118 P4AY 15 API 8 26 0 2C j o GHANNELIZING DEVICE 0 o ER ® SEQUENCING ARROW a IOWtA O\qN pb VERTICAL PANEL CITY, �VERTICANEL (MOUNT BACK TO p , y z BACK) WESTWINDS DR W a ONSTRUCTION SIGN IDENTIFICATION 6 • m a 3 U o 0 ROAD ¢ w 3 Fav ORK AH z a o CIO 4a 00+Z9 ' ° a W m0q �Um O O O — I I Z I oti Z — O LLI O �; "s yi j W 00+6L ° j a No s: ROAD O Q r� Instars Si walk Closed Ahead WORK Z Z q Cross Her " sign with a Left arrow AHEAD 0 (9 V at the neare crosswalk east of J \ the Project on he north side. U Q O jun Tubular Markers W U) v, Z i/) I j — - "-- -_ J J Q 0 1 -. O 06 ffi o„ M LU Fk`i I LU o -e- o a Z IqI i 0 - ,� W BENTON ST - ~O W f " O W V Z 00+9L ILLI cl) AD 0 ° ° -► -- —24"-30.. WORK AHEAD �' a ° i TYPICAL TUBULAR MARKER WITH WEIGHTED BASE Proje No: 1151079 Sheet J.14 4�i0tl_FBO.ECR\115. p'/9JC,e]Cenrnvunv\[cee\Ywnwn_Ivak_Brve\va_IISp]9_'6e n 85350 MI1, 4VN\flvlLLvo. \C2D'Icnewev\WwXv c m1A\ivne\BMa_Wu \VtiBWndIW Bpen10a1e.IM foo I I g m C7�D 00 x I 54+00 I -I I I III y 49+00 +11 I I I I 1 D�� 11 0�0 55+00 II ABBEY LN RUSHMORE DR 50+00 a�11 1. 11 .1 1. 56+00 D _my2� N m00 1� 51+00 210 N3Vld I G m v m m m i F O ti v m ti Z a — 57400 A A oro z Cl �I A ll i zO U 9 O a D YT A z I Z 11 g g v s> onY X ZC F m n v z m Mr 5 52+00 C': V x X 58+00 Am M--%\= X — � � r u 0� S3*00 4 o (y) 59+00 5 m 4 LANE TO 3 LANE CONVERSION qS.W. REVISION OFIE BV TRAFFIC CONTROL AND STAGING IOuus CB!cEd!y: TAC BOM: 1-=W BOWLING STREET 11' RWS mk: OS/1�/18 rixex RB: S N Y D E R & ASSOCIATES, INC 319 -362 --CEDAR RAPIDS, APID ,1o: 1151079 $I12@( J.15 STAGE 2 TILED LEGEND T TRAFFIC SIGN X DRUM Tr nOee1nld BARRICADE errTv FENCE -VICE Ww .(MOUNT BACK TO BACK) SIGN IDENTIFICATION B $ 8 3. r , 0 � LL s y Ym � a rc i Q O E 3 v md� Q tu N N 3 Y O m� m a z� 3m moj .wm d U Z z - O w Lu F- > z z U O U O Lu cn z cn a a ¢ J M 0 cha 0 Z O L!J W U 0 a LL J a Z it cn Pm1.0 N. 1151079 Sheet J.15 65+00 67+00 •i #a •61 70+00 i� z z x 0 61+00 ° - 62+00 O m il>i o co o -x I y We v 4 a rt 63+00 O 0 0 O _ O _ r : ROHRET RD � v �4;n�S^'> on V CAE DR ' No6� A ° 0 _ o j rm m D�� §_ ° x0 D s o � v - x 65+00 w 4 LANE TO 3 LANE CONVERSION N 16 TRAFFIC CONTROL AND STAGING IOWA CITY, IOWA ows >/�1c8 S00ARDS5z�D EoRA,IAa�escom & ASSOCIATES, INC. 319-362-99 I �-snytlervassoci Tyr. 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O W N N J Q Q M 0 06 0 O U LLI W V C3 Q LL F- J Z F- cl) 0 Rolect No: 1151079 Sheet J.18 STAGE 3 W - ROAD $ WORK ❑ e3 AHEAD _ F1l�ED i«� �, w Yx ❑ J ` n N ^ ZD18�lAY 15 At1 8: 26 ti 3 to STOP o �e CITY CLERK STOP ,�. ----- e�wn r► Y yA;� $ _o k• _- _"—_- - BiB----N---- _—_____ _--OEIC)-----------_--_DE(C) ' — --.. .__ __ ■ � ,.. 6y 0 ig --- - OE(O OE(CI � 10�----FOEICI r x o /�--OECCI_-- g O O 3 E O O O }} e0 0 bi - _O 1 1 O 1 OI 1 O 1 IO - ) O t 1 O �- 0 0 0 o— --a-e El � MOf�AON TREK BLVD 80O ° — _ a _. — ---_ — ---- —_ FO(C) --- --- -- ----- --_-- ---------- >i "° of 1 w 0 m _ LEGEND TRAFFIC SIGN X J( DRUM rtr TYPE III BARRICADE - o `— Z— ORANGE SAFETY FENCE r41 o Z Z < 0 ZO ® WORK AREA o f^^ FLANNEL iA vI SCALE (FEET) O CHPNNELIZING DEVICE �� W ® SEQUENCING ARROW W` p VERTICAL PANEL / Q Op VERTICAL PANEL (MOUNT BACK TO BACK) Q NOTES: Q Q i ''Q"//Only $ T Qo Z z_ V 3 O CONSTRUCTION SIGN IDENTIFICATION W �o1nPs may be closed sidewalk me. 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S005 CEDA°R WLING RAPIS?IRA REET 5209G Project No: 115%179 Sheet J20 319-362-9390 1 wNu'snyGer- associates .com 0 0 d 0 0 N END ROAD WORK STAGE 8 0 N 0 a h 11--�? 0 20 IL ED SCALE BEET] 0 ---- 218 SAY 29 AH 9. 56y f — CITY CLERK6 iOVIA C 10l';JIN 1 I � HLyO LEGEND \ o - - _. -- T TRAFFIC SIGN m U -- x DRUM ROAD A LEFT LANE r -r TYPE III BARRICADE CLOSED —x—i<— ORANGE SAFETY FENCE WORK AHEAD ® WORK AREA AHEAD ' FLAGGER U 0 CHANNELIZING DEVICE Z ® SEQUENCING ARROW j Z p VERTICAL PANEL O ''^^ M VERTICAL PANEL (MOUNT BACK TO BACK) V J O1 CONSTRUCTION SIGN IDENTIFICATION W UI O O O 0 > Q o Z z Ln 0 In O c� U U F O LV cn C/) L.� Z (n J X� x,,`x -rI xi F-0 W W v 0 MORMON TREK BLVD Z LL -- - cn J T 1 Q 1 SCK Prolad No: 11510)9 Sheet J.21 M", rmzo ;06+00 QMEv® 0 u Xy2- m 2 � p AAI C A A A m A n 2 N m y Ny m i>ii� O C1 D ITI A Z (� �mD=T7 O nO < T m i F m z c z m z y m I I I _T D � s _ m v I I 07+00 N AI /� I1 08+0O 0n I � T m 4 LANE TO 3 LANE CONVERSION _ TRAFFIC CONTROL AND STAGING IOWA CITY, IOWApEnO-- T. REVISIOND45 crena r. 05/14/�Sh7t 5005 BOWLING STREET S.WSNYDER & ASSOCIATES, INC 9362.CEDA,RRAPIDS e.52404 eP,i 0140 1151079 J 21 4 ;r N O m I' k:�-�rr M o c? ID � I � T m 4 LANE TO 3 LANE CONVERSION _ TRAFFIC CONTROL AND STAGING IOWA CITY, IOWApEnO-- T. REVISIOND45 crena r. 05/14/�Sh7t 5005 BOWLING STREET S.WSNYDER & ASSOCIATES, INC 9362.CEDA,RRAPIDS e.52404 eP,i 0140 1151079 J 21 Avm v`Siaq v�bnv 65+00 - h I-I it - gio I m n 0 O a -c ® 0 —0 � 1 60+00 2 A A O O A` C IQ yo ^iz9 m9Tr i nz m Mx 0 66+00y zADm R c n0 A 7i I d z z m m t g y A m O F < m m z c m z 0 o z m z� m K ? y m D IkI 0 ~ * z 0O I D k61+00 II I I x + - 67+00 $ - 3 O z lyl x x 4 o mof O 9 s .a �R o - - 62+00 0 0 0 y z k 0 A - I 68+00 t m m D o I,.,...,,.. o m cc) I x - I I �� 63+00 t 69+00 m �o=so-0 CAE DR 64 0 Ion ROHRET RD 70+00 0 M I or a � tin + ii ant D ne =00 m D a p m O s z m � m o � 65+00 4 LANE TO 3 LANE CONVERSION TRAFFIC CONTROL AND STAGING IOWA CITY, IOWA E; „ ous °" Tic ae . "p a. , RWS o+. 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X _ o I o b 0 1 0 1 0 1 C 0 0 1 0 n _. 1 -.n -_—d MORMON TREK BLVD � - __ _ Y \ L �r n':'Y'✓I � VVY LEGEND VO T TRAFFIC SIGN X DRUM TT TYPE III BARRICADE ORANGE SAFETY FENCE WORK AREA ' FLAGGER SCALE tFEET) 0 CHANNELIZING DEVICE ® SEQUENCING ARROW p VERTICAL PANEL M VERTICAL PANEL (MOUNT BACK TO BACK) IGHT LAN O7 CONSTRUCTION SIGN IDENTIFICATION rn CLOSED AHEAD 0 MORMON TREK BLVD ——--cic >--------------- - -- «I---- - — - -- Ezra/-- ---� ------ Ezlo -- 0 0 ROAD WORK K0 I N AHEAD o z 3 0 0 0 a X® x 0 �m d LL L Ym x o N VI ; Q O_ o U yo ¢ary O yvia 0a�zQ o� m0� oUm m V _O v/ cn W W C7 Z z — U OU O W N c/) Z C/) J J Q M 0 z U LII Lu U a LL J Q Z Protect No: 1151079 Sheet J.27 00 N � Me ,e • m f c m 2 p A A A Z z z n x m � lel - (l n n > m n z o < b F n n m z n m 19 M0 0 Fr --m—, i I© ly ' 71+00 t y - 72+00 X 4 73+00 I o 0 z m — 74+00 _O o � q ? 0 � o m a > T. O 1 / I �17 3n — 75+00 II II a I - II II 01 II u � u u WALDEN RD - 76+00 II - II G) M G)1m I � � I II On 11 4 LANE TO 3 LANE CONVERSION TRAFFIC CONTROL AND STAGING town CITY, IOWA AE°Is° "'� e` e�....: DMS TAC N ar .Qa�ew�: RWS Dr: 05/14/18 cw Bc Po: SNYDER & ASSOCIATES, INC. a;e=�om Fro;ecl No 1151079 Sheet J.28 3,936139°°REAP°rdeAa° ROAD WORK LEGEND T TRAFFIC SIGN X DRUM -� -�- TYPE III BARRICADE —x—x— ORANGE SAFETY FENCE ® WORK AREA FLAGGER o CNANNELIZING DEVICE ® SEQUENCING ARROW p VERTICAL PANEL H VERTICAL PANEL (MOUNT BACK TO BACK) O CONSTRUCTION SIGN IDENTIFICATION 0 -----_° 0 0 0 0 0 STAGE 8 00+99 HERE ON R• EEDD DO*L9 ii m a 'I j I o o I I,; 1LL FILED I I 0 7818 MAY 15 AN 8: 2 CITY CLERK 1 0 IOVIA CITY, IOWA t, r. o i I 0 C� ` C DR O Z 0 0 0 o-- 1 3 . t L �m o a` a 0 L) h a `wh 3 w<v O yya z op mem oom Z O cn W W F-- O v 0 0 W N N Z cn -j a M 0 O z ~ 0 W W U Z LL J Q Z Project Na. 1151079 Sheet J.28 00+6L KEEP RIGHT 00+8L OOFLL KEEP RIGHT x0 —o 0 0 o P mo 0 0 0 1 1 11 V XK IF I GES •Y..YLI- ' TRAFFIC SIGN � gi u' � 7 DRUM W TYPE III BARRICADE � Z K- ORANGE SAFETY FENCE Y WORK AREA c FLAGGER o N CHANNELIZING DEVICE SEQUENCING ARROW ¢ VERTICAL PANEL b z VERTICAL PANEL (MOUNT BACK TO BACK) g 3 V o°- Q 0 I CONSTRUCTION SIGN IDENTIFICATION w�q 3 O �ya Na_ o� wm oUm - Z cn W LJJ Z z Vo U O W N W z °z cn Q a Q J � M 0 Z H 0 W W U 0 Q U J Z N Pmje No: 1131079 Sheet 199 ROAD WORK � STAGE 9 ��g M a : ROAD �. W WORK ¢ ` °� n 0 AHEAD O O O y z a OD - Location of i9 n per - JDo �& a w ^ BO roads KEEP Iowa standard p ans.Q 00 a »m9g oa CLERIGHT o" O d38O ' I � I 0 0 0 0 0 0 0 0 0—r,—�r- ❑ LEGEND AHEAD T TRAFFIC SIGN KEEP M a 2 Tr TYPE III BARRICADE � Location sign per — ORANGE SAFETY FENCE U Q Q Sheet J.30 ® WORK AREA Iowa DOT standao rd roods plans. N 3 RIGHT 7 ' FLAGGER / I� SCALE (FEET) � STAGE 9 ��g M a : ROAD �. W WORK ¢ ` °� n 0 AHEAD O O O y z a OD - Location of i9 n per - JDo �& a w ^ BO roads KEEP Iowa standard p ans.Q 00 a »m9g oa CLERIGHT o" O d38O ' I � I 0 0 0 0 0 0 0 0 0—r,—�r- Ll 0: LEGEND T TRAFFIC SIGN X DRUM a Tr TYPE III BARRICADE P-� Z — ORANGE SAFETY FENCE U Q Q Sheet J.30 ® WORK AREA a 2a u ' FLAGGER / I� SCALE (FEET) o CHANNELIZING DEVICE ROAD X ® SEQUENCING ARROW -� WORK VERTICAL PANEL AHEAD VERTICAL PANEL (MOUNT BACK TO BACK) ° O CONSTRUCTION SIGN IDENTIFICATION Location of sign per Iowa DOT standard roads 00 O w r a plans. 0 ch 00 0 DD 0 Ll 0: — _ scxwxa� uew a Project N. 1151079 U Q Q Sheet J.30 X ° O w r a oa— �w, �Um ROAD — ROAD CLOSED V AHEAD Z CLOSED 6•- U Location of sign per wa DOT standard n r r plans. O f^ W7 W > Q Zz U°a U O r O O O W N Cl) m � J a Q , 0 ' / — -- - ZO -- — W W U Q � Z LMORMON TREK BLVD —11 ,`'I I I I I I L� v F - (n 0: scxwxa� uew W ❑_ Project N. 1151079 U Q Sheet J.30 m m A< m m Z 0 A A C z 0 F 2 m C� O cC p ,Po m m n n m Z N n ti L CJ Z D Dn AA Ll z i i g m a O y N m O C5 0 f n m C m n m z m z ti m n D x ti O 0 Z O m D n x 94+00 �. BARTELT RD 0 r c9 c4 w _ t. 98'+00 V PETSEL PL 99400 I cn _o I �' 4 LANE TO 3 LANE CONVERSION TRAFFIC CONTROL AND STAGING IOWA CITY, IOWA MMK FEVISION MlE By EroM oms C d„9y. TAC �; 1•=W BOWLING STREETS .WSNYDER & ASSOCIATES, INC CEDAR RAPIDS, IA 04 1 �.snyder-associales.com r.cnnlmn: RW5 o 05/14/18 Fl.m eA v9: Project No: 1151079 Sheet J.313i9-362-9394 Point Station Offset Side Elevation 1 63+34.70 22.89 LT 721.69 2 63+36.50 10.90 LT 722.06 3 63+56.44 10.93 LT 723.22 4 63+56.31 20.89 LT 722.88 5 +70.50 20.99 LT 723.64 6 63k53 34.53 LT 723.36 7 63180.'N 34.45 LT 723.88 8 63+80.27 It.49 LT 723.48 9 63+88.20 62.67 LT 723.43 10 63+76.74 63.50 L 723.15 11 63+71.73 49.14 LT 46 12 63+68.70 44.14 LT 723.3 13 63+62.26 36.53 LT 723.14 14 63+57.25 32.27 LT 722.91 SS 63+27.18 72+74 LT - 1663+85.12 61+63.67 48.80 LT 723.89 17 63+87.97 76.29 LT 722.89 18 63+77.45 76.55 LT 1 722.69 Notes: All elevations are form unless noted otherwise. grade or top of slab c2(D) -------- I i n Lwl MORMON TREK 13LVD R/W I 1710 r R/WR/W Bus Route - k- us -2 72 1 I I 1 Z 1 0 10 1 1 I 1 9CALE IFEEt> � Nates' LEGEND All longitudinal joints will be either KT -2 or L-2 unless indicated otherwise OProposed Pavement Improvements near the c joints should not be placed near the center o/ the proposed bike lane. 37 FILED 101 35 tAY 29 AN 4 CICITY", O Y"A 1. Point Station Offset Side Elevation 21 64+01 75.92 LT 723.21 22 64+03.85 62.33 LT 72196 23 64+06.84 48.43 LT 724.60 24 64+08.09 3;.52 LT 725.22 15 64+09 21.02 LT 725.81 26 20.29 21.04 LT 726.43 f T'T 64+20.35 10.96 LT 726.74 28 64+34.43 10.90 LT ]2].55 29 64+56.64 22.96 LT 728.05 30 64+35.11 31.46 LT 726.55 31 64+27.11 3&45 LT 726.07 32 64+22.54 44.17 LT 725.74 33 64+19.54 49.17 LT 725.48 34 64+14.82 62.54 LT 724.56 35 64+14A8 75.68 LT 723.71 36 61+63.67 72.26 LT - 37 64+14.48 90.64 LT 722.74 38 64+0416 90.78 LT 72259 39 64+91.05 22.50 LT 730.27 40 64+90.58 10.83 LT 730 4 41 64+56.51 10.90 LT 728.74 Notes: All elevations are form grade or top unless noted otherwise. of slab 43 63+56.63 11.26 RT 723.65 44 _63._70.23 11.27 RT 724.20 45 63*80.94 11.29 RT 724.62 4663+90.36 10.99 RT 725.13 47 9.42 11.13 RT 725.22 48 64+08. 13.27 RT 1726.09 49 64+20.21 .09 1 RT I 726.E 0 L In Stat'a, Ouse: I Side. _ 64+0175 36.65 RT 726.1+7 63+57.86F22, RT - 64+33.99 RT - 63+3676 RT 722.52 63+16.36 RT 721.14 62+96.36 RT 719,77 62+76.36 RT 718.42 62+76.75 RT 718.79 62+77.12 RT_62+96.37 RT 719.99 63+16.38 0.11 RT 721.06 63+36.93 0.09 RT 722.16 63+56.57 0.11 IT 723.45 63+70.13 (.28 RT 724.25 58 1 75 RT 1 729.21 17 74.86 _ RT 729.08 14 73.89 T 728.92 3 0. m a to wQ$ so N T 3 p; me N W �Uw d M U Z O C )s Cn 0./ `w W i Z r Y Q p N U U �_ a ///� W V) Z W cn J a M LU Ca O a ~ W Z LU Q J F Z NZ Intl 1151079 Sheet P 54 61+28.85 23.22 RT 1 727.2 83 71 57 55 64+23.57 25.35 RT 727.01 84 70 D IS\ 7] 56 bt+1995 27.97 RT 726.93 C f T'T 57-64;14_ 35.96 RT 86.65 86 .44 / /v/ 5 58 64+13.27 46.88 RT 727.01 87 59 64+14.19 53.96 RT 727.24_ 88 ^t N 59 I 60 64+04.44 55.24 RT 727.29 89 CO 61 63+95.06 56.46 RT _ 727.31 90 Be l 62 63+86.36 57.59 RT 726.91 91 61 9. II 3 63 63+84.40 44.37 RT 725.90 92 R zl. -r . 1 64 63+81.62J22.60RT RT 72517 93 J 65 63+75.20RT 724+71 N 43 66 63+64.22RT 724.43 92 67 63+59.22RT 724.32 RD 4 68 63+90.64RT 725.31 8' 9 1E 69 64+09.19 726.20 91 70 63+92.64RT 726.06 0 Notes. Ail elevationsare farm gradeortop ofslab munless noted otherwise. 70 I, P OTTO 24 MICHAEL P R, WFI 1915 CAMRRIA I MAN CT 'ARA OTTO Stat'a, Ouse: I Side. _ 64+0175 36.65 RT 726.1+7 63+57.86F22, RT - 64+33.99 RT - 63+3676 RT 722.52 63+16.36 RT 721.14 62+96.36 RT 719,77 62+76.36 RT 718.42 62+76.75 RT 718.79 62+77.12 RT_62+96.37 RT 719.99 63+16.38 0.11 RT 721.06 63+36.93 0.09 RT 722.16 63+56.57 0.11 IT 723.45 63+70.13 (.28 RT 724.25 58 1 75 RT 1 729.21 17 74.86 _ RT 729.08 14 73.89 T 728.92 3 0. m a to wQ$ so N T 3 p; me N W �Uw d M U Z O C )s Cn 0./ `w W i Z r Y Q p N U U �_ a ///� W V) Z W cn J a M LU Ca O a ~ W Z LU Q J F Z NZ Intl 1151079 Sheet P 1 AC0'the napropos l ntEr o! the ed lacealone. I 1715 CAMRRIA v_.a I \ '1 OTTO MICHAEL P a WFI 1 MAN. SARA OTT i� CT I el Project No: 1151079 Sheet LA V Z Z O ^ CO LL W LLJ i� Y Q p w v U L O W cn Z w c/) Q J w M 0 � 0 z H W Z Q y J U Z z cn Project No: 1151079 Sheet LA g2E w b i � J D N 69 Stop Sign/Street Sign HARVEST WA OFN PI ACF RFTIRFMFNT RESIDENCE IIC Mormon Trek & Walden Rd � ARVFST MLITIIRI ANN WAMRIII � 7423 WAL ❑FN RD .71 Z 24015HADY,IC Fy N CT 31C9 Colored PCC CIERK/w C1iY m R/W R/W /W R6W R/W ;' p x e a n o =.(C, ^- -- -- ------ OE(C) -------- ---- E OE(C) --- ----- -- OE(C) - - - - - - - - ----- OE( - - - - - - - - - - --- n-, --- - - - ------------- - - Point Station Offset Side Elevation - 3 W a n 1 74389.23 21.91 RT 731.40 '.i O ~ N r m 2 75+07.22 21.82 RT 730.22 a 3 75327.30 21.71 RT 728.86 -__.1___--_. o a - 4 75.46.73 21.60 RT 727.52 - 5 75366.48 21.49 RT 726.15 moe I MORMON TREK BLVD o U m 6 75+66.72 21.38 RT 724.66 7 76+06.01 21.28 RT 773.25 M -- 8 76+26.48 21.17 RT 81.80 _- 9 76+46.141 21.06 RT 720.35 10 76,66.21 20.95 RT 718.84 it 76+66.19 33.50 RT 71844 _ . 12 76+4810 33.50 RT 719.96--- 19.% 13 13 76+26.49 33.50 RT 7ZL43 10 14 76305.98 33.50 RT 722.88 1 2 3 4 5 6 7 0 q 15 75+98.73 33.50 RT 723.40 32 31 _ T BT BT BT BT BT BT BT BT L 16 75+85.75 32.26 RT 724.33 _ tt 19.4' 19.6' 20.5' 1 20.1' 0. O _._,. 17 75+65.68 30.35 RT 725.88 .1' p �-----_ �1 75+46.13 28.49 RT 727.3118 2] --- f v/ 19 75+26.89 26.65 RT 728.73 _- \ 20 ---__---- -1Q�i8 19 -- ._____ .__ 20 75+06.% 24.76 RT 73013 �7 IB 24 - -- 17 25 --__.__. ___ -------t5 �r ". 21 74389.23 23.07 RT 731.65, TC --- . Ifi 11 22 75+00.00 30.12 RT 731A7 •: R/W R R/W R/w Q ll 75+3225.00 3250 RT 729.56 /W R/W L 24 75+550.00 3488 RT 727.82 34 R/W V 25 26 755.00 76+0000 32.27 39.50 RT RT 725.97 72407 a � R/W V `----- ----' - - � R/W R W R/W U 2.7 28 29 176+25.00 76+50.00 76N5.00 t °u Rr 3950 RT 39.50 RT 722,26 7204 718.5 .. _ - � _ _ .I P�G 36 RCC -: W Z ill co Notes: All elevations are form rade 8 orto P of slab Point Station Offset Side Elevation o \ L _____ ___________________ _______________________ Q W unless noted otherwise. 31 74+82.41 2844 RT 732.52 \ a J O TC: Top of Curb 32 74+73.32 2844 RT 733.01 1\ 710 W / 21 I O 20 33 74+73.32 3838 RT 733.16 39 74+81.32 36.38 RT 732.64 'L/ 18 17 M (Dry Z / � RICE_ RRYON A 35 75+98 39.50 RT 77A.04 ---� RHE A PAl 11 W .45 37 C----1 A B FRLIHLING RHONDA M LOL O / .IFMA CT % 75+%.07 47.50 RT 724.16 $tNGH. 29 JEMA PRATIRHA CT O 91 .IFMA CT ;1g IFMA CT r W Notes: All elevations are form grade ortop of slab RR Ties ITC:Ta ) r�_ W W ofcurb -- _ Planter Z �t BricksJ W ll - Z z 4" PVC ru �� X F.L.= 720.52 - U - ----- I F7 SOaLE LFEET) I ! r LEGEND Nates' All longitudinal joints will be either KT -2 or L-2 unless indicated otherwise O Pavement Improvements LonProposed the c joints should not be placed CC Pavers-' - near near the canter of the proposed bike lane. \ / / Project No: 1151079 Sheet L.2 Point Station I Offset I Side Elevation Point Station Offset Side Elevation I 61 77+81.28 0.37 LT 710.68 81 78+26.17 11.52 LT 707.43 7p 62 77+81.49 11.20 LT 710.43 82 ]8+49.67 11,44 LT 706.21 HqR VFST MLI7l1Rl. ANN WNAflLII 63 78+02.43 11.44 LT 709.05 83 j78+56.46 11.52 1 LT 704.78 7401 SHADY QI FN CT 64 ]8+01]8 22.81 LT 709.28, TO 84 ]8+66.25 23_08 LT 704.44 65 77+81.45 22.65 LT 710.39 85 78+58.35 23.Ofi LT 704.95 66 77+72.01 22.58 LT 711.13 86 _ 78+5034 23.03 LT 705.31 I Ill 67 77+64.01 22.52 LT 711.49 87 78+44.63 23.01 LT 705.71 68 T+54.70 22.5] LT 712.12 88 78+25.&1 22.94 LT 707.11 I 69 77+54.70 11.03 LT 712.45 70 77+54.98 0.00 LT 712.55 I 71 77+64.61 0.02 LT 71194 - - -- - - - - J R/ I-- 72 77+64.53 11.09 LT 711.75 1 Votes All lovat onsare form grade or top of s lab R/W _ `I R/W R/W R n 67 66 6 KT- KT - 17.0' 69 72 tt� U MORMON TREK BLVD KT -2 -tY1� m C - R/W R W R/W R/W R/W Ri ❑ A 1\ ---------------- -------- ----L---- -------_---- 0 I- t FRIIHI INC. RHONDA M 13 JEMA CT I 18 18 RHEA- PALII A B 71 JEMA CT XT Notes All longitudinal joints viillbe either KT -2 or L-2 unless indicated otherwise 0 to BCAL� LEGEND FF Proposed Pavement Improvements 6 r-64.471 10.89 1 RT 711.77 7 77+81.23 10.79 RT 710.50 8 77+91.25 11.05 RT 709.77 9 77+9(3.99 21.97 RT 709.76 10 78+03.36 22.22 RT 708.72 11 .78+03.90 37.57 RT 708.09 12 179,15.24 37.30 RT 707.54 13 78+15.51 52.11 RT 707.21 E14 78M4. 19 53.14 RT 708.04 15 78+16.10 72.52 RT 706.50 es. All elevations are form erode or too of slab L� F�J 71 GI F � ) o55 MORMON DANNY TREKABLVD � R 2818 MAY 29 At! 9 54 L----------t',{i %i�.RK ------------- R/W 1�21�ii I �q CITY. R/W _ - R 9.9' -I 12.8' FEUERBACH. a` w FDA M 8, S1 1 r' 1 ort far on Offset Side Elevation . �l 16 di�7+92 56 73.04 RT 707.01 17 9 92.97 RT _ 705.97 I O 18 20 113.20 RT 761.91 O 19 0 114.81 RT 7W.82 20 6 93.20 RT 706.07 - _ _ _ 21 5 73.28 RT 70747 _ -y 22 4 62.87 RT 708.3 Point Station Offset Side Elevaaon 23 23 47.50 RT 709.57 31 77+62.85 63.50 RT - 24 85 39.50 RT 710.21 32 177+26.32 11.12 RT 714.53 25 Ol 34.93 RT 710.6 33 78+03.11 10.91 RT 708.99 26 77+64.01 33.52 RT 710.97 34 ! 77+64.23 2L41 RT 711.46 27 77+47.94 33.50 RT 712.12 35 77+8131 21. 77 RT 710.21 28 T7+26.20 33.50 RT 713.80 3e ]Ba36J0 92.16 RT 705.75 29 77+06.281 33.50 RT 715.39 37 _77_+00.00 395 RT 716.6 30 76+86.78 33.50 RT 716.87 3S �i77�25.00 39.5 __' RT 711.63 2" W R1 Point 1 Station Offset Side Elevation 41 78+38.56 71.41 RT 705.41 42 78+27.06 71.88 RT 706.00 43 78+26.64 51.90 RT 706.73 44 78+38.24 45.26 RT 706.11 45 78+26.29 37.02 RT 706.92 46 78+40.12 37.26 RT 706.01 47 78+26.08 22.17 RT 707.14 48 78+26.62 10.56 RT 707.46 49 78+43.68 10.38 RT 706.37 50 78+52.75 24.20 RT 1 705.39 51 78+60.75 22.03 RT 705.01 52 L78+66.461 10.38 RT 704.51 53 21.92 RT 701 - 54 178.66.631 78+63.18 1 46.91 RT Notes: All elevations are form grade or top of ,LSI unless noted otherwise. 1Ff j o U S N y - rc .. o = 3 0 0 F 3 e U h$� Q son1 in 0� rc moy ur W Q �to Z Z 0 C0 U) w W C7 > Y Q Z Q 0 v W U) Z w C/) J w Q M LD L0L Z LL I'� 0 W Z LLIN Q aI J W Z /� Z N Project No: 1151079 Sheet L.3 E'l laa4S 6LOIS77 -N 100(011 18 I T6'9b si'E9+ez cn Z T Z m r T8"bOL 18 BE OT Z zs aslmi0470 pal0u ssalun gels to do710 opeaa=ol we suopenala 8y saiON - 18 I T6'9b si'E9+ez t5 bS'VU IS Z6lz E9"99+8L ES T8"bOL 18 BE OT 99'99+81 zs To SOL 18 Eo zz 5109+8L is 6E'SOL 18 OZ'bZ SL'ZS+8L 05 LEVU 18 8E'OT 89'£4+8[ 66 9b'LOL 18 9s'OI Z919Z+8L 86 bT'LOL 18 LT'ZZ 8092+8L LO TOML 18 9Z'LE ZTTW+HL 90 Z6'90L LN ZO'LE 6Z'9Z+8L S4 IT -90L 18 9Z'S4 9Z'8E+8L bD '90L 18 06 IS 49'9Z+8L f4 WIN 18 ae'TL W"a+aL zb '4 OL 18 TV TL 95'BE+8C Ib u 011e1al3 K 1as710 uoile75 wi01 v O m bE m o Z 68'oi ��✓� go m W T6'01 II'EO+BL EE 9"OIL !tl vmn SO'ZL+LL SZ DS'LOL cn m z ZE cn 18 m�� -� VZ 60'80[ ltl -------s O D Z M/Z 05 L9 EZ'88+LL EZ ZL SOL D Z< -01MS WIN] E'SOL C) m ba"Z6+LL ZZ 9L'60L X EI'iIC �m/� VI 85ZZ cn 18 18 8Z £L 1 OZ E6 SO'E6+LL I 9b"E6+LL O E'i 1❑ � OE'OIL Z S9'ZZ Z S9 ""VOL A C7 52"99+BL 68 J1'8Z'60L ll IS ZZ SL'TO+8L Z5 �m0 11 ZS'IT 99'99+8L E8 m gAf 11 6V'II E8 E9 TL90L 11 99'11 $z 7>m _ D EV OIL �A OZ'IT 6918+LL Z9 EVLOL 11 75 IT LT'9Z+8L T8 3 C) LE'0 a9 � 'aAmAl T9 D- api5 1as170 u0pe15 lu lod $ x apts lasg0 uope7S lulod . 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MARY M 2351 CAMFRON WAY Notes All longitudinal joints willbe either KT -2 or L-2 unless indicated otherwise Longitudinal joints should not be placed near the center of the proposed bike Ione Z L�-]- LEGEND Proposed Pavement Improvements 74 j d IINIVFRSITV OF IOWA N COMMUNITY CRFOIT UNION W B21 MORMON TREK RI VO --------------- 9II 3 RD RI N 17 37 10 CD C1 - _ I I 10 R/W 4e C I C R/W 19 1 9.r R -O p 20 0 35 _ N cc Point Station Offset Side Elevation 51 84+96.72 10.98 RT 697.96 52 85+17.28 10.88 RT 698.25 53 85+17.23 20.93 RT 697.98 54 85+37.96 20.65 RT 698.24 55 85+39.65 31.99 RT 698.55 56 85+39.62 42.52 RT 698.74 57 85+39.61 47.02 RT 698.88 58 85+30.31 46.99 RT 698.45 59 85430.231 43.70 1 RT 698.39 60 85+29.08 35.82 1 RT 698.24 61 8501.25 25.76 RT 698.00 _ 62 85+44.46 23.37 RT 697.90 _ 63_ _ _8_5+16.25 85+10.25 22.43 RT 697.66 6A 84+96.54 22.39 RT 697.62 65 85+10.20 42.43 RT - 66 84+76.73 2241 RT 697.34 67 84+56.73 22.42 RT 697.06 68 84+56.72 11.01 RT 697.46 69 84+76.721 10.99 RT 697.71 Notes: FII elevations are form grade or top of slab unless noted otherwise. 6 O C FIL:D 7816 MAi 29 �---------, CITY 1 1 I 1 I 30 I W I C IR Point Station Offset Side Elevation 31 1 S+ .14 11.19 11.29 LT LT 697.97 698.28 3 15,36.62 11.30 LT 698.60 33 5+56.56 1103 LT 699.87 .88 85+96.18 11.16 11.29 LT LT 699.11 699.35 7 85+96.28 22.66 LT 698.94 8. 85+86.13 22.66 LT 698.89 9 85+31.88 63.88 LT 699.68 10 85+75.58 24.96 LT 698.83 11 85+70.60 28.02 LT 698.96 12 85+64.83 34.47 LT fi99.14 13 85+62.44 39.48 LT 699.26 14 85+44.46 63.76 LT 699_91 _ 15 85+61.18 51.59 LT 699.68 16 85+56.29 51.63 LT 699.67 17 85+44.49 51.72 LT_ 699.46 18 85+31.86 51.82 LT 699.10 19 85+31.33 42.31 LT 69855 20 85+30.56 39.53 LT 698.51 21 85+28.22 34.52 LT 698.45 22 88+18.33 25.33 LT 698.32 23 85+56.15 63.67 LT 700.15 24 85+06.78 22.56 LT 697.94 25 84+97.01 22.60 LT 697.63 26 85+17.02 20.98 LT 698.23 27 SS+21L87 20.94 LT 6984 28 85+36.74 20.93 LT 698.50 29 85+44.51 20.91 1 _ LT _ 698.59 30 85+56.49 20.88 LT 698.72 Notes: All elevations are form grade ar top of slab unless noted otherwise. MORMON TREK BLVD 00 i 6162 R/W -----___-__1- i MCI ATCHICHIF KATHLEEN I/ Z FRKCT r� I I P Station I Offset I sl;le `elevation 31 85+61.33 3 _ RT 69847 32 85+31.90 17.3€ RT 698.73 33 - 42 78 __ RT 698.61 85+56.41 32.6699.0135 IT 698.58 Q 85+44.49 42.299.1036 698.48 U 85+56.35 42.199.2937 W 698.74 W 85+06.89 -- -'.1 698.67 85+86.07 .. BT 698.65 39 i 481699.5640 RT 698.62 80 85+59.06 35.74 RT 698.35 81 85+58.53 1 43.69 RT 698.43 82 85+78.521 42.40 RT uc43 Notes: All elevations are farm grade or tap of slab unless noted otherwise. Point --_ Station I Offset I Side Elevation 31 85+61.33 63.6$26 700.10 32 85+31.90 32.698.55 '' ^^- v! 33 85+44.50 32.6698.8134 LU Z 85+56.41 32.6699.0135 Q Q 85+44.49 42.299.1036 U U 85+56.35 42.199.2937 W W 85+06.89 47.538 C/) 111 85+86.07 47.6- w 39 85+61.07 481699.5640 O Z O 85H1.89 47.7698916481698 W W Qit Co J W IT uc43 ''Z^/ V/ 85+77.18 0.3169918 E2(n) ----- Project No: 1151079 Sheet LA U Z Z _O N '' ^^- v! W W LU Z z Q Q O U U O W W Z W C/) 111 Q w M (D O Z O 1 P W W Qit Co J W IT Z ''Z^/ V/ Project No: 1151079 Sheet LA R/W R/W 14 Notes All longitudinal joints will be either KT -2 or L-2 unless indicated otherwise Longitudinal joints should not be placed near the center of the proposed bike onuto Z Iiz!! SCALE (FEET) LEGEND ImProposed Pavement Improvements Paint C\ k N O Q }} �/ � l t 2� �6 +Ve L J� 2 J J= 93 85+73.8094 69&F5- CJ a 85+17.23 0 RT H R/W R/W 14 Notes All longitudinal joints will be either KT -2 or L-2 unless indicated otherwise Longitudinal joints should not be placed near the center of the proposed bike onuto Z Iiz!! SCALE (FEET) LEGEND ImProposed Pavement Improvements Paint Statl Offset Side 91 95.72 .36 .23 LT 92 85+72.47a48.56 2 IT 93 85+73.8094 69&F5- 53 85+17.23 85+8510% RT 697.98 54 85+87.9796 20.65 RT 691124 85+08.0997 85+39.65 3199 RT 85+21.36% 56 85+39.62 42.52 85+24.77 691174 57 t� 74 tINIVFRSITY OF IOWA COMMUNITY CRFOIT UNION 875 MORMON TREK BLVD C Modulor Block I Ret. WallA �_ PH R/W _- -- o 00 Poitnt Station Offset Side Elevation 1 84+%J2 10.98 RT 697.96 2 85+17.28 10.88 RT 69&F5- 53 85+17.23 20.93 RT 697.98 54 85+37.96 20.65 RT 691124 55 85+39.65 3199 RT 69IL55 56 85+39.62 42.52 RT 691174 57 85+39.61 47.02 RT 69&98 58 85+30.31 46.99 RT 69&45 59 85+3023 43.70 RT 69&39 60 85+29.08 35.82 RT 69&24 61 85+2L25 25.76 RT 698.00 62 85+1625 23.37 RT 697.90 63 85+10.25 22.43 RT 697.66 64 81+96.54 22.39 RT 697.62 65 85+10.20 4143 RT 699.68 699.67 66 84+7673 2141 RT 697.34 67 84+56.73 2142 RT 697.06 68 84+5672 1101 RT 697.46 69 84+76.72 10.99 RT 1 697.71 Notes: All elevations are form grade ortop of slab unless noted otherwise. a m W Q 1 11 3 �N t i O W Modular Block Ret. Wall r94 R i 1615 9CD 39 4.9 9W 13 m to 00.__ Point Station Offset Side Elevation 1 81+96.91 11.19 LT 697.97 2 85+17.14 1L29 LT 698.28 3 &5 +36.62 11.30 LT 696.60 4 85+56.56 11.03 LT 698.87 5 85+76.88 11.16 LT 699.11 6 85+96.18 11.29 LT 699.35 7 85+96.28 22.66 LT 691194 8 85+86.13 22.66 LT 698.89 9 85+31.88 63.88 LT 699.68 10 85+75.58 24.96 1 LT 1 69&83 11 85+70.60 21102 1 LT I 6 12 85+64.83 34.47 RT 699.14 13 85+62 .48 LTJ 699.26 14 +4446 63.76 LT 699.91 16 85+6118 85+56.29 5159 51.63 LT LT 699.68 699.67 17 85+44.49 51.72 LT 699.46 18 85+31.86 51.82 LT 699.10 19 85+31.33 42.31 LT 69&55 20 85+30.56 39.53 1 LT 698.51 21 85+2&22 34.52 LT 698.45 22 85+1&33 25.33 LT 698.32 23 &5+56.15 63067 LT 70D.15 24 85+06.78 22.56 LT 697.94 25 84+97.01 22.60 LT 697.63 26 1 85+17.02 20.98 LT 69823 27 85+31.87 20.94 LT 698.43 28 85+36.74 20.93 LT 698.50 29 85+44.51 20.91 LT 698.59 30 85+56.49 20.88 1 LT 69&72 Notes: All elevations are form grade or top of slab unless noted otherwise. 82 K / W 1� a Qi � 13 i i. MCLATCHIF. KATHI FFN / 7 CAMERON CT I / _I MORMON TREK BLVD Point Station Offset Side Elevation 71 85+51153 47.38 RT 698.47 72 a5+55.72 47.38 RT 698.73 73 85+55.72 42.78 RT 698.61 74 85+56.47 31.99 RT 698.58 75 85+57.29 20.38 RT 698.48 76 a5+77.28 20.11 RT 698.74 77 &5+77.31 22.44 RT 698.67 78 85+74.42 22.82 RT 698.65 79 85+69.43I .58I LT I698fi2 80 85+59.66 35.74 1 RT Jill698.35 81 85+513,53 43.69 1 RT 1 693.43 82 85+7&52 42.40 1 RT 6%.% Notes: All elevations are form grade or top of slab unless noted otherwise. R/W Point Station Offset Side Elevation 31 85+61.33 63.66 LT 70010 32 85+31.90 32.72 LT 69155 33 85+44.50 32.68 LT 698.81 34 a5+%.41 3266 LT 699.01 35 85+44.49 4220 LT 699.10 36 85+56.35 4111 LT 699.29 37 85+0889 47.56 LT - 38 85+86.07 47.66 LT - 39 185+61,071 4&12 LT 699.56 40 85.31.89 47.73 LT 698.91 33 28.72 LT 698.38 42 &5+%.55 LT 6%.% 43 85+77.18 0.31 1 LT 699.18 -_- 'C2(M--_-----_.__-- R/h Q O m V w$g o a m Q_ y Vj za z� 0 r Ibi w p U In N dt V Z Z /O_�/� ff /^ Cf) v! W W i Y Q Z U UO O W U) Z w cn o a M ( 06D O O ck H w LLJZ Q F ''Z/^ Z v! Project No: 1151079 Sheet L.4 L @ ; R,n ].25 Z do 0 F.L.3.95 12" RCP SE W Q O O 3 n ao rn Y x " d ` Q Morrm n T ekfeselw Eden Rd =+tea R' •72963 Rm•71261 Cross Wcc - 33.11 F.L.=723J5 12 RCP N Colored PCC------- F.L.-705. Ba 12" RCP w any..�fr�u�. . Trod rt 0 Q - FT /27.90 12" RCP N `1.=723.130 12" RCP 5 Colored PCC OewrJt ve Brck f.L.=705.22 15" RCP E cob,ed PCC o h .• Wf Lr]27.90 R- RCP E `1.= 24.42 12" RCP NW F. 055112 RCP 5 - - C1(BI ---- i r•�f?R=730.08 15" PVC W _ _ _ .. _. _- i _-____(Cl��0E(C__ , ____FOE(Cl - _ --. __ _____OEt _ ___-- -._-+ +'35 MPH - ------ --------- ..--- --- ¢ 5 2 C) 3 F B1 v iT0 3ci 61 < MORMON TREK BLVD Refer to the a Sheets for a B m lj S.attain installation detail.ST- - Wf91 - �p __ - _ -a;mer _________ _P 1- c----- - - €Z ICI --moig7 Z_RSP O -__---___-.----__ 1 1' _• • _.• -.�..� ST-2 EW Wood to, �"� 1 ° �'.` Y^-T .. �.,5..._... -rte 0 1 m Uw ���Y'1• �� VV �� PCC Bondi, e � Z f g Wail inn k Fence O - O I� _ 0 9 H r, 00 Planter F L,=702.93 "RCP W O P 1V723.1n n RR Tias I `�I� z Z V/ N W Z Q - - -- !I - Insulating Water Main �� r - LU 'v, s� ! ! A. Insulating water main shall be included where there is less than ^ Z v, mein p li 5 feet of separation from the proposed storm sewer system. m aN-. -p __. z ! B. Insulation shall be closed cellpolyslyrene boards (exterior gradew oH� 3nN ! Q Z Q - bp blue boards) with a minimum dimension of 2 in. thick z 2 ft. wide. The v vvnvi J Q insulation shallhave a minimum R-Volue of R-9 and comply with 3v1i 3J ASTM C 578-92.715 p lniaw urn _ M d '- -- ""'-'-- - - - — C. Prior to placement, a minimum of two insulation boards (4 in. aE--*"-- T total thickness) shall be installed overtop the granular bedding p "n0 -- -. - materialin o staggering arangement to eliminate continuous taints. - _ f _ ~^ in N 1 O 1 LU Controcto, the is ul exercise tare when backfilling as to avoid q damaging the insulating material. 7 Exist. Comm. Lines Lu W W '"-_---i- Unknown Depth 0 dewaE. tering, furnishing ollregmr Gr moteminor els ding ana, excavation, (n n j dewatering, installation, Class) Granular Bedding and Backfill, and 7 - - -'- all other associated work. -- L - necessary g Inv =706.53 Out (W) PA OO LF _- y 7 5 Fee- Exist Water Main CP a 2 0/ tmateri heseand s provisions, insulating wo erll mare en accordance labor Inv. = 704J1In (W)I Inv JO6.J9 to (lE) nlolwork to the bid item for Storm Sewer Gravity Main _ VI This is incide y -- I- - InV.-704.50 Out (Nl Assumed Depth `- c 700 of 5'-6", Contractor Verify Inv. 705.22 Out (E) Prior to Storm Structure - -'�- Production " e I 1, i - - - Protect No: 1Ag79 Sheet M.1 of x CITY PROVIDED, CONTRACTOR INSTALL GENERAL NOTES: 1. ALL QUANTITIES SHOWN IN THE TRAFFIC SIGNAL PLANS ARE FOR INFORMATIONAL AND ESTIMATING PURPOSES ONLY. THE CONTRACTOR'S LUMP SUM BID SHALL INCLUDE ALL LABOR, EQUIPMENT, AND MATERIAL NECESSARY TO PROVIDE A COMPLETE AND FUNCTIONAL TRAFFIC SIGNAL INSTALLATION IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. 2. PROVIDE TRAFFIC CONTROL DEVICES (INCLUDING,THOSE REQUIRED TO FACILITATE CONSTRUCTION OF TRAFFIC SIGNALS) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVCES FOR THE STREETS AND HIGHWAY OPTED BY THE IOWA DEPARTMENT OF TRANSPORTATION PER 761 OF THE IOWA ADMINISTRATIVE CODE (IAC). CHAPTER 130. rre��s-s...+r 3. TRAFFIC SIGNAL SHALL BE CONSTRUCTED IN ACCORDANCE ■I TILL.1 ATEWIDE URBAN STANDARD SPECIFICATIONS (SUDAS) DIVISION 8, EXCEPT AS MODIFIED BY THE PLANS AND SPECIAL PROVISIONS FOR TR FIC SIGNALS. 4.THE QUANTIOTERACTOR SHALL FWILL URNISH ABSCHFLDEDUL MEASURqE(D�.�P��RIIu2CCryryEppyrrSYYF/OO2R ESTIM TEf 1IN OF RFIC SIGNAL QUANTITIES. PAYMENT WILL BE BASED ON PLAN S. 5. THE PLAN LOCATIONS OF UNDERGROUND UTILITIES ARY.t"11650MATE ONLY. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO STARTING ANY EXCAVATION ON THE PROJECT TO ESTABLISH LOCATIOSTRUCBNNSOT., (LA j�R+XIMATEM�(���', 6. THE PLAN LOCATIONS OF ALL HANDHOLES 7. PROVIAPPRODE PRIOBUSR TS LACINGYS HNODHOLES TO ARE DTY ONDOENGI�EERi BEFORE CI THE PERMANENT TO TRAFFIC SGNALS IENT IN THE FIELD NTO OPERATION. Y THE EER. OBTAIN ENGINEER'S 8. CONTROLLER SHALL BE SIEMENS M60 ATC WITH IP ADDRESSING CAPABILITY WITH NTCIP COMMUNICATIONS OPERABLE. FURNISH AND INSTALL 18" RISER, FINISH TO MATCH CONTROLLER CABINET. 9. REUSE EXISTING FIBER OPTIC EQUIPMENT AND DISTRIBUTION PANELS. COORDINATE INSTALLATION OF FIBER OPTIC EQUIPMENT AND PANELS IN NEW CABINETS WITH CITY. 10. REINSTALL EXISTING UPS CABINET AND EQUIPMENT TO PROPOSED CONTROLLER CABINET AT EACH INTERSECTION. 11. CABINET EQUIPMENT AT ALL SIGNALIZED INTERSECTIONS SHALL INCLUDE POWER SUPPLY FOR THE STREET LIGHTING ON THE COMBINATION SIGNAL POLES AT THE INTERSECTION. EQUIPMENT SHALL INCLUDE PHOTOCELL AND NECESSARY BREAKERS (10 AMP MIN) LOCATED ON/IN THE CABINET. LIGHTING SHALL NOT UTILIZE UPS SYSTEM. 12. STREETNAME SIGNS SHALL BE WHITE HIGHWAY SERIES C FONT ON GREEN BACKGROUND. THE STREET NAME SHALL BE 10" FONT AND BLOCK NUMBER 5" FONT. 13. INSTALL WAVETRONIX RADAR DETECTION SYSTEM. DETECTION UNITS SUPPLIED BY CITY FOR INSTALLATION. FURNISH AND INSTALL ALL OTHER EQUIPMENT NEEDED TO MAKE A FUNCTIONAL DETECTION SYSTEM. DETECTION SHALL BE SET UP BY VENDOR AND CAPABLE OF DETECTING BICYCLES. WIRING SHALL BE PER MANUFACTURER RECOMMENDATION. 14. TRAFFIC MONITORING CAMERA SHALL BE AXIS 06055-E PTZ DOME NETWORK CAMERA WIRING SHALL BE PER MANUFACTURER RECOMMENDATION. 15.I1NISTALL ONE SIGNAL CABLE FROM EACH SIGNAL HEAD TO THE BASE OF THE POLE. A 5 -CONDUCTOR CABLE SHALL BE USED IN THE POLE FOR EACH 3 -SECTION HEAD AND 7 -CONDUCTOR CABLE SHALL BE USED FOR EACH 4 -SECTION AND 5 -SECTION VEHICLE SIGNAL HEAD AND 9 -CONDUCTOR CABLE FOR THE PEDESTRIAN SIGNAL HEADS AND PUSHBUTTONS PER INTERSECTION QUADRANT. ALL SIGNAL CABLE SHALL BE e14 AWG UNLESS OTHERWISE NOTED ON THE PLANS. 16. IN COMBINATION SIGNAL/LIGHTING, INSTALL TWO 1 -CONDUCTOR 910 CABLES FROM THE LUMINAIRE TO THE BASE OF THE POLE AND LIGHTING CONNECTORS, AS NEEDED. 17. INSTALL A e6 AWG BARE COPPER GROUND WIRE BETWEEN THE GROUND RODS IN THE SIGNAL FOOTINGS AND THE CONTROLLER CABINET TO FORM A CONTINUOUSLY GROUNDED SYSTEM. THE GROUND WIRE SHALL BE INSTALLED IN ALL CONDUITS WITH SIGNAL AND LIGHTING CABLE. 18. UNDERGROUND CONDUIT SHALL BE SCHEDULE 80 PVC OR HDPE MATERIAL. ALL OTHER ABOVE GROUND CONDUIT SHALL BE GALVANIZED RIGID STEEL ATTACHED TO EXTERIOR SURFACE. COORDINATE INSTALLATION INTO/ON UTILITY EQUIPMENT WITH SECONDARY SERVICE PROVIDER. 19. UNLESS OTHERWISE DIRECTED, TRAFFIC SIGNAL HEADS ON MAST ARMS ARE TO BE ALIGNED OVER THE CENTER OF INTERSECTION DEPARTURE LANES. APPROXIMATE LOCATIONS ARE AS SHOWN IN THE TRAFFIC SIGNAL POLE DATA TABLE. CONTRACTOR SHALL FIELD VERIFY SIGNAL HEAD LOCATIONS. 20. TRAFFIC SIGNAL MOUNTING BRACKETS SHALL UTILIZE STAINLESS STEEL BANDING FOR SIDE -OF -POLE MOUNTING AND GALVANIZED STEEL CABLE FOR MAST ARM MOUNTED. 21. LUMINAIRES SHALL BE PHILIPS ROADSTAR LUMEC GPLM-64L105ONWG2R3M WITH 15 YEAR LONG LIFE PHOTOCELL. 22. MAINTAIN EXISTING SIGNAL OPERATION WITH CURRENT PHASING AND TIMINGS UNTIL PROPOSED SIGNALS ARE OPERATIONAL. PROVIDE AND INSTALL TEMPORARY WIRING AS NEEDED. 23. REMOVE EXISTING TRAFFIC SIGNAL AT INTERSECTIONS OF ROBERT ROAD, BENTON STREET, AND CAMERON WAY. REMOVE THE TOP 3' OF FOOTINGS AND CABLE FROM UNUTILIZED CONDUITS IN THE PROPOSED LAYOUT AND ABANDON CONDUITS. SALVAGE REMOVED EQUIPMENT TO IOWA CITY'S PUBLIC WORKS FACILITY. CONTACT IOWA CITY ENGINEERING TO COORDINATE DELIVER OF SALVAGED EQUIPMENT. INTERCONNECT NOTES: 1. PROTECT THE EXISTING TRAFFIC SIGNAL SYSTEM FIBER OPTIC CABLE ALONG THE WEST SIDE OF MORMON TREK BOULEVARD FROM MELROSE AVENUE TO ROHERT ROAD. 2. PRIOR TO DISCONNECTING EXISTING FIBER OPTIC CABLES AT THE TRAFFIC SIGNAL CONTROLLER CABINET, CONTACT IOWA CITY ENGINEERING DEPARTMENT TO VERIFY ANY REQUIREMENTS IN BREAKING CONNECTIONS. 3. AT THE INTERSECTIONS OF ROHERT ROAD, BENTON STREET, AND CAMERON WAY, DISCONNECT EXISTING FIBER OPTIC CABLE AT THE CONTROLLER CABINETS, PULL BACK EXISTING FIBER OPTIC CABLE, REROUTE THE EXISTING FIBER OPTIC CABLE TO TRAFFIC SIGNAL CONTROLLER, AND RETERMINATE EXISTING FIBER OPTIC CABLE. REFER TO INTERSECTION WIRING DIAGRAMS FOR PROPOSED FIBER OPTIC CABLE ROUTING. TRAFFIC SIGNAL LEGEND EXISTING PROPOSED -- -0 TRAFFIC SIGNAL --+{> ---+P- TRAFFIC SIGNAL WITH BACKPLATE -D P PEDESTRIAN SIGNAL 000 MAST ARM SUSPENDED TRAFFIC SIGNAL i (XX - LENGTH OF MAST ARM) 0 METAL TRAFFIC SIGNAL PEDESTAL ® TRAFFIC SIGNAL HEAD NUMBER ® POLE NUMBER 0 411 STREET LIGHT ON SIGNAL POLE -•-•- ----- CONDUIT TRENCHED, PUSHED, JACKED, OR BORED 0 0 HANDHOLE ® CM CONTROLLER CABINET WITH FOOTING 0 SECONDARY SERVICE POINT ® DETECTION ZONE (XX • NUMBER DESIGNATION) {}H RADAR DETECTION UNIT 1 1 POLE MOUNTED SIGN Me- TRAFFIC MONITORING CAMERA ESTIMATE OF TRAFFIC SIGNAL QUANTITIES engineering document vas Prepared ' ITEM DESCRIPTION UNITS ROHERT BENTON CAMERON TOTAL CONTROLLER 8 -PHASE CONTROLLER, CABINET, 18" RISER, AND ACCESSORIES EACH 1 1 1 3 AND RADAR DETECTION PROCESSOR AND ACCESSORIES EACH 1 1 1 3 CABINET RELOCATE UNINTERRUPTIBLE POWER SUPPLY EACH 1 1 1 3 a TRAFFIC MONITORING SYSTEM EACH 1 1 1 3 DETECTOR APS PEDESTRIAN PUSHBUTTON STATION W/ SIGN EACH 8 6 8 22 UNIT RADAR DETECTION UNIT- EACH 4 3 4 11 12" <R,<Y,<FY,<G (ALL LED) W/ BACKPLATE. MAST -ARM MOUNTED EACH 2 1 2 5 TRAFFIC 12" CR,CY.<FY (ALL LED) W/ BACKPLATE, MAST -ARM MOUNTED EACH 1 1 SIGNAL 12" R,Y,G (ALL LED) W/ BACKPLATE, MAST -ARM MOUNTED EACH 4 3 4 11 HEADS 12" R,Y,G,>Y,>G (ALL LED), SIDE -OF -POLE MOUNTED EACH Z Q 1 1 12" R.Y.G.(ALL LED), SIDE -OF -POLE MOUNTED EACH 4 2 4 10 J 12" PEDESTRIAN HEAD, HAND/PERSON, COUNTDOWN SIDE -OF -POLE MOUNTED EACH 8 6 8 22 POWER POWER SUPPLY EACH 1 1 1 3 SUPPLY /LY/ y� ?W/ tea[ TYPE IIHANDHOLE EACH 3 3 3 9 HANDHOLES TYPE IIIHANDHOLE EACH 1 1 0 2 ILL ADJUST HANDHOLE EACH Cl) 1 1 SIGNAL CABLE - 9c s14 AWG LIN FT 830 720 590 2140 SIGNAL CABLE - 7c 914 AWG LIN FT 450 590 420 1460 WIRE SIGNAL CABLE - 5c 914 AWG LIN FT 900 650 820 2370 AND SIGNAL CABLE - 2c •14 AWG LIN FT 330 350 440 1120 CABLE TRAFFIC MONITORING CABLE LIN FT 120 110 180 410 RADAR DETECTION CABLE LIN FT 730 560 670 1960 LUMINAIRE CABLE - 1c e8 AWG LIN FT 470 510 320 1300 LUMINAIRE CABLE - 1d 910 AWG LIN FT 350 350 350 1050 POWER CABLE - 1c x6 AWG LIN FT 140 410 150 700 GROUND WIRE - is e6 BARE LIN FT 460 480 350 1290 TRACER WIRE - 1c 910 LIN FT 460 370 350 1180 PULL TAPE LIN FT 460 480 350 1290 2" PVC, TRENCHED/BORED LIN FT 150 130 10 290 CONDUIT 3" PVC, TRENCHED/BORED LIN FT 60 40 90 190 4" PVC, TRENCHED/BORED LIN FT 230 240 150 1 620 CONTROLLER FOOTING EACH 1 1 1 3 CONCRETE LIGHT POLE FOOTING, LI -201 EACH 1 1 FOOTING POLE FOOTING. 2' DIA x 4' DEPTH EACH 8 4 6 18 POLE FOOTING, 3' DIA x 12' DEPTH EACH 2 2 3 7 POLE FOOTING, 3' DIA x 14' DEPTH EACH 1 1 2 POLE FOOTING, 3' DIA x 16' DEPTH EACH 2 2 ALUMINUM PEDESTAL POLE 5' HEIGHT EACH 6 3 6 15 ALUMINUM PEDESTAL POLE 10' HEIGHT EACH 1 1 2 STEEL LIGHTING - 30' MOUNTING HEIGHT / 15' ARM EACH 1 1 STEEL COMBINATION SIGNAL/LIGHTING - 24' MAST ARM EACH 1 1 STEEL COMBINATION SIGNAL/LIGHTING - 26' MAST ARM EACH 1 1 TRAFFIC STEEL COMBINATION SIGNAL/LIGHTING - 28' MAST ARM EACH 1 1 1 2 SIGNAL STEEL COMBINATION SIGNAL/LIGHTING - 30' MAST ARM EACH 1 1 POLES STEEL SIGNAL - 35' MAST ARM EACH 1 1 2 STEEL COMBINATION SIGNAL/LIGHTING - 42' MAST ARM EACH 1 1 2 STEEL COMBINATION SIGNAL/LIGHTING - 46' MAST ARM EACH 1 1 STEEL SIGNAL - 50' MAST ARM EACH 1 1 CONNECTOR - L-1, FUSED EACH 6 6 6 1 18 LUNARE CONNECTOR - Y-1, FUSED EACH 4 2 2 8 LUMINAIRE, LED EACH 3 3 3 9 STREETNAME SIGN - 78" x 16", MAST -ARM MOUNTED EACH 2 1 2 2 6 MSC. STREETNAME SIGN - 96" x 16", MAST -ARM MOUNTED EACH 2 2 STREETNAME SIGN - 114" x 16", MAST -ARM MOUNTED EACH 2 2 STREETNAME SIGN - 120" x 16", MAST -ARM MOUNTED EACH 2 1 2 5 TRAFFIC SIGN - R3 -5L, 30" x 36", MAST -ARM MOUNTED EACH 3 2 2 7 TRAFFIC SIGN - R3 -5R, 30" x 36", MAST -ARM MOUNTED EACH 1 1 TRAFFIC SIGN - R -SPECIAL, 30" x 36", MAST -ARM MOUNTED EACH 2 1 2 1 5 REMOVAL OF EXISTING SIGNAL EQUIPMENT I EACH 1 1 1 3 F<�R FIBER OPTIC TERMINATION EACH 8 8 4 20 OPTC x CITY PROVIDED, CONTRACTOR INSTALL GENERAL NOTES: 1. ALL QUANTITIES SHOWN IN THE TRAFFIC SIGNAL PLANS ARE FOR INFORMATIONAL AND ESTIMATING PURPOSES ONLY. THE CONTRACTOR'S LUMP SUM BID SHALL INCLUDE ALL LABOR, EQUIPMENT, AND MATERIAL NECESSARY TO PROVIDE A COMPLETE AND FUNCTIONAL TRAFFIC SIGNAL INSTALLATION IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. 2. PROVIDE TRAFFIC CONTROL DEVICES (INCLUDING,THOSE REQUIRED TO FACILITATE CONSTRUCTION OF TRAFFIC SIGNALS) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVCES FOR THE STREETS AND HIGHWAY OPTED BY THE IOWA DEPARTMENT OF TRANSPORTATION PER 761 OF THE IOWA ADMINISTRATIVE CODE (IAC). CHAPTER 130. rre��s-s...+r 3. TRAFFIC SIGNAL SHALL BE CONSTRUCTED IN ACCORDANCE ■I TILL.1 ATEWIDE URBAN STANDARD SPECIFICATIONS (SUDAS) DIVISION 8, EXCEPT AS MODIFIED BY THE PLANS AND SPECIAL PROVISIONS FOR TR FIC SIGNALS. 4.THE QUANTIOTERACTOR SHALL FWILL URNISH ABSCHFLDEDUL MEASURqE(D�.�P��RIIu2CCryryEppyrrSYYF/OO2R ESTIM TEf 1IN OF RFIC SIGNAL QUANTITIES. PAYMENT WILL BE BASED ON PLAN S. 5. THE PLAN LOCATIONS OF UNDERGROUND UTILITIES ARY.t"11650MATE ONLY. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO STARTING ANY EXCAVATION ON THE PROJECT TO ESTABLISH LOCATIOSTRUCBNNSOT., (LA j�R+XIMATEM�(���', 6. THE PLAN LOCATIONS OF ALL HANDHOLES 7. PROVIAPPRODE PRIOBUSR TS LACINGYS HNODHOLES TO ARE DTY ONDOENGI�EERi BEFORE CI THE PERMANENT TO TRAFFIC SGNALS IENT IN THE FIELD NTO OPERATION. Y THE EER. OBTAIN ENGINEER'S 8. CONTROLLER SHALL BE SIEMENS M60 ATC WITH IP ADDRESSING CAPABILITY WITH NTCIP COMMUNICATIONS OPERABLE. FURNISH AND INSTALL 18" RISER, FINISH TO MATCH CONTROLLER CABINET. 9. REUSE EXISTING FIBER OPTIC EQUIPMENT AND DISTRIBUTION PANELS. COORDINATE INSTALLATION OF FIBER OPTIC EQUIPMENT AND PANELS IN NEW CABINETS WITH CITY. 10. REINSTALL EXISTING UPS CABINET AND EQUIPMENT TO PROPOSED CONTROLLER CABINET AT EACH INTERSECTION. 11. CABINET EQUIPMENT AT ALL SIGNALIZED INTERSECTIONS SHALL INCLUDE POWER SUPPLY FOR THE STREET LIGHTING ON THE COMBINATION SIGNAL POLES AT THE INTERSECTION. EQUIPMENT SHALL INCLUDE PHOTOCELL AND NECESSARY BREAKERS (10 AMP MIN) LOCATED ON/IN THE CABINET. LIGHTING SHALL NOT UTILIZE UPS SYSTEM. 12. STREETNAME SIGNS SHALL BE WHITE HIGHWAY SERIES C FONT ON GREEN BACKGROUND. THE STREET NAME SHALL BE 10" FONT AND BLOCK NUMBER 5" FONT. 13. INSTALL WAVETRONIX RADAR DETECTION SYSTEM. DETECTION UNITS SUPPLIED BY CITY FOR INSTALLATION. FURNISH AND INSTALL ALL OTHER EQUIPMENT NEEDED TO MAKE A FUNCTIONAL DETECTION SYSTEM. DETECTION SHALL BE SET UP BY VENDOR AND CAPABLE OF DETECTING BICYCLES. WIRING SHALL BE PER MANUFACTURER RECOMMENDATION. 14. TRAFFIC MONITORING CAMERA SHALL BE AXIS 06055-E PTZ DOME NETWORK CAMERA WIRING SHALL BE PER MANUFACTURER RECOMMENDATION. 15.I1NISTALL ONE SIGNAL CABLE FROM EACH SIGNAL HEAD TO THE BASE OF THE POLE. A 5 -CONDUCTOR CABLE SHALL BE USED IN THE POLE FOR EACH 3 -SECTION HEAD AND 7 -CONDUCTOR CABLE SHALL BE USED FOR EACH 4 -SECTION AND 5 -SECTION VEHICLE SIGNAL HEAD AND 9 -CONDUCTOR CABLE FOR THE PEDESTRIAN SIGNAL HEADS AND PUSHBUTTONS PER INTERSECTION QUADRANT. ALL SIGNAL CABLE SHALL BE e14 AWG UNLESS OTHERWISE NOTED ON THE PLANS. 16. IN COMBINATION SIGNAL/LIGHTING, INSTALL TWO 1 -CONDUCTOR 910 CABLES FROM THE LUMINAIRE TO THE BASE OF THE POLE AND LIGHTING CONNECTORS, AS NEEDED. 17. INSTALL A e6 AWG BARE COPPER GROUND WIRE BETWEEN THE GROUND RODS IN THE SIGNAL FOOTINGS AND THE CONTROLLER CABINET TO FORM A CONTINUOUSLY GROUNDED SYSTEM. THE GROUND WIRE SHALL BE INSTALLED IN ALL CONDUITS WITH SIGNAL AND LIGHTING CABLE. 18. UNDERGROUND CONDUIT SHALL BE SCHEDULE 80 PVC OR HDPE MATERIAL. ALL OTHER ABOVE GROUND CONDUIT SHALL BE GALVANIZED RIGID STEEL ATTACHED TO EXTERIOR SURFACE. COORDINATE INSTALLATION INTO/ON UTILITY EQUIPMENT WITH SECONDARY SERVICE PROVIDER. 19. UNLESS OTHERWISE DIRECTED, TRAFFIC SIGNAL HEADS ON MAST ARMS ARE TO BE ALIGNED OVER THE CENTER OF INTERSECTION DEPARTURE LANES. APPROXIMATE LOCATIONS ARE AS SHOWN IN THE TRAFFIC SIGNAL POLE DATA TABLE. CONTRACTOR SHALL FIELD VERIFY SIGNAL HEAD LOCATIONS. 20. TRAFFIC SIGNAL MOUNTING BRACKETS SHALL UTILIZE STAINLESS STEEL BANDING FOR SIDE -OF -POLE MOUNTING AND GALVANIZED STEEL CABLE FOR MAST ARM MOUNTED. 21. LUMINAIRES SHALL BE PHILIPS ROADSTAR LUMEC GPLM-64L105ONWG2R3M WITH 15 YEAR LONG LIFE PHOTOCELL. 22. MAINTAIN EXISTING SIGNAL OPERATION WITH CURRENT PHASING AND TIMINGS UNTIL PROPOSED SIGNALS ARE OPERATIONAL. PROVIDE AND INSTALL TEMPORARY WIRING AS NEEDED. 23. REMOVE EXISTING TRAFFIC SIGNAL AT INTERSECTIONS OF ROBERT ROAD, BENTON STREET, AND CAMERON WAY. REMOVE THE TOP 3' OF FOOTINGS AND CABLE FROM UNUTILIZED CONDUITS IN THE PROPOSED LAYOUT AND ABANDON CONDUITS. SALVAGE REMOVED EQUIPMENT TO IOWA CITY'S PUBLIC WORKS FACILITY. CONTACT IOWA CITY ENGINEERING TO COORDINATE DELIVER OF SALVAGED EQUIPMENT. INTERCONNECT NOTES: 1. PROTECT THE EXISTING TRAFFIC SIGNAL SYSTEM FIBER OPTIC CABLE ALONG THE WEST SIDE OF MORMON TREK BOULEVARD FROM MELROSE AVENUE TO ROHERT ROAD. 2. PRIOR TO DISCONNECTING EXISTING FIBER OPTIC CABLES AT THE TRAFFIC SIGNAL CONTROLLER CABINET, CONTACT IOWA CITY ENGINEERING DEPARTMENT TO VERIFY ANY REQUIREMENTS IN BREAKING CONNECTIONS. 3. AT THE INTERSECTIONS OF ROHERT ROAD, BENTON STREET, AND CAMERON WAY, DISCONNECT EXISTING FIBER OPTIC CABLE AT THE CONTROLLER CABINETS, PULL BACK EXISTING FIBER OPTIC CABLE, REROUTE THE EXISTING FIBER OPTIC CABLE TO TRAFFIC SIGNAL CONTROLLER, AND RETERMINATE EXISTING FIBER OPTIC CABLE. REFER TO INTERSECTION WIRING DIAGRAMS FOR PROPOSED FIBER OPTIC CABLE ROUTING. TRAFFIC SIGNAL LEGEND EXISTING PROPOSED -- -0 TRAFFIC SIGNAL --+{> ---+P- TRAFFIC SIGNAL WITH BACKPLATE -D P PEDESTRIAN SIGNAL 000 MAST ARM SUSPENDED TRAFFIC SIGNAL i (XX - LENGTH OF MAST ARM) 0 METAL TRAFFIC SIGNAL PEDESTAL ® TRAFFIC SIGNAL HEAD NUMBER ® POLE NUMBER 0 411 STREET LIGHT ON SIGNAL POLE -•-•- ----- CONDUIT TRENCHED, PUSHED, JACKED, OR BORED 0 0 HANDHOLE ® CM CONTROLLER CABINET WITH FOOTING 0 SECONDARY SERVICE POINT ® DETECTION ZONE (XX • NUMBER DESIGNATION) {}H RADAR DETECTION UNIT 1 1 POLE MOUNTED SIGN Me- TRAFFIC MONITORING CAMERA Project No. 1151079 Sheet N.1 11 I hereby certify that this engineering document vas Prepared ' by me ar under my direct Personal supero let on dna mar ( am a duly licensed Professi anal Engineer RQgF ESS /sy<< u JUSTIN C. under the love of the State of lova. .peHn C. JVRSW. P.E. Date JACKSON License Number 20578 20538 a My License Renewal Oats Is DettnW 11. 2019 ♦ * O Papa v sheets covered by this sal: )OMA N.1 -N.15 U Fan Project No. 1151079 Sheet N.1 11 n N a o ' Z a p O $ m U Fan LU a wam ooE ` O 1 0. Z �� 0y_ O mix V �w N W Z Q J V M Z O I` w WCn Z P: w Q J Z Q a a U \0 / Z O J Q N m W C/) o /LY/ y� ?W/ tea[ Z O E7 - W U 0 ILL Cl) G Project No. 1151079 Sheet N.1 11 TRAFFIC SIGNS PEDESTRIAN SIGNS LEFT TUflN ®5 ®% YIELD ON +m+m' ds YELLOM � ONLY AflROM R3-51- R -SPECIAL R10-3EL RIO-3ER 30" x 36" 30" x 36" 9" x 15" 9" x 15" O O (4 EACH) (4 EACH) (3 EACH) (2 EACH) NOTE 1 J ROHRET RD r TRAFFIC SIGNAL FACES 1z' 12" � R ED ED 12" 12" � Y LED ED i I LED ED (2 EACH) 2400 Cae Dr -► QA f '� D® LED AA QQ 41 A sf A A� A A (1 EACH) NOTE 1,2 j. ------------ !2 --------- OO+ti9 0 oo+£9 -w 91 O 0 oll 11 II it 11 II II FILED 2018MAY29 Ary 0,:57 CITY CLERK ,0 ,A CITY, lo,,," STREET NAME SIGNS Mormon Trek Blvd 1300 120" x 16" (2 EACH) 2400 Cae Dr -► 78" x 16" p(1 EACH) 4m Cae Dr 2400 78" x 16" O (1 EACH) Rohret Rd 250° -► 96" x 16" O (1 EACH) �- Rohret Rd 2500 96" x 16" (1 EACH) V �I JzZZI CAE OR LAYOUT NOTES 1. CONNECT TO EXISTING CONDUIT. 2. PULL BACK EXISTING FIBER OPTIC CABLE AND ROUTE THROUGH PROPOSED CONDUIT. 3. REMOVE TRAFFIC SIGNAL EQUIPMENT. 4. TRIM TREE LIMBS IN NORTHWEST CORNER TO PROVIDE CLEARANCE TO SIGNAL POLE. PUSHBUTTON LAYOUT 0 Q 11 is WE yi LL L y$ n �6 6 � N 6' N Y, o m 5 � a f w 0 o 3�A Q w� W > o yyr _ oN Z z� 0 0� m�T U wm AUT Lu Z co) o Cz O M Z F— z - LU a cn Z W Q m ~ � a Y � � V J O cl) m 2 cn Y o Q W m F- Z o 0 a w 2 1 p ZZ LD N cn 1,.,e IN. 1151079 Sheet N.2 ITEM ESTIMATE OF TRAFFIC SIGNAL DESCRIPTION QUANTITIES UNITS ROHERT BENTON CAMERON TOTAL CONTROLLER 8 -PHASE CONTROLLER, CABINET, 18" R ,AND ACCESSORIES EACH 1 1 1 3 AND RADAR DETECTION PROCESSOR AND ACCES IES EACH 1 1 1 3 CABINET RELOCATE UNINTERRUPTIBLE POWER SUPPLY EACH 1 1 1 3 DETECTOR APS PEDESTRIAN PUSHBUTTON STATION W/ SIGN EACH 8 6 B 22 LIT RADAR DETECTION UNIT EACH 4 3 4 11 12" <R, FY,<G (ALL LED) W/ BACKPLATE, MAST -ARM MOU D 2 1 2 5 I TRffF 12".<R, <FY, ( ED) W/ BACKPLATE, MAST -ARM MOUNTED 1 1 " R, . (ALS W/ BACKPLATE, MAST -PRM MOUNTED 3 4 4 11 HE 2" R, yY, LED), SIDE -OF -POLE MOUNTED 1 1 2" R,Y,G, ( L ), SIDE -OF -POLE MOUNTED gEACH 4 2 4 10 12" PEjp65TR0y►(GAD, NAND/PERSON, COUNTDOWN SIDE -OF -POLE MOUNTE 8 6 8 22 POWERR S'UP*K 1 1 1 3 Sift TYPEZCH EAC 3 3 3 9 HAMMES TYP HANDH&t EACH 1 2 ADJLn HANDHOLE EACH 1 1 SIGNAL CABLE - 9c -14 AWG LIN FT 650 730 90 1970 SIGNAL CABLE - 7c -14 AWG LIN FT 450 390 42 1260 MINE SIGNAL CABLE - Sc h4 AWC LIN FT 900 690 820 2110 NO RADAR DETECTION CABLE LIN FT 730 560 670 1 CABLE LUMINAIRE CABLE - 1c •B AWG LIN FT 640 300 940 LUMINAIRE CABLE - tc •10 AWG LIN FT 300 1 200 300 B00 POWER CABLE - is -6 AWG LIN FT 140 410 550 GROUND WIRE - 1c •6 BARE LIN FT 320 370 690 TRACER WIRE - tc 010 LIN FT 370 520 470 1360 PULL TAPE LIN FT 370 520 470 1360 2" PVC, TRENCHED/BORED LIN FT 10 120 10 140 CONDUIT 3" PVC, TRENCHED/BORED LIN FT 150 180 150 480 4" PVC, TRENCHED/BORED LIN FT 120 90 60 270 CONTROLLER FOOTING EACH 1 1 1 3 CONCRETE POLE FOOTING, 2' DIA x 3' DEPTH EACH 1 2 3 FOOTING POLE FOOTING, 3' DIA x 12' DEPTH EACH 2 2 3 7 POLE FOOTING, 3' DIA x 14' DEPTH EACH 1 1 2 POLE FOOTING, 3' DIA x 16' DEPTH EACH 2 2 ALUMINUM PEDESTAL POLE 12' HEIGHT EACH 1 2 3 STEEL COMBINATION SIGNAL/LIGHTING - 24' MAST ARM EACH 1 1 STEEL COMBINATION SIGNAL/LIGHTING - 26' MAST ARM EACH 1 1 TRAFFIC STEEL COMBINATION SIGNAL/LIGHTING - 28' MAST ARM EACH 1 1 2 SIGNAL STEEL COMBINATION SIGNAL/LIGHTING - 30' MAST ARM EACH 1 POLES STEEL SIGNAL - 35' MAST ARM EACH 1 7 2 STEEL COMBINATION SIGNAL/LIGHTING - 41' MAST ARM EACH 1 1 2 STEEL COMBINATION SIGNAL/LIGHTING - 46' MAST ARM EACH 1 1 STEEL SIGNAL - 50' MAST ARM EACH 1 1 CONNECTOR - L-1, FUSED EACH 6 47 6 16 LL NAIRE CONNECTOR - Y-1, FUSED EACH 4 42 B LUMINAIRE, LED EACH 3 7e2 3 8 STREETNAME SIGN - 60" x 18", MAST -ARM MOUNTED- EACH 2 2 MISC. STREETNAME SIGN - 66" x 18". MAST -ARM MOUNTED- EACH 2 2 STREETNAME SIGN - 78" x 18". MAST -ARM MOUNTED- EACH 2 2 STREETNAME SIGN - 84" x 18", MAST -ARM MOUNTED- EACH 2 2 STREETNAME SIGN - 102" x 18", MAST -ARM MOUNTED- E 2 2 STREETNAME SIGN - 114" x 18", MAST -ARM MOUNTED- H 2 1 2 5 TRAFFIC SIGN - R3 -5L. 30" x 36", MAST -ARM MOUNTED EACH 3 2 2 7 TRAFFIC SIGN - R3 -5R, 30" x 36", MAST -ARM MOUNTED EACH 1 1 TRAFFIC SIGN - R -SPECIAL, 30" x 36", MAST -ARM MOUNTED EACH 2 1 2 5 REMOVAL OF EXISTING SIGNAL EQUIPMENT EACH 1 1 1 3 FIBER FIBER OPTIC TERMINATION EACH 8 8 4 20 OPTIC - CITY PROVIDED, CONTRACTOR INSTALL GENERAL NOTES: 1. ALL QUANTITIES SHOWN IN THE TRAFFIC SIGNAL PLANS ARE FOR INFORMATIONAL AND ESTIMATING PURPOSES ONLY. THE CONTRACTOR'S LUMP SUM BID SHALL INCLUDE ALL LABOR EQUIPMENT, AND MATERIAL NECESSARY TO PROVIDE A COMPLETE AND FUNCTIONAL TRAFFIC SIGNAL INSTALLATION IN CONFORMANCE WITH THE PLANS AND SPtCIFICATIONS. 2. PROVIDE TRAFFIC CONTROL DEVICES (INCLUDING THOSE REQUIRED TO FACILITATE CONSTRUCTION OF TRAFFIC SIGNALS) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR THE STREETS AND HIGHWAYS, AS ADOPTED BY THE IOWA DEPARTMENT OF TRANSPORTATION PER 761 OF THE IOWA ADMINISTRATIVE CODE (IAC), CHAPTER 130. 3. TRAFFIC SIGNAL SHALL BE CONSTRUCTED IN ACCORDANCE WITH 2017 IOWA STATEWIDE URBAN STANDARD SPECIFICATIONS (SUDAS) DIVISION 8, EXCEPT AS MODIFIED BY THE PLANS AND SPECIAL PROVISIONS FOR TRAFFIC SIGNALS. 4. THE CONTRACTOR SHALL FURNISH A SCHEDULE OF UNIT PRICES FOR ESTIMATED TRAFFIC SIGNAL QUANTITIES. PAYMENT WILL BE BASED ON PLAN QUANTITIES. QUANTITIES WILL NOT BE FIELD MEASURED. S. THE PLAN LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO STARTING ANY EXCAVATION ON THE PROJECT TO ESTABLISH LOCATIONS. 6. THE PLAN LOCATIONS OF ALL HANDHOLES ARE APPROXIMATE ONLY AND ARE SUBJECT TO ADJUSTMENT IN THE FIELD BY THE ENGINEER. OBTAIN ENGINEER'S APPROVAL PRIOR TO PLACING HANDHOLES AND CONSTRUCTING FOOTINGS. 7. PROVIDE 2 BUSINESS DAYS OF NOTICE TO CITY AND ENGINEER BEFORE PLACING THE PERMANENT TRAFFIC SIGNALS INTO OPERATIEE�LSIN 8. CONTROLLER SHALL BE SIEMENS M60 ATC WITH IP ADDRESSING CAPABILITY WITH NTCIP COMMUNICATIONS OPERABLE. FURNISH AN1 " SER, FINISH TO MATCH CONTROLLER CABINET. 9. REUSE EXISTING FIBER OPTIC EQUIPMENT AND DISTRIBUTION PANELS. COORDINATE INSTALLATION OF FIBER OPTIC EQUIPMENT NEW CABINETS WITH CITY. 10. REINSTALL EXISTING UPS CABINET AND EQUIPMENT TO PROPOSED CONTROLLER CABINET AT EACH INTERSECTION. 11. CABINET EQUIPMENT AT ALL SIGNALIZED INTERSECTIONS SHALL INCLUDE POWER SUPPLY FOR THE STREET TING ON THE COMBINATION SIGNAL POLES AT THE INTERSECTION. EQUIPMENT SHALL INCLUDE PHOTOCELL AND NECESSARY BREAKERS (10 AMP MIN) ATED ON/IN THE CABINET. LIGHTING SHALL NOT UTILIZE UPS SYSTEM. 12. STREETNAME SIGNS SHALL BE WHITE HIGHWAY SERIES C FONT ON GREEN BACKGROUND. TH REET NAME SHALL BE 10" FONT AND BLOCK NUMBER 5" FONT. 13. INSTALL WAVETRONIX RADAR DETECTION SYSTEM. DETECTION UNITS SUPPLIED BY PTY FOR INSTALLATION. FURNISH AND INSTALL ALL OTHER EQUIPMENT NEEDED TO MANE A FUNCTIONAL DETECTION SYSTEM. DETECTION SHALL BE S P BY VENDOR AND CAPABLE OF DETECTING BICYCLES. WIRING SHALL BE 14. TRAFFIC MONITORING CAMERA SHALL BE AXIS 06055-E PTZ DOME HE RK CAMERA. WIRING SHALL BE PER MANUFACTURER RECOMMENDATION. .INSTALL ONE SIGNAL CABLE FROM EACH SIGNAL HEAD TO THE E OF THE POLE. A 5 -CONDUCTOR CABLE SHALL BE USED IN THE POLE FOR EACH SECTION HEAD AND 7 -CONDUCTOR CABLE SHALL BE USED EACH 4 -SECTION AND 5 -SECTION VEHICLE SIGNAL HEAD AND 9 -CONDUCTOR CABLE FOR THE ESTRIAN SIGNAL HEADS AND PUSHBUTTONS PER INTER TION QUADRANT. ALL SIGNAL CABLE SHALL BE -14 AWG UNLESS OTHERWISE NOTED ON THE PL 16.I14 C01016MIATION SIGNAL/LIGHTING, INSTALL TWO 1- NDUCTOR -10 CABLES FROM THE LUMINAIRE TO THE BASE OF THE POLE AND LIGHTING CONNECTORS. AS 17. INSTALL A •6 G BARE COPPER CROON IRE BETWEEN THE GROUND RODS IN THE SIGNAL FOOTINGS AND THE CONTROLLER CABINET TO FORM A CONTINUOUSLY G UNDED SYSTEM. T GROUND WIRE SHALL BE INSTALLED IN ALL CONDUITS WITH SIGNAL AND LIGHTING CABLE. 18. UNDERGROUND CONDO SHALL B CHEDULE BO PVC OR HDPE MATERIAL, ALL OTHER ABOVE GROUND CONDUIT SHALL BE GALVANIZED RIGID STEEL ATTACHED TO EXTERIO URF . COORDINATE INSTALLATION INTO/ON UTILITY EQUIPMENT WITH SECONDARY SERVICE PROVIDER. 19. UNLESS OTHERWISE DIRE TRAFFIC SIGNAL HEADS ON MAST ARMS ARE TO BE ALIGNED OVER THE CENTER OF INTERSECTION DEPARTURE LANES. ZAPPROXIMATEATE LOCATIO ARE SHOWN IN THE TRAFFIC SIGNAL POLE DATA ?ABLE. CONTRACTOR SMALL FIELD VERIFY SIGNAL HEAD LOCATIONS. IGNAL NTING BRACK S SHALL UTILIZE STAINLESS STEEL BANDING FOR SIDE -OF -POLE MOUNTING AND GALVANIZED STEEL CABLE FOR MAST ARM .SHALL BE PHILIPS ROADST LUMEC GPLM-64LIOSONWG2R3M WITH 15 YEAR LONG LIFE PHOTOCELL. EXISTING SIGNAL OPERATION WITH URRENT PHASING AND TIMINGS UNTIL PROPOSED SIGNALS ARE OPERATIONAL. PROVIDE AND INSTALL TEMPORARY NEEDED.EXISTING TRAFFIC SIGNAL AT INTERSEC NS OF ROHERT ROAD. BENTON STREET, AND CAMERON WAY. REMOVE THE TOP 3' OF FOOTINGS AND CABLE FROM UNUTILIZED CONDUITS IN THE PROPO D LAYOUT AND ABANDON CONDUITS. SALVAGE REMOVED EQUIPMENT TO IOWA CITY'S PUBLIC WORKS INTERCONNECT NOTES: 1. PROTECT THE EXISTING TRAFFIC SIGNAL SYSTEM FIBER OP C CABLE ALONG THE WEST SIDE OF MORMON TREK BOULEVARD FROM MELROSE AVENUE TO ROHERT ROAD. 2. PRIOR TO DISCONNECTING EXISTNG FIBER OPTIC CABLES AT THE AFFIC SIGNAL CONTROLLER CABINET, CONTACT IOWA CITY ENGINEERING DEPARTMENT TO VERIFY ANY REQUIREMENTS IN BREAKING CONN(CTIONS. 3. AT THE INTERSECTIONS OF ROHERT ROAD, BENTON STREET, AND CAME N WAY, DISCONNECT EXISTING FIBER OPTIC CABLE AT THE CONTROLLER CABINETS, PULL BACK EXISTING FIBER OPTIC CABLE, REROUTE THE EXISTING FIBER TIC CABLE TO TRAFFIC SIGNAL CONTROLLER, AND RETERMINATE EXISTING FIBER OPTIC CABLE. REFER TO INTERSECTION WIRING DIAGRAMS FOR PROPOSED FI OPTIC CABLE ROUTING. TRAFFIC SIGNAL LEGEND EXISTING PROPOSED 0 TRAFFIC SIGNAL �{> i► TRAFFIC SIGNAL WITH BACKPLATE D 0 PEDESTRIAN SIGNAL v (. XX) MAST ARM SUSPENDED TRAFFIC SIGNAL (XX • LENGTH OF MAST ARM) O METAL TRAFFIC SIGNAL PEDESTAL ® TRAFFIC SIGNAL HEAD NUMBER Q POLE NUMBER 0-F e—.c STREET LIGHT ON SIGNAL POLE ----- CONDUIT TRENCHED. PUSHED, JACKED, OR BORED 0 o HANDHOLE ® ® CONTROLLER CABINET WITH FOOTING 0 SECONOMY SERVICE POINT ® DETECTION ZONE (XX • NUMBER DESIGNATION) *H RADAR DETECTION UNIT i POLE MOUNTED SIGN OF TRAFFIC MONITORING CAMERA 1 Hereby certify thot this snaineeriN Coco t sos prepored by n or urMer W direct persOr,al supervision arW ihct 1 = a Only I icensed Professidbl Enpl Mer under the lox's of the 5+040 Of lona. License giber 20578 My I R to is December 31. 201! Popee R RWH opYei Ey this Mel: el z C t' U) 0 2 �z N g 3 k S Z a O o m U) E �a Ll wpm W < m O05 O °wa U U`" 4 Ri w d Z J V M Z O — F— W Lu :%� Z F W QP I_ J Q Q Q � V Z O _j Q Cn CO n Yo Q fL/Ly LL JQ W Z O Fn L!J U 0 U. C F Cn Project No: 1151079 Sheet N.1 TRAFFIC SIGNS PEDESTF EYIEN ©et: A 'vRONLY R3-51- R -SPECIAL R10-3EL 30" x 36" 30" x 36" 9" x 15" O O (4 EACH) (3 EACH) (2 EACH) ROHRETRD TRAFFIC SIGNAL FACES NOTE 1,2 ❑T NOTE 1 —' 1 Trn ul MANUHULc M r_ 41 00+49 81 i 82 STA63+67. 1 57.8' LT Y II MPNDMOLE q \ 22 T12" ED n 12" ED 120" x 16" N (2 EACH) ® Go mss' teal Z: w Q LED 78" x 16" O —J>: (1 EACH) Rohret Rd"" -► 96" x 16" O (i EACH) ♦ Rohret Rd 2500 44 12" LEo A® `411 _ ci3 A A co C � ROHRETRD TRAFFIC SIGNAL FACES NOTE 1,2 ❑T NOTE 1 —' 1 Trn ul MANUHULc M r_ 41 00+49 81 i 82 STA63+67. 1 57.8' LT Y II MPNDMOLE q \ 22 T12" ED 12" ED 120" x 16" (2 EACH) 12" LED 78" x 16" 12 Y ED p —� LED 78" x 16" O ED (1 EACH) Rohret Rd"" -► 96" x 16" O (i EACH) ♦ Rohret Rd 2500 44 12" LEo A® Ar- 11 A 61 A �� A A 00+£9 s (51 --_o _ - 6 STREET NAME SIGNS Mormon Trek Blvd 1300 120" x 16" (2 EACH) ®r o 78" x 16" 2400 - Cae Dr ► p (1 EACH) �- Cae Dr 2400 78" x 16" O (1 EACH) Rohret Rd"" -► 96" x 16" O (i EACH) ♦ Rohret Rd 2500 96" x 15" (1 EACH) I I I� 160 I� v STA TY 64 �1 iA 8 R4 TA 8 CLEARANCE CAE DR TO EXISTING CONDUIT. K EXISTING FIBER AND ROUTE THROUGH ONDUIT. 'RAFFIC SIGNAL PUSHBUTTON LAYOUT OY ®r o ro a Z t o C � o N Or N 1; o N o O Q w�A Lu 3 dao > 0 �N o„ Z �a 0� r< o �� w /1 �UiA VLu Z � — M o V O Z H z W a In J m ~ W a m 0 enN Lu a Z o} O a w C J Q C Z G to Project No. 1151079 Sheet N.2 NOTE: ZONE LIMITS ARE FOR DETECTION LIMITS ONLY. ACTUAL DETECTION AREAS FOR EACH ZONE WILL BE DETERMINED IN THE FIELD. 5 -CONDUCTOR SIGNAL WIRE COLOR MODE INSULATION STRIPE SIGNAL COLOR COLOR INDICATION GREEN DETECTOR SUMMARY GREEN BALL DETECTOR NUMBER DETECTION ZONE (DISTANCE FROM PHASE CALLED PHASE EXTENDED COMMENTS R1 81 0'- 40' 8 8 OPEN WALK - S10E 82 0' - 40' 8 8 DON'T WALK R2 21 0' - 40' 2 2 N0. TYPE 22 0'- 20' 2 2 BICYCLE DET BLACK 51 0'- 40' 5 5/2 WHITEBLACK R3 41 0'- 40' 4 4 SPARE R4 11 0'- 40' 1 1/6 12 19 61 01- 40' 6 6 ~ 62 0'- 20' 6 6 BICYCLE DET 2A,213 46 2 46,36 2 3 PED PUSHBUTTON 4A,48 1 ^ v, 4 m PED PUSHBUTTON 6A.6B � Q 6 PEO PUSHBUTTON 8A,8B 2B 1 22 8 3 PED PUSHBUTTON m 1 SIGNAL/LIGHTING w _ 0 11 SIGNAL 50 2 50,40 4 0,47,28,2 3 15 m 1 6 PEDESTAL 10 2 4 1 918�Ri PEDESTAL 5 2 4 m 7 NOTE: ZONE LIMITS ARE FOR DETECTION LIMITS ONLY. ACTUAL DETECTION AREAS FOR EACH ZONE WILL BE DETERMINED IN THE FIELD. 5 -CONDUCTOR SIGNAL WIRE COLOR MODE INSULATION STRIPE SIGNAL COLOR COLOR INDICATION GREEN ---- GREEN BALL BLACK ---- YELLOW BALL RED ---- RED BALL WHITE ---- COMMON ORANGE ---- OPEN 9OR S OE W COLOR MO INSULATION COLOR STRIPE COLOR SIGNAL INDICATION GREEN GREEN ---- WALK - MAIN ST <--Y(LT 4 SEC) RED ---- DON'T WALK - MAIN ST GREEN BLACK WALK - S10E ST WHITE RED BLACK DON'T WALK - SIDE ST WHITE -- COMMON N0. TYPE ORANGE LOCATION PUSHBUTTON - MAIN ST BLACK QUANTITY PUSHBUTTON - SIDE ST WHITEBLACK N ARM (fl. (ft.) HEIGHT (ft.) (degrees) PUSHBUTTON - COMMON BLUE Z a SPARE COMBINATION 30 7 -CONDUCTOR SIGNAL WIRE COLOR MODE COND (EX) 2-PWR NOTE 1 INSULATION COLOR STRIPE COLOR SIGNAL INDICATION GREEN TRAFFIC SIGNAL POLE DATA <--G(LT 4 SEC) BLACK -- <--Y(LT 4 SEC) RED ---- <--R(LT 4 SEC) BLUE --- OPEN ORANGE TMC <--FY(LT 4 SEC) WHITE POLE COMMON WHITE BLACK COMMON CABLE DESIGNATION 1 TAPE LEFT TURN SIGNALS 2 TAPE = THRU SIGNALS 3 TAPE RIGHT TURN SIGNALS TAPE INTERSECTION COLOR CORNER BLUE NE ORANGE SE YELLOW SW GREEN NW TO 9ENTON ST 1 T�COND (EX) 1 -FO (EX) 1COND 4' COND 5 NOTE 1,2 0 1-5c 2 -9c 2 -5c r -�c L+ I 1 -TMC 1 -RAD 2-LUM 4 -PB 2" COND 2' GOND 2-PWR 1 -FO (EX) GND/TR/PT 2 -RAD 9 u 3" COND 4 24 'y Alf ..ci7 1-9c ® I P.B. 4 1-7C ' 4 CITY CRK 1 -RAD koI P.B. IOVIA CITY,10 2-LUM ;;; 3 2" GOND GND/TR/PT 2-4" GONDf G 4-9c ND/TR/PT 2-7c 'u 4 2 4-5c 4" COND 8-P8 2 2" COND i 1-9c I P.B. 4 RAD O 1 -TMC 1 -PB A 1-5c 4 6 2 LUM 2A GND/TR/PT 0 2 -PB 1 -FO (EX) 2-LUM GND/TR/4T GOND x GND/TR/PT m 1 -7c 1 -5C ROHRET RD O CAE DR 3" CONED 2" COND 2 -PB 1-5c GND GND/TR/PT GND/TRR/PT 3" COND 1-AD 7 PB 1 P.B. 1-9c GND/TR/PT 1-7c 2" COND 1 -RAD GND/TR/PBT —_ GND/TR/PT R1 B 1 P.B. 9 2" GOND 1 1 -PB I PB 2" GOND GND/TR/PT 1 -PB O GND/TR/PT POLE NOTES: (D LOCATION REPRESENTS APPROXIMATE LINEAR DISTANCE FROM POLE MEASURED OUTWARD TO END OF ARM. Q ORIENTATION OF LUMINARE ARM REPRESENTS A CLOCKWISE ANGLE MEASURED FROM THE CENTERLINE OF THE MAST ARM Q POLES SHALL BE DESIGNED AS PER PLAN. ® TRAFFIC SIGNAL HEADS ARE TO BE ALIGNED OVER THE CENTER OF INTERSECTION DEPARTURE LANES. APPROXIMATE LOCATIONS ARE AS SHOWN IN THE TRAFFIC SIGNAL POLE DATA TABLE. CONTRACTOR SHALL FIELD VERIFY SIGNAL HEAD LOCATIONS. Q TOP OF FOOTING TO BE FORMED SQUARE AND FLUSH WITH PROPOSED SIDEWALK. N NOT TO SCALE WIRING NOTES: 1. CONNECT TO EXISTING CONDUIT. 2. PULL BACK EXISTING FIBER OPTIC CABLE AND ROUTE THROUGH PROPOSED CONDUIT. I WIRING LEGEND I ® SIGNAL NUMBER Q POLE NUMBER TRAFFIC SIGNAL POLE DATA HANDHOLE NUMBER fn RADAR DETECTION UNIT ® RADAR UNIT NUMBER COND MAST ARM TRAFFIC SIGNAL m HEADS (J)TRAFFIC SIGNS (2)LUMINAIRE ARM FOOTINGS LUMINAIRE Oc e8) TMC TRAFFIC MONITOR CAMERA CABLE POLE POLE LENGTH/ RADAR CABLE(S) GND GROUND WIRE (1c -6) TR MISCELLANEOUS TOTAL N0. TYPE PEDESTAL LOCATION qTY' LOCATION SPREAD MOUNTING ORIENTATION DIA TYPE DEPTH J QUANTITY HEIGHT (ft.) QTY. ON ARM (ft.) N ARM (fl. (ft.) HEIGHT (ft.) (degrees) (ft.) (fl.) O Z a 1 COMBINATION 30 1 29 1 19 15 30 350 3 12 19 1 W SIGNAL/LIGHTING ~ Q O 5 COMBINATION 46 2 46,36 4 46,43,27,19 15 30 350 3 16 G) 1 ^ v, SIGNAL/LIGHTING m 'A Y � Q B COMBINATION 2B 1 22 2 25,14 15 30 350 3 72 m 1 SIGNAL/LIGHTING w _ 0 11 SIGNAL 50 2 50,40 4 0,47,28,2 3 15 m 1 6 PEDESTAL 10 2 4 1 918�Ri PEDESTAL 5 2 4 m 7 POLE NOTES: (D LOCATION REPRESENTS APPROXIMATE LINEAR DISTANCE FROM POLE MEASURED OUTWARD TO END OF ARM. Q ORIENTATION OF LUMINARE ARM REPRESENTS A CLOCKWISE ANGLE MEASURED FROM THE CENTERLINE OF THE MAST ARM Q POLES SHALL BE DESIGNED AS PER PLAN. ® TRAFFIC SIGNAL HEADS ARE TO BE ALIGNED OVER THE CENTER OF INTERSECTION DEPARTURE LANES. APPROXIMATE LOCATIONS ARE AS SHOWN IN THE TRAFFIC SIGNAL POLE DATA TABLE. CONTRACTOR SHALL FIELD VERIFY SIGNAL HEAD LOCATIONS. Q TOP OF FOOTING TO BE FORMED SQUARE AND FLUSH WITH PROPOSED SIDEWALK. N NOT TO SCALE WIRING NOTES: 1. CONNECT TO EXISTING CONDUIT. 2. PULL BACK EXISTING FIBER OPTIC CABLE AND ROUTE THROUGH PROPOSED CONDUIT. I WIRING LEGEND I ® SIGNAL NUMBER Q POLE NUMBER ❑1 HANDHOLE NUMBER fn RADAR DETECTION UNIT ® RADAR UNIT NUMBER COND CONDUIT PWR POWER CABLE (1C -6) LUM LUMINAIRE Oc e8) TMC TRAFFIC MONITOR CAMERA CABLE PB PEDESTRIAN PUSHBUTTON (20 RAD RADAR CABLE(S) GND GROUND WIRE (1c -6) TR TRACER WIRE (1c •10) PT PULL TAPE FO FIBER OPTIC 12MM / 12SM (F X) EXISTING Z �_ 3 o U �o FM1 W 3 wsa N a > o_ o „ Z=a 3 O � o < _ a min V aI o U p W W J � o U O Z a Z _ j W m N Z Y W JLU ~ Q O p � U >o : ^ v, M W m 'A Y � Q � a � H � Z z p w _ 0 2 21 (n y Project NO: 1151079 Sheet N.3 11 = STRIPE COLOR DETECTOR SUMMARY GREEN DETECTOR NUMBER DETECTION ZONE (DISTANCE FROM PHASE CALLED PHASE EXTENDED COMMENTS R1 m z V 8 8 WHITE ---- 82 0'- 40' 8 8 BLACK Rz zt o' - 40' z PUSHBUTTON -COMMON a z TOTAL 22 0' - 20' 2 2 TO 6ENTON ST LOCATION SPREAD MOUNTING ORIENTATION st o'- ao' s s/z & R3 41 0' - 40' 4 4 TYPE (ft.) R4 11 0' - 40' 1 1 30 1 61 0' - a0' 6 fi STOP I IND 1 62 0' - 20' 0 6 BICYCLE 7 2A,2B 2 PED PUSHBU N s 46 2 4 4 46,43,27,19 15 30 350 PED PUSHBUTTO COND m R3 6 SIGNAL/LIGHTING PED PUSHBUTTON BABB 8 NOTE 1,2 0� GOND (EX) Z' Z 22 2 25,16 15 30 350 3 c m = SIGNAL/LIGHTING 1 -FO (EX) 1-7c 4 SIGNAL 3 2 50,38 2" COND 3 16 2-5c 1 5 PEDESTAL 10 g 2 2' GOND m 1 2 -RAD A m COND (EX) 2-PWR 1 -FO (EX) p ° 2-PWR 2-LUM NOT TO SCALE GND/TR/PT 4 5 sg 2 P.B. 3" OND c .. �_ z° °° 4 4 8 1-5c s ® 2" COND 1 -RAD w $ a OTE 1 2-4" COND [ 4 1-9c U Z a 4-9c GND/TR/PT GND/TR/PT ` 2-7C 2 P.B. 2 31: s 4-5c 4 2 O ° 1 -TMC o C3 2-LRUM A U o a 1-F (EX) " 4 o W i wnm s m G /TR/PT z 4" COND 0 yo NOTE: A 1-9C — z a " - ZONE LIMITS ARE FOR DETECTION LIMITS ONLY. ACTUAL DETECTION m 1-5c Z AREAS FOR EACH ZONE WILL BE DETERMINED IN THE FIELD. 4" OND 3' COND 1 -RAD O o a — 9c 1-9c CAE DR 2-LUM p °� N 1- 1-5c ROHRET RD o GND/TR/PT (� 5 Cq�UCTppRR AL 7 -CONDUCTOR SIGNAL 1-5c 1 -TMC W WRC'C01�1Rt- DE WIRE COLOR MODE 1 -RAD W IySML� noN RIP "—SIGNAL` 1 -RAD 2-LUM GND/TR/PT GND/TR/PT 8 T,��OR LO >ZDCATION Q O OR EN --- EN BALL 3" COND 1� J [C CK --- %aLOW BALL 1-9C p V D --- BALL 1-5C M TE MON 1 -RAD Q Z ORANGE ---- N 2-LUM B O GND/TR/PT 2 P.B. F- > 9 -CONDUCTOR SIGNAL 3 R4 6A 8 4 2 W m I� WIRE COLOR MODE UJ CABLE DESIGNATION aZ 3" COND Rt QLU CU 1-9c J a 1-7c 2 P.B. 2 8A O 1 -RAD U GND/TR/PT O O J N U) 8$ Q a^ W 0 a p WIRING NOTES: Z Z 1. CONNECT TO EXISTING CONDUIT. W 2. PULL BACK EXISTING FIBER OPTIC O O THROUGH Q PROPOSED CONDUIT WIRING LEGEND 0 z Z c ® SIGNAL NUMBER f^ N i Q POLE NUMBER Q HANDHOLE NUMBER In RADAR DETECTION UNIT € R2 RADAR UNIT NUMBER POLE NOTES: ND CONDUIT P POWER CABLE (IC •6) s (D LOCATION REPRESENTS APPROXIMATE LINEAR DISTANCE FROM POLE MEASURED OUTWARD TO ENO OF ARM. LUM MINAIRE (1c •8) k 02 ORIENTATION OF LUMINAIRE ARM REPRESENTS A CLOCKWISE ANGLE MEASURED FROM THE CENTERLINE OF THE MAST ARM. TMC TR MONITOR CAMERA CABLE PUSHBUTTON (2c) (3) POLES SHALL BE DESIGNED AS PER PLAN. RAD RADARTC]AN s ® TRAFFIC SIGNAL HEADS ARE TO BE ALIGNED OVER THE CENTER OF INTERSECTION DEPARTURE LANES. APPROXIMATE LOCATIONS ARE AS SHOWN IN THE TRAFFIC GND GROUND WIRE (1c -6) SIGNAL POLE DATA TABLE. CONTRACTOR SHALL FIELD VERIFY SIGNAL HEAD LOCATIONS. TR TRACER WIRE (1c X10) Project No: 1151079 Q TOP OF FOOTING TO BE FORMED SQUARE AND FLUSH WITH PROPOSED SIDEWALK. PT PULL TAPE FD FIBER OPTIC 12MM / 12SM x (EX) EXISTING Sheet N.3 INSULATION COLOR STRIPE COLOR DETECTOR SUMMARY GREEN DETECTOR NUMBER DETECTION ZONE (DISTANCE FROM PHASE CALLED PHASE EXTENDED COMMENTS R1 81 0'- 40' 8 8 WHITE ---- 82 0'- 40' 8 8 BLACK Rz zt o' - 40' z PUSHBUTTON -COMMON BLUE TOTAL 22 0' - 20' 2 2 BICYCLE DET LOCATION SPREAD MOUNTING ORIENTATION st o'- ao' s s/z R3 41 0' - 40' 4 4 TYPE (ft.) R4 11 0' - 40' 1 t/6 30 1 61 0' - a0' 6 fi m 1 62 0' - 20' 6 6 BICYCLE 7 2A,2B 2 PED PUSHBU N 4A,4B 46 2 4 4 46,43,27,19 15 30 350 PED PUSHBUTTO 6A,68 m 1 6 SIGNAL/LIGHTING PED PUSHBUTTON BABB 8 PED PUSHBUTTON 3 COMBINATION t 22 2 25,16 15 30 350 3 12 m 1 SIGNAL/LIGHTING 4 SIGNAL 50 2 50,38 4 0,47,28,2 3 16 m 1 5 PEDESTAL 10 2 4 m 1 INSULATION COLOR STRIPE COLOR SIGNAL INDICATION GREEN ---- WALK -MAIN ST REO ---- DON'T WALK - MAIN ST GREEN BLACK WALK -SIDE ST RED BLACK DON'T WALK - SIDE ST WHITE ---- COMMON ORANGE ---- PUSHBUTTON -MAIN ST BLACK BLACK PUSHBUTTON -SIDE ST WHITE BLACK PUSHBUTTON -COMMON BLUE TOTAL SPARE INSULATION COLOR STRIPE COLOR SIGNAL INDICATION GREEN -- <--G(LT 4 SECT BLACK C--Y(LT 4 SEC) RED ---- <--R(LT 4 SEC) BLUE - OPEN ORANGE ---- <--FY(LT 4 SEC) WHITE ---- COMMON WHITE BLACK COMMON 1 TAPE = LEFT TURN SIGNALS 2 TAPE THRU SIGNALS 3 TAPE =RIGHT TURN SIGN TAPE INTERSE ION COLOR CO ER BLUE NE ORANGE SE YELLOW SW GREEN NW TRAFFIC SIGNAL POLE DATA MAST ARM TRAFFIC CNAL TRAFFIC SIGNS (DLDMINAIRE Pf(M FOOTINGS POLE POLE LENGTH/ m S MISCELLANEOUS TOTAL N0. TYPE PEDESTAL LOCATION LOCATION SPREAD MOUNTING ORIENTATION DIA DEPTH QUANTITY HEIGHT (ft.) OT N ARM (ft.) OTY N ARM (fl. (ft.) HEIGHT fflJ (degrees) TYPE (ft.) (f1J 1 COMBINATION 30 1 29 1 19 15 30 350 3 12 m 1 SIGNAL/LIGHTING 2 COMBINATION 46 2 46,34 4 46,43,27,19 15 30 350 3 i6 m 1 SIGNAL/LIGHTING 3 COMBINATION t 22 2 25,16 15 30 350 3 12 m 1 SIGNAL/LIGHTING 4 SIGNAL 50 2 50,38 4 0,47,28,2 3 16 m 1 5 PEDESTAL 10 2 4 m 1 1111 - Bonn MEMO coLLJ.. 1 r C d • MINIM GREEN 5 15 5 5 15 5 PASSAGE 2.5 2.5 2.5 2.5 2.5 2.5 MAXIMUM PHASE FLOW DIAGRAM TIMING (SECONDS) 0 1+5 0 l+s 0 2.s 0 a+a 0 2+5 ■�■�■�■�■�■O■O■0!d!�iR'�3iZ7■O■O■ 000©©■ooe©P©©©©P©©©©Poo■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ . �0000■oiPoi000000■oiioo■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ®000©■©©©©PooPOP©©©©Poo■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ . ®0000■000000iioPOPioPoo■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ �0000■0000000000000000■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■, �mmmm■mmommmmmmmmmmmm©�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ �0000■0000000000000000e■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ �mmmm■mmmmmmmmmmmmmmm©�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 1111 - Bonn MEMO coLLJ.. 1 r C d • MINIM GREEN 5 15 5 5 15 5 PASSAGE 2.5 2.5 2.5 2.5 2.5 2.5 MAXIMUM PHASE FLOW DIAGRAM TIMING (SECONDS) 0 1+5 0 l+s 0 2.s 0 a+a 0 2+5 INITIAL RECOMMENDED TIMING (SECONDS) PHASES USED 6 EXPANSIBLE T0� 8 12 FLASHING OPERATION MORMON TREK BLVD RED CAE DR/ROHRE7 RD RED PEDESTRIAN DARK PHASE SEQUENCE NOT CONTROLLER DATA FLASHING OPERATION MORMON TREK BLVD RED CAE DR/ROHRE7 RD RED PEDESTRIAN DARK PHASE SEQUENCE NOT ALLOWED PHASE SEQUENCE NOT ALLOWED BLVD •NORTHBOUNDBLVDCAE DRWESTBOUND MENNEN mmmmmmmmmm .. o�� 11- PARTIALLY RESTRICTED VEHICULAR MOVEMENT 0 PEDESTRIAN MOVEMENT D 0 VEHICULAR MOVEMENT -/W RIGHT OF WAY INTERVAL • i 0 u CY CIRCULAR YELLOW ' LEFT ARROW -. oGREEN LEFT ARROW -Y4 YELLOW RIGHT ARROW C-&GREEN RrHT ARROW - w WALK WALK •DW DON'T WALKAO ALL OT �ES • I _ 00■©■■■DPDP©©i::DP©©©©POD■■■■■■■■■■■■■■■■■■►.■■■■■■■■■■■■■■■ - X0000■oI■OP000■��'JO%OPP00■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�■■ mo©v©■©©©©Poop©P©©©©�4ao■■■■■■■■■■■■i■■■■■■■■■■■■■■■■■■■■■ MORMON PHASE FLOW DIAGR TIMING (SECONDS) m i.s m its m z+e m a+a 3 4 5 6 7 B m z+s 151151 1 5 5 15 5 PASSAGE —12.512.51 2.5 MA%IINN I 20 40 20 20 40 20 uAsiuuu II YELLOW CHANCE 3.6 4.7 4.3 3.6 4.7 4.3 RED CLEARANCE 1.6 1.6 2.1 t.6 1.6 2.1 WALK 171 1 7 7 7 PEDESTRIAN CLEARANCE is l7 l5 17 LEAONG PEO INTERVAL ®0000■000000iPoioPioioa■■■■■■■■■■■i■■■■■■■■■■■■■■■■■■■■■■ �0000■0000000000000000P■■■■�■■�■■■■■■■■■■■■■■■■■■■■■■■■■■ �mmmm■mmmmmmmmmmmmmmm©�■■■■■►.a■■■■■■■■■■■■■■■■■■■■■■■■■■■ �0000■0000000000000000�■■�■■■■■■■►�■■■■■■■■■■■■■■■■■■■■■■ �mmmm■mmmmmmmmmmmmmmm©�■■■■■■■■■■■��■■■■■■■■■■■■■■■■■■■■■ BLVD •NORTHBOUNDBLVDCAE DRWESTBOUND MENNEN mmmmmmmmmm .. o�� 11- PARTIALLY RESTRICTED VEHICULAR MOVEMENT 0 PEDESTRIAN MOVEMENT D 0 VEHICULAR MOVEMENT -/W RIGHT OF WAY INTERVAL • i 0 u CY CIRCULAR YELLOW ' LEFT ARROW -. oGREEN LEFT ARROW -Y4 YELLOW RIGHT ARROW C-&GREEN RrHT ARROW - w WALK WALK •DW DON'T WALKAO ALL OT �ES • I _ 00■©■■■DPDP©©i::DP©©©©POD■■■■■■■■■■■■■■■■■■►.■■■■■■■■■■■■■■■ - X0000■oI■OP000■��'JO%OPP00■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�■■ mo©v©■©©©©Poop©P©©©©�4ao■■■■■■■■■■■■i■■■■■■■■■■■■■■■■■■■■■ MORMON PHASE FLOW DIAGR TIMING (SECONDS) m i.s m its m z+e m a+a 3 4 5 6 7 B m z+s 151151 INITIAL RECOMMENDED TIMING (SECONDS) EXPANSIBLE T0� PHASE 1 2 3 4 5 6 7 B NINIYUII GREEN 151151 1 5 5 15 5 PASSAGE —12.512.51 2.5 MA%IINN I 20 40 20 20 40 20 uAsiuuu II YELLOW CHANCE 3.6 4.7 4.3 3.6 4.7 4.3 RED CLEARANCE 1.6 1.6 2.1 t.6 1.6 2.1 WALK 171 1 7 7 7 PEDESTRIAN CLEARANCE is l7 l5 17 LEAONG PEO INTERVAL CONTROLLER DATA PHASES USED 6 EXPANSIBLE T0� e MINIMUM QTY. OF DACKPANEL POSITIONS 12 FLASHING OPERATION ALLOWED MORMON TREK BLVD RED CPE DR/RONRE7 RD RED PEDESTRIAN DARK PHASE SEQUENCE NOT ALLOWED FROM TO DUAL ENTRY PHASES 2+6 4+8 TRAFFIC SIGNS PEDESTRIAN SIGNS I I TIELD ON _ '+ d STREET NAME SIGNS Nr Teuow _ > ; E D 120" x 16" ANRDw o „ m Mormon Trek Blvd 900 R3 -5L R3 -5R R -SPECIAL R10-3EL R10-3ER 00+6L 1 nig MAY 29 AH 78" EACH) 30" x 36" 30" x 36" 30" x 36" 9" x 15" 9" x 15" ) O O © (4 EACH) (2 EACH) Z 78" x 16" (2 EACH) (1 EACH) (1 EACH) "I I I �- CI.�Y CLEPtl Benton St zaoo (z EACH) $ lovip, CITY,10:./ _� II of TA 7 + 74 TYPE II HAN H L - II RT T + N STA 78#8.8 30.1' LT B �� R3 TA TA 78+48.5 4 .7 T I\ 4 R 2 TA 7 +4 T 4 N I TYPE II H N H v � a I, 41 TRAFFIC SIGNAL FACES 12" 12' iR- R ED ED 1z" tz" I Y LED ED 12" 12" o LED ED Al ZL® ®® 12' R LED 00+9L �I O I,2 R/ NOTE 1,2 NOTE 1 l5ti ®l�0 W BENTON ST Bi I v I I 1 ---- ❑ ST 77x61.1. 49.8' RT TY IIHANDHOLE LAYOUT NOTES: L. CONNECT TO EXISTING CONDUIT 2. PULL BACK EXISTING FIBER OPTIC CABLE AND ROUTE THROUGH PROPOSED CONDUIT. 3. REMOVE TRAFFIC SIGNAL EQUIPMENT. PUSHBUTTON LAYOUT 5 12" TLED ©1© LED O p ® TO e 12"LED I $ 00+9L �I O I,2 R/ NOTE 1,2 NOTE 1 l5ti ®l�0 W BENTON ST Bi I v I I 1 ---- ❑ ST 77x61.1. 49.8' RT TY IIHANDHOLE LAYOUT NOTES: L. CONNECT TO EXISTING CONDUIT 2. PULL BACK EXISTING FIBER OPTIC CABLE AND ROUTE THROUGH PROPOSED CONDUIT. 3. REMOVE TRAFFIC SIGNAL EQUIPMENT. PUSHBUTTON LAYOUT � 3 0 e o U r n � W` 3 a O y N _ O z 0 0� 'Oo^. U �wm oUm W F - z U) Q Z _- O M w U LO ED r in Z W a cn z w a m �- J Q Y � Lu U J O Cn Lu z O Y_ 0 a w J 0 0 Z z U)N 7717 No1151079 Sheet N.5 5 ©1© O p ® TO e � 3 0 e o U r n � W` 3 a O y N _ O z 0 0� 'Oo^. U �wm oUm W F - z U) Q Z _- O M w U LO ED r in Z W a cn z w a m �- J Q Y � Lu U J O Cn Lu z O Y_ 0 a w J 0 0 Z z U)N 7717 No1151079 Sheet N.5 TRAFFIC SIGNS [9ei R3-5L 3-5R R -SPECIAL 30" xx 36" 30' O36" 30" x 36" (2 EACH) (1 EACH (1 EACH) TRAFFIC SIGNAL FACES 12"12" R R ED ED 12" 12" � Y LED ED 12" 12" .� G LED ED Al ZL® AA 5/ 1 72" R LED PEDESTRIAN SIGNS R10-3EL R10-3ER 00+61 9" x 15" 9" x 15" (4 EACH) (2 EACH) I I I 1 I N NOTE 1,2 NOTE 1 00+81 II II I 22 I _e_ pr's IM \ 'Jf STREET NAME SIGNS Fon Trek Blvd 900 ,200 i6 (1 EACH) 1018 MAY 15 AM B` ` 76" x 16" EiTY SER Benton $t 2400 z Q _ W BENTON ST RA U it LAYOUT NOTES: 1. CONNECT TO EXISTING CONDUIT 2. PULL BACK EXISTING FIBER OPTIC CABLE AND ROUTE THROUGH o ro PROPOSED CONDUIT. 3.REMOTRAFFIC SIGNAL EQUIPMENT. Y�T. SC&E (FEET) PUSHBUTTON LAYOUT Q 12" 12" Y � LED LED 12" 12" G 9 LED LED PEDESTRIAN SIGNS R10-3EL R10-3ER 00+61 9" x 15" 9" x 15" (4 EACH) (2 EACH) I I I 1 I N NOTE 1,2 NOTE 1 00+81 II II I 22 I _e_ pr's IM \ 'Jf STREET NAME SIGNS Fon Trek Blvd 900 ,200 i6 (1 EACH) 1018 MAY 15 AM B` ` 76" x 16" EiTY SER Benton $t 2400 z Q _ W BENTON ST RA U it LAYOUT NOTES: 1. CONNECT TO EXISTING CONDUIT 2. PULL BACK EXISTING FIBER OPTIC CABLE AND ROUTE THROUGH o ro PROPOSED CONDUIT. 3.REMOTRAFFIC SIGNAL EQUIPMENT. Y�T. SC&E (FEET) PUSHBUTTON LAYOUT u� gy�ggg Z N LL L Y ' O o N 'N Z Q o Q w$? W o i Z O m`o 0 W+ \ ZV, Z o M W V O m Z H o W a N Z W QJ J I.— Lu Lu V 0 m 0 co Lu Q od Z 4o ui W J 0 O Z � z f� y Project No: 1151079 Sheet N.5 Q O �II u� gy�ggg Z N LL L Y ' O o N 'N Z Q o Q w$? W o i Z O m`o 0 W+ \ ZV, Z o M W V O m Z H o W a N Z W QJ J I.— Lu Lu V 0 m 0 co Lu Q od Z 4o ui W J 0 O Z � z f� y Project No: 1151079 Sheet N.5 NOTE: ZONE LIMITS ARE FOR DETECTION LIMITS ONLY. ACTUAL DETECTION AREAS FOR EACH ZONE WILL BE DETERMINED IN THE FIELD. 5-COND WIRIE COLOR ODE INSULATION STRIPE SIGNAL COLOR COLOR INDICATION GREENA DETECTOR SUMMARY REEN BALL DETECTOR NUMBER DETECTION(DISTANCE ZONE FROM PHASE CALLED PHASE EXTENDED COMMENTS R7 61 0' - 40' 6 6 PEN SIGNS 62 0'- 20' 6 6 BICYCLE DET BLACK 63 0'- 40' 6 6 BLUE R2 21 0' - 40' 2 2 NO. TYPE 22 0'- 20' 2 2 BICYCLE DET TYPE DIA 51 0'- 40' 5 5/2 R3 41 0' - 40' 4 4 (IL) (ft.) 42 0' - 40' 4 4 5 SEC DELAY 4A4B 2 38,21 4 1 PED PUSHBUTTON 60.68 1 6 0 PED PUSHBUTTON BA,88 Cl) MJ W 8 N PED PUSHBUTTON 3 COMBINATION Y8 2 28,17 2 25,9 15 30 270 3 12 m 1 Z SIGNAL/LIGHTING 0 0. L LI in a >' 5 SIGNAL 35 2 24,12 3 35,18,8 C 3 12 m 1 6 PEDESTAL 10 2 4 m 1 FTJ LIGHTING 1 15 30 0 LI -201 NOTE: ZONE LIMITS ARE FOR DETECTION LIMITS ONLY. ACTUAL DETECTION AREAS FOR EACH ZONE WILL BE DETERMINED IN THE FIELD. 5-COND WIRIE COLOR ODE INSULATION STRIPE SIGNAL COLOR COLOR INDICATION GREENA SIGNAL INDICATION REEN BALL BLACK WALK - MAIN ST ELLOW BALL RED DON'T WALK - MAIN ST EO BALL WHITE WALK - SIDE ST OMMON ORANGE DON'T WALK - SIDE ST PEN 9WK COLOR MODE INSULATION COLOR STRIPE COLOR SIGNAL INDICATION GREEN -- WALK - MAIN ST RED RADAR DETECTION UNIT DON'T WALK - MAIN ST GREEN BLACK WALK - SIDE ST RED BLACK DON'T WALK - SIDE ST WHITE SIGNS COMMON ORANGE PEDESTRIAN PUSHBUTTON (26 PUSHBUTTON - MAIN ST BLACK BLACK PUSHBUTTON - SIDE ST WHITE BLACK PUSHBUTTON - COMMON BLUE FO SPARE Www CdL6R mom INSULATION COLOR STRIPE COLOR SIGNAL INDICATION GREEN ---- <--G(LT 4 SEG BLACK RADAR DETECTION UNIT <--Y(LT 4 SEC) RED GOND <--R(LT 4 SEC) BLUE MAST ARM OPEN ORANGE SIGNS <--FY(LT 4 SEC) WHITE PEDESTRIAN PUSHBUTTON (26 COMMON WHITE BLACK COMMON CABLE DESIGNATION I TAPE = LEFT TURN SIGNALS 2 TAPE THRU SIGNALS 3 TAPE RIGHT TURN SIGNALS TAPE INTERSECTION COLOR CORNER BLUE HE ORANGE SE YELLOW SW GREEN NW ® 1 PPBB' 2" COND 4 � q 1 -PB 3 - GND/TR/PT 3" COND 1-9c 1-5c 1 -RAD 2-LUM GND/TR/PT 4' COND 3-9c 1-7c 2-5c 1 -PB 2 -RAD 2-LUM GND/TR/PT 3" COND 1 9c 1-7c 1-5c 1 -TMC 1 -RAD 2-LUM GND/TR/PT 2' COND 2-PWR NOTE 1— COND (EX)� 0 2 PWR 2" COND 1 -FO (EX) r O TO CAMERON WAY o Tz 'NOTE 1,2 m o x COND (EX) 0_�1-FO (EX) o 2" COND 1 -FO (EX) 1 P.B. R1 -�2' COND 1 -PB GND/TR/PT 2-4" COND 5-9c 2-7c 3-5c 3 -PB 1 -TMC 3 -RAD 2-LUM 2 -FO (EX) GND/TR/PT o NOTE 1,2 COND (EX) y 1 -FO (EX) TO CAE OR POLE NOTES: LOCATION REPRESENTS APPROXIMATE LINEAR DISTANCE FROM POLE MEASURED OUTWARD TO END OF ARM. ORIENTATION OF LUMINAIRE PRM REPRESENTS A CLOCKWISE ANGLE MEASURED FROM THE CENTERLINE OF THE MAST ARM. CDPOLES SHALL BE DESIGNED AS PER PLAN. ®TRAFFIC SIGNAL HEADS ARE TO BE ALIGNED OVER THE CENTER OF INTERSECTION DEPARTURE LANES. APPROXIMATE LOCATIONS ARE AS SHOWN IN THE TRAFFIC SIGNAL POLE DATA TABLE. CONTRACTOR SHALL FIELD VERIFY SIGNAL HEAD LOCATIONS. ® TOP OF FOOTING TO BE FORMED SQUARE AND FLUSH WITH PROPOSED SIDEWALK. 4" COND 2-9c 1-7c 1-5c I W BENTON ST 2' COND I -PB GND/TR/PT 1 P.B. 4" COND 1-9c 1 -PB 2-LUM GND/TR/PT 3" COND 2-9c 1-7c 1-5c 1 -RAD GND/TR/PT \ —2' GOND ® �\ 1-9c GND/TR/PT 60. �2' GOND 1-9c 2-LUM GND/TR/PT N NOT TO SCALE WIRING NOTES: L CONNECT TO EXISTING CONDUIT. 2.PULL BACK EXISTING FIBER OPTIC CABLE AND ROUTE THROUGH PROPOSED CONDUIT. I WIRING LEGEND I ® SIGNAL NUMBER (2) POLE NUMBER Q TRAFFIC SIGNAL POLE DATA RADAR DETECTION UNIT R2 RADAR UNIT NUMBER GOND CONDUIT PWR MAST ARM TRAFFIC SIGNAL (I)TRAFFIC SIGNS (2)LUMINAIRE ARM FOOTINGS PEDESTRIAN PUSHBUTTON (26 RAD RADAR CABLE(S) POLE POLE LENGTH/ m HEADS PT PULL TAPE FO FIBER OPTIC 12MM / 12SM (EX) MISCELLANEOUS TOTAL NO. TYPE PEDESTAL LOCATION O Z LOCATION SPREAD MOUNTING ORIENTATION TYPE DIA DEPTH O QUANTITY HEIGHT (ft.) QTY. ON ARM (ft QTY' N ARM (ft. (ft.) HEIGHT (ft.) (degrees) (IL) (ft.) W I COMBINATION 41 2 41,31 2 38,21 15 30 350 3 1 14 m 1 SIGNAL/LIGHTING 0 Cl) MJ W � N 3 COMBINATION Y8 2 28,17 2 25,9 15 30 270 3 12 m 1 Z SIGNAL/LIGHTING 0 0. L LI in a >' 5 SIGNAL 35 2 24,12 3 35,18,8 C 3 12 m 1 6 PEDESTAL 10 2 4 m 1 FTJ LIGHTING 1 15 30 0 LI -201 m 1 2e I PEDESTAL 1 5 1 2 4 m 3 POLE NOTES: LOCATION REPRESENTS APPROXIMATE LINEAR DISTANCE FROM POLE MEASURED OUTWARD TO END OF ARM. ORIENTATION OF LUMINAIRE PRM REPRESENTS A CLOCKWISE ANGLE MEASURED FROM THE CENTERLINE OF THE MAST ARM. CDPOLES SHALL BE DESIGNED AS PER PLAN. ®TRAFFIC SIGNAL HEADS ARE TO BE ALIGNED OVER THE CENTER OF INTERSECTION DEPARTURE LANES. APPROXIMATE LOCATIONS ARE AS SHOWN IN THE TRAFFIC SIGNAL POLE DATA TABLE. CONTRACTOR SHALL FIELD VERIFY SIGNAL HEAD LOCATIONS. ® TOP OF FOOTING TO BE FORMED SQUARE AND FLUSH WITH PROPOSED SIDEWALK. 4" COND 2-9c 1-7c 1-5c I W BENTON ST 2' COND I -PB GND/TR/PT 1 P.B. 4" COND 1-9c 1 -PB 2-LUM GND/TR/PT 3" COND 2-9c 1-7c 1-5c 1 -RAD GND/TR/PT \ —2' GOND ® �\ 1-9c GND/TR/PT 60. �2' GOND 1-9c 2-LUM GND/TR/PT N NOT TO SCALE WIRING NOTES: L CONNECT TO EXISTING CONDUIT. 2.PULL BACK EXISTING FIBER OPTIC CABLE AND ROUTE THROUGH PROPOSED CONDUIT. I WIRING LEGEND I ® SIGNAL NUMBER (2) POLE NUMBER Q HANDHOLE NUMBER in RADAR DETECTION UNIT R2 RADAR UNIT NUMBER GOND CONDUIT PWR POWER CABLE (IC •6) LUM LUMINAIRE Oc •8) TMC TRAFFIC MONITOR CAMERA CABLE PB PEDESTRIAN PUSHBUTTON (26 RAD RADAR CABLE(S) GND GROUND WIRE (1c -6) TR TRACER WIRE Oc •10) PT PULL TAPE FO FIBER OPTIC 12MM / 12SM (EX) EXISTING Project No: 1151079 Sheet N.6 O30 E 0 �S U n Lf� w 3 wsd ` O N z� 0 rn moa U Z o�m Wz Z w Q m _ O Z - V M Q z O > J m LLJ Y Cn Z LU W J Z Q 0 — o U 0 Cl) MJ W � N LJJ p Z Z 0 0. L LI in a >' C� Cn C N Project No: 1151079 Sheet N.6 NOTE: ZONE LIMITS ARE FOR DETECTION LIMITS ONLY. ACTUAL DETECTION AREAS FOR EACH ZONE WILL BE DETERMINED IN THE FIELD. 5•CCONEXI)CCTWIRE OR SIGNAL. INSULATION STRIPE 51 NAL COLOR COLOR INDICATION GREEN DETECTOR SUMMARY GREEN BALL DETECTOR NUMBER DETECTION ZONE (DISTANCE PHASE CALLED PHASE I EXTENDED COMMENTS R1 61 0'- 40' ORANGE 6 OPEN ---- 62 0' - 20' 6 6 BICYCLE DET BLACK 63 0'- 40' 6 6 BLUE R2 21 0'- 40' 2 PEDESTAL L ION LOCATION 22 0' - 20' 2 2 BICYCLE DET J m 51 0'- 40' 5 5/2 (ft.) HEIGHT (ft.) (degrees) R3 41 01- 40' 4 4 COMBINATION SIGNAL/LIGHTING 42 0'- 40' 4 45 SEC LAY 4A.48 G) 1 4 COMBINATION PED PUSHBU N 6A,6B 2 28,17 2 25,9 6 3 PED PUSHBUTTO 8A,88 1 W 8 PED PUSHBUTTON p z Z 3 SIGNAL 2 24,12 3 35,18,8 3 3 12 m 1 4 PEDESTAL 10 y N 2 4 m 1 5 LIGHTING 15 30 0 LI -201 m 1 NOTE: ZONE LIMITS ARE FOR DETECTION LIMITS ONLY. ACTUAL DETECTION AREAS FOR EACH ZONE WILL BE DETERMINED IN THE FIELD. 5•CCONEXI)CCTWIRE OR SIGNAL. INSULATION STRIPE 51 NAL COLOR COLOR INDICATION GREEN ---- GREEN BALL BLACK ---- YELLOW BALL RED ---- RED BALL WHITE ---- COMMON ORANGE DON'T WALK - SIDE ST OPEN 9-CONDUCTOR INSULATION COLOR STRIPE COLOR SIGNAL INDICATION GREEN ---- WALK - MAIN ST RED ---- DON'T WALK - MAIN ST GREEN BLACK WALK - SIDE ST RED BLACK DON'T WALK - SIDE ST WHITE ---- COMMON ORANGE ---- PUSHBUTTON - MAIN ST BLACK BLACK PUSHBUTTON - SIDE 57 WHITE BLACK PUSHBUTTON - COMMON BLUE MISCELLANEOUS SPARE 7 -CONDUCTOR SIGNAL WIRE COLOR NODE INSULATION COLOR STRIPE COLOR SIGNAL INDICATION GREEN - (--GILT 4 SEC) BLACK NUMBER <--T(LT 4 SEC) RED ® <--R(LT 4 SEC) BLUE TRAFFIC SIGNAL OPEN ORANGE FOOTINGS <--FY(LT 4 SEC) WHITE ---- COMMON WHITE BLACK COMMON CABLE DESIGNATION 1 TAPE = LEFT TURN SIGNALS 2 TAPE THRU SIGNALS 3 TAPE RIGHT TURN SIGNALS TAPE INTERSECTION COLOR CORNER BLUE NE ORANGE SE YELLOWSW GREEN NW 3" COND 1-9c 1-7c 1-5c 1 -TMC 1 -RAD 2-LUM GNC/TR/PT *81LI9: 3" COND 1-9c f P.B. 1-5C 1 -RAD a z 2-LUM GND/TR/PT 4" COND TO CAMERON WAY 2-9c 1-7c T COND (EX) RAD �1 FO (EX) GND/TR UM i 0 NOTE 1.2 2' CONO 2-PWR NOTE 1— 2" COND 1 -FO (EX) ® ,`:'m Om 2" COND_/ I� 1 -FO (EX)c GOND (EX) �y° 1 -FO (EX) TO CAE OR 2-4" COND 4-9c 2-7c 3-5c 1 -TMC 3 -RAD 2-LUM 2 -FO (EX) GND/TR/PT NOTE 1,2 POLE NOTES: (I)LOCATION REPRESENTS APPROXIMATE LINEAR DISTANCE FROM POLE MEASURED OUTWARD TO END OF ARM. (2)ORIENTATION OF LUMINAIRE ARM REPRESENTS A CLOCKWISE ANGLE MEASURED FROM THE CENTERLINE OF THE MAST ARM. ©POLES SHALL BE DESIGNED AS PER PLAN. ®TRAFFIC SIGNAL HEADS ARE TO BE ALIGNED OVER THE CENTER OF INTERSECTION DEPARTURE LANES. APPROXIMATE LOCATIONS ARE AS SHOWN IN THE TRAFFIC SIGNAL POLE DATA TABLE. CONTRACTOR SHALL FIELD VERIFY SIGNAL HEAD LOCATIONS. (S)TOP OF FOOTING TO BE FORMED SQUARE AND FLUSH WITH PROPOSED SIDEWALK. `4" COND 1-9c -1-.7c- -:'- "' 1 -5 -.7c- 1 -5c 1 -RA 2/ -ED GND/ 201M9 A ISl r A O z A m >t 0 W BENTON ST 2 P.B. ' 6A 8 4" COND 1-9c 2-LUM GND/TR/PT 3" COND 2-9c 1-7c 1-5c 1 -RAD GND/TR/PT 2' COND 1-9c GND/TR/PT 2' COND 1-9c 2-LUM GND/TR/PT N NOT TO SCALE WIRING NOTES: (.CONNECT TO EXISTING CONDUIT. 2.PULL BACK EXISTING FIBER OPTIC CABLE AND ROUTE THROUGH PROPOSED CONDUIT. WIRING LEGEND 8 SIGNAL NUMBER RAFFIC SIGNAL POLE DATA 2HANDHOLE NUMBER iM AR DETECTION UNIT ® R UNIT NUMBER MAST ARM TRAFFIC SIGNAL (]')TRAFFIC SIGNS (2)LUMINAIRE ARM FOOTINGS LUMINAIR (1c •8) TMC TRAFFIC M (TOR CAMERA CABLE POLE POLE LENGTH/ CD HEADS GND GROUND WIRE (ic •6) TR TRACER WIRE Mc •10) MISCELLANEOUS TOTAL NO. TYPE PEDESTAL L ION LOCATION SPREAD MOUNTING ORIENTATION DIA DEPTH QUANTITY J m HEIGHT (ft.) OTT. ARM (ft.) QTY. N ARM (ft. (ft.) HEIGHT (ft.) (degrees) TYPE (ft.) (ft.) H 1 COMBINATION SIGNAL/LIGHTING 41 41,29 2 38,21 15 30 350 3 14 G) 1 2 COMBINATION J 28 2 28,17 2 25,9 15 30 270 3 12 m 1 W SIGNAL/LIGHTING � p z Z 3 SIGNAL 2 24,12 3 35,18,8 3 3 12 m 1 4 PEDESTAL 10 y N 2 4 m 1 5 LIGHTING 15 30 0 LI -201 m 1 POLE NOTES: (I)LOCATION REPRESENTS APPROXIMATE LINEAR DISTANCE FROM POLE MEASURED OUTWARD TO END OF ARM. (2)ORIENTATION OF LUMINAIRE ARM REPRESENTS A CLOCKWISE ANGLE MEASURED FROM THE CENTERLINE OF THE MAST ARM. ©POLES SHALL BE DESIGNED AS PER PLAN. ®TRAFFIC SIGNAL HEADS ARE TO BE ALIGNED OVER THE CENTER OF INTERSECTION DEPARTURE LANES. APPROXIMATE LOCATIONS ARE AS SHOWN IN THE TRAFFIC SIGNAL POLE DATA TABLE. CONTRACTOR SHALL FIELD VERIFY SIGNAL HEAD LOCATIONS. (S)TOP OF FOOTING TO BE FORMED SQUARE AND FLUSH WITH PROPOSED SIDEWALK. `4" COND 1-9c -1-.7c- -:'- "' 1 -5 -.7c- 1 -5c 1 -RA 2/ -ED GND/ 201M9 A ISl r A O z A m >t 0 W BENTON ST 2 P.B. ' 6A 8 4" COND 1-9c 2-LUM GND/TR/PT 3" COND 2-9c 1-7c 1-5c 1 -RAD GND/TR/PT 2' COND 1-9c GND/TR/PT 2' COND 1-9c 2-LUM GND/TR/PT N NOT TO SCALE WIRING NOTES: (.CONNECT TO EXISTING CONDUIT. 2.PULL BACK EXISTING FIBER OPTIC CABLE AND ROUTE THROUGH PROPOSED CONDUIT. z V N a n O WIRING LEGEND 8 SIGNAL NUMBER � POLE NUMBER 2HANDHOLE NUMBER iM AR DETECTION UNIT ® R UNIT NUMBER GOND ON IT PWR POWER ABLE INC 06I LUM LUMINAIR (1c •8) TMC TRAFFIC M (TOR CAMERA CABLE PB PEDESTRIAN SHBUTTON (26 RAD RADAR CABLE(S) GND GROUND WIRE (ic •6) TR TRACER WIRE Mc •10) PT PULL TAPE FO FIBER OPTIC 12MM / 12SM IEX) EXISTING z V N a n O O 8 N � W a W ` 0 y N c / Z z a z� (� o UZO�d Lu Z Z LU J Z Z M Q Z Q ; J m UJ Y co LU W H � a 0 O V `� / O J 'cn �40 Q W � p z Z Oa W � 3 D y N Prated No: 1151079 Sheet N.6 Ellin 1111 04 1111oil • W • • u • • • u 1 1 1 • uj �LL —& I I I z --::�VEHICULM MOVEMENT • C- W -. o C> C _ • • -& MEN MHT ARROW 1DON'T WALX I AO ALL OTHER PH�5 PHASE 1 SEQUENCE111 W • �__ �l YA%INUN II 1 TRAFFIC PHASING AND COLOR SEQUENCE 02t5 02+6 O a Date 0 m 0 a 0 T a APPROACH 3: CLEAR T00 3 CLEA777 Lu CIROMM REO Y- YELLOW LEFT ARnW `Lki� YELLOW LEFT �W MEN LEFT ARROW R TOO CLEAR T00 CLEAR T00 CLEAR T00 CLEAR T00 CLEAR T00 CLEAR T00 CLEAR T00 T CLEAR T00 Jaz 3 3 3 3 3 3 3 3 4 � 2♦6 AO � 2t5 AO � AO try �� t Edit 61 R R R R R R R 62 R R R C R• R• R,9 °• R R MORMON TREK � • BLVO 63,64 DW Ow DW W f0 W DW OW DW DW NORTHBOUND 51 6 W- M- fY Pf w N Jt R A 21,22 G G Y G c Y c Y fl R R R MORMON TREK BLVD SOUTHBOUND 41 R N1- A 4F A A i'F " fM (1• 42,43 R R R R fl R C u n G R Y BENTON ST 44,45 DW DW DW DW DW DW W W WESTBOUND 81,82 DW DW DW DW DW DW OW DW W PEDESTRIAN CROSSING EASTBOUND PHASE FLOW DIAGRAM TIMING (SECONDS) ra z+s m 2♦s ma 04+8 3 4 5 6 7 B YIpYU4 GREEN /5 7 5 15 PASSAGE 2.5 2.5 2.5 2.5 MISINUN I 40 40 20 40 YELLOW CHANCE 5.0 3.1 3.0 5.0 AEU CLEMINCE 2.1 1.4 2.1 2.1 WILA 7 7 7 PEOEGiRI/N CLEMNICE 9 12 12 LEIDING PEU INiERV11 PHASE FLOW DIAGRAM TIMING (SECONDS) ra z+s m 2♦s ma 04+8 3 4 5 6 7 B YIpYU4 GREEN /5 INITIAL RECOMMENDED FROM TO �2+6 TIMING (SECONDS) 5 PHASE 1 2 3 4 5 6 7 B YIpYU4 GREEN /5 7 5 15 PASSAGE 2.5 2.5 2.5 2.5 MISINUN I 40 40 20 40 YELLOW CHANCE 5.0 3.1 3.0 5.0 AEU CLEMINCE 2.1 1.4 2.1 2.1 WILA 7 7 7 PEOEGiRI/N CLEMNICE 9 12 12 LEIDING PEU INiERV11 FLASHING OPERATION CONTROLLER DATA PHASES USED 5 E%PANSIBLE T0� 6 MINIMUM QTY. OF t2 BACKPANEL POSITIONS FLASHING OPERATION MORMON TREK BLVD RED W BENTON ST RED PEDESTRIAN DARK TRAFFIC SIGNS PEDESTRIAN SIGNS LEFT TURN ©� [maw YIELD ON ij+sa FLASHING YWI +�R YELLOW � � ONLY ARROW R3-51- R -SPECIAL R10-3EL R10-3ER 30" x 36" 30" x 36" 9" x 15" 9" x 15" O O (5 EACH) (3 EACH) (2 EACH) (2 EACH) TRAFFIC SIGNAL FACES t, Mormon Trek Blvd 800 12" ED ED Ij F' � 12" ED O -- t Walden Sq ♦ 78" x 16" O MAY 1111 2p C; ` ti 77 MI a LED t CITY CLERe; 4m Walden S j�V! � CI 1T 1, IU q Y ED 1 Cameron Way 2400 -► 114" x 16" O �— I _I Fn «Fa LED S 1i ♦ Cameron Way 2400 1G ED �N ®® =` 0 QA 1@A A AA 11LE�1 41 A 61 A2 ®A A® Z WALDEN SQUARE NOTE 3 00+99 T i STREET NAME SIGNS t, Mormon Trek Blvd 800 120" x 16" Ij F' � (2 EACH) -- t Walden Sq ♦ 78" x 16" O MAY 1111 2p C; ` ti 77 MI 0 EACH) t CITY CLERe; 4m Walden S j�V! � CI 1T 1, IU q 76 E 16 (1 EACH) 1 Cameron Way 2400 -► 114" x 16" O '1 (1 EACH) S 1i ♦ Cameron Way 2400 114" x 16" �N (1 EACH) I 1 (35') NOTE 1 Fes_ �L-BS+76. 46,2' RT STA 5+65.8 44.8' F NOTE 1,2 I TA + .1 .7 II HAN H 41 I TA + 44 F TA +7 N I II HANDH j/c1 STA 85+15.0. 45.2' R' IQ CAMERON WAY LAYOUT NOTES, 1. CONNECT TO EXISTING CONDUIT. 2. PULL BACK EXISTING FIBER OPTIC CABLE AND ROUTE THROUGH PROPOSED CONDUIT. 3. ADJUST EXISTING HANDHOLE TO GRADE. 4. REMOVE TRAFFIC SIGNAL EQUIPMENT. PUSHBUTTON LAYOUT Q Q 0 0 0 cn �o Xo U N Project No: 1151079 Sheet N.8 0 0 0 cn �o U N W "a_m a \ p �N Z =` 0 oQ— mem �wM V o Z o J L Lu V M Q Z L0L 1� z w a cn Z W J m ~ Ya F U J O cn m co a Lu w H Z 0 0 a w J 0 N YCr Q G fn N Project No: 1151079 Sheet N.8 TRAFFIC SIGNS PEDESTRIAN SIGNS [ma I ONLY R3-51- R -SPECIAL R10-3EL R10- 30" x 36" 30" x 36" 9" x 15" 9" x 1 O © (5 EACH) (3 EACH (2 EACH) (2 EACH) WALDEN SQUARE TRAFFIC SIGNAL FACES 12" ED Mormon Trek B—I— B00 12" ED (2 EACH) Walden Sq •► 12" � LED ©T V 12" Y ED a Walden S Sq 'B E 16" .F� LED Cameron Way 2400 -► 1G ED (1 ACH) ®® 114" x 16" (1 EACH) LED 27 A ALA „A A� �� 8, N 0 10 L—=� NOT 00}99 a i ED 2010 Y I S AM 8: 2 Q r A I7 YCLE. I0'F` „`A A m x 0 TE 1,2 L] STREET NAME SIGNS Mormon Trek B—I— B00 120" x 16" (2 EACH) Walden Sq •► 'B 016 ©T V (1 EACH) a Walden S Sq 'B E 16" (1 EACH) Cameron Way 2400 -► 114" x 16" ED (1 ACH) ♦ Cameron Way 2400 114" x 16" (1 EACH) NOTE 1 II 41 CAMERON WAY i i --�VQ LAYOUT NOTES: 1. CONNECT TO EXISTING CONDUIT. 2. PULL BACK EXISTING FIBER OPTIC CABLE AND ROUTE THROUGH PROPOSED CONDUIT. 3.ADJUST EXISTING HANDHOLE TO GRADE. 4.REMOVE TRAFFIC SIGNAL EQUIPMENT. PUSHBUTTON LAYOUT Od® Oy® Q T® ©T V n q � N S; o z° ZO o Lu 3 a" \ O N r Z�a O orc mp U ¢ spm Z Z m M a U O v Z H z w a cn Z W .j m ~ d Y a m 0 cf) Lu 2 a H cha Z 0 LL O a w J Q Q o Z Z :7 co 9 N Project No 1151079 Sheet N.8 ao TO MEL ROSE AIiE 3" COND z CONO (EX) COND (EX) 1-9c x 1 -FO (EX) I 1 9c 1-5c ONE LIMITS 1-5c 1 -PB t 0 1 -PB 1 -TMC „. I 1 -TMC 1 -RAD N) o m ° 1 -RAD 2-LUM COND (EX) h 1 P.B. 4 2-LUM 2 -FO (EX) 2-PWR o a o 2 -FO (EX) GND/TR/PT 2 1 4 ® o GND/TR/PT NOTE 1,2 Z��u Y 29 A 2' COND a 10 sa 2-PWR y rrr In { T o—o—o—o—o—o o—o—o—o—o i 4' GOND IPB I� Chi T 2-7c a a ,( 7 B 2' COND 3 3-5c 0 1 -PB 5 -PB Z a s 3" 1-9� ND/TR/PT 2 3 -RAD O 3o N 1-5c 4 0 ❑ 2-LUM > ® GND/TR/PT co 3e� 1 -RAD ° COND (EX) Y 3' 1-9Dc v w 2-LUM 1 -FO (EX) w 2' COND 3 w a v GND/TR/PT 1-5c 4 1 P.B. 1 -PB W O y h a NOTE: z GND/TR/PT — ° 3 TO BENTON ST o 1 RAD ZONE LIMITS ARE FOR DETECTION LIMITS ONLY. ACTUAL DETECTION 2-LUM e Z AREAS FOR EACH ZONE WILL BE DETERMINED IN THE FIELD. p GND/TR/PT o a WALDEN SQUARE O 4" COND N 5WIRE COLOR MODE 7WIRE COLOR SIGNAMODE 2-9c ci m WIRE COLOR YORE NINE COLOR YOOE CAMERON WAY 1-7c W z I P.B. 2-5c 4-P8Z w 2' COND 6A w — 2" GOND 1 -PB GND/TR/PT GND/TR/PT 5 GNDA/OTR/PT M U U 1 P.B. 1 P.B. O 0 Z 3" COND I P.B. 7 Q 1-9c 1 91YGIREECOLOORR MONO 11 -7c -5c B 2" COND 3 W J GABLE DESIGNATION 1 -RAD GND/TR/PT Z m W 2-LUM 8 L— Ll TAPE LEFT TURN SIGNALS Q w GND/TR/PT (� 2 TAPE = THRU SIGNALS 1- GOND J Q 3 TAPE RIGHT TURN SIGNALS 4 1-5c Z TAPE INTERSECTION COLOR CORNER 1 -RAD Q V BLUE NE 2 4" COND 2-LUM ORANGE SE R1 q 1-9c GND/TR/PT > 0 YELLOW SW 8 1-5C 8 6 J 0 'NA y� GREEN NW 2 PB 8 ® :n ^T 1 -RAD Y Q GND/TR/PT L Q C7 WIRING NOTES: Z (.7 LCONNECT TO EXISTING CONDUIT. O Z W 2.PULL BACK EXISTING FIBER OPTIC CABLE AND ROUTE THROUGH PROPOSED CONDUIT. Q WIRING LEGEND O z Z ® SIGNAL NUMBER N f^ Q POLE NUMBER vI HANDHOLE NUMBER 11• RADAR DETECTION UNIT ® RADAR UNIT NUMBER POLE NOTES: COND CONDUIT - Q1 LOCATION REPRESENTS APPROXIMATE LINEAR DISTANCE FROM POLE MEASURED OUTWARD TO END OF ARM. PWR POWER CABLE (IC •6) ® ORIENTATION OF LUMINAIRE ARM REPRESENTS A CLOCKWISE ANGLE MEASURED FROM THE CENTERLINE OF THE MAST ARM. LUM LUMINAIRE (1c •8) TMC TRAFFIC MONITOR CAMERA CABLE Q POLES SHALL BE DESIGNED AS PER PLAN. PB PEDESTRIAN PUSHBUTTON (2c) ® TRAFFIC SIGNAL HEADS ARE TO BE ALIGNED OVER THE CENTER OF INTERSECTION DEPARTURE LANES. APPROXIMATE LOCATIONS ARE AS SHOWN IN THE TRAFFIC RAD RADAR CABLE(S) SIGNAL POLE DATA TABLE. CONTRACTOR SHALL FIELD VERIFY SIGNAL HEAD LOCATIONS. GND GROUND WIRE (tc •6) Q TOP OF FOOTING TO BE FORMED SQUARE AND FLUSH WITH PROPOSED SIDEWALK. TR TRACER WIRE f1c •10) PT PULL TAPE Protect No: 1151079 FO FIBER OPTIC 12MM / 12SM (EX) EXISTING Sheet N.9 DETECTOR SUMMARY DETECTOR DETECTION (DISTANCE FROM PHASE PHASE COMMENTS NUMBER ZONE CALLED EXTENDED R7 81 0' - 40' 6 6 R2 21 0'- 40' 2 2 22 0' - 20' 2 2 BICYCLE DET 51 0'- 40' S 5/2 R3 41 0' - 40' 4 4 R4 11 0' - 40' 1 1/6 61 0' - 60' 6 6 62 0'- 20' 6 6 BICYCLE DET INSULATION STRIPE SIGNAL COLOR COLOR INDICATION GREEN ---- GREEN BALL BLACK ---- YELLOW BALL RED ---- RED BALL WHITE ---- COMMON ORANGE DON'T WALK - SIDE ST OPEN -- COMMON ORANGE ---- PUSHBUTTON -MAIN ST BLACK BLACK PUSHBUTTON -SIDE ST WHITE BLACK PUSHBUTTON -COMMON BLUE TOTAL SPARE SPREAD MOUNTING ORIENTATION DIA DEPTH NO. TYPE PEDESTAL QUANTITY HEIGHT (ft.) DTY. ON ARM (ft.) DTY. N PRM lll. (ft.) HEIGHT (fl. (degrees) TYPE (ft.) (ft.) 1 COMBINATION 26 1 26 1 1B 15 30 350 3 12 � 1 2 A,2B 2 PEO PUSHBUTTON 4A,4B 4 SIGNAL PEO PUSHBUTTON 6A,6B 6 72 PEO PUSHBUTTON BA,BB 6 COMBINATION 8 1 26 1 14 PED PUSHBUTTON 350 3 12 (9 1 SIGNAL/LIGHTING y COMBINATION SIGNAL/LIGHTING q2 2 42,32 4 42,39,22,13 15 30 350 3 14 (9 1 2,4,5 8 10 PEDESTAL 5 2 4 m 6 INSULATION STRIPE SIGNAL COLOR COLOR INDICATION GREEN ---- GREEN BALL BLACK ---- YELLOW BALL RED ---- RED BALL WHITE ---- COMMON ORANGE DON'T WALK - SIDE ST OPEN INSULATION COLOR STRIPE COLOR SIGNAL INDICATION GREEN ---- WALK -MAIN ST RED ---- DON'T WALK - MAIN ST GREEN BLACK WALK - SIDE Si RED BLACK DON'T WALK - SIDE ST WHITE -- COMMON ORANGE ---- PUSHBUTTON -MAIN ST BLACK BLACK PUSHBUTTON -SIDE ST WHITE BLACK PUSHBUTTON -COMMON BLUE TOTAL SPARE INSULATION COLOR STRIPE COLOR SIGNAL INDICATION GREEN ---- C --GILT 4 SEC) BLACK ---- E-Y(LT 4 SEC) REO ---- <--R47 4 SECT BLUE mLUMINAIRE ARM OPEN ORANGE ---- <--FY(LT 4 SEC) WHITE ---- COMMON WHITE BLACK COMMON TRAFFIC SIGNAL POLE DATA MAST PRM TRAFFIC SIGNAL mTRAFFIC SIGNS mLUMINAIRE ARM FOOTINGS POLE POLE LENGTH/ m HEADS MISCELLANEOUS TOTAL LOCATION LOCATION SPREAD MOUNTING ORIENTATION DIA DEPTH NO. TYPE PEDESTAL QUANTITY HEIGHT (ft.) DTY. ON ARM (ft.) DTY. N PRM lll. (ft.) HEIGHT (fl. (degrees) TYPE (ft.) (ft.) 1 COMBINATION 26 1 26 1 1B 15 30 350 3 12 � 1 SIGNAL/LIGHTING 3 SIGNAL 35 2 35,25 4 35,31,76,8 3 72 � 1 6 COMBINATION 24 1 26 1 14 75 30 350 3 12 (9 1 SIGNAL/LIGHTING y COMBINATION SIGNAL/LIGHTING q2 2 42,32 4 42,39,22,13 15 30 350 3 14 (9 1 2,4,5 8 10 PEDESTAL 5 2 4 m 6 NOTE: ZONE LIMITS ARE FOR DETECTION LIMITS ONLY. ACTUAL DETECTION AREAS FOR EACH ZONE WILL BE DETERMINED IN THE FIELD, 5 -CONDUCTOR SIGNAL WRE COLOR MODE INSULATION STRIPESIGNAL COLOR COLOR INDICATION GREEN DETECTOR SUMMARY BLACK DETECTOR NUMBER DETECTION ZONE (DISTANCE FROM PHASE CALLED PHASE EXTENDED COMMENTS R1 81 0' - 40' 8 8 ---- R2 21 0-- 40' 2 2 BLACK PUSHBUTTON - SIDE ST 22 0'- 20' 2 2 BICYCLE DET SPARE 51 0' - 40' 5 5/2 LOCATION SPR MOUNTING QTY. R3 41 0'- 40' 4 4 R4 11 0' - 40' 1 1/6 (ft.) (ft.) 61 0' - 40' 6 6 26 1 26 62 0'- 20' 6 6 BICYCLE DET 2A,2B 2 SIGNAL 2 2 35,22 PED PUSHBUTTON 4A,4B 3 12 4 1 PED PUSHBUTTON 6A.6B 24 1 24 6 350 PED PUSHBUTTON 8A8B m 1 8 SIGNAL/LIGHTING PED PUSHBUTTON 4 COMBINATION SIGNAL/LIGHTING 42 2 42,30 4 42,39,22,13 15 30 350 3 14 0 1 EI I NOTE: ZONE LIMITS ARE FOR DETECTION LIMITS ONLY. ACTUAL DETECTION AREAS FOR EACH ZONE WILL BE DETERMINED IN THE FIELD, 5 -CONDUCTOR SIGNAL WRE COLOR MODE INSULATION STRIPESIGNAL COLOR COLOR INDICATION GREEN ----GREEN BALL BLACK ---- YELLOW BALL RED ---- RED BALL WHITE ---- COMMON ORANGE ---- OPEN 9 -CONDUCTOR SIGNAL WIRE COLOR MODE INSULATION COLOR STRIPE COLOR SIGNAL INDICATION GREEN ---- WALK - MAIN ST RED ---- DON'T WALK - MAIN ST GREEN BLACK WALK - SIDE ST RED BLACK DON'T WALK - SIDE ST WHITE ---- COMMON ORANGE ---- PUSHBUTTON - MAIN ST BLACK BLACK PUSHBUTTON - SIDE ST WHITE BLACK PUSHBUTTON - COMMON BLUE MISCELLANEOUS SPARE 7 -CONDUCTOR SIGNAL WIRE COLOR MODE INSULATION COLOR STRIPE COLOR SIGNAL INDICATION GREEN NE <--G(LT 4 SEC) BLACK YELLOW <--Y(LT 4 SEC) RED NW <--R(LT 4 SEC) BLUE --- OPEN ORANGE FOOTINGS <--FY(LT 4 SEC) WHITE GND/TR COMMON WHITE BLACK COMMON CABLE DESIGNATION 1 TAPE = LEFT TURN SIGNALS 2 TAPE THRU SIGNALS 3 TAPE = RIGHT TURN SIGNALS TAPE COLOR INTERSECTION CORNER BLUE NE ORANGE SE YELLOW SW GREEN NW TO MEL ROSE AIiE ter.... A COND ( w COND (EX) o = 1 -FO (EX) --1=5c -R o ILEA a GND/OR(/EX AM 8 28 7A 4 1 a® I 1�I�l�A 5 NOT1,2 Y . 0 EEP,1 1 C1St ..10'+yA 3' COND 1-9c 4 0 COND (EX) 1-5c 1 -TMC 1\57 (EX) 1 -RAD 0 2-LUM y OND/TR/PT TO BE/VT WALDEN 3' COND 1-9c 1-7c 1-5c 1 -RAD R/PT POLE NOTES: Q LOCATION REPRESENTS APPROXIMATE LINEAR DIANCE FROM POLE MEASURED OUTWARD TO END OF ARM. Q ORIENTATION OF LUMINNRE PRM REPRESENTS A CLOCKWISE ANGLE MEASURED FROM THE CENTERLINE OF THE MAST ARM. 03 POLES SHALL BE DESIGNED AS PER PLAN. ® TRAFFIC SIGNAL HEADS ARE TO BE ALIGNED OVER THE CENTER OF INTERSECTION DEPARTURE LANES. APPROXIMATE LOCATIONS ARE AS SHOWN IN THE TRAFFIC SIGNAL POLE DATA TABLE. CONTRACTOR SHALL FIELD VERIFY SIGNAL HEAD LOCATIONS. 05 TOP OF FOOTING TO BE FORMED SQUARE AND FLUSH WITH PROPOSED SIDEWALK. 3' COND 1-9c 1-5c 1 -TMC 1 -RAD 2-LUM NOTE 1 2 -FO (EX) GND/TR/PT WIRING LEGEND m 3" COND TRAFFIC SIGNAL POLE A of 1-7c 11. RADAR D CTION UNIT 1-5c RADAR UNIT MBER MAST ARM TRAFFIC SIGNAL O HEADS TRAFFIC SIGNS (2 MINNRE ARM FOOTINGS LUMINAIRE (1c R8) 0 GND/TR POLE POLE LENGTH/ RADAR CABLE(S) GND GROUND WIRE Oc R6) TR TRACER WIRE (1c R10) MISCELLANEOUS TOTAL NO. TYPE PEDESTAL LOCATION OTY. LOCATION SPR MOUNTING QTY. ORIENTATION DIA TYPE DEPTH QUANTITY HEIGHT (ft.) ON ARM (ft.) N ARM (fl. J IGHT (ft.) (de rees) (ft.) (ft.) 1 COMBINATION SIGNAL/LIGHTING 26 1 26 1 18 15 30 350 3 12 0 1 2 SIGNAL 35 2 35,22 4 35,31 ,e 3 12 m 1 3 COMBINATION 24 1 24 1 14 15 30 350 3 12 m 1 SIGNAL/LIGHTING 4 COMBINATION SIGNAL/LIGHTING 42 2 42,30 4 42,39,22,13 15 30 350 3 14 0 1 EI I POLE NOTES: Q LOCATION REPRESENTS APPROXIMATE LINEAR DIANCE FROM POLE MEASURED OUTWARD TO END OF ARM. Q ORIENTATION OF LUMINNRE PRM REPRESENTS A CLOCKWISE ANGLE MEASURED FROM THE CENTERLINE OF THE MAST ARM. 03 POLES SHALL BE DESIGNED AS PER PLAN. ® TRAFFIC SIGNAL HEADS ARE TO BE ALIGNED OVER THE CENTER OF INTERSECTION DEPARTURE LANES. APPROXIMATE LOCATIONS ARE AS SHOWN IN THE TRAFFIC SIGNAL POLE DATA TABLE. CONTRACTOR SHALL FIELD VERIFY SIGNAL HEAD LOCATIONS. 05 TOP OF FOOTING TO BE FORMED SQUARE AND FLUSH WITH PROPOSED SIDEWALK. 3' COND 1-9c 1-5c 1 -TMC 1 -RAD 2-LUM NOTE 1 2 -FO (EX) GND/TR/PT CAMERON WAY 4'' COND 1-9C 1-7c 1-5c 1 -RAD 2-LUM GND/TR/PT COND (EX) 2-PWR 2' COND 2-PWR t -/c 3-5c 3 -RAD 2-LUM GND/TR/PT 4" COND 2-9c 1-7c 2-5c 2 -RAD 2-LUM GND/TR/PT 5� '-- 3" COND T- 1-9C 1-5c 1 -RAD 2 P. B. 2-LUM 6A 8 GND/TR/PT WIRING NOTES: I.CONNECT TO EXISTING CONDUIT. 2. PULL BACK EXISTING FIBER OPTIC CABLE AND ROUTE THROUGH PROPOSED CONDUIT, WIRING LEGEND m 3" COND x 1-9c of 1-7c 11. RADAR D CTION UNIT 1-5c RADAR UNIT MBER CONO CONDUIT PWR 2 2-LUM LUMINAIRE (1c R8) 0 GND/TR lE PEDESTRIAN PUSHBUTTON c) RAD CAMERON WAY 4'' COND 1-9C 1-7c 1-5c 1 -RAD 2-LUM GND/TR/PT COND (EX) 2-PWR 2' COND 2-PWR t -/c 3-5c 3 -RAD 2-LUM GND/TR/PT 4" COND 2-9c 1-7c 2-5c 2 -RAD 2-LUM GND/TR/PT 5� '-- 3" COND T- 1-9C 1-5c 1 -RAD 2 P. B. 2-LUM 6A 8 GND/TR/PT WIRING NOTES: I.CONNECT TO EXISTING CONDUIT. 2. PULL BACK EXISTING FIBER OPTIC CABLE AND ROUTE THROUGH PROPOSED CONDUIT, I Pv 3 0 U 3 0 z N z° a Baa Le dI Le �< Oa za 0� Op— mpa �wM �Ub U Z W a U 0 Cn Cn Q W U) Project No. 1151079 Sheet NA WIRING LEGEND ® ' IAL NUMBER ( POL NUMBER ❑z HPNDH E NUMBER 11. RADAR D CTION UNIT nx RADAR UNIT MBER CONO CONDUIT PWR POWER CABLE (IC ) LUM LUMINAIRE (1c R8) TMC TRAFFIC MONITOR CAME CABLE PB PEDESTRIAN PUSHBUTTON c) RAD RADAR CABLE(S) GND GROUND WIRE Oc R6) TR TRACER WIRE (1c R10) PT PULL TAPE F0 FIBER OPTIC 12MM / 12SM (EX) EXISTING I Pv 3 0 U 3 0 z N z° a Baa Le dI Le �< Oa za 0� Op— mpa �wM �Ub U Z W a U 0 Cn Cn Q W U) Project No. 1151079 Sheet NA MIN - Ellie Fo mman mmma Mmhqhm mmma anon mono OEM mommINEENIMENSINEEME ziRMBOUND10Lu Lu.. O�� �� _. • ^_ rr Y� CLu O 4 • r r r r • ��- 1 r r r • r • moo©o■ooP©e©©©©�©©©©Poo■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ _ �0000■oiPOP00000■■oiioo■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ®v©oo■©©©©eooPOP©©©©moo■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ,._, ®0000■000000PPOPo■ioP■o■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ SOUTHBOUND MAXIMUMII 11 YELLOW CHANCE 3.3 4.2 3.7 3.3 4.2 3.7 RED CLEARANCE 1.2 1.2 2.1 1.2 1.2 2.1 WALK 7 7 7 7 PEDESTRIAN CLENtAVCE 10 15 10 15 LEADING PED INTERVAL MORMON ASE FLOW DIAGRAM PHASE 0 1+5 01+6 0 2+fi 0 4+8 5 6 7 8 YNY.AI GREEN 0 2+5 15 5 5 15 5 i � �0000.0000000000000000�.....■■■■■■■■■■■■■■■■■,.■■■■■■■.�■ �mmmm■mmmmmmmmmmmmmmm©�■■■■■■■■■■■■■■■■■■■■i■■■■■■■■■■■ �0000■0000000000000000P■■■■■■■■■■■■■■i■■■■■■■■■■■■■■■■■■■ �mmmm■mmmmmmmmmmmmmmm©�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ASE FLOW DIAGRAM PHASE 0 1+5 01+6 0 2+fi 0 4+8 5 6 7 8 YNY.AI GREEN 0 2+5 15 INITIAL RECOMMENDED TIIANG (SECONDS) CONTROLLER DATA PRISES USED 6 PHASE 1 2 3 4 5 6 7 8 YNY.AI GREEN 5 15 5 5 15 5 MINIMUM OTY. OF BACKPANEI POSITIONS 12 FLASHING OPERATION MORMON TREK BLVD RED EXPANSIBLE T0: RED PEDESTRIAN DARK FLASHING OPERATION MORMON TREK BLVD RED CAMERON WAY/WALDEN SO RED PEDESTRIAN DARK ■� \Illll�a Dere Tie Ben Mex. MIW Ade Le^99' WO ■��11111�1 Count Size Length Count =■'IJ'1il\I Lower Specirg #Spaces 8o #Bpecea S 35'-0' 3'-0' 12-0' 12 8 11'9' 19 9 m N/A WA e 3'-0' ta'-0' 12 8 13'9' 19 11 1Y /II'1,II� WA 12 s 8 12 8 15'9' 25 4 8" 5 1Y 60'-0' 3'-0' 18'-0' G y Z 28 15 8" 5 fY TO' -0' 3'9' 18'-0' 12 f0 iT9' 28 15 8' 5 1* Old. Ground Wire Dud 80'-0' 3'9' 21'-0' 14 f0 20'9' 10 22 8' 10 8' O a Expansion Material 18 10 1O Shape top 11 inches with (ones: D 24 B' 10 8' 100'-0' 4'-0" LL "a= Tit 2 Finished Pavement 3" Clearance 4T Install rodent guard O 9 or nan- shrink - B' rn sc m Grade grout with weep hole. 1— X m G en xIs - 6Spaces a al4'O.C. = e£ Rod {[� A N Y Chmanp led r,O'. tPIA U11 i rGmund Upper Tie Bar ag Spacing@ 7 & € a Q3 Z Pon Ground Rod Red 6 \r Bars V. Bads Lower Tie arGround O 3 Q E HIRE Spacing 3 'D fl '66 N m W 3 or 3" Clearance > mmn y i Z O mom$ V omo w RUN 3' Clearance #5 Ties (TYp ) M Bas Z J �, V ,off M Z O 1 MAST ARM POLE FOOTING N.1 NO SCALE W co W a_ o � > o J Cn m BARE COPPER GROUND—,_.,Y Q WIRE FROM INTERNALEXPANSIVE WIRE GROUNDING NUTTO STALLED GROUT TO F INSTALLED FOR GA➢S OF 1'• 111 W ON GROUND ROD OR GREATER. CREATE WEEP HOLE. Yi Q ANCHOR BOLTS (A5 SPECIFIED Old BY MFR. OF CABINET) J CONDUIT AS SHOWN ON PLANS Z I'I III T2" CMINET FOOTING TO BE ALUMINUM RISER WITH SAME DIMENSIONS AS 4• ABOVE GROUND OR ETER Z Li 5 CONTROLLER CABINET ADJACENT SIDEWALK TOP f0'• OF BASE TO �I \�`_ - b N W E POWER ACCESS TO METER m IN. B�FI�EDLUSH WHEN ADJACENT TO II O H SIGNAL O SIDEWALK OR PAVEMENT CONTROLIER (� Q J R yyCONCRETE GROUND ROD CLAMP 1 2" RIGID70 EEL LLI IIANSION y 2��"DI� r GALVANIZEDSTEEL — =JJ I $ LL____— I -- ERIAL CONDUIT CONNECT TO EXISTING POWER SOURCE a/ GROUND ROD �! X B _ CABI ROO 3" TO 6" GROUND ROD 5/8 % B'-0" 8 CABINET WIpTH �B'• BELOW GROUND LEVEL. ATTACH GROUND WIRE TO GROUND USING CADWELD 0 x 2 CONTROLLER CABINET FOOTING a PEDESTAL POLE FOOTING a SECONDARY SERVICE 8 N.11 NOT TO SCALE N.11 NOTTO SCALENOTTOSCALE F Pri Na: 1151079 Sheet K11 n �E ■� \Illll�a Dere Tie Ben Mex. MIW Ade Le^99' WO ■��11111�1 Count Size Length Count =■'IJ'1il\I Lower Specirg #Spaces 5 #Bpecea S 35'-0' 3'-0' 12-0' 12 8 11'9' 19 9 12' N/A WA a5-0' 3'-0' ta'-0' 12 8 13'9' 19 11 1Y /II'1,II� WA %'-0' 3'-0' II'11'I 12 8 15'9' 25 4 8" 5 Fcundalion Dere Tie Ben Mex. MIW Ade Le^99' WO © Count Size Length Count Upper Spacing Lower Specirg #Spaces 5 #Bpecea S 35'-0' 3'-0' 12-0' 12 8 11'9' 19 9 12' N/A WA a5-0' 3'-0' ta'-0' 12 8 13'9' 19 11 1Y N/A WA %'-0' 3'-0' 18'-0' 12 8 15'9' 25 4 8" 5 1Y 60'-0' 3'-0' 18'-0' 13 8 1T9' 28 15 8" 5 fY TO' -0' 3'9' 18'-0' 12 f0 iT9' 28 15 8' 5 1Y 80'-0' 3'9' 21'-0' 14 f0 20'9' 10 22 8' 10 8' 90'-0' 4'-0" 2Y-0' 18 10 21'9' 42 24 B' 10 8' 100'-0' 4'-0" 24'-0' 18 10 23'9' 4T 32 B" T B' GENERAL NOTES: 1. STREET LIGHTING SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE IOWA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION, SERIES 2017, EXCEPT AS MODIFIED BY THESE PLANS. 2. PLM QUANTITIES ARE FOR ESTIMATING PURPOSES ONLY AND THESE WILL NOT BE PND FOR SEPARATELY. PAYMENT FOR LIGHTING WILL BE MADE AT THE LUMP SUM CONTRACT PRICE. 3. INSTALL TWO 1 -CONDUCTOR •10 AWG CABLES FROM THE LUMINAIRE TO THE POLE BASE,``LLr—�•.. ..e 4. UTILIZE THE IOWA DEPARTMENT OF TRANSPORTATION STANDARD ROAD PLAN LI -201 LIGHT POLE FOUNDATIONS, TYPE A, FOR NREEl POLES. LqH ITiG REMOVE TING STREET LIGHT POLES FIXTURES AS FIED IN NG AL 5 FOUNDATIONS CABLE AND SITE RESTORATION DWITH SIMILAR MATERIIALS.ABANDONICONDUITTANDEIN PLACEINCLUDES POLE.fIP v MAY 29 Ari 6. LIGHTING CIRCUITS SHALL BE 208 VOLT SINGLE PHASE PROPOSED LIGHTING TO PROVIDE 3 SEPARATE CIRCUITS. MODIFY �Ijj EXISTING LIGHTING CONTROLLER CABINET AS NEEDED CITY CLERK CITY, ESTIMATE OF LIGHTING QUANTITIES 4 -----rt PROPOSED STREET LIGHT POLE ITEM DESCRIPTION UNITS TOTAL WIRE AND CABLE LUMINAIRE CABLE - IC •4 AWG LUMINAIRE CABLE - tc •10 AWG GROUND WIRE - tc •6 BARE TRACER WIRE - 1c h0 LIN FT LIN FT LIN FT LIN FT 14060 3200 4310 4310 C0NMT 2" PVC, TRENCHED/BORED LIN FT 4220 HNOHaES TYPE IIHANDHOLE EACH 1 CONCRETE FOOTING LIGHT POLE FOOTING LI -201 TYPE A EACH 16 POLES SINGLE ARM LIGHT POLE - 35'MOUNTING HEIGHT WITH 12'ARM EACH 2 TWIN ARM LIGHT POLE - 35' MOUNTING HEIGHT WITH B' ARM EACH 14 Cl PHILIPS ROADSTAR SERIES, GPLM-64L1050NW-G2-4 EACH 2 z PHILIPS ROADSTAR SERIES, GPLM-64L1050NW-G2-R3M EACH 36 LIAfIME CONNECTOR - Y-1, FUSED EACH 30 CONNECTOR - L-1, FUSED EACH 2 0 LIGHT POLE AND FOOTING REMOVAL EACH 27 INSC. W w p zZ ?- GENERAL NOTES: 1. STREET LIGHTING SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE IOWA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION, SERIES 2017, EXCEPT AS MODIFIED BY THESE PLANS. 2. PLM QUANTITIES ARE FOR ESTIMATING PURPOSES ONLY AND THESE WILL NOT BE PND FOR SEPARATELY. PAYMENT FOR LIGHTING WILL BE MADE AT THE LUMP SUM CONTRACT PRICE. 3. INSTALL TWO 1 -CONDUCTOR •10 AWG CABLES FROM THE LUMINAIRE TO THE POLE BASE,``LLr—�•.. ..e 4. UTILIZE THE IOWA DEPARTMENT OF TRANSPORTATION STANDARD ROAD PLAN LI -201 LIGHT POLE FOUNDATIONS, TYPE A, FOR NREEl POLES. LqH ITiG REMOVE TING STREET LIGHT POLES FIXTURES AS FIED IN NG AL 5 FOUNDATIONS CABLE AND SITE RESTORATION DWITH SIMILAR MATERIIALS.ABANDONICONDUITTANDEIN PLACEINCLUDES POLE.fIP v MAY 29 Ari 6. LIGHTING CIRCUITS SHALL BE 208 VOLT SINGLE PHASE PROPOSED LIGHTING TO PROVIDE 3 SEPARATE CIRCUITS. MODIFY �Ijj EXISTING LIGHTING CONTROLLER CABINET AS NEEDED CITY CLERK CITY, N z LIGHTING LEGEND 4 -----rt PROPOSED STREET LIGHT POLE .. EXISTING STREET LIGHT POLE 0 PROPOSED HMOHOLE Z EXISTING HANDHOLE ® EXISTING CONTROL CABINET -e—e—e— EXISTING CONDUIT — — PROPOSED CONDUIT 0 SECONOMY SERVICE POINT COND CONDUIT LUM LUMINAIRE (1c e8) GND GROUND WIRE (1c e8) TR TRACER WIRE (tc •10) (Ex) EXISTING N z 6 SNYDER &ASSOCIATES Pmje No 1151079 �I Sheet N.12 U Z z — O - Fn N w w F_ > Q z — O v v Cl Lu cl) z cn a a J M 06 0 a W w p zZ ?- aF- J = fi v 'Z^ 6 SNYDER &ASSOCIATES Pmje No 1151079 �I Sheet N.12 sa GENERAL NOTES: 1. STREET LIGHTING SHALL BE CONSTRUCTED IN ACCORDANCE WITH ,JT�NiE IOWA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION. 2017�„F)ff, 2T--AS'LTODIFIED BY THESE PLANS. _ _m 2. PLAN QUANTITIES ARE FOR ESTIMATING PURPOSES ONLY AND TH� WILL NOT BE PAID FOR SEPARATELY. PAYMENT FOR LIGHTING WILL BE % m MADE AT THE LUMP SUM CONTRACT PRICE. //////������''''' 2'e 3. INSTALL TWO 1-CONDUCTOR •10 AWG CABLES F `IU�IpW TO THE POLE BASE. c� n :m 4. UTILIZE THE IOWA DEPARTMENT OF TRANSPORTA ION STANDARD ROAD RR PLANLI-201LIGHT POLE FOUNDATIONS, TYPE A, FOR STREET LIGHTING p 5. REMOVE EXISTING STREET LIGHT POLES AN jj{{T{� �j l yENWEAN iIGHTING SHEETS. REMOVAL INCLUDES POLE, FIXTURE(S), FOUNDATION, CABLE P)JD SITE RESTORATIONIe b1NIL•AR AATTATERIAL(S�.�{[(ABANDON CONDUIT AND IN PLACE. 7 g N €p LIGHTING CIRCUITS SHALL BE 208 VOLT SINGLE PHR06EEpWN51NG TO PROVIDE 3 SEPARATE CIRCUITS. MODIFY EXISTING 6 8; sa LIGHTING CONTROLLER CABINET AS NEEDED \\11(^�,t t1 ltY++L�.j 1 1(� '�11ti Fi CIT Ir u Q 3 E }O g F Sa- d—EACH— U Ndy a w� 3 �< o 3p moi �wm �Um V Z Z O cnW W Z O v U O W u) Z u) Q Q J Z LIGHTING LEGEND O d W PROPOSED STREET LIGHT POLE Z Z O� ISTING STREET LIGHT POLE Q=nn 0 PROP D HANDHOLE J V Z 0 EXISTING HOLE J ® EXISTING CONTROL INET - �--•-�- EXISTING CONDUIT PROPOSED CONDUIT - 0 SECONDARY SERVICE POINT °"° G°"°DIT SNYDER LUM LUMINAIRE (1c 08) $ASSOCIATES GNO GROUND WIRE (Ic W) TR TRACER WIRE (1c •10) p�olecl No: 1151079 (Ex) EXISTING Sheet N.12 €s ESTIMATE OF LIGHTING QUANTITIES ITEM DESCRIPTION UNITS TOTAL WIRE LUMINAIRE CABLE - 1c +4 AWG LIN FT 8610 AND LUMINAIRE CABLE - 1c =10 AWG LIN FT 3200 CABLE GROUND WIRE - 1c •6 BARE LIN FT 4310 TRACER WIRE - lc =10 LIN FT 4310 CONDUIT 2" PVC, TRENCHED/BORED LIN FT 4220 HANDHDLES TYPE IIHANDHOLE EACH 1 CONCRETE LIGHT POLE FOOTING LI-201 TYPE A EACH i6 FOOTING SINGLE ARM LIGHT POLE - 35' MOUNTING HEIGHT WITH 12' PRM EACH 2 POLES TWIN ARM LIGHT POLE - 35' MOUNTING HEIGHT WITH 8' ARM EACH 14 PHILIPS ROADSTAR SERIES, GPLM-64L1060NW-G2-4 ACH 2 PHILIPS ROADSTAR SERIES, GPLM-64L1080NW-G2-R3M E 36 LUMINAIRE CONNECTOR - Y-1, FUSED EACH 30 CONNECTOR - L-1, FUSED EACH LIGHT POLE AND FOOTING REMOVAL EACH 27 MISC. M REPLACE EXISTING FIXTURE ON SIGNAL POLE w Z WITH TYPE IIIDISTRIBUTION FIXTURE REMOVE STREET LIGHT,POLE •, 7 AND FOOTING.-. r.o- .: POLE 1 - ,`'j� I1 A ® 6r D s a°zi Y GOND TEXT CIRCUIT A LIGHT TY E IN SINGLE M POLE FEET n 5 f 2-ic •4(EX) 2" GOND 2-1c •4 u�� N:609707.49 �11 $ CIRCUIT A d' o m REPLACE EXISTING FIXTURE ON SIGNAL CND/TR E!21666g5. 11 py 2" GOND REMOVE STREET LIGHT POLE CIRCUIT A & B ^ POLE WITH TYPE III DISTRIBUTION FIXTURE 9o,U AND FOOTING n lL. Cpa( 2-1c •4 2" GOND = Ll\{� -1c --__j — CND/TR q sq 1��111� —� � -- ¢ CND/TR o z m CONNECT CONDUIT TO EXISTING HANDHOLE AND CONNECT LIGHTING CIRCUIT - .` .0 TO EXISTING SIGNAL LIGHTING CIRCUIT - 3 Jt is g MORMON TREK BLVD p Nya za� 'o REMOVE STREET LIGHT POLE POLE 2 - CIRCUIT B w $ o tl REPLACE EXISTING FIXTURE ON SIGNAL ii � AND FOOTING LIGHT TYPE III DISTRIBUTION POLE WITH TYPE IIIDISTRIBUTION FIXTURE ii I TWIN ARM POLE Q REPLACE EXISTING FIXTURE ON SIGNAL POLE N:609929.66 ` WITH TYPE IIIDISTRIBUTION FIXTURE E2166710.45 — REMOVE STREET LIGHT POLE Z AND FOOTING Z N 'O v/ POLE 4 ,CIRCUIT B W LIGHT TYPE IV Z L� POLE 3 - CIRCUIT A SINGLE ARM POLE N�610410.61 W / Q LIGHT TYPE III E2166652.96 D Z TWIN ARM POLE N:610195.94 CIRCUIT A & B O E2166707.36 GOND FEET U O 4- 4-0c •4 GND/TR REMOVE STREET LIGHT POLE W U) REMOVE STREET LIGHT POLE AND FOOTING REMOVE STREET LIGHT POLE MID FOOTING Z AND FOOTING ----J ----------- —------------ LU � Z Z = Z -j N J 6 REMOVE STREET LIGHT POLE REMOVE STREET LIGHT POLE AND FOOTING AND FOOTING POLE 6 - CIRCUIT B POLE 5 -CIRCUIT A LIGHT TYPE III LIGHT TYPE III TWIN ARM POLE iN1610955.17 TWIN ARM POLE S N Y D E R N:610663.59 E2166698.97 &ASSOCIATES e E2166703.96 PmjeG No: 1151079 i Sheet N.13 � AND FOOTING 17 $ 3 E Z �-6�>— Air: _________ ), !$$ POLE 9 -CIRCUIT A - POLE 8 - CIRCUIT 8 d6 POLE 7 - CIRCUIT A a1 POLE 6 - CIRCUIT B REMOVE STREET LIGHT POLE LIGHT TYPE III 2i t AND FOOTING TWIN ARM POLE 0 30 LIGHT TYPE III L—� hP l/1 m Q TWIN ARM POLE I L E D REMOVE TREE N:611784.89 N:610955.17 N:611522.02 D6tGD1T A 6 8 REMOVE STREET LIGHT POLE FEET N:611250.83 2 v 0 0 E:2166698.97 E:2166695.15 2" COND AND FOOTING E:2166698.15 o m y y. p REMOVE STREET LIGHT POLE CIRCUIT A & B 4-1c •4 2018MAY 15 All U 0 0 AND FOOTING AND FOOTING REMOVE STREET LIGHT POLE CND/TR AND FOOTING 2" COND 8 a 4 -lc •4 Z m ; z GND/TR EXISTING CONTROLLER CABINET CIRCUIT A, B. CU) COND (EX) A, B. C z° 0 CITY, I VIA AND FOOTING a $ eLi '_______________ _________ 8 POLE 9 -CIRCUIT A d6 POLE 7 - CIRCUIT A LIGHT TYPE III LIGHT TYPE III i.i hP Q W N q N:611784.89 W Q m N:611250.83 2 v E:2166698.15 REMOVE STREET LIGHT POLE REMOVE STREET LIGHT POLE U 0 0 AND FOOTING AND FOOTING REMOVE STREET LIGHT POLE a AND FOOTING $ POLE 9 -CIRCUIT A d6 POLE 7 - CIRCUIT A LIGHT TYPE III LIGHT TYPE III TWIN ARM POLE TWIN ARM POLE N:611784.89 N:611250.83 E:2166709.19 E:2166698.15 U Z Z O EXISTING CONTROLLER CABINET CIRCUIT A, B. CU) COND (EX) A, B. C i/ tN W CIRCUIT REMOVE STREET LIGHT POLE 0 30 {L 2-1c •6(EX) COND (EX) 6 -lc -4 AND FOOTING u W REPLACE EXISTING FIXTURE ON SIGNAL 2-1c -6(EX) I� POLE WITH TYPE IIIDISTRIBUTION FIXTURE GND(EX) FEET MOVE STREET LIGHT POLE > Q GND(E D F 1 z — REPLACE EXISTING FIXTURE ON SIGNAL CIRCUIT C O POLE WITH TYPE III DISTRIBUTION FIXTURE _2" GOND _ 2-1c .4 U O L GND/TR POLE 9 - CIRCUIT A NG HANDHOLE i W LIGHT TYPE III '.?_--------- Z v/ TWIN ARM POLE CIRCUIT A & B _____�__ E:2166709.19 2" COND 4-1c e4 GND/TR 2" COND (EX) 2-1c i6(EX) GND(EX O Q N INSTALL TYPE 11 i� HANDHOLE INTERCEPT ��� F— d LU EXISTING CONDUIT \ W 0 POLE 10 -CIRCUIT C Z Z LIGHT TYPE III REMOVE STREET LIGHT POLE >. / TWIN ARM POLE AND FOOTING Q Z EXISTING HANDHOLE N:612235.41 ,J E:2167039.24 J cn 8 / REPLACE EXISTING FIXTURE ON SIGNAL 9 � � POLE WITH TYPE III DISTRIBUTION FI%TUR POLE 11 - CIRCUIT C S N Y D E R 's LIGHT TYPE III &ASSOCIATES REMOVE STREET LIGHT POLE TWIN ARM POLE AND FOOTING REPLACE EXISTING FIXTURE ON SIGNAL N:612334.61 Project No: 1151079 5 i POLE WITH TYPE IIIDISTRIBUTION FIXTURE E:2167263.19 % / Sheet N.14 1s 'C 'I REMOVE STREET LIGHT POLE J AND FOOTING POLE 12 - CIRCUIT C LIGHT TYPE III TWIN ARM POLE \ N:612428.32 E:2167500.41 \ \ — — — — — — — REMOVE STREET LIGHT POLE AND FOOTING REMOVE STREET LIGHT POLE AND FOOTING CIRCUIT C 2" COND 2-1c -4 GND/TR — —_�-------—— — — — — — — POLE 15 - CIRCUIT C LIGHT TYPE III TWIN ARM POLE N:612971.55 E:217903.23 CIRCUIT C 2" COND 2-1c M GND/TR REMOVE STREET LIGHT AND FOOTING REMOVE STREET LIGHT POLE AND FOOTING POLE 16 - CIRCUIT C LIGHT TYPE III TWIN ARM POLE N:613174.47 E:2168000.42 — REMOVE STREET LIGHT POLE AND FOOTING REMOVE STREET LIGHT POLE AND FOOTING POLE 14 - CIRCUIT C LIGHT TYPE III TWIN ARM POLE N:612768.30 E:2167804.23 REMOVE STREET LIGHT POLE AND FOOTING / / REMOVE STREET LIGHT POLE AND FOOTING POLE 13 - CIRCUIT C LIGHT TYPE III TWIN ORM POLE N:612563.69 E:2167678.89 1 I I l I 1 1 , 1 , 1 , 1 , I , 1 , 1 , 1 , 1 , 1 , 1 , I , 1 , 1 , 1 , 1 , I , \ / 1N8 15 Ag IOWA 0 w F� � e z L Y� 0 o a h i r u 3 O g v Zo 3 lu way O mNyP ZLL� I 0� mpy U U Z Z — O V/ cn Lu ` W / Q Z U O O W cf) Q Q J M 06 O a W W ( p Z ? 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RSNw. 05/14/ SMILING CEDR=,I52oSNYDER & ASSOCIATES, INC., SAa A;es 079 om 0' 10I SCAM 65 FLEX PROP RTI S LLC 1511 MCKINI FV PL E2(D) ---------- MORMON Point Station lOffsetISidel 1 63+78.25 38.77 LT 2 63+2823 34.92 LT 3 63+59.71 61.06 LT 4 63+63.51 6114 LT 5 63+34.70 22.89 LT 6 63+36.50 10.90 LT 7 63+56.44 10.93 LT 8 63+56.31 20.89 LT 9 63+70.50 20.99 LT 10 63+70.53 34.53 LT 11 163+80991 31 34.45 LT 12 63+80.27 48.89 LT 13 63+89.12 48.80 LT 14 63+77.45 76.55 LT 15 63+87.97 76.29 LT 4 Q1 (L / / --1 26 \ O I�1 S � 21 22 J K � IN -AC/ E1(C) ------- E2(DT- v LEGEND 474: S _ - Point 76 Full -Depth Patch ` +3. 6.48 Station Offset Side 23 41 63+45.11 28.16 RT LT 2464+ ''r4 .02114 R / W 42 63+097 35.80 RT - - - R /W IF 6 64+04.16 90.78 43 63+78.57 74.63 RT _ _ - __ - I 42 .P 28lit 41 63+82.30 74.16 RT - - - - t _ _ _ r 5 45 63+36.76 22.71 RT R u s Rote- ♦� LT 31 46 62+77.12 0.16 RT LT 3 64+20.35 10.96 47 63+36.93 0.09 RT 64+90.58 10.83 "' 34 164+91.00122.411 z° LT 1 48 61 0.10 RT 49 63+80.94 11.29 RT Q 1 50 6.3+90.36 10.99 RT 1 O o 51 63+99.42 11.13 RT 25 1Z7 52 64+08.89 1L27 RT FINI AYSON MICHAFI R FINI AVSON JANIQF K 1 Q w� 9377 CAF DR 1 `L 53 64+20.21 11.09 RT 1 54 64+34.33 11.14 RT 1 I 1 1 58 164+02.62 1 74.341 RT I PointY LEGEND O S Z1 2 76 Full -Depth Patch 22 +3. 6.48 LT 23 64+67.21 3880 LT 2464+ 5 .02114 Ym 64 IF 6 64+04.16 90.78 f 27 28lit N T 29 5 LT 30 64 0933 21.02 LT 31 64+20.29 21.04 LT 32 64+20.35 10.96 LT 33 64+90.58 10.83 LT 34 164+91.00122.411 z° LT Bus Rout e e- zo \ o za Warning UFO m o e �•- pUrn 24in m _.---------- --- OE(C34 _ 53, 51 52 53 54 7 55 I 71 56 /W R1 R/W - 7z % tTl LEGEND ®Removal of Existing Pavements, 71 64+55.94 27.94 RT Driveways, Curb and Gutter ® Full -Depth Patch ® Removalof Existing Sidewalk XClearing and Grubbing Bus Rout e e- zo \ o za Warning UFO m o e �•- pUrn 24in m _.---------- --- OE(C34 _ 53, 51 52 53 54 7 55 I 71 56 /W R1 R/W - 7z % tTl Point Station Offset Side b 71 64+55.94 27.94 RT 72 64+55.76 35.92 RT 74 N 73: I 73 64+20.87 59.72 RT 74 64+24.81 59.23 RT Block Retaining Wall m d u L y Ym � f N be z° 5 Q O o a Q w� 3 mad Bus Rout e e- zo \ o za Warning UFO m o e �•- pUrn 24in m _.---------- --- OE(C34 _ 53, 51 52 53 54 7 55 I 71 56 /W R1 R/W - 7z % tTl Point Station Offset Side 1 71 64+55.94 27.94 RT 72 64+55.76 35.92 RT 74 N 73: I 73 64+20.87 59.72 RT 74 64+24.81 59.23 RT Block Retaining Wall DTTO. MICHAFI P 6 WFI I MAN- SARA P 8, WEI I M N SARA OTTn I 1jQ]$f' C15fCLA�!RRIA Cji 44 591 ¢ I 7 50 I O II y II a I Z Z - O N N LU W z Q O v U O W Cn z C10 Q Q J M 06 OR/' in W W J 0 a0 iJ 2 Z V LIJ I N Project No. 1151079 Sheet R.1 a R/W �� R/W R/W toto u L MED Ym _ MAY 15 AM 29 2010 in in CITY CLERK " MORMON TREK BLVD IDCITY+ICS"'� a 'o s 3 0 0 r U Q yo wu�i 3 Asa �� — -- — — — — — — – Sto. 68+28 pUm 32.2' RT _.._ n R/W R/W FO(CR/W R/� R/W R(W)A R/W R/W , R/W M Sta.66 6 O 2323 LEGEND �InnnFRirnl i FNERGv COMva v Z Z ® RemovalExisting Pavements, Driveways,s, Curb and Gutter O ® Full -Depth Patch �A '/� Cn F� SCPLE (FEET) ® Removal of Existing Sidewalk I.L W R/W ------max RfW���, S/W R/W F �� "-R W �. _... —.�-..m..,..-.m.. Clearing and Grubbing W > � Q Z ^ U ----------------- OE(C) — U O - - -- - - -- -- W u) z U) L/ Q Q J M MORMON TREK BLVD 0 (� W W a p Q> O J w Z LU N — — ---- — — R/W R/W --- R/W R/W R/�W-_ R/W R/W _Ri -� Protect No 1151079 -�minAMFRIrAN FNFqcFCOWV �'� Sheet R2 O 4 /W NOTES — 9 >• Z ORemove and Reinstall Chain Link Fence 0 10 O Remove Chain Link Fence SCAL� R/W MORMON TREK BLVD NEW n N R/W OE(C) - W Point Station Offset Side 1 74+73.32 36.38 RT 2 74+73.32 28.44 RT 3 74+89.23 23.07 RT 4 74+89.23 21.91 RT 5 75+07.31 21.81 RT 6 75+27.45 21.71 RT 7 75+47.06 21.60 RT 8 75+6670 21.49 RT 9 75+86.71 21.38 RT 10 76+05.92 21.28 RT 11 76+26.59 21.17 PT 12 76,46.17 21.06 RT 13 7&M6 30 20.95 RT 14 76+86.42 20.84 RT R/W R/W t za C 3p m � � m OE(C) QV m LEGEND b _ ® Removalof Existing Pavements, and Driveways, Curb Gutter Y ` [-^ Full -Depth Patch 't Ckm® m A r L t Removalof Ezisting Sidewalk „ � X 29 I ' Clearing and Grubbing XI s 2018 MA'( a VI CITY CLEl ', ICS°Ua CITYl10, r m a � w � 70 E Q WAI nFN RInCF I I C 9401 HADY r.1 FN CT 3 O �_ 3a Q W N 3 O psv ymn R/W R/W t za C 3p m � � m OE(C) QV NOTES I ORemove and Reinstall Chain Link Fence ORemove Chain Link Fence A ZE \ i /W R/W { W F(6W n CE(C) h R/W -J -- OE(C), - W 0 3 Point Station Offset e 1 74+73.32 35,39 RT 2 74+73.3 2&44 RT 3 7 .23 73.07 RT 4 4+89.23 2191 RT QM IDIOM I 8' 29 75+07.31 2181 RT 6 75+27.45 23-71 RT 7 75+47.06 2L60 RT 8 75+66.70 2L49 RT 9 75+86.71 2L38 RT 10 76+05.92 21.28 RT 11 76+26.59 21.17 RT 12 76+46.17 21.06 RT 13 76+66.30 20.95 RT 14 76+Bfi.42 20.84 RT MORMON TREK BLVD NN 63- W W ZX > a 10 11♦ � 12 13 14 Z 4 i5 B 7 8 5 V U O -- -- _. 2 \LU W R/W R/, W W / R W R/W R W I fW R/ 10 LF 2LF 0 M �S /H - --------------R/ R/W -� �� �_ D 0 --- 10 ,; 4 LF O2 — _7 LF 2 ___70 _LF— ______ Z Q VV +—_—_____ ______ _____�_1__ �_ __ _________________ ___ ;' 19 12 LF 10 LF 19 17 LU JZ RICE. BRVON A b SINGH BRAJ FSH & KOSTER. SCOTT c —I PITCHER JAMES 91 .IFMA CT O 1 37 JEMA CT 29 JFIVA CT.-. i A / r � � I fj Remove Project No. 1151079 0( Wood Fence 1 Fe e I O I r — Sheet R.3 D FILED ® LEGEND Removal of Existing Pavements, Driveways, Curb and Gutter3 Full -Depth Patch b g Y r y�y m d S2 ® Removal of Existing Sidewalk QM IDIOM I 8' 29 Clearing and Grubbing e ' o k N CITY CLERK m CITY.1 IOWA 7o �w a 9401 WA OFN RIOCF SHADY C GI FN CT 3 O E L) a a w�� 9 3 p`o R/W R/W o — —— � rE� M7CC, — — ` 3� _. __... f r m o — n llll _t' oUm '^ ry _ U Z MORMON TREK BLVD NN 63- W W ZX > a 10 11♦ � 12 13 14 Z 4 i5 B 7 8 5 V U O -- -- _. 2 \LU W R/W R/, W W / R W R/W R W I fW R/ 10 LF 2LF 0 M �S /H - --------------R/ R/W -� �� �_ D 0 --- 10 ,; 4 LF O2 — _7 LF 2 ___70 _LF— ______ Z Q VV +—_—_____ ______ _____�_1__ �_ __ _________________ ___ ;' 19 12 LF 10 LF 19 17 LU JZ RICE. BRVON A b SINGH BRAJ FSH & KOSTER. SCOTT c —I PITCHER JAMES 91 .IFMA CT O 1 37 JEMA CT 29 JFIVA CT.-. i A / r � � I fj Remove Project No. 1151079 0( Wood Fence 1 Fe e I O I r — Sheet R.3 Z o to SCALE (FEET) R/W 1 67 177+81.281 0.37 I LT I INOTES 52 177+38.741 27.15 I 53 77+36.60 34.98 70 54 55 77+44.00 77+44.01 35.03 38.81 WN nFN RIDD�I C 56 ]7+71.701 55.40 7401 <HADY GI FN CT 57 77+76.69 55.67 1 67 177+81.281 0.37 I LT I INOTES G�j I LEGEND RT ORemove and Reinstall Chain Link Fence �J 20.95 RT V ORemove Chain Link Fen a +� "' ® Removal of Existing Pavements, Driveways, Curb and Gutter IT R �� 11,"' L) IT o -- 57 ... tom•. ® Full -Depth Patch ___ p Removal of Existing Sidewalk 56 I I 20100 MAY 2 9 At I •, y Clearing and Grubbing 55 Uk ------ -- ------------------------------6VX Remove and Ot 1 { r I' �._ - , --� SB - y R/W ReinetonS n /W R/ rC Remove 237 L of Wood Fence MORMON TREK BLVD R W fW-- R/W • R O2 10 LF O10 LF i ! 10 LF� ✓ <�-� R' W--�7 - W R ; LJ 0 LF I, 10 LF 10 LF O____Fi _�_�_V O lip Point Stati 1 76+2f \ 2 76+4! 3 76+61 4 76+81 5 77101 6 77+21 7 77+21 8 77+4, 6 9 77+6 a O — 10 77+8: 17 FFIIFRRACH- 11 77+9: A EDA M 4 FF II FRRACH. 12 78+0! KERRY 13 78+0: i PARTNER; III I�AMA CT 14 78+01 15 78+11 •� p lfi 78+1: 17 78+11 19 78+0 20 78+0! 21 77+9: • ' 22 77+8'. R / W ve and - F.,, S gn 21.17 RT 21.06 RT 20.95 RT V 20.84 RT 2074. IT 20.63 IT o -- RT RT RT � ,�,_nyl RT 111 1 - RT RT / RT /RT RT RT RT IT IT - _ RT �I RT I TCC Y-- 1 l5 — N NN _ C o 9 0 i w a 3 dao 3 wn o a v 0_ y n �a zQ 0p oa— m�m oUm Z O 1.6 W W z Q V V C) W N Z J Q M 06 OW W J 0 a0 J �LU cn Z 14 w ill Project No: 1151079 Sheet RA 7Z 0 10 9cu� 941 �--------------- OE(C) R W�O10 LF - le�i'1'a U10 LFA 10 LF ( O 212 LF Fence Point Station FOffsett TSId.1 51 77+49.19 26.50 LT 52 77+36.74 27.15 LT 53 177+36.601 34.98 1 Lr 54 77+44,041 35.03 1 LT 55 77+44.011 38.81 1 Lr 56 77+71.701 55.40 1 LT 57 77+7&691 55.67 1 Lr 58 78+7Z391 39.35 1 LT 59 78+72.181 31.46 1 LT 60 78+66.25 23.08 LT 61 78+66.46 11.52 LT 62 78+26.17 1L52 LT 63 78+25.84 22.94 LT 64 7&01.78 22.81 LT 65 78+02.43 1144 LT 66 77+8149 1120 LT 67 77+8128 0.37 LT 68 77+54.98 0.00 LT 69 77+54.70 22.57 1 LT INOTES lid (DRemove and Reinstall Chain Link Fence f=E) phis - O2 Remove Chain Link Fen e 56 2018 MAY 15 AM 8` 29 --------- R/W' L-------------- --------------- R/W 52 sl -0 0,F \ MORMON TREK BLVD \ \ R / W RJ' Remove and R / W O10 LF Reinstall Sign 10 LF Q R/W R 10 LFO 1 Point Station Offset Sid+ 1 76+2648 21.17 RT 2 76,46.14 21W RT 3 76+66.21 20.95 RT 4 76+86.76 20.84 RT O 16 12 13 14 15 16 I: 21 0 22 .�; _. �7 23 _ R E Q3 // 7 WI OK OW BROPOINT J-1 I(:ONWWMIIM _IQIMF I I J I l J I I I 3 i3 F �.i Point Station LEGEND ®Removalof Existing Pavements, 78+62.87 Driveways, Curb ontl Gutler ® Full -Depth Patch ® Removalof Existing Sitlewalk XClearing and Grubbing 78+74.20 l 52 sl -0 0,F \ MORMON TREK BLVD \ \ R / W RJ' Remove and R / W O10 LF Reinstall Sign 10 LF Q R/W R 10 LFO 1 Point Station Offset Sid+ 1 76+2648 21.17 RT 2 76,46.14 21W RT 3 76+66.21 20.95 RT 4 76+86.76 20.84 RT O 16 12 13 14 15 16 I: 21 0 22 .�; _. �7 23 _ R E Q3 // 7 WI OK OW BROPOINT J-1 I(:ONWWMIIM _IQIMF I I J I l J I I I 3 i3 F �.i Point Station Offset Side 31 78+62.87 79.65 RT 32 78+47.05 79.45 RT 33 78+74.20 35.74 RT 34 78+74.25 43.66 RT 35 78+38.56 7141 RT 36 78+27.06 7188 RT 37 78+26.64 5190 RT 38 78+26.29 37.02 t RT 39 78+26.08 22.17 RT 78+26.62 10.56 RT 41 78+43.68 10.38 RT 42 .46 10.38 RT 43 7 .63 21.92 RT d LL L Y� � X n 0 8 N V � - N ; K D a O g a w� 3<_ o �Q 3 � Op- m,m �wM oUa U O Z C0 cn ww z a U U O W N Z N J Q M Chd O w N w W a p a'� iJ W 'Z^ V LU N Project No: 1151079 Sheet RA Point Station junsetibiael Z 1 195,07.271 39.501 LT 2 a5+o7.1iI 35.551 LT I rel 0 to 3 84+97.01 22.60 IT 4 84+96.91 11.19 LT SC0.E IfEET) 5 85+17.14 11.29 LT 6 85+36.62 11.30 LT Refer to the N Sheets 7 85+56.56 11.03 LT for RamoveI of SI net E m ment 74 8 85+76.88 11.16 LT 9 86+96.18 11.29 LT 30 85+96.28 22.66 LT 7225 MORMON TREK RI VD C 11 85+31.81163.98LT g�otgct 12 85+61.33 LT 5 e 1 13 85+67.10 fi5.98 LTRV 14 85+72.02 65.89 LT - - 15 85+84.15 39.321 LT _ I 16 85+83.98 35.43 LT I 17 85+56.55 0.21 LT �A�V1Vlvilir -_R/Wo R/W____ _R/W __R/W v Go /W MA tM R/W R/W _. y LLbUE I Point Side Station Offset Sid 21 85+00.29 35.90 R 22 85+00.24 43.72 R 23 85+20.44 67.54 RT 24 85+24.30 67.52 RT 25 84+56.73 22.42 RT 26 84+56.72 11.01 RT 27 85+17.78 10.88 RT 28 85+17.23 20.93 RT 29 85+37.96 20.65 RT 30 85+39.65 31.99 RT 31 85+39.61 47.02 RT 32 8580.31 46.99 RT W O n LEGEND ® Removal of Existing Pavements, Driveways, Curb and Gutter ® Full -Depth Patch ® Removolof Existing Sidewalk XClearing and Grubbing I I 41 I W 15 RT o to 00 m R/W -R/W R/W-- MORMON TREK BLVD 9132 46 'i IS / Q1 �� MCI ATCHIFFKKATHI FFN �� p oteet 7 CAMERON CT � Fence 41 / 42 Point Station Offset Side 41 85+64.42 59.70 RT 42 85+68.34 59.75 RT 43 86x03.75 35.79 RT 44 86x03.72 43.63 RT 45 85+58.58 47.38 RT 46 85+55.72 47.38 RT 47 85+55.72 42.78 RT 48 85+56.50 31.58 RT 49 85+57.29 20.38 RT 50 85+77.28 20.11 RT 51 85+77.31 22.44 RT Project No 1151079 Sheet R.5 V Z Z O Cn W LU z a U v O W Cf) J Q M � O u) W LU a In Q 0 J W Z W N Project No 1151079 Sheet R.5 mel.nmr..rm x20 _ a :D O z N i - O z p 63 \ x r O 1 � 1 y I I I m I m N TN � �- -- I m N N IS N y N N 0 W N B m - � aaiaaHoa 64+00 - aa 3v� w B I I N N m N A I I N m W w 'F I I � y — m IS �_ i z .I 3 n v x°u ' m g .. rt n ? 0 O 65 Q0 n^o N �•�• --'{ "i tD d C-1 w1 ZE N W_ m 4 LANE TO 3 LANE CONVERSION SIDEWALK COMPLIANCE IOWA CITY, IOWAoMs .NRK REVISION Imm BY IAc �. 1°'1P (n V, TnWrnWpn: FL ow: 05//1B FlpM Bk Pp: U S N Y D E R& ASSOCIATES, INC. R �w Project No: 1151079 Sheet S.1 ,9.362 soydeA a5204 394 ssocates.com vsmn mvnc=oo,p= IC llll�vac=saem Asx .w, FI..m ,1 a A 0 O p rn N O 3 O 37 63 101 \ � m s i o 0 N I N N 9 _u _ N N I a ry I N � N m I m _ - M/ M/2i N d W / / e 9 N ry UI Y _ N a m 1 v � 0 N _ � N m W a 9 - � aalaaHoa 64+00 _ ao 3v� w - m /. m W 1 m N w � m u W � a I I N m N N ^' W y W W N y I I I N m � I W I B V I I I A I i W I � i a®E1Em z -a q ~ O O 0 n i3 u 0 n v 0 0 o m m y G I; n 1 N E o ri 0 5 0 n � O F n n 65 NOOo N O m s -n D -tee C-) — =i c� r \ o;o ZE n � N 4 LANE TO 3 LANE CONVERSION z SIDEWALK COMPLIANCE IOWA CITY, IOWA MARK flEY181QV DATE 6Y ares OMs cma.a ex TAC sda: =n Tamwm: RWS wm: 05/14/18 vMa ew: vy. to S N Y D E R & ASSOCIATES, INC� 005 BOWLING 319 -362 - CEDAR RAPIDS A52404 9394 � wwwsnytler-associales.com PN1ectNo: 1157[)79 Sheet S.1 8 113-10 N C6 a= SIDEWALK COMPLIANCE .�: ,: n. ...-.. .. ;..•..., See S Sheets56 Does not include curb ° c L ^3 ° Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. ED N °y a Refer to tabulation 113-01 for bid quantities. F11 m Staking _ FOR INFORM4TION ONLY: $ PCC Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES 4 in as Point to Point Sidewalk Designation Sidewalk Distance- A Elevation Slope Constructed Range on this Slope Initials Remarks _ m' O 0 - 201 B MAY ¢ `� O Quadrant? Pmi ation Offset Elevation FT FT % Pos. or Neg. % 2"__ 1 o` 10 g21 8 1 2 Match Existing Cross Slope 6 7.98 0.19 2.4% Match Existing Trans ifion Cross slope Y CLE 4a 1 22 Sidewalk Running Slope 6 7.64 -0.40 -5.2% 0.5% to 6.2% Match general street grade GST 64+55.96 35.92 729.23 0 ; .. 6 7.47 18.3% Match gconstructedeneral emusst grade q CiYr ' 46+48.28 35.99 728.71 i v a' 3 4 Rampwalk Runningning Slopelope 6 16.00 -1.32 -8.52 1% 0.5%5t Yes Lengthexceed 15 feet at a uniform runnilf)s�E A '-'17� 64+32.28 3.08 727.39 .� _ 3 22 Sidewalk Crass Slope 6 7.99 -0.07 -0.8% .5% to 2.0% 5 64+26.38 355.99 727.32 . 2 s3 4 5 Landing/Turning Space Sp 6 4.90 -0.09 -1.4% 6 0.1% to 2.0% 6 64+26.83 41.45 ]26.38' a 4 21 Landing/Turning Space 6 8.00 -0.06 -0.7% 0.1% to 2.0% 7 64+25.64 45.16 727.62 Q y 5 6 Landing/Turning Space 4 5.49 0.06 1.1% 0.1% to 2.0% 8 64+25.01 57.14 728.36 8 5 14 Landing/Turning Space 6 5.02 -0.08 -1.6% 0.1% to 2.0% Yes 9 64+24.81 59.23 728.54 E 6 8 Ramp Running Slope 4 16.00 0.98 6.1% 0.5% to 8.3% Length constructed must exceed 15 feet at a uniform running slope le 64+20.87 59.72 728.47 O 6 13 Landing/Turning Space 4 5.00 -0.07 -1.4% 0.1% to 2.0% 11 64+21.02 56.93 728.30 } m 7 12 Ramp Cross Slope 4 4.00 -0.06 -1.5% 0.1% t0 2.0% 12 64+21.65 44.94 727.56 F 5 e 8 9 Sidewalk Running Slope 4 2.10 0.18 8.6% 0.5% to 9.6% Match general street grade 13 64+21.86 40.95 727.31 U h $ mL X 8 11 Sidewalk Cross Slope 4 4.00 -0.06 -1.5% 0.5% to 2.0% 14 64+22.36 35.98 727.24 ' 9 10 Match Existing Cross Slope 4 3.97 -0.07 -1.8% Match Existing Transition crass slope 15 64+14.44 35.96 726.69 LU < m 10 11 Sidewalk Running Slope 4 2.80 -0.17 -6.1% 0.5% to 7.1% Match general street grade 16 64+19.95 27.97 726.97 r 11 13 Ramp Running Slope 4 16.00 -0.99 -6.2% 0.5% to 8.3% Length constructed must exceed 15 feet at a uniform running slope 17 64+23.27 27.98 727.20 a 18 64+23.41 25.44 727.05 �n 13 14 Landing/Turning Space 4 5.00 -0.07 -1.4% 0.1% to 2.0% Z< A_ 14 15 Ramp Running Slope 6 7.92 -0.55 -6.9% 0.5% to 8.3% 19 64+31.73 22.70 727.27 K 14 17 Landing/Turning Space 6 8.05 -0.04 -0.5% 0.1% to 2.0% 20 64+31.43 28.00 727.32 p G - ca 1s 16 Crosswalk Cross Slope - No Yield Condition 6 9.70 0.28 2.9% 0.0% to 5.0% 21 64+32.30 28.00 727.33 w 16 17 Ramp Running Slope 6 3.32 0.23 6.9% 0.5% to 8.3% 22 64+48.30 28.00 728.64 2 U m 17 18 Ramp Running Slope 6 2.54 -0.15 -5.9% 0.5% to 8.3% 17 20 Landing/Turning Space 6 8.17 0.12 1.5% 0.1% to 2.0% 18 19 Crosswalk Cross Slope - No Yield Condition 6 8.76 0.22 2.5% 0.0% to 5.0% 20 21 Landing/Turning Space 6 0.86 0.01 1.2% 0.1% to 2.0% 21 22 Ramp Running Slope 6 16.00 1.31 8.2% 0.5% to 5.0% Yes Length constructed must exceed 15 feet at a uniform running slope 100 101 Ramp Running Slope 6 7.58 -0.18 -2.4% 0.5% to 8.3% 100 63+81.62 35.89 725.21 f 100 121 Crosswalk Cross Slope - No Yield Condition 6 10.27 -0.46 -4.5% 0.0% to 5.0% 101 63+74.05 35.87 725.03 �••/ 101 102 Landing/Turning Space 4 5.00 0.07 1.4% 0.1% to 2.0% 102 63+75.49 40.66 725.10 101 110 Landing/Turning Space 6 5.23 -0.08 -1.5% 0.1% to 2.0% 103 63+77.81 48.31 726.18 101 120 Landing/Turning Space 6 8.13 -0.12 -1.5% 0.1% to 2.0% 104 63+81.58 70.05 729.16 Z 102 104 Ramp Running Slope 4 30.06 4.06 13.5% Length constructed must exceed 15 feet at a uniform running slope 105 63+82.30 74.16 729.64 102 109 Landing/Turning Space 4 4.90 -0.07 -1.4% 0.1% to 2.0% 106 63+78.57 74.63 729.71 O 104 105 Sidewalk Running Slope 4 4.17 0.48 11.5% 0.5% to 12.5% Match general street grade 107 63+77.64 70.74 729.23 f A 104 107 Sidewalk Cross Slope 4 4.00 0.07 1.8% 0.5% to 2.0% Yes 108 63+73.87 49.03 726.11 IA VI/N/ V J 105 106 Match Existing Cross Slope 4 3.76 0.07 1.9% Match Existing Transition cross slope 109 63+70.71 42.10 725.03 W 106 107 Sidewalk Running Slope 4 4.01 -0.48 -12.0% 0.5% to 13% Match general street grade 110 63+68.82 35.86 724.95 LL 107 109 Ramp Running Slope 4 29.65 -4.20 -14.2% 0.5% to 15.2% Length constructed must exceed 15 feet at a uniform running slope 111 63+59.23 35.84 724.84 W 109 110 110 111 Landing/Turning Space Landing/Turning Space 4 6 6.53 9.59 -0.08 -0.11 -1.2% -1.1% 0.1% to 2.0% 0.1% to 2.0% 112 113 63+43.23 63+36.81 35.85 35.77 723.22 722.89 111 112 Ramp Running Slope 6 16.00 -1.62 -10.1% 0.5% to 11.1% Length constructed must exceed 15 feet at a uniform running slope 114 63+36.99 28.17 722.71 111 116 Landing/Turning Space 6 8.00 -0.12 -1.5% 0.1% to 2.0% 115 63+43.22 27.80 723.15 112 113 Sidewalk Running Slope 6 6.42 -0.33 -5.1% 0.5% to 6.1% Match general street grade 116 63+59.22 27.84 724.72 O 112 115 Sidewalk Cross Slope 6 8.00 -0.07 -0.9% 0.5% to 2.0% 117 63+59.22 22.63 724.36 113 114 Match Existing Cross Slope 6 7.60 -0.18 -2.4% Match Existing Transition cross slope 118 63+64.22 23.25 724.47 U O 114 115 Sidewalk Running Slope 6 6.24 0.44 7.1% 0.5% to 8.1% Match general street grade 119 63+64.22 27.85 724.79 115 116 Ramp Running Slope 6 16.0D 1.57 9.8% Length constructed must exceed 15 feet at a uniform running slope 120 63+72.63 27.87 724.91 LU 116 117 Ramp Running Slope 6 5.21 -0.36 -6.9% 0.5% to 8.3% 121 63+75.20 27.87 724.75 mH 116 119 Landing/Turning Space 6 5.00 0.07 1.4% 0.1% to 2.0% V 117 118 Crosswalk Cross Slope - No Yield Condition Slope 6 6 5.04 4.60 0.11 0.32 2.2% 7.0% 0.0% to 5.0% 0.5% to 8.3% Q Q 118 119 Ramp Running 119 120 Landing/Turning Space 6 8.41 0.12 1.4% 6.1% to 2.0% J 120 121 Ramp Running Slope 6 2.57 -0.16 -6.2% 0.5% to 8.3% d J M Q6 200 201 Ramp Running Slope 6 6.42 0.08 1.2% 0.5% to 8.3% 200 63+68.70 -44.14 723.41 723.49 O O 200 201 217 202 Crosswalk Cross Slope - No Yield Condition Ramp Running Slope 6 4 5.85 7.61 0.09 -0.30 1.5% -3.9% 0.0% to 5.0% 0.5% to 8.3% 201 202 63+62.27 63+62.26 -44.14 -36.53 723.19 (i 201 204 Landing/Turning Space 4 4.97 0.04 0.8% 0.1% to 2.0% 203 63+57.25 -32.27 722.95 LUi 201 216 Landing/Turning Space 4 5.00 0.07 1.4% 0.1% to 2.0% 204 63+57.30 -44.13 723.53 W J Q a 202 203 Crosswalk Cross Slope - No Yield Condition 4 6.57 -0.24 -3.7% 0.0% to 5.0% 205 63+52.56 -42.94 723.60 Z q 202 218 Ramp Cross Slope 4 5.00 -0.01 .0.2% 0.1% to 2.0% 206 63+33.82 -34.93 722.20 203 218 Ramp Running Slope 4 4.27 0.23 5.4% 0.5% to 8.3% 207 63+28.23 -34.92 721.86 n 218 204 Ramp Running Slope 4 7.59 0.35 4.6% 0.5% to 8.3% 20B 63+28.25 -38.77 721.91 W $ 204 205 Landing/Turning Space 4 4.93 0.07 1.4% 0.1% t0 2.0% 209 63+33.85 -39.93 722.27 -1 O 204 211 Landing/Turning Space 4 5.00 0.07 1.4% 0.1% to 2.0% 210 63+50.19 -47.34 723.67 205 206 Ramp Running Slope 4 21.06 -1.40 -6.6% 0.5% to 8.3% 211 63+57.30 -49.13 723.60 (A V� 205 210 Landing/Turning Space 4 5.00 0.07 1.4% 0.1% to 2.0% 212 63+57.84 -54.60 723.67 _ 206 207 Sidewalk Running Slope 4 5.60 -0.34 -6.1% 0.5% to 7.1% Match general street grade 213 63+59.71 -61.06 723.74 Y 206 269 Sidewalk Cross Slope 4 5.00 0.07 1.4% 0.5% to 2.0% 214 63+63.51 -61.14 723.67 g 207 208 Match Existing Cross Slope 4 3.85 0.05 1.3% Match Existing 215 63+62.79 -54.11 723.60 8 208 209 Sidewalk Running Slope 4 5.72 0.36 6.3% 0.5% to 7.3% Match general street grade 216 63+62.28 -49.14 723.56 209 210 Ramp Running Slope 4 18.11 1.40 7.J% 0.5% to 8.3% Yes 217 63+71.73 -49.14 723.50 6 K 8 o Probed Na: 1151079 Sheet S.2 gi Does not include curb Staking required by C Article 2511.03 of the Standard Specifications. SIDEWALK COMPLIANCE See S Sheets n p R g 3 N V N � C .. Z � a Q 3 E Fr- 3 � d Q W N W 0 y N ZLL�08 mo- asW SaUN en U Z Z O f^- N C J W `W f-- / Q Z O U U O W LU Cf) Z U(f) M a ori O o W W W J Z > Q LU o Z J Project No: 1151079 Sheet S.3 Staking FOR INFORMATION ONLY: PCC Distance* A Elevation Slope Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Sidewalk Constructed Range an this Slope Initials Remarks SPoi M Son Offset Elevation O Quadrant? E� V, FT FT % Pos. or Neg. % c U 210 211 Landing/Turning Space 4 7.40 -0.07 -0.9% 0.1% to 2.0%(� 218 63+57.26 -36.54 723.18 211 212 Landing/Turning Space 4 5.50 0.07 1.3% 0.1% to 2.0% Y2 LF`� K1 211 216 Landing/Turning Space 4 4.99 -0.04 -0.8% 0.1% to 2.0% C 663+41.02 3+38.65 -41.72 722.66 212 213 Sidewalk Running Slope 4 6.72 0.07 1.0% 0.5% to 5.0% �YF '. 212 215 Landing/Turning Space 4 4.98 -0.07 -1.4% 0.1% to 2.0% _. �41t�1� ` M 213 214 Match Existing Cross Slope 4 3.80 -0.07 -1.8% Match Existing 214 215 Sidewalk Running Slope 4 7.07 -0.07 -1.0% 0.5% to 5.0% 215 216 Landing/Turning Space 4 5.00 -0.04 -0.8% 0.1% to 2.0% 216 217 Ramp Running Slope 6 9.45 -0.06 -0.6% 0.5% to 8.3% 300 301 Sidewalk Running Slope 4 4.65 -0.33 -7.1% 0.5% to 8.1% Match general street grade 300 64+67.35 -35.02 729.40 300 319 Match Existing Cross Slope 4 3.78 -0.14 -3.7% Match Existing Transition cross slope 301 64+62.70 -34.94 729.07 301 302 Ramp Running Slope 4 25.47 -2.77 -10.9% 0.5% to 11.9% Length constructed must exceed 15 feet at a uniform running slope 302 64+38.82 -43.44 726.30 301 318 Sidewalk Cross Slope 4 5.00 -0.07 -1.4% 0.5% to 2.0% 303 64+35.06 -44.18 726.24 362 303 Landing/Turning Space 4 3.86 -0.06 -1.6% 0.1% to 2.0% Yes 304 64+35.11 -31.46 726.59 302 317 Landing/Turning Space 4 5.00 -0.07 -1.4% 0.1% to 2.0% 305 64+27.11 -38.45 726.11 303 304 Ramp Running Slope 6 12.72 0.35 2.8% 0.5% to 8.3% 306 64+27.10 -44.18 726.15 303 306 Landing/Turning Space 6 7.96 -0.09 -1.1% 0.1% to 2.0% 307 64+22.54 -44.17 725.78 303 316 Landing/Turning Space 6 5.00 -0.07 -1.4% 0.1% to 2.0% 308 64+19.54 -49.17 725.52 304 305 Crosswalk Cross Slope - No Yield Condition 6 10.62 -0.48 -4.5% 0.0% to 5.0% 309 64+27.04 -49.18 726.08 305 306 Ramp Running Slope 6 5.73 0.04 0.7% 0.5% To 8.3% 310 64+27.06 -53.18 726.02 306 307 Ramp Running Slope 6 4.56 -0.37 -8.1% 0.5% to 8.3% Yes 311 64+27.15 -69.18 724.89 306 309 Landing/Turning Space 4 5.00 -0.07 -1.4% 0.1% to 2.0% 312 64+27.18 -76.51 724.38 307 308 Crosswalk Cross Slope - No Yield Condition 6 5.83 -0.26 -4.5% 0.0% to 5.0% 313 64+35.19 -76.48 724.56 308 309 Ramp Running Slope 6 7.51 0.56 7.5% 0.5% to 8.3% Yes 314 64+35.15 -69.18 724.96 309 310 Landing/Turning Space 6 4.00 -0.06 -1.5% 0.1% to 2.0% 315 64+35.06 -53.18 726.11 309 316 Landing/Turning Space 6 8.00 0.09 1.1% 0.1% to 2.0% 316 64+35.04 -49.18 726.17 310 311 Ramp Running Slope 6 16.00 -1.13 -7.1% 0.5% to 8.3% 317 64+40.71 -48.08 726.23 310 315 Ramp Running Slope 6 8.00 0.09 1.1% 0.5% to 8.3% 318 64+62.68 -39.94 729.00 311 312 Sidewalk Running Slope 6 7.33 -0.51 -7.0% 0.5% to 8% Match general street grade 319 64+67.21 -38.80 729.26 311 314 Sidewalk Cross Slope 6 8.00 0.07 0.9% 0.5% To 2.0% 320 64+56.99 -36.05 728.61 312 313 Match Existing Cross Slope 6 B.00 0.18 2.2% Match Existing Transition cross slope 321 64+58.88 -40.68 728.54 313 314 Sidewalk Running Slope 6 7.30 0.40 5.5% 0.5% to 6.5% Match general street grade 314 315 Ramp Running Slope 6 16.00 1.15 7.2% 0.5% to 8.3% 315 316 Landing/Turning Space 6 4.00 0.06 1.5% 0.1% to 2.0% 316 317 Landing/Turning Space 4 5.69 0.06 1.1% 0.1% to 2.0% 317 318 Ramp Running Slope 4 23.52 2.77 11.8% Length constructed must exceed 15 feet at a uniform running slope 318 319 Sidewalk Running Slope 4 4.66 0.26 5.6% 0.5% to 6.6% Match general street grade n p R g 3 N V N � C .. Z � a Q 3 E Fr- 3 � d Q W N W 0 y N ZLL�08 mo- asW SaUN en U Z Z O f^- N C J W `W f-- / Q Z O U U O W LU Cf) Z U(f) M a ori O o W W W J Z > Q LU o Z J Project No: 1151079 Sheet S.3 s"., I I - I l I I I I II II � o I j I 11 --1 If i I I II / Oz II A m O II V x m I I L � J p I: I: I: O I II O • I: I i 77 fO I I I I O I\ I I. I I I I 1 1 I I I I I I m V N m - I O m W N I N _ I _ / m - ,- I N ❑D I N N � N m F y 1� 1 I N m /' m o N a N �/ N •.....m � 01 I I N N N A p In r ---- m N O N i I 78+0 Z a 0 ~ O O z n i 3 n o n o - o I i n c _ N J 1S NO1N39 M I O J N I ^ m I I o �u i _ m m I ,I C9 a R7W N Fa..... N rn �9 ♦ • l O O O a 11 Nm I I I I I a I O m O V I N I II I I II I m c. I II a 4 LANE TO 3 LANE CONVERSION SIDEWALK COMPLIANCE IOWA CITY, IOWA MPRK RENSIOR DA E BY E qm. OMS ca.alWBx TAC 1Bm.1' to A SNYDER & ASSOCIATES INC. ICERAPIDS. 1 52444 T..�w.. RWS o.v: 05/14/18 INMW re'. Pre;eclMe 51079 Sheet S.4 J 319-362-9394 wwwsnyder-B2=404ates.com ...so •oXm t:f0' woso.a ::`s�� a"z'�wb m / I I I � I III III I ' 0 I' 0 X I z I I A x I O IT1 v W n I I G o I I � •��. o 1 i \ `c 40 O 9 o • I: 1 I I I I I 7 C3 01 1 I I \ I I O I I I I 1 I F 117 1 ,1 m T7 N m Z 1 ZE S O o ' � ' � ❑ I N N I N N m /^I m W � • a I N N m I V 1 N 9 N I I t.- 8+0 Z 0 9 (] n O O n i 3 n oo 5,o IIIIIIIII, g O 1 9 I c � O 1S NOlN39 M I ? Q :YF j$ I G n m a v '-O 4- Gd F r�C7 y m ro_ � N � O N ` r � 9 O I o' .o _ 4 LANE TO 3 LANE CONVERSION SIDEWALK COMPLIANCE IOWACITY,IOWA .nae ar ous � TAC sa.: 11 m (n SNYDER & ASSOCIATES, INC.I SCEDARR"P°SRA52404 RWS or: 05/m/1B •Haw Po. - "'�O 1151079 SI100f S.Q 319-362-93961w snyder-associatescom 113-10 i 04-18-17 a2 n SIDEWALK COMPLIANCE See 5 Sheets - -- N " Does not include curb F Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. N 2 Refer to tabulation 113-01 for bid quantities. m Staking FOR INFORMATION ONLY: " PCC Distance" A Elevation Slope Acceptable Required Measured VALUES USEO TO DETERMINE DESIGNED SLOPES ° _ m n o Ch Point to Point Sidewalk Designation Sidewalk Constructed Range on this Slope initials Remarks 15 p M Q1 n N11 V L p ¢ O Quadrant? 2018 J Point Station Offset Elevation A FT FT % PoS. Or Ne % i 3 1 2 Sidewalk Running Slope 6 7.56 0.34 4.5% 0.5% to 5.0% Yes f5 1 78+65.45 -31.29 705.22 j 1 30 Sidewalk Cross Slope 6 8.00 0.11 1.4% 0.5% to 2.0%lw 2 78+57.89 -31.23 705.56 0 6 2 3 Ramp Running Slope 6 8.18 -0.57 -7.0% 6.5% to 8.3% lO�tytA a IOWA C1�� 3 78+58.35 -23.06 704.99 ga 2 5 Landing/TurningSpace 6 8.00 0.12 1.5% 0.1% to 2.0% 4 78+50.34 -23.03 705.35 Y 2 29 Landing/Turning Space 6 8.00 0.12 1.5% 0.1% to 2.0% 5 78+49.88 -31.16 705.68 a 3 4 Crosswalk Cross Slope - No Yield Condition 6 8.00 0.36 4.5% 0.0% to 5.8% 6 77+72.01 -30.79 711.80 Q 4 5 Ramp Running Slope 6 8.15 0.33 4.0% 0.5% to 8.3% 7 77+72.01 -22.58 711.17 5 6 Sidewalk Running Slope 6 78.08 6.12 7.8% 0.5% to 8.8% Match general street grade 8 77+64.01 -22.52 711.53 3 5 28 Landing/Turning Space 6 8.00 0.12 1.5% 0.1% to 2.0% 9 77+64.01 -30.79 711.92 6 7 Ramp Running Slope 6 8.21 -0.63 -7.7% 0.5% to 8.3% Yes 10 77+64.01 -33.79 711.96 '^ m 6 23 Landing/Turning Space 6 8.00 0.11 1.4% 0.1% to 2.0% 31 77+59.01 -33.79 712.48 ; 6 9 Landing/Turning Space 6 8.00 0.12 1.5% 0.1% to 2.0% 12 77+55.01 -34.80 712.91 C) id S 7 8 Crosswalk Cross Slope - No Yield Condition 6 8.00 0.36 4.5% 0.0% to 5.0% 13 77+48.81 -34.61 713.63 Q rii n m 8 9 Ramp Running Slope 6 8.27 0.39 4.7% 0.5% to 8.3% 14 78+72.18 -31.46 704.91 3 m c ` 9 30 Landing/Turning Space 6 3.00 0.04 1.3% 0.1% to 2.0% 15 78+11.05 -30.85 708.74 O w 'd r 10 13 Ramp Running Slope 4 16.13 1.67 10.4% Length constructed must exceed 15 feet at a uniform running slope 16 78+72.39 -39.35 705.21 i 10 22 Landing/Turning Space 6 5.00 0.07 1.4% 0.1% to 2.0% 17 77+44.04 -35.03 713.93 13 17 Sidewalk Running Slope 4 3.97 0.30 7.6% 0.5% to 8.6% Match general street grade 18 77+44.01 -38.81 713.82 KK 13 19 Sidewalk Cross Slope 4 4.00 0.06 1.5% 0.5% to 2.0% 19 77+48.01 -38.81 713.69 m p 17 18 Match Existing Cross Slope 4 3.78 -0.11 -2.9% Match Existing Transition cross slope 20 77+55.01 -38.80 712.97 o U 18 19 Sidewalk Running Slope 4 4.00 -0.13 -3.2% 0.5% to 5.0% 21 77+59.01 -38.79 712.55 19 22 Ramp Running Slope 4 16.00 -1.66 -10.4% 0.5% to 11.4% Length constructed must exceed 15 feet at a uniform running slope 22 77+64.01 -38.79 712.03 22 23 Landing/Turning Space 6 8.00 -0.12 -1.5% 0.1% to 2.0% 23 77+72.01 -38.79 711.91 23 24 Sidewalk Running Slope 6 2.43 -0.19 -7.8% 0.5% to 8.8% Match general street grade 24 77+74.44 -38.82 711.72 24 25 Sidewalk Running Slope 4 16.80 0.79 4.7% 0.5% to 5.0% Yes 25 77+71.70 -55.40 712.51 25 26 Match Existing Cross Slope 4 5.00 0.07 1.4% Match Existing 26 77.76.69 -55.67 712.58 _ 26 27 Sidewalk Running Slope 4 17.01 -1.25 -7.3% 0.5% to 8.3% Match general street grade 27 77+79.47 -38.88 711.33 27 28 Sidewalk Running Slope 6 70.62 -5.53 -7.8% 0.5% to 8.8% Match general street grade 28 78+49.82 -39.18 705.80 U 28 29 Landing/Turning Space 6 8.00 -0.12 -1.5% 0.1% to 2.0% 29 78+57.83 -39.23 705.68 29 30 Sidewalk Running Slope 6 7.56 -0.35 -4.6% 0.5% to 5.0% Yes 30 78+65.39 -39.29 705.33 Z 1 14 14 16 Sidewalk Running Slope Match Existing Cross Slope 6 6 6.73 7.90 -0.31 0.30 -4.6% 3.8% 0.5% to 5.0% Match Existing Yes 16 30 Sidewalk Running Slope 6 7.00 0.12 1.7% 0.5% to 5.0% O 100 101 Sidewalk Running Slope 6 13.64 0.96 7.0% 0.5% to 8% Match general street grade 100 78+74.25 43.64 705.08 ■ 100 122 Match Existing Cross Slope 6 7.90 -0.01 -0.1% Match Existing Transition cross slope 101 78+60.71 45.30 706.04 Lid 101 102 Landing/Turning Space 6 3.38 0.05 1.5% 0.1% to 2.0% 102 78+57.33 45.30 706.69 LU/ 101 121 Landing/Turning Space 6 7.90 -0.12 -1.5% e.1% to 2.0% 103 78+54.73 51.81 706.05 102 103 Sidewalk Running Slope 4 7.01 -0.04 -0.6% 0.5% to 5.0% 104 78+53.24 55.52 706.02 102 111 Landing/Turning Space 6 5.44 0.08 1.5% 0.1% to 2.0% 105 78+47.07 72.01 705.83 103 105 Sidewalk Running Slope 4 17.61 -0.22 -1.2% 0.5% to 5.0% 106 78+46.83 79.46 705.71 103 110 Sidewalk Cross Slope 4 5.05 0.07 1.4% 0.5% to 2.0% 107 78+43.05 79.64 705.80 O U 105 106 Sidewalk Running Slope 4 7.48 -0.13 -1.7% 0.5% to 5.0% 108 78+43.14 71.29 705.89 105 108 Sidewalk Cross Slope 4 4.00 0.06 1.5% 0.5% to 2.0% 109 78+49.53 54.03 706.08 O 106 107 Match Existing Crass Slope 4 3.78 0.09 2.5% Match Existing Transition cross slope 110 78+50.04 49.93 706.12 107 108 Sidewalk Running Slope 4 9.46 0.09 1.0% 0.5% to 5.0% 111 78+51.90 45.29 706.17LLJ / /� v , 108 110 Sidewalk Running Slope 4 22.57 0.23 1.0% 0.5% to 5.0% 112 78+47.25 45.28 706.24 7 N 110 ill Sidewalk Running Slope 4 5.00 0.05 1.0% 0.5% to 5.0% 113 78+38.24 45.26 706.15 U 111 112 Landing/Turning Space 6 4.65 0.07 1.5% 0.1% to 2.0% 114 78+40.12 37.26 706.05 Q Z Q 111 116 Landing/Turning Space 6 8.04 -0.13 -1.6% 0.1% to 2.0% Yes 115 78+47.26 37.28 706.12 1 Q 112 113 Ramp Running Slope 6 9.01 -0.09 -1.0% 0.5% to 8.3% 116 78+52.73 37.29 706.04 J 112 115 Landing/Turning Space 6 8.00 -0.12 -1.5% 0.1% to 2.0% 117 78+52.73 33.29 705.98 M d co 113 114 Crosswalk Cross Slope - No Yield Condition 6 8.22 -0.10 -1.2% 0.0% to 5.0% 118 78+52.75 24.20 705.43 114 115 Ramp Running Slope 6 7.14 0.07 1.0% 0.5% to 8.3% 119 78+60.75 22.03 705.05 115 116 Landing/Turning Space 6 5.46 -0.08 -1.5% 0.1% to 2.0% 120 78+66.73 33.40 705.86 O O 116 117 Landing/Turning Space 6 4.00 -0.06 -1.5% 0.1% to 2.0% 121 78+60.73 37.40 705.92 116 121 Landing/Turning Space 6 8.00 -0.12 -1.5% 0.1% to 2.0% 122 78+74.20 35.74 705.07 Y w 117 118 Ramp Running Slope 6 9.09 -0.55 -6.1% 0.5% to 8.3% 123 78+44.47 66.66 705.94 LLQ J Q 117 118 120 119 Landing/Turning Space Crosswalk Slope 6 8.00 -0.12 -1.5% 0.1% to 2.0% 124 78+48.18 68.15 705.88 Z Cross - No Yield Condition 6 8.29 -0.38 -4.6% 0.0% to 5.0% 119 120 Ramp Running Slope 6 11.37 0.81 7.1% 0.5% to 8.3% 120 121 Landing/Turning Space 6 4.00 0.06 1.5% 0.1% to 2.0% W 121 122 Sidewalk Running Slope 4 13.58 -0.85 -6.3% 0.5% to 7.3% Match general street grade J Q fLf^^ 200 202 Ramp Running Slope 6 13.14 0.92 7.0% 0.5% to 8.3% 200 77+88.23 47.50 709.61 200 216 Crosswalk Cross Slope - No Yield Condition 6 10.88 0.64 5.9% 0.0% to 6.9% 201 77+82.95 59.09 709.06 202 215 Landing/Turning Space 6 8.00 6.12 1.5% 0.1% to 2.0% 202 77+75.08 47.50 710.53 202 210 Landing/Turning Space 6 11.07 0.17 1.5% 0.1% to 2.0% 203 77+74.69 48.29 710.52 203 204 Landing/Turning Space 6 3.13 -0.04 -1.3% 0.1% to 2.0% 204 77+76.59 50.78 710.48 204 205 Ramp Running Slope 6 21.78 -2.55 -11.7% 0.5% to 12.7% Length constructed must exceed 15 feet at a uniform running slope 205 77+87.99 69.15 707.93 204 209 Landing/Turning Space 6 8.00 0.12 1.5% 0.1% to 2.0% 206 77+89.15 79.50 707.28 205 206 Sidewalk Running Slope 6 10.45 -0.65 -6.2% 0.5% to 7.2% Match general street grade 207 77+81.23 79.27 707.41 20506 208 Sidewalk Cross Slope 6 8.00 0.12 1.5% 0.5% to 2.0% 208 77+80.29 71.33 708.05 2 207 Match Existing Cross Slope 6 7.92 0.13 1.6% Match Existing 209 77+70.24 55.64 710.60 Pmjeot No: 1151079 Sheet S.5 SII 04-18-17 SIDEWALK COMPLIANCE See S Sheets Stas not include curb c Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. FILED z Refer to tabulation 113-01 for bid quantities. Staking FOR INFORMATION ONLY: PCC 7Dist.ncee-4 Elevation Slope Acceptable Required Measured q yy y G May 15 v UE EO TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Sidewalk Constructed Range on this Slope Initials Remarks [GI O Quadrant? Point Station Offset Elevation z FT FT % Pas. or Ne % 207 208 208 209 Sidewalk Running Slope Ramp Running Slope 6 6 8.02 18.79 0.64 2.55 8.6% 13.6% 0.5% to 9% Match general street grade (I'1 p T �/ I, Length constructed must exceed 15 feet at a uniform I 'Z WAA CWY; IA 77+64.81 77+64.01 47.50 39.50 710.70 710.82 209 210 Landing/Turning Space 6 10.25 0.10 1.0% 0.1% to 2.0% 212 77+64.01 33.52 711.01 210 211 Sidewalk Cross Slope 6 8.00 0.12 1.5% 0.5% to 2.0% 213 77+72.01 34.93 710.64 210 218 Sidewalk Running Slope 6 16.00 2.09 13.1% 214 77+72.01 39.50 710.70 211 212 Ramp Running Slope 6 5.98 0.19 3.2% 0.5% to 8.3% 215 77+75.08 39.50 710.65 211 218 Ramp Running Slope 6 16.00 1.97 12.3% 216 77+80.85 39.50 710.25 212 213 Crosswalk Cross Slope - No Yield Condition 6 8.12 -0.37 -4.6% 0.0% to 5.0% 217 77+76.60 63.95 709.18 213 214 Ramp Running Slope 6 4.57 0.06 1.3% 0.5% to 8.3% 218 77+48.01 39.50 712.79 214 215 Landing/Turning Space 6 6.12 -0.05 -0.8% 0.1% to 2.6% 219 77+48.01 47.50 712.91 215 216 Ramp Running Slope 6 5.77 -0.40 -6.9% 0.5% to 8.3% 218 219 Sidewalk Cross Slope 6 8.00 0.12 1.5% 0.5% to 2.0% SII M/21 M/2 e N'In/ v m AHM klnmOwwn H 11 1 II 1 1 ' I I II I II I II I' 11 84+00 E DOA t Vr T I I I I I 1 1 I I j 3NVI1OS N3OlVM a, N a O R 4 LANE TO 3 LANE CONVERSION N A N O� c0 b SIDEWALK COMPLIANCE IOWA CITY, IOWA teTEnmgain«Ne xvisioTAC DYS 1c -;V SARDSTszoaCEDRAIA &ASSOCIATES, INC. 319-362-9394 I wwsnyaer-associaies.com aer 18nRWS n /214/ 18 ro115109 NoSNYDER ,� lD o �r rn � e c 1 17, a, N a 4 LANE TO 3 LANE CONVERSION SIDEWALK COMPLIANCE IOWA CITY, IOWA teTEnmgain«Ne xvisioTAC DYS 1c -;V SARDSTszoaCEDRAIA &ASSOCIATES, INC. 319-362-9394 I wwsnyaer-associaies.com aer 18nRWS n /214/ 18 ro115109 NoSNYDER ,� v`a Dll ei I 401 O I I I I I II I III; I I IIS I IIS � IIS II 0 N 0 o I I I I I,r o 11 III; I Z I I m m 0 p I o 0 I m 00 $III d N N N I N W 1 m N / m � m 1 Nm O1 E2/ tl I CII N N — dl _ I AVM N083WVO _ N B I m _ I � _ I I a I 1 I C:) ------------ 1 I i 86 N m Im 3 N li o I a�710 z C7 I I. o w 3 s v° 0 er to v a n Ln A b f G I G s n I I I I I I I I I I I I I I I I N rrn ' N N O m � I I _ I V o 4 LANE TO 3 LANE CONVERSION SIDEWALK COMPLIANCE IOWA CITY, IOWAJ.R� aEWsy D ATE E°°i=..r DMS cre r.a ey. lAC sm. N w 1.m°ia.s R11 o.i. 05/11/18 ti is S N Y D E R &ASSOCIATES , INC. �G STREET S CEDBADRRADS.IIAS 400 N,, 1151079 Shee 319-362-9J94 1 M'e'w-snyeerassociates .wm 113-10 04-18-17 "'uj 6 SIDEWALK COMPLIANCE �� See S Sheets Does not include curb - ? no t c Staking requiretl by Contracting Authority per Article 2511.03 of the Standard Specifications. , W : Refer to tabulation 113-01 for bid quantities. m Staking3 FOR INFORMATION ONLY: u` " PCC Distance* 6 Elevation Slope Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES m m o m Point to Point Sidewalk Designation g Sidewalk Constructed Range on this Slope Initials v n (� p y�6 C lq�e�amaryQS (1 ZJIU IS 27 p i o OQuadrant? G (lNY ate' V' Point Station Offset Elevation e n FT FT % Pas. or Ne � % 1 2 Sidewalk Running Slope 4 3.50 -0.84 -1.1% 0.5% to 5.0(� '{�/ 1 85+83.98 -35.43 699.50 1 20 Match Existing Cross Slope 4 3.92 0.16 4.1% Match ExistingTransition cro s+J I bpF CLERK 2 85+80.63 -34.44 699.46 o o 2 3 Landing/Turning Space 4 5.00 -0.07 -1.4% 0.1% to 2.0% qq1 )/L 1O 117A CIT Ye I hili 3 85+75.63 -34.46 699.39- z 2 19 Landing/Turning Space 4 5.08 0.07 1.4% 0.1% to 2.0% 4 85+75.58 -24.96 698.87 3 4 Ramp Running Slope 6 9.50 -0.52 -5.5% 0.5% to 8.3% 5 85+70.60 -28.82 699.00 w $ a 3 6 Landing/Turning Space 4 5.00 -0.07 -1.4% 0.1% to 2.0% 6 85+70.63 -34.46 699.32 Q 3 18 Landing/Turning Space 4 4.99 0.07 1.4% 0.1% to 2.0% 7 85+64.83 -34.47 699.18 4 5 Crosswalk Cross Slope - No Yield Condition 6 5.85 0.13 2.2% 0.0% to 5.0% 8 85+62.44 -39.48 699.30 6 Ramp Running Slope 6 6.44 0.32 5.0% 0.5% to 8.3% 9 85+70.52 -39.46 699.39 O_ 5 o 6 7 Ramp Running Slope 6 5.80 -0.14 -2.4% 0.5% to 8.3% 30 85+69.62 -43.36 699.45 ry 6 9 Landing/Turning Space 4 5.00 0.07 1.4% 0.3% to 2.0% it 85+67.23 -53.61 700.25 3 7 8 Crosswalk Cross Slope - No Yield Condition 6 5.54 0.12 2.2% 0.0% to 5.0% 12 85+67.12 -60.14 700.75 e 8 9 Ramp gunning Slope 6 8.08 0.09 1.1% 0.5% to 8.3% 13 85+67.10 -65.98 700.97 9 10 Landing/Turning Space 4 4.00 0.06 1.5% 0.1% to 2.0% 14 85+72.02 -65.89 701.07 ¢ a v 9 18 Landing/Turning Space 4 5.14 0.07 1.4% 0.1% to 2.0% 15 85+72.12 -60.23 700.82 O N m a 10 12 Ramp Running Slope 4 17.06 1.30 7.6% 0.5% to 8.3% Yes 16 85+72.22 -54.23 700.33 a " 10 17 Landing/Turning Space 4 5.00 0.07 1.4% 0.1% to 2.0%z 17 85+74.49 -44.49 699.52 a nn 12 13 Sidewalk Running Slope 4 5.84 0.22 3.8% 0.5% to 5.0% 18 85+75.66 -39.45 699.46 3 12 15 Sidewalk Crass Slope 4 5.80 0.07 1.4% 0.5% to 2.0% 19 85+80.66 -39.44 699.53 m o 13 14 Match Existing Cross Slope 4 4.92 0.10 2.0% Match Existing Transition cross slope 20 85+84.15 -39.32 699.66 a 0 m 14 15 Sidewalk Running Slope 4 5.66 -0.25 -4.4% 0.5% to 5.0% Yes 21 85+80.66 -39.94 700.28 15 17 Ramp Running Slope 4 16.00 -1.30 -8.1% B.5% to 8.3% Yes 22 85+74.97 -44.60 700.27 ^ 17 18 Landing/Turning Space 4 5.17 -0.06 -1.2% 0.1% to 2.0% 23 85+72.73 -54.24 700.83 18 19 Landing/Turning Space 4 5.00 0.07 1.4% 0.1% to 2.0% 19 20 Sidewalk Running Slope 4 3.42 0.13 3.8% 0.5% to 5.0% Points 21,22, and 23 refer to the fop of curb 100 101 Sidewalk Running Slope 6 9.25 -0.32 -3.5% 0.5% to 5.0% 100 86+03.72 43.63 701.03 U 100 122 Match Existing Cross Slope 6 7.84 -0.02 -0.3% Match Existing 101 85+94.47 43.67 700.71 101 102 Ramp Running Slope 6 16.00 -1.57 -9.8% 0.5% to 10.8% Length constructed must exceed 15 feet at a uniform running slope 102 85+78.47 43.68 699.14 Z 101 121 Sidewalk Cross Slope 6 7.98 -0.12 -1.5% 0.5% to 2.0% 103 85+71.85 43.68 699.04 102 103 Landing/Turning Space 6 6.62 -0.10 -1.5% 0.1% to 2.0% 104 85+71.01 49.36 699.42 102 120 Landing/Turning Space 6 7.98 -0.12 -1.5% 0.1% to 2.0% 105 85+69.43 53.17 699.72 O 103 105 Ramp Running Slope 4 9.87 0.68 6.9% 0.5% to 8.3% 106 85+68.34 59.75 780.02 103 110 Landing/Turning Space 4 5.06 -0.07 -1.4% 0.1% to 2.0% 107 85+64.42 59.70 699.77 IA �/1^ v 105 106 Sidewalk Running Slope 4 6.66 0.30 4.5% 0.5% to 5.0% Yes 108 85+65.48 52.59 699.66 m m ■ 105 108 Sidewalk Cross Slope 4 4.00 -0.06 -1.5% 0.5% to 2.0% 109 85+66.06 48.63 699.35 ' ' " 106 107 Match Existing Cross Slope 4 3.92 -0.25 -6.4% Match Existing Transition cross slope 118 85+66.80 43.68 698.97 LU/ 107 108 Sidewalk Running Slope 4 7.19 -0.11 -1.5% 0.5% to 5.0% 111 85+58.53 43.69 698.47 108 110 Ramp Running Slope 6 9.00 -0.69 -7.7% 0.5% to 8.3% Yes 112 85+59.66 35.74 698.39 110 111 Ramp Running Slope 6 8.26 -0.50 -6.1% 0.5% to 8.3% 113 85+66.78 35.73 698.85 7 110 113 Landing/Turning Space 6 7.96 -0.12 -1.5% 0.1% to 2.0% 114 85+69.47 35.72 698.89 111 112 Crosswalk Cross Slope - No Yield Condition 6 8.02 -0.08 -1.0% 0.0% to 5.0% 115 85+69.46 31.72 698.83 O U 112 113 113 114 Ramp Running Slope Landing/Turning Space 6 6 7.12 2.69 0.46 0.04 6.5% 1.5% 0.5% to 8.3% 0.1% to 2.0% 116 117 85+69.43 85+74.42 24.58 22.82 698.66 698.69 O 114 115 Landing/turning Space 6 3.99 -0.06 -1.5% 0.1% to 2.0% 118 85+74.46 31.71 698.90 f^ 114 119 Landing/Turning Space 6 5.00 0.07 1.4% 0.1% to 2.0% 119 85+74.47 35.71 698.96 Uj V/ 115 116 Ramp Running Slope 6 7.14 -0.17 -2.4% 0.5% to 8.3% 120 85+78.47 35.70 699.02 Z7 U fA 115 118 Landing/Turning Space 6 5.00 0.07 1.4% 0.1% to 2.0% 121 85+94.47 35.69 700.59 116 117 Crosswalk Cross Slope - Yield Condition 6 5.29 0.03 0.6% 0.0% to 2.0% 122 86+03.75 35.79 701.01 Z Q 117 118 Ramp Running Slope 6 8.88 0.21 2.4% 0.5% to 8.3% Q 118 119 Landing/Turning Space 6 4.00 0.06 1.5% 0.1% to 2.0% 119 120 Landing/Turning Space 6 4.00 0.06 1.5% 0.1% to 2.0% M a co 121 Ramp Running Slope 6 16.00 1.57 9.8% Length constructed must exceed 15 feet at a uniform running slope •-I 121 122 Sidewalk Running Slope 6 9.28 0.42 4.5% 0.5% to 5.0% Yes O EfO� 200 201 Ramp Running Slope 6 8.93 0.39 4.4% 0.5% to 8.3% 200 85+30.23 43.70 698.43 Y W 200 217 Crosswalk Cross Slope - No Yield Condition 6 7.96 -0.15 -1.9% 0.8% to 5.0% 201 85+21.30 43.71 698.82 LU 202 85+22.23 48.62 698.89 201 202 Landing/Turning Space 4 5.00 0.07 1.4% 0.1% to 2.0% 203 85+22.98 52.55 699.19 201 210 Landing/Turning Space 6 5.09 0.07 1.4% 0.1% to 2.0% 204 205 85+24.03 85+24.30 64.50 67.52 700.08 700.19UJ Z 201 216 Landing/Turning Space 6 7.86 -0.12 -1.5% 9.1% to 2.0% 206 85+20.44 67.54 700.27 Q 202 204 Ramp Running Slope 4 16.00 1.19 7.4% 0.5% to 8.3% Yes 207 85+20.05 64.85 700.15 i !^ V/ 202 209 Landing/Turning Space 4 5.00 0.07 1.4% 0.1% to 2.0% 208 85+19.05 53.30 699.27 V N 204 205 Sidewalk Running Slope 4 3.03 0.11 3.6% 0.5% to 5.0% 209 85+17.32 49.55 698.96 204 207 Sidewalk Cross Slope 4 4.00 0.07 1.7% 0.5% to 2.0% Yes 210 85+16.21 43.71 698.89 205 206 Match Existing Cross Slope 4 3.86 0.08 2.1% Match Existing Transition cross slope 211 85+08.23 43.71 698.95 206 207 Sidewalk Running Slope 4 2.72 -0.12 -4.4% 0.5% to 5.0% Yes 212 85+08.28 35.88 698.83 207 209 Ramp Running Slope 4 16.00 -1.19 -7.4% 0.5% to 8.3% Yes 213 85+16.28 35.86 698.77 209 210 Landing/Turning Space 4 5.95 -0.07 -1.2% 0.1% to 2.0% 214 85+16.25 23.37 697.90 210 211 Sidewalk Running Slope 6 7.98 0.06 0.8% 0.5% to 5.0% 215 85+21.25 25.76 698.04 210 213 Landing/Turning Space 6 7.85 -0.12 -1.5% 0.1% to 2.0% 216 85+21.28 35.84 698.70 2 Sidewalk Cross Slope 6 7.84 -0.12 -1.5% 0.5% to 2.0% 217 85+29.08 35.82 698.28 3 Sidewalk RunningSlope 6 8.00 -0.06 -0.8% 0.5% to 5.0% 218 85+00.24 43.72 698.79 LL Project No. 1151079 Sheet S.8 O E8 � ; w U Nag Q ru 3 �<m O NNqqS rc mp �Uq d, d U Z z O w LU I-- > a z - O v U O W wU) a z a J Q M a C46 O o LU W J Q Q J LU Z o N q Project No: 1151079 Sheet SA 113-10 04-18-17 SIDEWALK COMPLIANCE See S Sheets * Does not include curb Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. Refer to tabulation 113-01 for bid quantities. Staking pp p-_f0E INFPRFI}1TION ONLY: PCC Distance* 4 Elevation Slope Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Sidewalk Constructed Range on this Slope Initials Remarks O Quadrant? t N (1 St8[ fn (-. ' Offset Elevation FT FT % Pos. or NeR. % � c Lli l 7 1�1 1 213 214 Ramp Running Slope 6 12.49 -0.87 -7.0% 0.5% to 8.3 219 85+00.29 35.90 698.67 213 216 Landing/Turning Space 6 5.08 -0.07 -1.4% 0.1% to 2.0% _ �) /sl C ntf 214 215 Crosswalk Cross Slope - No Yield Condition 6 5.55 0.14 2.5% 0.0% to 5.0% CITY f� L(L Lh 1 215 216 Ramp Running Slope 6 10.08 0.66 6.5% 8.5% to 8.3% ;QFFCq CITY E� JA Cf Y+ 216 217 Ramp Running Slope 6 7.80 -0.42 -5.4% 0.5% to 8.3% 1 211 218 Sidewalk Running Slope 6 7.98 -0.16 -2.0% 0.5% to 5.0% 212 219 Sidewalk Running Slope 6 8.00 -0.16 -2.0% B.5% to 5.0% 218 219 Match Existing Cross Slope 6 7.82 -0.12 -1.5% Match Existing 300 301 Ramp Running Slope 6 4.90 0.24 4.9% 0.5% to 8.3% 300 85+28.22 -34.52 698.49 300 311 Crosswalk Cross Slope - No Yield Condition 6 5.52 0.06 1.1% 0.0% to 5.0% 301 85+23.32 -34.51 698.73 301 302 Ramp Running Slope 6 5.79 -0.31 -5.4% 9.5% to 8.3% 302 85+23.33 -28.72 698.42 301 304 Landing/Turning Space 4 5.00 -0.07 -1.4% 0.1% to 2.0% 303 85+18.33 -25.33 698.36 301 309 Landing/Turning Space 4 5.00 0.07 1.4% 0.1% to 2.0% 304 85+18.32 -34.50 698.66 302 303 Crosswalk Cross Slope - No Yield Condition 6 6.04 -0.06 -1.0% 0.0% to 5.0% 305 85+13.32 -34.50 698.59 303 304 Ramp Running Slope 6 9.17 0.30 3.3% 0.5% to 8.3% 306 85+07.11 -35.55 698.43 304 305 Landing/Turning Space 4 5.00 -0.07 -1.4% 0.1% to 2.0% 307 85+07.27 -39.50 698.52 305 306 Sidewalk Running Slope 4 6.29 -0.16 -2.5% 0.5% to 5.0% 308 85+13.32 -39.50 698.66 305 308 Landing/Turning Space 4 5.00 0.07 1.4% 0.1% to 2.0% 309 85+23.31 -39.52 698.80 306 307 Match Existing Cross Slope 4 3.95 0.09 2.3% Match Existing Transition cross slope 310 85+23.31 -40.02 699.47 307 308 Sidewalk Running Slope 4 6.05 0.14 2.3% 0.5% to 5.0% 311 85+30.56 -39.53 698.55 308 309 Landing/Turning Space 4 9.99 0.14 1.4% 0.1% to 2.0% 312 85+13.32 -40.00 699.33 309 311 Ramp Running Slope 6 7.25 -0.25 -3.4% 0.5% to 8.3% Points, 310 and 312 refer to the top of curb O E8 � ; w U Nag Q ru 3 �<m O NNqqS rc mp �Uq d, d U Z z O w LU I-- > a z - O v U O W wU) a z a J Q M a C46 O o LU W J Q Q J LU Z o N q Project No: 1151079 Sheet SA Points, 310 and 312 refer to the top of curb m o� g U) sa d u8i LL � m � a 0 - N ' o n 0 N N ; o .. z° TF w 1 a 3 O 8 m t7 m $'09 e ° a w 9 O yvi� z Op- m���w o�w m U Z Z - O w LU I- > a z - O U U O W W Cn Z (-) Cf) J a a M a �S 0 U C� W W J Q z a J w Z o N �t rn Project No: 1151079 Sheet S.9 SIDEWALK COMPLIANCE see S Sheets YYa: - ' Does not include curb c Staking rNjfired by Contracting Authority per Article 2511.03 of the Standard Specifications. Refer to tab tion 113-01 for bid Quantities. FILED Staking FOR INFO RMA TION ONLY: PCC Distance' d Elevation Slope Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Sidewalk Constructed Range on this Slope Initials Remarks Point Station Offset Elevation Quadrant? AM 2018 MAY 15 AM 8: 29 FT FT % POS. Or Ne X ° 213 214 Ramp Running Slope 6 12.49 -0.87 -7.0% 0.5% to 8.3% 219 85+ 35.90 698.67 213 216 Landing/Turning Space 6 5.00 -0.07 -1.4% 0.1% to 2.0% CITY CLERK 214 215 Crosswalk Cross Slope - N ield Condition 6 5.55 0.14 2.5% 0.0% to 5.0% CITY, 101`1 215 216 Ramp Running Slope 6 10.08 0.66 6.5% 0.5% to 8.3% to `��q 216 217 Ramp Running Slope 6 7.80 -0.42 -5.4% 0.5% to 8.3% 211 218 Sidewalk Running Slope 6 7.98 -0.16 -2.0% 0.5% to 5.0% 212 219 Sidewalk Running Slope 6 8.00 -0.16 -2.0% 0.5% to 5.0% - 216 219 Match Existing Cross Slope 6 ].82 -0.12 -1.5% Match Existing 300 301 Ramp Running Slope 4.90 0.24 4.9% 0.5% to 8.3% 300 65+28.22 -34.52 698.49 300 311 Crosswalk Cross Slope - No Yield Condition 6 5.52 0.06 1.1% 0.0% to 5.0% 301 85+23.32 -34.51 698.73 301 302 Ramp Running Slope 6 5.79 -0.31 -5.4% 0.5% to 8.3% j 302 85+23.33 -28.]2 698.42 301 304 Landing/Turning Space 4 0 -0.07 -1.4% 0.1% to 2.0% 1 303 85+18.33 -25.33 698.36 301 309 Landing/Turning Space 4 5.0 0.07 1.4% 0.1% to 2.0% j 304 85+16.32 -34.50 698.66 302 303 Crosswalk Cross Slope - No Yield Condition 6 6.04 -0.06 -1.0% 0.0% to 5.0% 305 85+13.32 -34.50 698.59 303 304 Ramp Running Slope 6 9.17 0.30 3.3% 0.5% to 8.3% / 306 85+07.11 -35.55 698.43 304 305 Landing/Turning Space 4 5.00 -0. -1.4% 0.1% to 2.0% 307 85+07.27 -39.50 698.52 305 306 Sidewalk Running Slope 4 6.29 -0.16 -2.5% 0.5% to 5.0% 30885+13.32 -39.50 698.66 305 308 Landing/Turning Space 4 5.00 0.07 .4% 0.1% to 2.0% 309 85+23.31 -39.52 598.80 306 307 Match Existing Cross Slope 4 3.95 0.09 2. Match Existing ansition cross slope 310 85+23.31 -40.02 699.47 307 308 ewalk Slo e 308 309 Landing/TurninggSpace 4 9.99 0.14 1.4% 0.1% to 2.0% IZ 312 85+13.32 -40.00 698.33 309 311 Ramp Running Slope 6 7.25 -0.25 -3.41 % to 8.3% Points, 310 and 312 refer to the top of curb m o� g U) sa d u8i LL � m � a 0 - N ' o n 0 N N ; o .. z° TF w 1 a 3 O 8 m t7 m $'09 e ° a w 9 O yvi� z Op- m���w o�w m U Z Z - O w LU I- > a z - O U U O W W Cn Z (-) Cf) J a a M a �S 0 U C� W W J Q z a J w Z o N �t rn Project No: 1151079 Sheet S.9 Ui O CJi O� (P 1 tIO (J) O 730.69 _-' 29.04 727.29. FG 730.64 ^1 731.37 - 1 FG 728.83 FG 727.08 n + fJ 729.56 O 727.82 a O Q —£ O 731.35 a a £ E 728.71 727.08 9 4 LANE TO 3 LANE CONVERSION CROSS SECTIONS -MORMON TREK BLVD sown carr, JlOWA MDMS BE°mie ,•°=,o� ' TeFnkatWSMN:05,1"10i/8 P: OsrdaRR°AProject No 1151079 Sheet W. 1SNYDER &ASSOCIATES, INC. 319-362-9394 STREET N N W . eY Cyl CD o f O 725.52 723.69 ',. ', '.,. ' 721.90 - -- O N FC 725.23 v-- p> 'f 723 33 + fG 721.52 v X O T 725-W , 11 U'l O 0 % 24.07 _ _ OO. 722.26 _ O o o In 725.74 £ 724.29 O £ 721.94 i 14 - -- -- --.-__ co-- L� O � W - i - -- - i O O O J O J J J O U1 O '--- CP O O 9 4 LANE TO 3 LANE CONVERSION CROSS SECTIONS -MORMON TREK BLVD sown carr, JlOWA MDMS BE°mie ,•°=,o� ' TeFnkatWSMN:05,1"10i/8 P: OsrdaRR°AProject No 1151079 Sheet W. 1SNYDER &ASSOCIATES, INC. 319-362-9394 STREET eY F N O J20.06 --- 716.113 716.29 41 J 1 -4 _ O t G 719.66 FG 717.76 O FG 715.66 + -4 O A 720.40_ o ,;716.50 O O ]16.60 (Jtn 716.68—p p 720.37 716.45 = 01 ' O 00 p I o _ _ p NJ v (>> } o o cn o o o cJ, J J .J V O V1.0.bn \C/q%S�mMN\xan .\S v4vi\ n e\9u,..-G M1M1 O LT O Cn O _ O Cn O cn _ . N O J20.06 --- 716.113 716.29 41 J 1 -4 _ O t G 719.66 FG 717.76 O FG 715.66 + -4 O A 720.40_ o ,;716.50 O O ]16.60 (Jtn 716.68—p p 720.37 716.45 = 01 ' O 00 p I o _ _ p NJ v (>> } o o cn o o o cJ, J J .J V O J j O LT O O 712.75 0 -1714.34N W N J O + N FG 71}.69 o FG 711.96 � O _ A o 714.63 O j 712.54 O ('n712.70, p w .a7 CA C) O O. m co _ N O 0 4 LANE TO 3 LANE CONVERSION SECTIONS - MORMON TREK BLVD IOWA CITY, BY owe � TAC 1'= _ uo N T . RWS 05/14/18 reser. aaa: ASSOCIATES, INC. 1TECE0RAISa ProotN^ 1151079SNYDER& Sheet W.z 319-364.939, �.enY,e,es,wtee 4-e (s) Prepared by: Scott Sovers, Sr. Civil Engineer, Public Works, 410 E. Washington St., Iowa City, IA 52240, (319)356-5142 ' Resolution No. 18-154 Resolution setting a public hearing on May 29, 2018 on plans, specifications, form of contract, and estimate of cost for the construction of the Mormon Trek Boulevard Four Lane to Three Lane Conversion and Lighting Improvements, 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 Mormon Trek Boulevard Three Lane Conversion account # S3868. Now, therefore, be it resolved by the Council of the City of Iowa City, Iowa, that: 1. 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 29th day of May 2018, 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. 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. A 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 15th day of May 2018 Ma or Attest: �J City Clerk p ved by City Attorney's Office It was moved by Botchwav and seconded by Taylor the Resolution be adopted, and upon roll call there were: Ayes: i� Nays: Absent: Botchway Cole Mims Salih Taylor Thomas Throgmorton A. Cr @dla PRESS -CITIZEN MEDIA PART OF THE USA TODAY NETWORK CITY OF IOWA CITY ICPD 410 E WASHINGTON ST IOWA CITY IA522401825 AFFIDAVIT OF PUBLICATION state of Wisconsin County of Brown, ss.: The undersigned, being first duly swam on oath, states that the Iowa City Press Citizen, a corporation duly organized and existing under the laws of the State of Iowa, with its principal place of business in Iowa City, Iowa, the publisher of Iowa City Press Citizen newspaper of general circulation printed and published in the City of Iowa City, Johnson County, Iowa, and that an advertisement, a printed copy of which is attached as Exhibit "A" and made part of this affidavit, was printed and published in Iowa City Press Citizen on the following dates: Ad No. Start Date: Run Dates: 0002927912 5121/18 05121/18 $34.03 Copy of Advertisement Exhibit "A" Subscribed and swam to before me by said affiant this 21th day of May, 2018 KYu�� 4NOtary G E<T p r10TARy — Commission expires _ 411b.UBLIC •® z a •. notice is hereby given that ;itv Council of the City of City Iowa, will con -duct a 'hearing on plans, ications, form of contract estimated cost for the uction of the Mormon Trek Lane to Three Lane xsion and Lighting ivements in said cit yp at 7:00 on the 29th day of May, 2018, meetingg to be held in the s J. Iiarvat all in the City 410 E. Washington Street in city, or if said meeting is fled, at the next meeting of City Council thereafter as 3 by the City, Clerk. nlanc cnprificatiOIIS. form of now on file in the office of the City Clerk in the City Hall in Iowa City, Iowa, and may be inspected by Vinterested persons. y interested persons may a pear at said meeting of the City Council for the purpose of making objections to and comments concerning said plans specifications, contract or the cosi Opmaking said improvement. This notice is given by order of the City Council of the City of Iowa City, Iowa and as rovidedby law. KELLIE FRURLING, CITY CLERK Prepared by: Scott Sovers, Sr. Civil Engineer, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5142 Resolution No. 18-181 Resolution approving plans, specifications, form of agreement, and estimate of cost for the construction of the Mormon Trek Boulevard Four Lane to Three Lane Conversion and Lighting Improvements, establishing amount of bid security to accompany each bid, directing City Clerk to post 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, the City Engineer or designee intends to post notice of the project on the website owned and maintained by the City of Iowa City; and Whereas, funds for this project are available in the Mormon Trek Boulevard Three Lane Conversion account # S3868. 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 post notice as required in Section 26.3, not less than 13 days and not more than 45 days before the date of the bid letting, which may be satisfied by timely posting notice on the Construction Update Network, operated by the Master Builder of Iowa, and the Iowa League of Cities website. 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 3:00 p.m. on the 26th day of June, 2018. 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 3" day of July, 2018, or at a special meeting called for that purpose. Passed and approved this 29th day of May 2018. MM or Attest: ' CityClerk proved City Attorney's Office I IJ Resolution No. 18-181 Page 2 It was moved by trims and seconded by Botchway the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: x Botchway x Cole x Mims x Salih x Taylor x Thomas x Throgmorton f �0o, _][:"edia PRESS -CITIZEN MEDIA PART OF THE USA TODAY NETWORK CITY OF IOWA CITY ICPD 410 E WASHINGTON ST IOWACITY IA522401825 AFFIDAVIT OF PUBLICATION State of Wisconsin County of Brown, as.: The undersigned, being first duly sworn on oath, states that the Iowa City Press Citizen, a corporation duly organized and existing under the laws of the State of Iowa, with its principal place of business in Iowa City, Iowa, the publisher of Iowa City Press Citizen newspaper of general circulation printed and published in the City of Iowa City, Johnson County, Iowa, and that an advertisement, a printed copy of which is attached as Exhibit "A" and made part of this affidavit, was printed and published in Iowa City Press Citizen on the following dates: Ad No. Start Date: Run Dates: Cost: 0002992683 6126/18 06/26/18 $24,71 Copy of Advertisement Exhibit"A" Subscnb d and sworn to before me by said affiant this 26th day of June 2018 Fly WI /ILi �a -10.2021.10.2021 Commission expires TARA MIONDLOCH Not4 Public State of lWisconsin f Public storm water n w from w Creek. Storm Water Iowa large will be t sidewalk located in of Section 17 icon County. am this work storm sewers submitted to Discharge apartment of k:du p.m., at the has been i o IOWA LEAGUE 4fCITIES CERTIFICATE The Iowa League of Cities an entity organized under the laws of Iowa as an instrumentality of its member cities, with its principal place of business in Des Moines, Polk County, Iowa, does hereby certify that I am now and was at the time hereinafter mentioned, the duly qualified and acting Executive Director of the Iowa League of Cities, and that as such Executive Director of the League and by full authority from the Executive Board, I have caused a NOTICE TO BIDDERS Notice to Bidders - Mormon Trek Boulevard Four Lane to Three Lane Conversion and Lighting Improvements Classified ID: 110593 A printed copy of which is attached and made part of this certificate, provided on 05/30/2018 to be posted on the Iowa League of Cities' internet site on the following date: May 0 , 2018 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. 5/30/2018 Alan Kemp, Executive Director NOTICE TO BIDDERS MORMON TREK BOULEVARD FOUR LANE TO THREE LANE CONVERSION AND LIGHTING IMPROVEMENTS Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 26"' day of June 2018. Sealed proposals will be opened immediately thereafter. 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 3d day of July 2018, or at special meeting called for that purpose. The Project will involve the following: This is a lane conversion project from the existing four lane section to a three lane section consisting of two thru lanes and a continuous two -way -left -tum lane with dedicated bike lanes in each direction along Mormon Trek Blvd from Westside Dr to Melrose Ave. The project also includes adding a right -turn lane northbound at W Benton St, pavement patching throughout the project area, updating traffic signals, and replacement of sidewalk ramps at Walden Sq/Cameron Way, W Benton St, and Rohret Rd/Cae Dr for ADA compliance. The project also includes street lighting improvements along Mormon Trek Blvd from Melrose Ave to the separated railroad crossing south of 2nd St as a separate Division of work. All work is to be done in strict compliance with the plans and specifications prepared by Snyder & Associates, Inc., of Cedar Rapids, 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 submitted in a sealed envelope. In addition, a separate sealed envelope shall be submitted containing a completed Bidder Status Form and 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 maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. The City shall retain the bid security fumished by the successful bidder until the approved contract form has been executed, a bond has been filed by the bidder guaranteeing the performance of the contract, and the contract and bond have been approved by the City. The City shall promptly return the checks or bidder's bonds of unsuccessful bidders to the bidders as soon as the successful bidder is determined or within thirty days, whichever is sooner. 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. AF -1 The following limitations shall apply to this Project: Project Completion Date: May 31, 2019 Late Start Date: July 23, 2018 Liquidated Damages: $1,000 per day Stages 1 — 6 Completion Date: November 15, 2018 Liquidated Damages: $500 per day Closure of Walden Square will be limited to 16 calendar days. The plans, specifications and proposed contract documents may be examined at the office of the City Clerk. Copies of said plans and specifications and form of proposal blanks may be secured at the Technigraphics, 415 Highland Ave #100, Iowa City, IA 52240, by bona fide bidders. A $30 deposit is required for each set of plans and specifications provided to bidders or other interested persons. The deposit shall be in the form of a check, made payable to The City of Iowa City. The deposit is refundable if returned within 14 days of award of the project by City Council, if in re -usable condition. 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 Inspections and Appeals at (515) 281-5796 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 subcontract. 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 quantities, 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 required 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. Posted upon order of the City Council of Iowa City, Iowa KELLIE FRUEHLING, CITY CLERK F-119% Julie Voparil From: Cindy Adams <CAdams@mbionline.com> Sent: Thursday, May 31, 2018 3:43 PM To: Julie Voparil Subject: Certificate for Notice to Bidders Attachments: 5.31.18 notice to bidders.pdf Certificate The undersigned, being first duly sworn on oath, states that The Construction Update Plan Room Network ("CU Network") is a corporation duly organized and existing under the laws of the State of Iowa, with its principal place of business in Des Moines, Polk County, Iowa. The undersigned also states that he is now and was at the time hereinafter mentioned, the duly qualified and acting President / CEO of the CU Network, and that as such President / CEO of the CU Network and by full authority from the Executive Board, he caused a NOTICE TO BIDDERS Mormon Trek Boulevard Four Lane To Three Lane Conversion and Lighting Improvements Iowa City Landfill and Recycling Center Dual Extraction System Construction Creekside Park Improvements 2018 Project Melrose Avenue Fiber Optic Extension Project A printed copy of which is attached and made part of this certificate, to be posted in the Construction Update Network Plan Room, a relevant contractor plan room service with statewide circulation and a relevant contractor lead generating service with statewide circulation, on the following date(s): May 31, 2018 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. May 31, 2018 [� "' Date President/CEO of The Construction Update Plan Room Network Cindy Adams — Project Information Specialist Construction Update powered by ConstructConnect 221 Park Street — PO Box 695 - Des Moines, Iowa 50306 (D) 515.657.4388 (0) 515.288.7339 Fax: 515-288-8718 (e) mbiplanroom-dsm@mbionline.com www.mbionline.com Proiect Information Find w o Follow us on Social Medial 91 Facebook RECEIVE® NOTICE TO BIDDERS MAY 3 0 2018 MORMON TREK BOULEVARD FOUR LANE TO THREE LANE CONVERSION AND LIGHTING IMPROVEMENTS Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 2e day of June 2018. Sealed proposals will be opened immediately thereafter. 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 3d day of July 2018, or at special meeting called for that purpose. The Project will involve the following: This is a lane conversion project from the existing four lane section to a three lane section consisting of two thru lanes and a continuous two -way -left -turn lane with dedicated bike lanes in each direction along Mormon Trek Blvd from Westside Dr to Melrose Ave. The project also Includes adding a right -turn lane northbound at W Benton St, pavement patching throughout the project area, updating traffic signals, and replacement of sidewalk ramps at Walden Sq/Cameron Way, W Benton St, and Rohret Rd/Cae Dr for ADA compliance. The project also includes street lighting improvements along Mormon Trek Blvd from Melrose Ave to the separated railroad crossing south of 2nd St as a separate Division of work. All work is to be done in strict compliance with the plans and specifications prepared by Snyder & Associates, Inc., of Cedar Rapids, 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 submitted in a sealed envelope. In addition, a separate sealed envelope shall be submitted containing a completed Bidder Status Form and 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 CIN 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 maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. The City shall retain the bid security furnished by the successful bidder until the approved contract form has been executed, a bond has been filed by the bidder guaranteeing the performance of the contract, and the contract and bond have been approved by the City. The City shall promptly return the checks or bidder's bonds of unsuccessful bidders to the bidders as soon as the successful bidder is determined or within thirty days, whichever is sooner. The successful bidder will be required to fumish 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. AF -1 The following limitations shall apply to this Project Project Completion Date: May 31, 2019 Late Start Date: July 23, 2018 Liquidated Damages: $1,000 per day Stages 1 — 6 Completion Date: November 15, 2018 Liquidated Damages: $500 per day Closure of Walden Square will be limited to 16 calendar days. The plans, specifications and proposed contract documents may be examined at the office of the City Clerk. Copies of said plans and specifications and form of proposal blanks may be secured at the Technigraphics, 415 Highland Ave #100, Iowa City, IA 52240, by bona fide bidders. A $30 deposit is required for each set of plans and specifications provided to bidders or other interested persons. The deposit shall be In the form of a check, made payable to The City of Iowa City. The deposit is refundable If returned within 14 days of award of the project by City Council, if in re -usable condition. 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 Inspections and Appeals at (515) 281-5796 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 subcontract. 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 quantities, 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 required 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. Posted upon order of the City Council of Iowa City, Iowa. KELLIE FRUEHLING, CITY CLERK AF -2 Prepared by: Scott Sovers, Sr. Civil Engineer, Public Works, 410 E. Washington St., Iowa City, IA 52.240 (319)356-5142 Resolution No. 18-190 Resolution awarding contract and authorizing the Mayor to sign and the City Clerk to attest a contract for construction of the Mormon Trek Boulevard Four Lane to Three Lane Conversion and Lighting Improvements Project Whereas, All American Concrete, Inc. of West Liberty, Iowa, has submitted the lowest responsible bid of $1,416,119.68 for construction of the above-named project; and Whereas, funds for this project are available in the Mormon Trek Boulevard Three Lane Conversion account # S3868; and Whereas, The City Engineer and City Manager are authorized to execute change orders according to the City's Purchasing Policy as they may become necessary in the construction of the above-named project. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that The contract for the construction of the above-named project is hereby awarded to All American Concrete, Inc., subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. 2. The Mayor is hereby authorized to sign and the City Clerk to attest the contract for construction of the above-named project, subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. Passed and approved this 3rd day of July 2018 G /, Ma or Approved by /r / Attes �c,L�p Yrin c ROMA-y7_�q� City Clerk t City Attorney's Office 40 Z It was moved by trims and seconded by Thomas the Resolution be adopted, and upon roll call there were Ayes: Nays: Absent: X Botchway X Cole X Mims X Salih X Taylor X Thomas X Throgmorton I N. Bond Number SY94088 PERFORMANCE AND PAYMENT BOND All American Concrete, Inc., 1489 Highway 6, West Liberty IA 52776 , as (insert the name and address or legal title of the Contractor) Principal, hereinafter called the Contractor and IMT Insurance Company (insert the legal title of the Surety) P O Box 1336, Des Moines IA 50306 as Surety, hereinafter called the Surety, are held and firmly bound unto the City of Iowa City, Iowa, as obligee, hereinafter One Million Four Hundred Sixteen Thousand One Hundred Nineteen & 68/100ths called the Owner, in the amount of Dollars ($ 1,416,119.68--- --------------------------------- — ) 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 -73/19 entered into a (date) Mormon Trek Boulevard Four Lane to Three Lane Conversion & Lighting Improvements written Agreement with Owner for Project; and WHEREAS, the Agreement requires execution of this Performance and Payment Bond, to be completed by Contractor, in accordance with plans and specifications prepared by 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 rude by the Owner. c T B. Whenever Contractor shall be, and is declared by Owner to be, incalefaulf*nderie an Agreement, the Owner having performed Owner's obligations thereundoGAe $rtrety promptly remedy the default, or shall promptly: 1. Complete the Project in accordance with the terms and cdnditiofA 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 0 funds to pay the cost of completion, less the balance of the Contract Price, but not exceeding the amount set forth in the first paragraph hereof. The term "balance of the Contract Price," as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Agreement, together with any addenda and/or amendments thereto, less the amount properly paid by Owner to 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- 0 tors, all claims due them for labor performed or materials furnished in the�erfor=nce of the Agreement for whose benefit this bond is given. The provisions of Chapter 57%V dmf lowzre a part of this bond to the same extent as if it were expressly set out herein. c-2-4' w r <r— p M rn SIGNED AND SEALED THIS DAY OF 20 Ln IN THE PRESENCE OF: Witness 11#s 73Ma All American Concrete Inc. (Princip V tr.e ,,esidc^,t" (Title) IMT Insurance Company (Surety) j4 Df",ity Nancy D. at, (Title) Attorney -in -Fact 4200 University Avenue #200 (Street) West Des Moines IA 50266 (City, State, Zip) 515-244-0166 (Phone) IMT INSURANCE m POWER OF ATTORNEY Know All Persons By These Presents, that IMT Insurance Company a corporation duly organized under the laws of the State of Iowa, and having its principal office in the City of West Des Moines, County of Polk, State of Iowa, hath made, constituted and appointed, and does by these presents make, constitute and appoint Jeffrey R. Baker, Nancy D. Baltutat, Patrick K. Duff, Mark E. Keairnes, Greg T. LaMair, Joseph I. Schmit, Christopher R. Seiberling, and Jill Shaffer of West Des Moines and State of Iowa its true and lawful Attomey-in-Fact, with full power and authority hereby conferred in its name, place and stead, to sign, execute, acknowledge and deliver in its behalf as surety any and all bonds, under- takings, recognizances or other written obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of: *****Unlimited Amounts***** and to bind IMT Insurance Company thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of IMT Insurance Company, and all such acts of said Attorney -in -Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This Power-of-Attomey is made and executed pursuant to and by authority of the following By -Laws adopted by the Board of Directors of IMT Insurance Company on December 18, 1998. ARTICLE VIII, SECTION 4. - The President or any Vice President or Secretary shall have the authority to appoint Attorneys In Fact and to authorize them to execute on behalf of the Company, and attach thereto the Corporate Seal, bonds, undertakings, recognizances, con- tracts of indemnity or other obligatory writings, excluding insurance policies and endorsements. ARTICLE VIII, SECTION 5. - The signature of any authorized officer and the Corporate Seal may be affixed by facsimile to any Power of Attorney authorizing the execution and delivery of any of the instruments described in Article VIII, Section 4 of the By -Laws. Such facsimile signature and seal shall have the same force and effect as though manually affixed. In Witness Whereof, IMT Insurance Company has caused these presents to be signed by its President and its corporate seal to be hereto affixed, this day of 2018 IMT Insurance Company Z/� �g4 Sean Kennedy, President i_ STATE OF IOWA as: COUNTY OF POLK r'+`R _ o On this day of , 2018 , before me appeared Sea"ennedfRo me personally known, who being by me duly sworn did say that he is President of the MT Insurance Company, the co tt n cni dWe foregoing instrument, and that the Seal affixed to the said instrument is the Corporate Seal of the said Corporation an he dins m nt was signed and sealed in behalf of said Corporation by, authority of its Board of Directors. n-< IV In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of West-BE.WoifA, Iowa, the day and year first above written. �t a T �rp"4 M[S HNA 8 ,®..1 { C CpAM15$gN N0.) "Es ur s rwrsrs Notary Public, Polk County, Iowa V crt CERTIFICATE 1, Dalene Holland, Secretary of the IMT Insurance Company do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY, executed by said the IMT Insurance Company, which is still in force and effect. In Witness Whereof, I have hereunto set my hand and affixed the Seal of the Company on day of 2018 ZF Dalene Holland, Secretary=..4� +.� _«-=?2 Os SY 06 06 (12/17) ENGINEER'S REPORT May 11, 2020 City Clerk Iowa City, Iowa �r sur p CITY OF IOWA CITY 410 East Washington Street Iowa City, Iowa 52240-1826 (319) 356-5000 (319) 356.5009 FAX www. kgvv:o rg Re: Mormon Trek Boulevard Four Lane to Three Lane Conversion and Lighting Improvements Dear City Clerk: I hereby certify that the construction of the Mormon Trek Boulevard Four Lane to Three Lane Conversion and Lighting Improvements Project has been completed by All American Concrete, Inc. of West Liberty, IA in substantial accordance with the plans and specifications prepared by Snyder and Associates, Inc.. The project was bid as a unit price contract and the final contract price is $ 1,606,161.03. There were four (4) change or extra work orders for the project as described below: Change Order Description 1. Storm sewer intake top & throat replacement and supply and installation of signal detection equipment. 2. Additional temporary traffic control, temporary business signs and traffic signal pedestal poles. 3. Sodding unit price adjustment. 4. Reapplication of painted pavement markings TOTAL Net Contract Change $ 15,863.22 $10,293.66 $7,249.10 $11.000.00 $ 44,405.98 I recommend that the above -referenced improvements be accepted by the City of Iowa City. Sincerely, Jason Havel, P.E. City Engineer In Prepared by: Scott Sovers, Asst. City Engineer, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5142 Resolution No. 20-126 Resolution accepting the work for the Mormon Trek Boulevard Four Lane to Three Lane Conversion and Lighting Improvements Project. Whereas, the Engineering Division has recommended that the work for construction of the Mormon Trek Four Lane to Three Lane Conversion and Lighting Improvements Project, as included in a contract between the City of Iowa City and All American Concrete, Inc. of West Liberty, Iowa, dated July 23, 2018, be accepted; and Whereas, the Engineer's Report and the performance, payment and maintenance bond have been filed in the City Clerk's office; and Whereas, funds for this project are available in the Mormon Trek Boulevard Three Lane Conversion account # S3868; and Whereas, the final contract price is $1,606,161.03. 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 19th day of May 2020 Ma&br Attest: 10 City Clerk It was moved by Salih adopted, and upon roll call there were: Ayes: and seconded by Nays: 7 oved by e L wY 4(7x/, ` City Attorney's Office — 05/14/2020 iner the Resolution be Absent: x Bergus x Mims x Salih x Taylor x Teague x Thomas % Weiner