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HomeMy WebLinkAbout2020 LOWER MUSCATINE AREA STORM SEWER IMPROVEMENT 2020 LOWER MUSCATINE AREA STORM SEWER IMPROVEMENT PROJECT 06-Apr-2020 Plans, Specs, proposal and contract, estimate of cost 07-Apr-2020 Res 20-91, setting a public hearing 17-Apr-2020 Notice of public hearing 21-Apr 2020 Res 20-100, approving project manual and estimate of cost. 06-May-2020 Notice to bidders 19-May-2020 Res 20-129, awarding contract(Metro Pavers) 01-Jun-2020 Contract 09-Dec-2021 Engineer's report 10-Dec-2021 Performance, payment and maintenance bond 14-Dec-2021 Res 21-305, accepting the work r 1 ma ::III ava As an &fir City o IOWA CITY A UNESCO CITY OF LITERATURE PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION PROJECT MANUAL FOR THE --� "' fir- = T FORMAL LOWER MUSCATINE AREA STORM SEWER =' IMPROVEMENTS PROJECT IOWA CITY, IOWA APRIL 6, 2020 0100 NOTICE TO BIDDERS LOWER MUSCATINE AREA STORM SEWER IMPROVEMENTS PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 12th day of May 2020. 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 19th day of May 2020, or at special meeting called for that purpose. The Project will involve the following: This project will construct approximately 1400 feet of Storm Sewer and Intakes along DeForest Ave and Ginter Ave in Iowa City, Iowa. Construction will inclide removal and replacement of 2200 square yards of roadway pavement and pedestrian curb ramp improvements. All work is to be done in strict compliance with the Project Manual prepared by Bolton & Menk, Inc, of Cedar Rapids, Iowa, which has 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 security 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 (in the form shown in Section 0510) 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 has been executed,the required Performance, Payment,and Maintenance Bond (as shown in Section 0510) has been filed by the bidder guaranteeing the performance of the contract, and the contract and security 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 Performance, Payment,and Maintenance Bond in an amount equal to one hundred percent(100%)of the contract price and in the form shown in Section 0510, 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. Lower Muscatine Area Storm Sewer Improvements Project 0100— Page 1 of 2 0005 CERTIFICATIONS PAGE I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly license P ofessional Engineer und r th laws of the State of \���\`\OF ES S Ip ,/i�'�i Iowa. Ll 6 0 D o< t) : • = Adrian L. Holmes Date r ADRIAN L. . w a HOLMES z = License Number: 17935 j". 17935 My license renewal date is December 31, 2021 • ••*�`� Pa es or sheets covered bythis seal: ►i�ii�i�A�``��\` All Pages CD Ct7y —. 1 tv Lower Muscatine area Storm Sewer Improvements Project 0005— Page 1 of 1 0010 TABLE OF CONTENTS PROJECT MANUAL 0005 CERTIFICATIONS PAGE 0010 TABLE OF CONTENTS 0100 NOTICE TO BIDDERS 0110 NOTICE OF PUBLIC HEARING 0200 INSTRUCTIONS TO BIDDERS 0400 PROPOSAL 0405 BIDDER STATUS FORM 0410 BID BOND FORM 0500 CONTRACT 0510 PERFORMANCE, PAYMENT, AND MAINTENANCE BOND 0520 CONTRACT COMPLIANCE 0530 WAGE THEFT POLICY SUDAS STANDARD SPECIFICATIONS GENERAL SUPPLEMENTAL SPECIFICATIONS SUPPLEMENTAL SPECIFICATIONS SPECIAL PROVISIONS PLANS Lower Muscatine area Storm Sewer Improvements Project 0010 — Page 1 of 1 The following limitations shall apply to this Project: Substantial Completion Date: August 13, 2020 Liquidated Damages: $500 per day The Project Manual may be examined at the office of the City Clerk. Copies thereof and blank forms may be secured at the office of Technigraphics, a division of Rapids Reproductions, located at 415 Highland Ave, Suite 100, Iowa City, Iowa, Phone: (319) 354-5950, Fax: (319) 354-8973, Toll-Free, (800) 779-0093, by bona fide bidders A $30 fee is required for each set of the Project Manual provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to The City of Iowa City. The fee is refundable if returned within 14 days of award of the project by City Council 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 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 list on the Contract its 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 N Lower Muscatine Area Storm Sewer Improvements Project 0100— Page 2 of 2 0110 NOTICE OF PUBLIC HEARING NOTICE OF PUBLIC HEARING ON PROJECT MANUAL AND ESTIMATED COST FOR THE LOWER MUSCATINE AREA STORM SEWER IMPROVEMENTS PROJECT IN THE CITY OF IOWA CITY, IOWA TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO OTHER INTERESTED PERSONS: Public notice is hereby given that the City Council of the City of Iowa City, Iowa, will conduct a public hearing on the Project Manual, including the plans, specifications, contract, and estimated cost for the construction of the Lower Muscatine Area Storm Sewer Improvements Project in said city at 7:00 p.m. on the 21st day of April 2020, said meeting to be held in the Emma J. Harvat Hall in the City Hall, 410 East Washington Street in said city, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. This project will construct approximately 1400 feet of Storm Sewer and Intakes along DeForest Ave and Ginter Ave in Iowa City, Iowa. Construction will inclide removal and replacement of 2200 square yards of roadway pavement and pedestrian curb ramp improvements Said Project Manual and estimated cost are now on file in the office of the City Clerk in the City Hall in Iowa City, Iowa, and may be inspected by any interested persons. Any interested persons may appear at said meeting of the City Council for the purpose of making objections to ands comments concerning said Project Manual or the cost of making said improvement. o'N ... This notice is given by order of the City Council of ;cam T' the City of Iowa City, Iowa and as provided by law. ; `0 Kellie K. Fruehling, City Clerk Lower Muscatine area Storm Sewer Improvements Project 0110— Page 1 of 1 0200 INSTRUCTIONS TO BIDDERS LOWER MUSCATINE AREA STORM SEWER IMPROVEMENTS PROJECT 1. Bid Submittals: a. Time, Date and Location: May 12, 2020 at 3:00pm City Clerk's Office 410 East Washington Street Iowa City, Iowa 52240 b. Submittals include two separate sealed envelopes: Envelope 1: Bid Security and Bidder Status Form Envelope 2: Proposal c. See Section 1020, as may be supplemented, for complete descriptions of proposal requirements and conditions. 2. Bidder Status: a. Use the Bidder Status Form included in Section 0405. b. Submit in accordance with 0200.2.b above. c. See Section 0405 for the Worksheet: Authorized to Transact Business and 875 Iowa Administrative Code Chapter 156 (73A), found at the following website: https://www.legis.iowa.qov/docs/iac/chapter/08-15-2018.875.156.pdf, for assistance in completing the form. 3. Bid Security: a. Use the Bid Bond Form included in Section 0410. b. Submit in accordance with 0200.2.b above. c. Bid security is 10% of the total bid, including all added alternates (do not deduct the amount of deducted alternates). d. See Section 1020, as may be supplemented, fora complete description of the bid security requirements. 4. Progress and Schedule: a. Contract Times: Substantial Completion Date: August 13, 2020 Liquidated Damages: $500 per day b. Work Restrictions: i. No work shall be done between 10:00 pm and 7:00 am without the approval of the Engineer, with the exception of saw cutting freshly pourec('concrete. ii. 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. c. Community Events: i. NA 5. Performance, Payment and Maintenance Bond: a. The successful bidder will be required to furnish a bond in an amount equal to one hundred percent (100%) of the contract price for a period of five (5) year(s) after its completion and formal acceptance by the City Council. b. Use the Performance, Payment, and Maintenance Bond Form included in Section 0510. Lower Muscatine Area Storm Sewer Improvements Project 0200 — Page 1 of 2 c. See Section 1070, Part 3, as may be supplemented, for a complete description of the bonding requirements. 6. Insurance Requirements: a. The City of Iowa City is to be listed on the required insurance certificate, as an additional insured on a primary and non-contributory basis. Review this requirement with your insurance broker prior to bidding. b. See Section 1070, Part 3, as may be supplemented, for a complete description of the insurance requirements. 7. Taxes: a. Sales Tax Exemption Certificates will be issued according to Section 1020 1.08 of the Supplemental Specifications. 8. Contract Compliance: a. For all contracts of $25,000 or more, the Contractor shall abide by the requirements of the City's Contract Compliance Program, as described in the Section 0520. 9. Wage Theft Policy: a. For all contracts of $25,000 or more, the Contractor shall abide by the requirements of the City's Wage Theft Policy, as described in Section 0520. 10. References: a. The successful bidder and all of its subcontractors are required to submit at least four(4)days prior to award three(3)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 based on past experience on projects with the City of Iowa City. b. References shall be addressed to the City Engineer and include the name,address and phone number of the contact person, for City verification. l" �a ia..j •• t.0 Lower Muscatine Area Storm Sewer Improvements Project 0200— Page 2 of 2 0400 PROPOSAL LOWER MUSCATINE AREA STORM SEWER IMPROVEMENTS PROJECT CITY OF IOWA CITY Please DO NOT USE the proposal included in the bound volume of the specifications. Separate copies of this form are contained with this document. The following documents must be submitted as printed. No alterations, additions, or deletions are allowed. If the Bidder notes a requirement in the contract documents that the Bidder believes will require a conditioned or unsolicited alternate bid, the Bidder must immediately notify the Engineer in writing. The Engineer will issue any necessary interpretation by an addendum. Name of Bidder: Address of Bidder: TO: City Clerk City of Iowa City City Hall 410 East Washington Street Iowa City, Iowa 52240 The undersigned bidder submits herewith bid security in the amount of $ , in accordance with the terms set forth in the Project Manual. The undersigned bidder, having examined and determined the scope of the Contract, hereby proposes to provide the required labor, services, materials and equipment and to perform the Project as described in the Project Manual, including Addenda , , and , and to do all work at the prices set forth herein. The undersigned bidder further proposes 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. The undersigned bidder certifies that this proposal is made in good faith„_andrwithout 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 and agrees that, in the event of any discrepancies or differences between the various'Items included in the Contract, Supplemental Specification Section 1040, 1.03 shall govern. Lower Muscatine Area Storm Sewer Improvements Project 0400 — Page 1 of 6 ITEM ESTIMATED EXTENDED NO. DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT BASE BID 1 CLEARING AND GRUBBING LS 1 $ $ 2 TOPSOIL, ON-SITE CY 350 $ $ 3 TOPSOIL, OFF-SITE CY 350 $ $ 4 EXCAVATION, CLASS 10 CY 1500 $ $ 5 BELOW GRADE EXCAVATION (CORE CY 178 $ $ OUT) 6 SUBGRADE PREPARATION SY 5326 $ $ 7 SUBBASE, MODIFIED, 6-INCH SY 4890 $ $ 8 EXPLORATORY EXCAVATION HR 4 $ $ 9 TRENCH FOUNDATION TON 50 $ $ 10 STORM SEWER, TRENCHED, RCP, LF 9 $ $ 12" 11 STORM SEWER, TRENCHED, RCP, LF 822 $ $ 15 12 STORM SEWER, TRENCHED, RCP, LF 306 $ $ 18" STORM SEWER, TRENCHED,RCP, 13 LF 236 $ $ 29"X18" ARCH 14 STORM SEWER, TRENCHED,RCP, 30" LF 430 $ $ 15 REMOVAL OF STORM SEWER, LESS LF 285 $ $ THAN 36" 16 SUBDRAIN, 6-INCH DIA, DUAL WALL LF 2700 $ $ SLOTTED HDPE 17 SUBDRAIN CLEANOUT, TYPE B, 15- EA 2 $ $ INCH 18 SUBDRAIN CONNECTION EA 23 $ $ 19 STORM SEWER SERVICE STUB, 6- LF 25 $ $ INCH, DUAL WALL HDPE Lower Muscatine Area Storm Sewer Improvements Project 0400— Page 2 of 6 ITEM ESTIMATED EXTENDED NO. DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT 20 WATER SERVICE PIPE, COPPER, LF 25 $ $ 1.5-INCH 21 VALVE BOX REPLACEMENT EA 9 $ $ 22 MANHOLE, SW-401, 48 INCH EA 2 $ $ 23 MANHOLE, SW-401, 72 INCH EA 1 $ $ 24 INTAKE, SW-507 EA 1 $ $ 25 INTAKE, SW-509 EA 11 $ $ 26 INTAKE, SW-510 EA 2 $ $ 27 INTAKE, SW-512 EA 1 $ $ 28 INTAKE, SW-541 EA 2 $ $ 29 MANHOLE ADJUSTMENT, MINOR EA 5 $ $ 30 REMOVE MANHOLE EA 1 $ $ 31 REMOVE INTAKE EA 2 $ $ 32 PAVEMENT, PCC, 8" SY 4550 $ $,...;, 33 REMOVAL OF SIDEWALK SY 872 $ $:- 34 REMOVAL OF DRIVEWAY SY 174 $ $ 35 SIDEWALK, PCC, 5 INCH SY 1097 $ $ 36 SIDEWALK RAMP, PCC, 6 INCH SY 392 $ $ 37 DETECTABLE WARNING SF 344 $ $ 38 DRIVEWAY, PAVED, PCC, 6" SY 175 $ $ Lower Muscatine Area Storm Sewer Improvements Project 0400— Page 3 of 6 ITEM ESTIMATED EXTENDED NO. DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT 39 PAVEMENT REMOVAL SY 4595 $ $ 40 PAINTED PAVEMENT MARKINGS, STA 38.88 $ $ SOLVENT/WATERBORNE 41 SOD SQ 275 $ $ 42 SWPPP MANAGEMENT LS 1 $ $ 43 FILTER SOCK, 9" LF 2480 $ $ 44 FILTER SOCKS, REMOVAL LF 2480 $ $ 45 INLET PROTECTION DEVICE EA 32 $ $ 46 CONSTRUCTION SURVEY LS 1 $ $ 47 MOBILIZATION LS 1 $ $ 48 CONCRETE WASHOUT LS 1 $ $ TOTAL BASE BID EXTENDED AMOUNT: $ The Bidder may submit computer-generated unit price table in accordance with the Special Provisions. mac-) - C4 N Lower Muscatine Area Storm Sewer Improvements Project 0400 — Page 4 of 6 The names of those persons, firms, companies or other parties with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows: NAME OF SUBCONTRACTORS TYPE OF WORK APPROXIMATE COSTS NOTE: All subcontractors are subject to approval by the City of Iowa City. c:=1 > 4 ry CD LSD N Lower Muscatine Area Storm Sewer Improvements Project 0400— Page 5 of 6 The undersigned Bidder is a/an: ❑ Individual, Sole Proprietorship ❑ Partnership ❑ Corporation ❑ Limited Liability Company ❑ Joint venture ❑ Other Its Public Registration Number issued by the Iowa Commissioner of Labor, pursuant to Section 91C.5 of the Iowa Code is: Failure to provide said Registration Number shall result in the bid being read under advisement. A contract will not be executed until the Contractor is registered to do business in the State of Iowa. Bidder's Name Signature Printed Name 0 ' Title .•a,r— f b N Street Address City, State, Zip Code Telephone Number NOTE:The signature on this proposal must be an original signature in ink; copies, facsimiles, or electronic signatures will not be accepted. Lower Muscatine Area Storm Sewer Improvements Project 0400— Page 6 of 6 0405 BIDDER STATUS FORM All bidders must submit the following completed form to the governmental body requesting bids per 875 Iowa Administrative Code Chapter 156. To be completed by all bidders Part A ❑ Yes ❑ No My company is authorized to transact business in Iowa. (To help you determine if your company is authorized,please review the Worksheet.•Authorization to Transact Business). ❑Yes 0 No My company has an office to transact business in Iowa. ❑Yes 0 No My company's office in Iowa is suitable for more than receiving mail,telephone calls,and e-mail. ❑Yes 0 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 0 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 non-resident bidder.Please complete Parts C and D of this form. To be completed by resident bidders Part B Dates to Address: (mm/dd/yyyy) City,State,Zip Code: Dates to Address: (mm/dd/yyyy) City,State,Zip Code: Dates to Address: (mm/dd/yyyy) City,State,Zip Code: You may attach additional sheet(s)if needed. t To be completed by non-resident bidders Part C 1. Name of home state or foreign country reported to the Iowa Secretary of State: Z. 2. Does your company's home state or foreign country offer preference to bidders who are residents? 0 Yes 0 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 needed. To be completed by all bidders Part D I certify that the statements made on this document are true and complete to the best of my knowledge and I know that my failure to provide accurate and truthful information may be a reason to reject my bid. Firm Name: Signature: Date: Lower Muscatine Area Storm Sewer ImprovementsLower Muscatine Area Storm Sewer Improvements Project Project 0405 — Page 1 of 2 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 its 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 other than Iowa, has received a certificate of authority to transact business in Iowa and the certificate has not been revoked or canceled. Lower Muscatine Area Storm Sewer ImprovementsLower Muscatine Area Storm Sewer Improvements Project Project 0405— Page 2 of 2 0410 BID BOND FORM LOWER MUSCATINE AREA STORM SEWER IMPROVEMENTS PROJECT CITY OF IOWA CITY , 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 amount of to pay said sum as herein provided. We as Principal and Surety further promise and declare that these obligations shall bind our heirs, executors, administrators, and successors jointly and severally. This obligation is conditioned on the Principal submission of the accompanying bid, dated for Lower Muscatine Area Storm Sewer Improvements Project. NOW, THEREFORE, (a) If said Bid shall be rejected, or in the alternate, (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the form specified, and the Principal shall then furnish a security 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 security shall be forfeited to the Owner in the event that the Principal fails to execute the contract and provide the security, as provided in the Project Manual or as required by law. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its security 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 security this day of , A.D., 20 (Seal) Witness Principal By: (Title) (Seal) Surety By: Witness (Attorney-in-fact) Attach Power-of-Attorney, if applicable Lower Muscatine area Storm Sewer Improvements Lower Muscatine Area Storm Sewer Improvements ProjectProject 0410 — Page 1 of 1 0500 CONTRACT LOWER MUSCATINE AREA STORM SEWER IMPROVEMENTS PROJECT CITY OF IOWA CITY THIS CONTRACT 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 6th day of April 2020, for the Lower Muscatine Area Storm Sewer Improvements Project ("Project"), and WHEREAS, the City publicly solicited bids for construction of said Project; and WHEREAS, Contractor submitted a bid on the Project described in said Project Manual; and WHEREAS, the parties hereto now wish to enter into this Contract 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 Proposal including the total extended amount of $ which sums are incorporated herein by this reference. 2. This Contract consists of the Contract Documents, as defined in the Section 1010, 1.03, and the following additional component parts which are incorporated herein by reference: a. Contractor's Completed Bidder Status Form; attached hereto;,and b. Contractor's Completed Contract Compliance Program: (Anti- Discrimination Requirements)Assurance, if applicable, pursuant to.SectioR 0200, attached hereto; and c. Contractor's Completed Wage Theft Affidavit, if applicable, pursuant to Section 0200, attached hereto. The above components are deemed complementary and what is called for by one shall be as binding as if called for by all. Lower Muscatine Area Storm Sewer Improvements Project 0500— Page 1 of 2 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 TOTAL AMOUNT DATED this day of , 20 City Contractor By: By: City Official (Title) ATTEST: ATTEST: By: By: City Clerk (for Formal Projects only) (Company Official) • APPROVED BY: ri City Attorney's Office Lower Muscatine Area Storm Sewer Improvements Project 0500 — Page 2 of 2 0510 PERFORMANCE, PAYMENT, AND MAINTENANCE BOND LOWER MUSCATINE AREA STORM SEWER IMPROVEMENTS PROJECT CITY OF IOWA CITY KNOW ALL BY THESE PRESENTS: That we, , as Principal (hereinafter the "Contractor" or "Principal") and as Surety are held and firmly bound unto City of Iowa City, Iowa, as Obligee (hereinafter referred to as "the Jurisdiction"), and to all persons who may be injured by any breach of any of the conditions of this Bond in the penal sum of dollars ($ ), lawful money of the United States, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, legal representatives and assigns,jointly or severally, firmly by these presents. The conditions of the above obligations are such that whereas said Contractor entered into a contract with the Jurisdiction, bearing date the day of , (hereinafter the "Contract") wherein said Contractor undertakes and agrees to construct the following described improvements: This project will construct approximately 1400 feet of Storm Sewer and Intakes along DeForest Ave and Ginter Ave in Iowa City, Iowa. Construction will inclide removal and replacement of 2200 square yards of roadway pavement and pedestrian curb ramp improvements. and to faithfully perform all the terms and requirements of said Contract within the time therein specified, in a good and workmanlike manner, and in accordance with the Contract Documents. It is expressly understood and agreed by the Contractor and Surety in this bond that the following provisions are a part of this Bond and are binding upon said Contractor and Surety, to-wit: 1. PERFORMANCE: The Contractor shall well and faithfully observe, perform, fulfill, and abide by each and every covenant, condition, and part of said Contract, by reference made a part hereof, for the above referenced improvements, and shall indemnify and save harmless the Jurisdiction from all outlay and expense incurred by the Jurisdiction by reason of the Contractor's default of failure to perform as required. The Contractor shall also be responsible for the default or failure to perform as required under the Contract and Contract Documents by all its subcontractors, suppliers, agents, or employees furnishing materials or providing labor in the performance of the Contract. 2. PAYMENT: The Contractor and the Surety on this Bond hereby agreed to pay all just claims submitted by persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the performance of the Contract on account of which this Bond is given, including but not limited to claims for all amounts due for labor, materials, lubricants, oil, gasoline, repairs on machinery, equipment, and tools, consumed or used by the Contractor or any subcontractor, wherein the same are not satisfied out of the portion of the contract price the Jurisdiction is required to retain until completion of the Lower Muscatine Area Storm Sewer Improvements Project 0510— Page 1 of 4 improvement, but the Contractor and Surety shall not be liable to said persons, firms, or corporations unless the claims of said claimants against said portion of the contract price shall have been established as provided by law. The Contractor and Surety hereby bind themselves to the obligations and conditions set forth in Chapter 573 of the Iowa Code, which by this reference is made a part hereof as though fully set out herein. 3. MAINTENANCE: The Contractor and the Surety on this Bond hereby agree, at their own expense: A. To remedy any and all defects that may develop in or result from work to be performed under the Contract within the period of Five year(s) (5)from the date of acceptance of the work under the Contract, by reason of defects in workmanship or materials used in construction of said work; B. To keep all work in continuous good repair; and C. To pay the Jurisdiction's reasonable costs of monitoring and inspection to assure that any defects are remedied, and to repay the Jurisdiction all outlay and expense incurred as a result of Contractor's and Surety's failure to remedy any defect as required by this section. 4. GENERAL: Every Surety on this Bond shall be deemed and held bound, any contract to the contrary notwithstanding, to the following provisions: A. To consent without notice to any extension of time to the Contractor in which to perform the Contract; B. To consent without notice to any change in the Contract or Contract Documents, which thereby increases the total contract price and the penal sum of this bond, provided that all such changes do not, in the aggregate, involve an increase of more than 20% of the total contract price, and that this bond shall then be released as to such excess increase; and C. To consent without notice that this Bond shall remain in full force and effect until the Contract is completed, whether completed within the specified contract period, within an extension thereof, or within a period of time after the contract period has elapsed and the liquidated damage penalty is being charged against the Contractor. D. That no provision of this Bond or of any other contract shall be valid that limits to less that five years after the acceptance of the work under the Contract the right to sue on this Bond. E. That as used herein, the phrase "all outlay and expense" is not to be limited in any, way, but shall include the actual and reasonable costs and expenses:incurred by the Jurisdiction including interest, benefits, and overhead where applicable. Accordingly, "all outlay and expense"would include but not be limited to all contract or employee expense, all equipment usage or rental, materials, testing, outside experts, attorneys fees (including overhead expenses of the Jurisdiction's staff attorneys), and all costs and expenses of litigation as they are incurred by the Jurisdiction. It is intended the Contractor and Surety will defend and indemnify the Jurisdiction on all claims made against the Jurisdiction on account of Contractor's failure to perform as required in the Contract and Contract Documents, that all agreements and promises set forth in the Contract and Contract Documents, in approved change orders, and in this Bond will be fulfilled, and that the Jurisdiction will be fully indemnified so that it will be put into the position it would have been in had the Contract been performed in the first instance as required. In the event the Jurisdiction incurs any "outlay and expense" in defending itself against Lower Muscatine Area Storm Sewer Improvements Project 0510 — Page 2 of 4 any claim as to which the Contractor or Surety should have provided the defense, or in the enforcement of the promises given by the Contractor in the Contract, Contract Documents, or approved change orders, or in the enforcement of the promises given by the Contractor and Surety in this Bond, the Contractor and Surety agree that they will make the Jurisdiction whole for all such outlay and expense, provided that the Surety's obligation under this bond shall not exceed 125% of the penal sum of this bond. In the event that any actions or proceedings are initiated regarding this Bond, the parties agree that the venue thereof shall be Johnson County, State of Iowa. If legal action is required by the Jurisdiction to enforce the provisions of this Bond or to collect the monetary obligation incurring to the benefit of the Jurisdiction, the Contractor and the Surety agree, jointly, and severally, to pay the Jurisdiction all outlay and expense incurred therefor by the Jurisdiction. All rights, powers, and remedies of the Jurisdiction hereunder shall be cumulative and not alternative and shall be in addition to all rights, powers, and remedies given to the Jurisdiction, by law. The Jurisdiction may proceed against surety for any amount guaranteed hereunder whether action is brought against the Contractor or whether Contractor is joined in any such action(s) or not. NOW THEREFORE, the condition of this obligation is such that if said Principal shall faithfully perform all the promises of the Principal, as set forth and provided in the Contract and in this Bond, then this obligation shall be null and void, otherwise it shall remain in full force and effect. When a work, term, or phrase is used in this Bond, it shall be interpreted or construed first as defined in this Bond and the Contract; second, if not defined in the Bond or Contract, it shall be interpreted or construed as defined in applicable provisions of the Iowa Code; third, if not defined in the Iowa Code, it shall be interpreted or construed according to its generally accepted meaning in the construction industry; and fourth, if it has no generally accepted meaning in the construction industry, it shall be interpreted or construed according to its common or customary usage. Failure to specify or particularize shall not exclude terms or provisions not mentioned and shall not limit liability hereunder. The Contract is hereby made a part of this Bond. o' -.;"- Lower Muscatine Area Storm Sewer Improvements Project 0510 — Page 3 of 4 PRINCIPAL: SURETY: Contractor Surety Company By By Signature Signature Attorney-in-Fact Officer Title Printed Name of Attorney-in-Fact Officer FORM APPROVED BY: Company Name City Attorney's Office Company Address City, State, Zip Code Company Telephone Number NOTE: 1. All signatures on this performance, payment, and maintenance bond must be original signatures in ink; copies, facsimile, or electronic signatures will not be accepted. 2. This bond must be sealed with the Surety's raised, embossing seal. 3. The Certificate or Power of Attorney accompanying this bond must be valid on its face and sealed with the Surety's raised, embossing seal. 4. The name and signature of the Surety's Attorney-in-Fact/Officer entered on this bond must be exactly as listed on the Certificate or Power -of Attorney accompanying this bond. ' • Lower Muscatine Area Storm Sewer Improvements Project 0510— Page 4 of 4 0520 CONTRACT COMPLIANCE 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: 1. All contractors, vendors, and consultants requesting to do business with the City must submit an Equal Opportunity Policy Statement before the execution of the contract. 2. All City contractors, vendors, and consultants with contracts of$25,000 or more (or less if required by another governmental agency) must abide by the requirements of the City's Contract Compliance Program. Emergency contracts may be exempt from this provision at the discretion of the City. Regardless of the value of the contract, all contractors, vendors, and consultants are subject to the City's Human Rights Ordinance, which is codified at Article 2 of the City Code. 3. Contracting departments are responsible for assuring that City contractors, vendors, and consultants are made aware of the City's Contract Compliance Program reporting responsibilities and receive the appropriate reporting forms. A notification of requirements will be included in any request for proposal and notice of bids. 4. Prior to execution of the contract, the completed and signed Assurance of Compliance (located on pages CC-2 and CC-3) or other required material must be received and approved by the City. 5. Contracting departments are responsible for answering questions about Lcontractor, 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. Lower Muscatine Area Storm Sewer Improvements Project 0520 — Page 1 of 6 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.) 1. 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. 2. 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? M c a 4. What is the name, telephone number and address of your business' Equal Employment Opportunity Officer? (Please print) Phone Number Street Address City, State, Zip Code Lower Muscatine Area Storm Sewer Improvements Project 0520— Page 2 of 6 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. 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 are true and correctly reflect our Equal Employment Opportunity policies. Business Name Phone Number Signature Title Print Name Date -mac- cr% Lower Muscatine Area Storm Sewer Improvements Project 0520— Page 3 of 6 SECTION III - SUGGESTED STEPS TO ASSURE EQUAL EMPLOYMENT OPPORTUNITIES 1. 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. This person should have a position in your organization which emphasizes the importance of the program. 3. INSTRUCT STAFF Your staff should be aware of and be required to abide by your Equal Employment Opportunity program. All employees authorized to hire, supervise, promote, or discharge employees or are involved in such actions should be trained and required to comply with your policy and the current equal employment opportunity laws. 4. RECRUITMENT (a) Let potential employees know you are an equal opportunity employer. This can be done by identifying yourself on all recruitment advertising as "an equal opportunity employer". (b) Use recruitment sources that are likely to yield diverse applicant"pools. Word-of-mouth recruitment will only perpetuate the current composition of,your workforce. Send recruitment sources a letter annually which reaffirms^;your commitment to equal employment opportunity and requests their assistance in helping you reach diverse applicant pools. (c) Analyze and review your company's recruitment procedures to identify and eliminate discriminatory barriers. (d) Select and train persons involved in the employment process to use objective standards and to support equal employment opportunity goals. (e) Review periodically job descriptions to make sure they accurately reflect major job functions. Review education and experience requirements to make sure they accurately reflect the requirements for successful job performance. (f) Review the job application to insure that only job related questions are asked. Ask yourself"Is this information necessary to judge an applicant's ability to perform the job applied for?" Only use job-related tests which do not adversely affect any particular group of people. (g) Monitor interviews carefully. Prepare interview questions in advance to assure that they are only job related. Train your interviewers on discrimination laws. Biased and subjective judgments in personal interviews can be a major source of Lower Muscatine Area Storm Sewer Improvements Project 0520— Page 4 of 6 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. 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 can be found at: http://www.sterlingcodifiers.com/codebook/index.php?book id=953. 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. c .,� ...a r~ Iv. y N Lower Muscatine Area Storm Sewer Improvements Project 0520— Page 5 of 6 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: NOTE: This is a SAMPLE ONLY. You may wish to confer with your EEO officer or legalcounsel to formulate a policy which specifically meets the needs of your company. _ 7.4 c_fl Lower Muscatine Area Storm Sewer Improvements Project 0520 — Page 6 of 6 0530 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 followirig contract provision: If the City becomes aware that a person or entity (including an owner of mere than 25% of the entity) has admitted guilt or liability or been adjudicated guilty or liabl "in any judicial or administrative proceeding of committing a repeated or willful violation of':fhe Iowa Wage Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Sfdares,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 person or entity; b. Disciplinary action has been taken against the individual(s) responsible for the acts giving rise to the violation(s); c. Remedial action has been taken to prevent a recurrence of the acts giving rise to the disqualification or default; or d. Other factors that the person or entity believes are relevant. Lower Muscatine Area Storm Sewer Improvements Project 0530— Page 1 of 3 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. N (=7 _ N C.7 -)- CD };;' N) Lower Muscatine Area Storm Sewer Improvements Project 0530— Page 2 of 3 WAGE THEFT AFFIDAVIT STATE OF ss: COUNTY I, , upon being duly sworn, state as follows: 1. I 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. Signature This instrument was acknowledged before me by 3 0 ra on , 20 c7 �,..5.. Notary Public in and for the State af- : + r) cat Lower Muscatine Area Storm Sewer Improvements Project 0530 — Page 3 of 3 SUDAS STANDARD SPECIFICATIONS The City of Iowa City has adopted the SUDAS Standard Specifications for use on all public improvement projects and construction within the public right-of-way. The SUDAS Standard Specifications are incorporated herein by reference. Copies of the current version of the SUDAS Standard Specifications Manual can be obtained from the SUDAS website at: https://iowasudas.orq/manuals/specifications-manual/. These specifications are kept on file in the City Engineer's Office and will be made available for viewing by City staff and the public. Previous editions of the SUDAS Standard Specifications can be found here: https://iowasudas.orq/archived-specifications/. -o n -^-' C3'� .. s»" N (-n Lower Muscatine Area Storm Sewer Improvements Project Page 1 of 1 GENERAL SUPPLEMENTAL SPECIFICATIONS The City of Iowa City has adopted the General Supplemental Specifications for use on all public improvement projects and construction within the public right-of-way. The General Supplemental Specifications are incorporated by reference. Copies of the General Supplemental Specifications can be obtained from the website at: https://iowasudas.orq/supplemental-specifications/These specifications are kept on file in the City Engineer's Office and will be made available for viewing by City staff and the public. �-� a, r'' N Lower Muscatine Area Storm Sewer Improvements Project Page 1 of 1 SUPPLEMENTAL SPECIFICATIONS The City of Iowa City has adopted the Supplemental Specifications to the 2020 Edition of the SUDAS Standard Specifications Manual for use on all public improvement projects and construction within the public right-of-way. The Supplemental Specifications are incorporated herein by reference. Copies of the current version can be obtained at: https://www.iowa- city.orq/weblink/0/edoc/1845668/CIC%20Supplemental%20Specs.pdf or are available in the City Engineering Division Office. C)""C I C c^) - r") N Lower Muscatine Area Storm Sewer Improvements Project Page 1 of 1 SPECIAL PROVISIONS The City of Iowa City allows bidders to submit a computer-generate attachment, hereinafter referred to as unit price attachment, in lieu of completing that portion of the Proposal identifying the bid items, description, unit, quantity, and unit prices. See Section 1020, 1.09.B, for details on preparing a computer-generated unit price attachment. N (")--< rn 1,9 Lower Muscatine Area Storm Sewer Improvements Project Page 1 of 1 I r AnZrairribLY MOO iqr1411 CITY OF IOWA CITY 410 East Washington Street Iowa City,Iowa 52240- 1826 (319)356-5000 ENGINEER'S ESTIMATE (319)356-5009 FAX www.icgov.org April 6, 2020 City Clerk City of Iowa City, Iowa Re: Lower Muscatine Area Storm Sewer Improvements Project (Deforest Ave and Ginter Ave.) Dear City Clerk: The estimated cost of construction for this project is $1,209,569. Sincerely, Ben Clark, P.E. =i Senior Engineer Cr, 'a N w Prepared by:Ben Clark,Public Works,410 E.Washington St.,Iowa City,IA 52240,(319)356-5436 Resolution No. 20-91 Resolution setting a public hearing on April 21 , 2020 on project manual and estimate of cost for the construction of the Lower Muscatine Area Storm Sewer Improvements Project, directing City Clerk to publish notice of said hearing, and directing the City Engineer to place said project manual on file for public inspection. Whereas, funds for this project are available in the Lower Muscatine Area Storm Sewer Improvements account#M3632 and the Annual Pavement Rehabilitation account#S3824. Now, therefore, be it resolved by the Council of the City of Iowa City, Iowa, that: 1. A public hearing on the project manual and estimate of cost for the construction of the above-mentioned project is to be held on the 21st day of April, 2020, 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. City Hall is currently closed to the public because of the coronavirus. If City Hall remains closed to the public, the meeting will be an electronic meeting using the Zoom Meetings Platform. For information on how to participate in the electronic meeting, see www.icgov.org/councildocs or telephone the City Clerk at 319/356-5043 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 project manual 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 7th day of April , 2020 or A ved by Attest: City lerk City Attorney's Office (4/1/2020) ' Resolution No. 20-91 Page 2 It was moved by Salih and seconded by Taylor the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: x Berg us x Mims x Salih x Taylor x Teague x Thomas x Weiner I Prepared by:Ben Clark,Public Works,410 E.Washington St.,Iowa City,IA 52240,(319)356-5436 Resolution No. 20-100 Resolution approving project manual and estimate of cost for the construction of the Lower Muscatine Area Storm Sewer Improvements Project, 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 project manual 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 Lower Muscatine Area Storm Sewer Improvements account#M3632 and the Annual Pavement Rehabilitation account#S3824. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: 1. The project manual 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 12th day of May, 2020. 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, in Iowa City, Iowa, at 7:00 p.m. on the 19th day of May, 2020, or at a special meeting called for that purpose. The City Clerk's Office is closed to the public due to the health and safety concerns from COVID-19. Sealed bids may still be delivered in person on Mondays through Fridays 8:00 am to 5:00 pm. The person delivering the sealed bid may come to the front lobby of City Hall, 410 E.Washington St., Iowa City, Iowa, and upon arrival telephone the City Clerk at 319/356-5043. Passed and approved this 21st day of April , 2020. Resolution No. 20-100 Page 2 MayS\A"A ov d by Attest: . City Clerk City Attorney's Office—4/14/2020 It was moved by Thomas and seconded by Taylor the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: x Bergus x Mims x Salih x Taylor x Teague x Thomas x Weiner fk3ied1a PRESS-CITIZEN MEDIA PART OF THE USA TODAY NETWORK CITY CLERK CITY OF IOWA CITY ICPD 410E WASHINGTON ST This is not an invoice IOWA CITY IA 522401825 #of Affidavits1 AFFIDAVIT OF PUBLICATION State of Wisconsin County of Brown, ss.: 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 tha 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: 0004156578 4/17/20 04/17/2020 $38.71 Copy of Advertisement Exhibit"A" Subscribed a sworn to before me by said affiant this 17 day of April, 2020 4_,OL tt ry Public YL- J5-d --5 Commission expires SMELLY HORA Notary Public State of Wisconsin 'lap Al!J'6u114a0JA•)1 a!'l aN •Mol nq pap!nold so puo om01 ID omoi to AHD 944 10 IPuno3 AID a41 40 JapJO Aq ua 440 si a)I4OU situ. lIJawanoldwl plus Suhlow yo I1s°, owJa IonuoW Pa1OJd plos BUIUJa)UOJ Sluawu o3 puo O4 su0lpa!g0 6u!'ow W 0SOd311d a44 J01 I!Puno3 µIQ a4l 40 0U11a0W plus to JD9dd0 AOut SUOSJed PetsaJatuI Auv •suosJad patsatalul ADD Aq papadsO! aq Aolw a4Jul 4ia!?.4IJ 041 44 40 a31110Aa41 uI any uo Mou aJo ISO) pa4OWII4a pup IonuoW Pelo4d p!o5 S4U0WBAOJdWI d1110J g4Jno uolAsap0d puo tuawanod ADMPOOJ t0 sPJOA aJOnbs OOlz 40 IUOWaJOIdeJ puo IOA0W0J ▪p!pu! 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IOWA LEAGUE Qf CITIES 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 Lower Muscatine Area Storm Sewer Improvement Classified ID: 126344 A printed copy of which is attached and made part of this certificate, provided on 05/06/2020 to be posted on the Iowa League of Cities' internet site on the following date: May 6 , 2020 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. 5/6/2020 w :buy, Alan Kemp, Executive Director NOTICE TO BIDDERS LOWER MUSCATINE AREA STORM SEWER IMPROVEMENTS PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 10:30 A.M. on the 19th day of May 2020. 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 19th day of May 2020, or at special meeting called for that purpose. The Project will involve the following: This project will construct approximately 1400 feet of Storm Sewer and Intakes along DeForest Ave and Ginter Ave in Iowa City, Iowa. Construction will inclide removal and replacement of 2200 square yards of roadway pavement and pedestrian curb ramp improvements. All work is to be done in strict compliance with the Project Manual prepared by Bolton & Menk, Inc, of Cedar Rapids, Iowa, which has 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 security 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 (in the form shown in Section 0510) 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 has been executed,the required Performance, Payment, and Maintenance Bond (as shown in Section 0510) has been filed by the bidder guaranteeing the performance of the contract, and the contract and security 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 Performance, Payment,and Maintenance Bond in an amount equal to one hundred percent(100%) of the contract price and in the form shown in Section 0510, said bond to be issued by a responsible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of five (5) year(s)from and after its completion and formal acceptance by the City Council. The following limitations shall apply to this Project: Substantial Completion Date: August 13, 2020 Liquidated Damages: $500 per day The Project Manual may be examined at the office of the City Clerk. Copies thereof and blank forms may be secured at the office of Technigraphics, a division of Rapids Reproductions, located at 415 Highland Ave, Suite 100, Iowa City, Iowa, Phone: (319) 354-5950, Fax: (319) 354-8973, Toll-Free, (800) 779-0093, by bona fide bidders A $30 fee is required for each set of the Project Manual provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to The City of Iowa City. The fee is refundable if returned within 14 days of award of the project by City Council 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 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 list on the Contract its 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 • • Ashley Platz From: Cindy Adams <CAdams@mbi.build> Sent: Thursday, May 7, 2020 11:10 AM To: Ashley Platz Subject: Certificate for Notice to Bidders Attachments: 05.07.20 notice to bidders.pdf 11 RISK 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 Iowa City—Lower Muscatine Area Storm Sewer Improvements Project Iowa City—2020 Water Pavement Patching 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 7, 2020 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. Cu Kitiye May 7, 2020 Date President/CEO of The Construction Update Plan Room Network Cindy Adams—Project Information Specialist Construction Update powered by ConstructConnect 221 Park Street—Des Moines, Iowa 50309 (D)515.657.4388(0)515-288-7339 (e) cuhelp@MBI.Build (w) https://MBI.Build (w) https://lowaConstructionUpdate.com (w)www.iowabiddate.com 1 DAILY NOTICE TO BIDDERS construction @le update NOTICE TO BIDDERS LOWER MUSCATINE AREA STORM SEWER IMPROVEMENTS PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 10:30 A.M. on the 19th day of May 2020. 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 19th day of May 2020, or at special meeting called for that purpose. The Project will involve the following: This project will construct approximately 1400 feet of Storm Sewer and Intakes along DeForest Ave and Ginter Ave in Iowa City, Iowa. Construction will inclide removal and replacement of 2200 square yards of roadway pavement and pedestrian curb ramp improvements. All work is to be done in strict compliance with the Project Manual prepared by Bolton & Menk, Inc, of Cedar Rapids, Iowa, which has 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 security 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 (in the form shown in Section 0510) 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 has been executed,the required Performance, Payment, and Maintenance Bond (as shown in Section 0510) has been filed by the bidder guaranteeing the performance of the contract, and the contract and security 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 Performance, Payment,and Maintenance Bond in an amount equal to one hundred percent(100%) of the contract price and in the form shown in Section 0510, said bond to be issued by a responsible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of five (5) year(s)from and after its completion and formal acceptance by the City Council. The following limitations shall apply to this Project: Substantial Completion Date: August 13, 2020 Liquidated Damages: $500 per day The Project Manual may be examined at the office of the City Clerk. Copies thereof and blank forms may be secured at the office of Technigraphics, a division of Rapids Reproductions, located at 415 Highland Ave, Suite 100, Iowa City, Iowa, Phone: (319) 354-5950, Fax: (319) 354-8973, Toll-Free, (800) 779-0093, by bona fide bidders A $30 fee is required for each set of the Project Manual provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to The City of Iowa City. The fee is refundable if returned within 14 days of award of the project by City Council 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 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 list on the Contract its 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 Prepared by:Ben Clark,Public Works,410 E.Washington St.,Iowa City,IA 52240(319)356-5436 Resolution No. 20-129 Resolution awarding contract and authorizing the Mayor to sign and the City Clerk to attest a contract for construction of the Lower Muscatine Area Storm Sewer Improvements Project. Whereas, Metro Pavers of Iowa City, Iowa, has submitted the lowest responsible bid of$763,197.95 for construction of the above-named project; and Whereas, funds for this project are available in the Lower Muscatine Area Storm Sewer Improvements account#M3632 and the Annual Pavement Rehabilitation account#S3824; 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: 1. The contract for the construction of the above-named project is hereby awarded to Metro Pavers 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 1 gthday of May , 2020 Ma p o ed by 74 C.-i):12._ Attest : 1 � t� t ,lQ I City erk / City Attorney's Office — It was moved by Salih and seconded by Weiner the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: x Bergus x Mims x Salih x Taylor x Teague x Thomas x Weiner 0500 CONTRACT LOWER MUSCATINE AREA STORM SEWER IMPROVEMENTS PROJECT CITY OF IOWA CITY THIS CONTRACT is made and entered into by and between the City of Iowa City, Iowa ("City"), and Metro Pavers, Inc. ("Contractor"). WHEREAS the City has prepared certain Plans, Specifications, Proposal and Contract dated the 6th day of April 2020,for the Lower Muscatine Area Storm Sewer Improvements Project ("Project"), and WHEREAS,the City publicly solicited bids for construction of said Project; and WHEREAS, Contractor submitted a bid on the Project described in said Project Manual; and 1 WHEREAS, the parties hereto now wish to enter into this Contract 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 Proposal including the total extended amount of $763,197.95, which sums are incorporated herein by this reference. 2. This Contract consists of the Contract Documents, as defined in the Section 1010, 1.03, and the following additional component parts which are incorporated herein by reference: a. Contractor's Completed Bidder Status Form; attached hereto; and b. Contractor's Completed Contract Compliance Program (Anti- Discrimination Requirements)Assurance,if applicable, pursuant to Section 0200, attached hereto; and c. Contractor's Completed Wage Theft Affidavit, if applicable, pursuant to Section 0200, attached hereto. The above components are deemed complementary and what is called for by one shall be as binding as if called for by all. • r-' L.. k+.x G .r.. Q 1 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 I TOTAL AMOUNT Maxwell Construction $254,000 Advanced Traffic Control $17,500 Stevens Erosion Control $30,500 Peterson Contractors $132,500 DATED this Z 1 )- day of / Y\rky 20_2 0 . J Contractor City Official Title t h'1- ATTEST: ATTEST: City Clerk(for Form I Projects only) ompa icial) AP VED BY: OIL City Attorney's Office(Eric Goers-05/27/2020) ---f C7 „ C) 5.C) Prepared by: Ben Clark,Engineering Division, Public Works,410 E.Washington St., Iowa City, IA 52240(319)356-5436 Resolution No. 21-305 Resolution accepting the work for the Lower Muscatine Area Storm Sewer Improvements Project. Whereas, the Engineering Division has recommended that the work for construction of the Lower Muscatine Area Storm Sewer Improvements Project, as included in a contract between the City of Iowa City and Metro Pavers, Inc. of Iowa City, Iowa, dated May 21, 2020, 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 Lower Muscatine Area Storm Sewer Improvements account#M3632 and the Annual Pavement Rehabilitation account#S3824; and Whereas, the final contract price is $850,781.47. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that said improvements are hereby accepted by the City of Iowa City, Iowa. Passed and approved this 14th day of December , 2021 May Approved by J f Attest: dam/ t_Lp City Clerk City Attorn y's Office (Sara Greenwood Hektoen— 12/08/2021) It was moved by Weiner and seconded by Bergus the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: x Bergus x Mims Salih x Taylor x Teague x Thomas x Weiner CITY OF IOWA CITY, IOWA CONSTRUCTION PLANS FOR LOWER MUSCATINE AREA STORM SEWER IMPROVEMENTS PROJECT APRIL, 2020 z- - R000EnO AV, UTILITY CONTACTS 'i ; i 9urA N uEUNCE Sr Id Ir SHEET NUMBER SHEET TITLE ST Water Mains: Com--munication Lines: main A s ST". 3 s d'r _ G G G �G-' G f �, H N q,pl-q,02 TITLE SHEET,LEGEND,GENERAL NOTES Iowa City Water Division CenturyLink r € raNcwLD .sTl " owe sT B.Ol TYPICAL SECTIONS Water Office Johnathan Soenksen R¢ F MAN" r _ a I �qOJ' E "' DAVE IPORZ 2 -=SO ° /n, ph.319-356-5160 Jonathan.soenksen@centurylink.com „AY„N, sT\„ 'e A 3 B.02 DETAILS ph.319-399-7408 R 0 r 3 _ o a 5 Electric Lines: = 5 wcLik° E RLooNmcTO^ < sr- 8 - J m KK'' Y i ® C.01-C.02 ESTIMATED QUANTITIES&REFERENCE NOTES MidAmerican Iowa City School District n ` G w = A G $_A I=G G to..,I POCMW h" C.03-C.05 TABULATIONS 2 MARKET E MAI%EI ST E MANKc^ 10ST "- Rob Holm Justin Miller i y CE.01-CE.02 EROSION CONTROL PLAN • - OR AVE ph.319-341-4404 miller.justin@iowacityschools.org 90 9 4 sr G " fG r.NrE`,°�` ph.319-668-1292 :). *KEEL NST E IEEPE%SON t ST R oA' 0.01-D.03 STREET PLAN&PROFILE Gas Lines: _ _� z AVE ! < s G.01 REFERENCE TIES&BENCHMARKS f.,y MidAmerican Mediamm Iowa City '�_ I awA 1 avL = a IowA r" "a,, b -�/W W4 wNLY10N [NASNIrFTON51 [`NASNITO K0k K Fo E o wAsnNmoNI 1O $ NLLC E � 1 3NO1CN ST E ei"uNGTCN sT v x cF ST R.01-R.02 REMOVALS n-<, 1 Y Y P (-' A r-- -� '�F ' • Collections ph.515-288-1281 P G z` 11 §G E AOU T ° n al v ph.319-887-6098 - ► i w m.INI E MKT ,ST -_ E COI - a,. a S.Ol-5.12 ADA RAMP COMPLIANCE ('7 fin ImOn Communications x sT G G N 3 24' 'Y Nnm °q W = W.01-W.03 CROSS SECTIONS •"�.� L-'y Matthew Kearney sl �= w HA RRISON r NAARISDN sr o ? a 34 _'•*""- matthew.kearney@imon.net f Nn.ENSID. I ° N N aq,F THIS PLAN SET CONTAINS 4— 4 SHE[7S 'K,�4 ;>x ph. CTIPR' S OF ? 3 (r-7LL ¢ i2 ROWER• ST° O " NrEE AVE 9f C " ..." t..Q 319-200-7778 allo uNoS onKPANKc I l sP ` PAR OR 8a \w PnENfISS r PR'KrKS /}•• MYRrIF AVE ST+ WRIGN �d SFVMOUR AVE $ t• N Windstream _ __ G "IV[aSIDEcr Stephen Kness IDVDE ct`' > a PL PR, \ �,�-,- SNFRIDAN AVE i Stephen.Kness@Windstream.com •Doi'' o I WAY sr Lr N ��z_ _ EST ''b9� ph.319-790-7678 ,o� oI V G O4C NT NS E RENrl1N ST N�- /N PAGfG STG �� < FICN <I P� ' w _ - z _ L- W WALNUI ST \��-.\, AYE JACK N ....-- Cody Osborn w RENION f,< S sr �'� 3 m I3 / 1 $ ` 55 AVE G 1 C g` NIRKWDOD s Cody.Osborn@iowa.gov DouOIAs sr ° ` a G((( •` € r ph.319-929-3093 < ,=� " ESTsr1 3 G IL'G KLORCNCE •••'""WOOD \` _ y 1 `DWGVS, ° ... TC "HIGHLAND 15 0 - " 'T i Ct" ... 5: GINTER AVE , i 14\ : 2ND S'c Ci DY CT " " G `� 1 j v MENDL/AVE Iowa City Engineering Division - 1 SASS ' o u" 8 ' N{ 8 A 'A, CITY OF IOWA CITY ENGINEERING DIVISION Ben Clark H,;HLAND ASD 1 wG"LANC AVE q APPROVED - Ben-Clark@iowa-city.org wIIPPE i 4pRFar/r wwD-DTTL w: Av[l Q A ph.319-356-5436 NI QC, ,N a\� R„m ,r, P OrFOTS Av.. " ,Fl AVE <.UFFGRES' _ I'E Iowa CityStreets and Traffic Engineering I� 2 "R[ EI-tuD vE DG„ G G ph.319631-1165 g g MAP LEGEND STEVENS ON m "` &Ho ..o w. SPRUCE[. /�// �/ '^ ��m DR Cr 5 / 1 44o H/_ ° 4 vuaw• � M PROJECT LIMITS ,; , OLYMPIC CI /L+ G Engineer Date A BID LOCATION sosiwe'Av � A r �-IOLSYWOOD RI. 'O, p y SOUTNGATC AVE ET, MAC`, LN 0 1000 2000 MAP OF A PORTION OF THE I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS m m m CITY OF IOWA CITY PROJECT LOCATIONS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION GOVERNING SPECIFICATIONS SCALE FEET JOHNSON COUNTY,IA AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER p�``00111S)/00,,i� UNDER �THE /LAWS OF THE STATE OF IOWA. o PO ki �G, /141---"� THE 2020 EDITION OF THE"IOWA STATEWIDE URBAN STANDARD SPECIFICATIONS Q/y FOR PUBLIC IMPROVEMENTS"SHALL GOVERN.IOWA CITY SUPPLEMENTAL 'o, N's ADRIAN L.HOLMES,P.E. lowp.... _� ADRIAN L. i SPECIFICATIONS SHALL GOVERN AS REFERENCED. _ HOLMES 1 z' o u 17935 m; REG.Na 17935 DATE: 4/6/2020 m IOWA DEPARTMENT OF TRANSPORTATION"STANDARD SPECIFICATIONS FOR Q HIGHWAY AND BRIDGE CONSTRUCTION",SERIES 2015 AND ALL CURRENT !ONE CALL THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS " „�� " GENERAL SUPPLEMENTAL SPECIFICATIONS AND MATERIALS INSTRUCTIONAL UTILITY QUALITY LEVEL D.THIS UTILITY QUALITY LEVEL WAS �% *`p`' MY LICENSE RENEWAL DATE IS: DECEMBER 31,2021 MEMORANDUM SHALL GOVERN AS REFERENCED. ,i2 YNi0WA Y�� DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ASCE nHLLtFUY PAGES OR SHEETS COVERED BY THIS SEAL: a S ALL APPLICABLE FEDERAL,STATE,AND LOCAL LAWS AND ORDINANCES WILL BE � 00-292-8989 38-02,ENTITLED"STANDARD GUIDELINES FOR THE ALL SHEETS COLLECTION AND DEPICTION OF EXISTING SUBSURFACE ci COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. .lowaonecall.com --gam Nr UTILITY DATA." °s ,9 (t) BOLTON 855WRIGHTBROTHERSBLVDSW,SUITE2A ONANNDESIGNEPJGS NO ISSUED DOR DATE 0 BID 4/6/2020 CITY OF IOWA CITY, IOWA SHEET CEDAR RAPIDS,IOWA 52404 JGS LOWER MUSCATINE AREA STORM IMPROVEMENTS MEN" 01 e L� Phone:(319)362-3219 �LLv r4 5 Email:Cep a �Iton�-melnk comenk.[om LP ALH TITLE SHEET EXISTING TOPOGRAPHIC SYMBOLS SURVEY SYMBOLS EXISTING PRIVATE UTILITY LINES NOTE: ® ACCESS GRATE O REGULATION STATION GAS ® BENCH MARK LOCATION EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER.THE CONTRACTOR SHALL FIELD VERIFY 0 AIR CONDITION UNIT Y.- SATELLITE DISH EXACT LOCATIONS PRIOR TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW.NOTIFY GOPHER STATE ONE CALL,1-800-252-1166 OR CONTROL POINT 651-454-0002. ® ANTENNA SIGN TRAFFIC • MONUMENT IRON FOUND THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED.THIS UTILITY LEVEL WAS D AUTO SPRINKLER CONNECTION III SIGNAL CONTROL CABINET FR CAST IRON MONUMENT DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ASCE 38-02,ENTITLED"STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA" -o--•- BARRICADE PERMANENT SOIL BORING F F—F F UNDERGROUND FIBER OPTIC ' ^ EXISTING TOPOGRAPHIC LINES E E e E— UNDERGROUND ELECTRIC -CI BASKETBALL POST C� SIREN G G G UNDERGROUND GAS BENCH ® TELEPHONE BOOTH - RETAINING WALL c—c c G c UNDERGROUND COMMUNICATION -o- BIRD FEEDER ® TILE INLET x x x—x x X— FENCE of of OE OVERHEAD ELECTRIC ® BOLLARD •FILE TILE OUTLET 0 0 0 0 FENCE-DECORATIVE oc oc oc OVERHEAD COMMUNICATION o .. „ ., ., .. ., „ .. ,, v „ „ „ „ GUARD RAIL nu Ou ou OVERHEAD UTILITY O BUSH • TILE RISER TREE LINE UTILITIES IDENTIFIED WITH A QUALITY LEVEL: ❑ CATCH BASIN RECTANGULAR CASTING C:31 TRANSFORMER-ELECTRIC BUSH LINE LINE TYPES FOLLOW THE FORMAT:UTILITY TYPE-QUALITY LEVEL © CATCH BASIN CIRCULAR CASTING ilk TREE-CONIFEROUS SURVEY LINES EXAMPLE: 5-4 UNDERGROUND GAS,QUALITY LEVEL A UTILITY QUALITY LEVEL(A,B,C,D)DEFINITIONS CAN BE FOUND IN Cl/ASCE 38-02. • CURB STOP -,x TREE-DEAD Q CLEAN OUT 0 TREE-DECIDUOUS ' ------- ---- CONTROLLED ACCESS UTILITY QUALITY LEVELS: "-""----'"----_---- ---- -- BOUNDARY •ctvr CULVERT END R TREE STUMP QUALITY LEVEL D: PROVIDES THE MOST BASIC LEVEL OF INFORMATION.IT INVOLVES COLLECTING DATA FROM EXISTING UTILITY RECORDS. ((;; - ---- - - - ---- CENTERLINE RECORDS MAY INCLUDE AS-BUILT DRAWINGS,DISTRIBUTION AND SERVICES MAPS,EXISTING GEOGRAPHIC INFORMATION SYSTEM DATABASES, al DRINKING FOUNTAIN a— TRAFFIC ARM BARRIER ------ - EXISTING EASEMENT LINE CONSTRUCTION PLANS,ETC. D DOWN SPOUT 0 V TRAFFIC SIGNAL ------- PROPOSED EASEMENT LINE QUALITY LEVEL C: INVOLVES SURVEYING VISIBLE SUBSURFACE UTILITY STRUCTURES SUCH AS MANHOLES,HAND-HOLES,UTILITY VALVES AND — — — — -- -- — — — — — — EXISTING LOT LINE METERS,FIRE HYDRANTS, PEDESTALS AND UTILITY MARKERS,AND THEN CORRELATING THE INFORMATION WITH EXISTING UTILITY RECORDS TO ® FILL PIPE O" TRASH CAN CREATE COMPOSITE DRAWINGS.INCLUDES QUALITY LEVEL D ACTIVITIES. ------ - - PROPOSED LOT LINE - - FIRE HYDRANT ® UTILITY MARKER -- - - EXISTING RIGHT-OF-WAY QUALITY LEVEL B: INVOLVES DESIGNATING THE HORIZONTAL POSITION OF SUBSURFACE UTILITIES THROUGH SURFACE DETECTION METHODS AND ▪ FLAG POLE D4 VALVE PROPOSED RIGHT-OF-WAY COLLECTING THE INFORMATION THROUGH A SURVEY METHOD.INCLUDES QUALITY LEVEL C AND D TASKS. I} FLARED END/APRON ® VALVE POST INDICATOR SETBACK LINE QUALITY LEVEL A: PROVIDES THE HIGHEST LEVEL OF ACCURACY.IT INVOLVES LOCATING OR POTHOLING UTILITIES AS WELL AS ACTIVITIES IN -- ---- SECTION LINE QUALITY LEVELS B,C,AND D.THE LOCATED FACILITY INFORMATION IS SURVEYED AND MAPPED AND THE DATA PROVIDES PRECISE PLAN AND 5 FUEL PUMP IR VALVE VAULT _ PROFILE INFORMATION. -- - - -- QUARTER LINE ED GRILL Q VENT PIPE SIXTEENTH LINE ABBREVIATIONS F- GUY WIRE ANCHOR 'I WATER SPIGOT — TEMPORARY EASEMENT O HANDHOLE ® WELL EXISTING UTILITY LINES A ALGEBRAIC DIFFERENCE GRAV GRAVEL RT RIGHT ADJ ADJUST GU GUTTER SAN SANITARY SEWER es HANDICAP SPACE A WETLAND DELINEATED MARKER ALT ALTERNATE GV GATE VALVE SCH S DULE II— II—IF—II II— FORCEMAIN B-B BACK TO BACK HDPE HIGH DENSITY POLYETHYLENE SERV S E X IRRIGATION SPRINKLER HEAD ..I.. WETLAND > > > > > > SANITARY SEWER I= IRRIGATION VALVE BOX Iw,+l WET WELL — BIT BITUMINOUS HH HANDHOLE SHLD SFI�(l�DER SANITARY SERVICE BLDG BUILDING HP HIGH POINT S STATKN -» » » » - STORM SEWER " ® LIFT STATION CONTROL PANEL YARD HYDRANT BMP BEST MANAGEMENT PRACTICE HWL HIGH WATER LEVEL STD'.-6 STANBIRD —.>—+>—+>--.>—»� »>— —»y>—).— STORM SEWER DRAIN TILE .'� BR BEGIN RADIUS HYD HYDRANT STM ,,,(STORM SEWER _ Cs) LIFT STATION I I I I I I WATERMAIN n `"� PROPOSED TOPOGRAPHIC SYMBOLS BV BUTTERFLY VALVE I INVERT TC TOPgCURB .,,Y 3(- LIGHT ON POLE --'—'———'—'—————'—'— WATER SERVICE CB CATCH BASIN K CURVE COEFFICIENT TE "'/�1.�^TEMPj16QRY EASED ENT '� LIGHT-GROUND • CLEANOUT PROPOSED UTILITY LINES C&G CURB AND GUTTER L LENGTH TEM (-'EMPORARY CIP CAST IRON PIPE LO LOWEST OPENING TNH PNU YDRANT • MANHOLE -'y, CD , yc, 1 MAILBOX -11 I I I I I I I I FORCEMAIN CIPP CURED-IN-PLACE PIPE LP LOW POINT TP �IOP OF PIPIP E © MANHOLE-COMMUNICATION • LIFT STATION CL CENTER LINE LT LEFT TYP -- TYPICALN -> >—.-.> >�> SANITARY SEWER © MANHOLE-ELECTRIC 0 STORM SEWER CIRCULAR CASTING -->--.-----. —.--I.—.—.—,—+—0.— SANITARY SERVICE CL. CLASS MH MANHOLE VCP VITRIFIE LAY PIPE CLVT CULVERT MIN MINIMUM VERT VERTICAL © MANHOLE-GAS ■ STORM SEWER RECTANGULAR CASTING >> >>—>>�'>> STORM SEWER CMP CORRUGATED METAL PIPE MR MID RADIUS VPC VERTICAL POINT OF CURVE >--1.>—•>—•>-5.>-1>-6.>—•>--0>-1.>— STORM SEWER DRAIN TILE 0 MANHOLE-HEAT ►- STORM SEWER FLARED END/APRON C.O. CHANGE ORDER NIC NOT IN CONTRACT VPI VERTICAL POINT OF INTERSECTION I I I I I I WATERMAIN COMM COMMUNICATION NMC NON-METALLIC CONDUIT VPT VERTICAL POINT OF TANGENT sQ MANHOLE-SANITARY SEWER I STORM SEWER OUTLET STRUCTURE —I—I—I—,—I—I—F—F—F—,---1—I— WATER SERVICE O STORM SEWER OVERFLOW STRUCTURE 47L/Si4747�y,47",'i447W, 4'>',4+ PIPE CASING CON CONCRETE NTS NOT TO SCALE WM WATERMAIN O MANHOLE-STORM SEWER ® CSP CORRUGATED STEEL PIPE NWL NORMAL WATER LEVEL Qu MANHOLE-UTILITY 0 CURB BOX DIA DIAMETER OHW ORDINARY HIGH WATER LEVEL GRADING INFORMATION DIP DUCTILE IRON PIPE PC POINT OF CURVE AC ACRES 0 MANHOLE-WATER 4/ FIRE HYDRANT DWY DRIVEWAY PCC POINT OF COMPOUND CURVE CF CUBIC FEET QQ METER 104 WATER VALVE - E EXTERNAL CURVE DISTANCE PE PERMANENT EASEMENT CV COMPACTED VOLUME ORDER MICROPHONE J EXISTING CONTOUR MINOR ELEC ELECTRIC PED PEDESTRIAN,PEDESTAL CY CUBIC YARD G � WATER REDUCER �- � 95p� �- EXISTING CONTOUR MAJOR m PARKING METER WATER BEND �_� —9`'2'_-` PROPOSED CONTOUR MINOR ELEV ELEVATION PERF PERFORATED PIPE EA EACH EOF EMERGENCY OVERFLOW PERM PERMANENT EV EXCAVATED VOLUME ���99���� PROPOSED CONTOUR MAJOR I, PAVEMENT MARKING III WATER TEE PROPOSED GRADING LIMITS/SLOPE LIMITS ER END RADIUS PI POINT OF INTERSECTION LB POUND ID PEDESTAL-COMMUNICATION III WATER CROSS x 953.53 x STA:5+67.19 PROPOSED SPOT ELEVATION ESMT EASEMENT PL PROPERTY LINE LF LINEAR FEET i. 980.87 EX EXISTING PRC POINT OF REVERSE CURVE LS LUMP SUM ® PEDESTAL-ELECTRIC - WATER SLEEVE 1:4 RISE:RUN(SLOPE) FES FLARED END SECTION PT POINT OF TANGENT LV LOOSE VOLUME R O-I PEDESTRIAN PUSH BUTTON " WATER CAP/PLUG HATCH PATTERNS F-F FACE TO FACE PVC POLYVINYL CHLORIDE PIPE SF SQUARE FEET -- 4 PICNIC TABLE RIP RAP FF FINISHED FLOOR PVMT PAVEMENT SV STOCKPILE VOLUME POLE-UTILITY DRAINAGE FLOW BITUMINOUS F&I FURNISH AND INSTALL R RADIUS SY SQUARE YARD n ® POST k�- _ --.,-...--•)-!,..., GRAVEL FM FORCEMAIN R/W RIGHT-OF-WAY TRAFFIC SIGNS CONCRETE a FO FIBER OPTIC RCP REINFORCED CONCRETE PIPE 0 RAILROAD SIGNAL POLE - - . F.O. FIELD ORDER RET RETAINING 0 og GRAN GRANULAR RSC RIGID STEEL CONDUIT DATE iT BOLTON 0 BSSWRIGHTCEDAR BROTHERSIOWABLVD 52SW,SUITE2A � �o NO 2G5 0 ISSUED p BID 4/6/2020 IO , SHEET R APIDS, 404 °""" JGs LOWER MUSCATCITYOFNE AREAWA STORMCITY IMPROVEMENTS Phone:(319'362-3219s UFe A.02 - Email:CedarRapids@bolton-menk.comMENK pLH ; www.bomenkcom LEGEND G o XXXXXXXXXX_ _ R.O.W R.O.W 60 - I 1 F 5.5' S' 9 1' 1' 12.5' 8.5' 5' I 2'—.— O 1.5% 1.5/0 . : ., , .. ...:. ' VARIES% 3•—. VARIES% .. ...'. •.. 2.00% 2.00% • • 5"PCC(TYP) .-L� .' 5"PCC(TYP) \— iV�.� °_ O ff/\/\f/7//\ \//\e'// �I\\ % w-�.!�:ti%/� \ \//`<�,/ ',i... —8"PCC i--1 '�' '6"MODIFIED SUBBASE -•�¢ —12"SUBGRADE PREPARATION POROUS BACKFILL(INCIDENTAL) 6"SUBDRAIN(TYPE 1) O TYPICAL SECTION-DEFOREST AVE 1"=2FT tv 1' 1' Q 12.5' t�.� P 2.00% VARIES% c.--)-: rn _ Zn 8"PCC EXISTING SECTION TO REMAIN— Y 6"MODIFIED SUBBASE— OTh 12"SUBGRADE PREPARATION— POROUS BACKFILL(INCIDENTAL) 6"SUBDRAIN(TYPE 1) O TYPICAL SECTION-GINTER AVE 1"=2FT 3! II n ao ZD M. ISSUFD PoR WR BO LTON BSS WRIGHT BROTHERS BLVD SW,SUITE 2A M..JG5 0 BID 4/6/2020 CITY OF IOWA CITY, IOWA SHEET CEDAR RAPIDS,IOWA 52404 1G5 LOWER MUSCATINE AREA STORM IMPROVEMENTS e Phone:(319)362-3219 8.01 P (SI & M E N K Email:CPhone.(3on-meton-menk.com ouuDALH TYPICAL SECTIONS& DETAILS www.bolton-menk.eom a.e"r.w,"D 0: XXXXXXXXXX MEM la IN1 ", 5"PCC SIDEWALK CURB INLET BACK OF SIDEWALK 6"SUBGRADE PREPARATION(INCIDENTAL) /; O MILO BACK OF CURB /�/ \\\ C 5"PCC SIDEWALK TYPICAL SECTION / \\\ NOT TO SCALE - -�_-�� �_ / L j %11;p0 IN IIIIII 1 0') /'/ \\I 1 A.m. ..... ....0- \\\ .. , Affmsk \, ...,,,,, I. ...,...._ Mir FILL ROCK LOG WITH 45 LBS.OF OPEN GRADED AGGREGATE CONSISTING OF ENDS SECURELY CLOSED TO INLET PROTECTION SOUND,DURABLE PARTICLES OF CRUSHED PREVENT LOSS OF OPEN WITH ROCK LOG QUARRY ROCK OR GRAVEL CONFORMING GRADED AGGREGATE FILL, 6"PCC CURB RAMP TO THE FOLLOWING GRADATION. SECURED WITH 50 PSI ZIP TIE 6"SUBGRADE PREPARATION(INCIDENTAL) GRADATION SIEVE SIZE O PERCENT 6"PCC SIDEWALK TYPICAL SECTION PASSING NOT TO SCALE 1 1/2" 100 14 95-100 3/4" 65-955-95 3/8" 30-65 / l� N lc'NO4 10-35 5"0 GEOTEXTILE SOCK,TYPE WOVEN — rU NO 10 N040 3-O2 08 MONOFILAMENT CONFORMING TO Cam} NO 200 03 SPEC.3886 TABLE 3886-1.MACHINE ".` C) 1111111 SLICE — :7 1 '. £: . Si NOTE: --,{ �ti7 ,.,..;;,_....., MOMCRUSHED CONCRETE OR BITUMINOUS SEAM JOINED BY TWO ROWS OF STITCHING —< 1 r...I, -I. SHALL NOT BE USED FOR OPEN WITH A PLASTIC MESH BACKING OR HEAT U l ; GRADED AGGREGATE. BONDED(OR APPROVED EQUAL) —,(� t 'm x ", `"' " w O INLET PROTECTION-ROCK LOG C ..w` Lo NOT TO SCALE • • .c-' ' 6"PCC CURB RAMP IN.) 6"SUBGRADE PREPARATION(INCIDENTAL) O 6"PCC SIDEWALK RAMP TYPICAL SECTION NOT TO SCALE s zi P. w0. ISSUED FOP DATE BOLTON 8SSWRIGHTBROTHERSBLVDSW,SUITE2A � DIGS 0 BID 4/6/2020 CITY OF IOWA CITY, IOWA SHEET CEDAR RAPIDS,IOWA 52404 El Phone:(319)362-3219 B O2 f w, 1 LOWER MUSCATINE AREA STORM IMPROVEMENTS & M E N K Email CedarRapids@bolton-menk.com kcom C110,Pcmecoo ALH TYPICAL SECTIONS&DETAILS c a www.bolton-rnenk.com .xTXX w alxxxxxxxxxx ESTIMATED PROJECT QUANTITIES ESTIMATE REFERENCE INFORMATION 7 2010-108-1-0 SUBBASE,MODIFIED,6-INCH ITE ITEM ITEM MODIFIED SUBBASE TO BE INSTALLED WHERE NOTED IN THE TYPICAL SECTIONS,INCLUDING THE M AS BUILT NO. CODE DESCRIPTION AREAS UNDER PCC PAVEMENT AND EXTEND 1 FOOT BEYOND THE BACK OF CURB.CONTRACTOR MAY NO. ITEM CODE ITEM UNIT QUANT QUANT. 1 2010-108-C-0 CLEARING AND GRUBBING RECYCLE THE PCC PAVEMENT THAT IS REMOVED AS PART OF THIS PROJECT TO CREATE THE MODIFIED 1 2010-108-C-0 CLEARING AND GRUBBING LS 1 SEE"R"SHEETS FOR LOCATIONS.ADDITIONAL TREES OR STUMPS THAT NEED TO BE REMOVED WILL SUBBASE AS LONG AS THE CRUSHED MATERIAL MEETS THE GRADATION OF MODIFIED SUBBASE. 2 2010-108-D-1 TOPSOIL,ON-SITE CY 350 REQUIRE PERMISSION FROM THE ENGINEER PRIOR TO COMPLETION OF THE WORK.PROTECT ALL RECYCLED MATERIAL FROM THIS PROJECT AND/OR VIRGIN MATERIAL MAY BE USED. 3 2010-108-D-3 TOPSOIL,OFF-SITE CY 350 TREES NOT MARKED FOR REMOVAL.TREES CALLED OUT FOR SALVAGE TO OWNER SHALL BE REMOVED 8 2010-108-X-X EXPLORATORY EXCAVATION WITH TREE SPADE OR EXCAVATOR AND BALLED AND BURLAPPED AND PLACED ON THE ADJACENT - 4 2010-108-E-0 EXCAVATION,CLASS 10 CY 1500 PROPERTY,COST INCIDENTAL. THIS ITEM IS FOR THE INVESTIGATION OF LOCATIONS AND ELEVATIONS OF AN EXISTING UTILITY TO 5 2010-108-F-0 BELOW GRADE EXCAVATION(CORE OUT) CY 178 2 2010-108-D-1 TOPSOIL,ON-SITE VERIFY THE POTENTIAL FOR CONFLICTS.THE ENGINEER OR THEIR REPRESENTATIVE MUST VERIFY THE 6 2010-108-G-0 SUBGRADE PREPARATION SY 5326 CONDITIONS FOUND. QUANTITY IS ESTIMATED TO ESTABLISH UNIT PRICE.NO PAYMENT WILL BE 7 2010-108-1-0 SUBBASE,MODIFIED,6-INCH SY 4890 QUANTITY IS AN ASSUMED AMOUNT BASED ON 4 INCH FINISHED THICKNESS EVERYWHERE TO BE MADE FOR EXPLORATORY EXCAVATION UNLESS SPECIFICALLY DIRECTED AND AGREED TO BY THE SODDED.CONTRACTOR SHALL MAKE ALL EFFORTS TO SALVAGE AND RESPREAD EXISTING TOPSOIL. ENGINEER.EXPLORATORY EXCAVATION WILL NOT BE PAID FOR EXCAVATION REQUIRED TO LOCATE 8 2010-108-X-X EXPLORATORY EXCAVATION HR 4 FINISHED TOPSOIL THICKNESS SHALL BE 8 INCHES.SUPPLEMENTAL TOPSOIL REQUIRED TO ACHIEVE 8 AND CONNECT TO EXISTING PIPES UNLESS THE ENGINEER AGREES THAT EXCAVATION BEYOND WHAT 9 3010-108-C-0 TRENCH FOUNDATION TON 50 INCH THICKNESS SHALL BE PAID FOR AS TOPSOIL,OFF-SITE. COULD BE CONSIDERED REASONABLE IS REQUIRED.WHERE EXPLORATORY EXCAVATION IS 3 PERFORMED IN A LOCATION THAT WILL NOT BE DISTURBED LATER,BACKFILL SHALL BE PLACED AND 10 4020-108-A-1 STORM SEWER,TRENCHED,RCP,12" LF 9 2010-108-D-3 TOPSOIL,OFF-SITE COMPACTED TO THE DENSITY SPECIFIED ELSEWHERE IN THE CONTRACT DOCUMENTS FOR THE TYPE 11 4020-108-A-1 STORM SEWER,TRENCHED,RCP,15" LF 822 OF UTILITY LOCATED.REMOVAL AND REPLACEMENT OF PAVEMENT FOR EXPLORATORY EXCAVATION 12 4020-108-A-1 STORM SEWER,TRENCHED,RCP,18" LF 306 THIS ITEM IS RESERVED FOR TOPSOIL NEEDED TO SUPPLEMENT ON-SITE TOPSOIL TO ACHEIVE AN 8 OUTSIDE OF THE PROJECT LIMITS SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. CONTRACTOR INCH FINISHED THICKNESS.CONTRACTOR SHALL MAKE ALL EFFORTS TO SALVAGE AND REUSE EXISTING HAS THE OPTION TO USE OPEN EXCAVATION OR VACUUM TYPE EQUIPMENT TO PERFORM THE 13 4020-108-A-1 STORM SEWER,TRENCHED,RCP,29"X18"ARCH LF 236 TOPSOIL ALONG THE PROJECT CORRIDOR.CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH AND EXCAVATION DEPENDING UPON SITE CONDITIONS.THIS ITEM IS NOT INTENDED TO BE USED TO FIND 14 4020-108-A-1 STORM SEWER,TRENCHED,RCP,30" LF 430 SPREAD TO ALLOW FOR A MINIMUM OF FINISHED DEPTH OF 8"OF TOPSOIL. QUANTITY IS BASED ON KNOWN UTILITY LOCATIONS. 15 4020-108-C-0 REMOVAL OF STORM SEWER,LESS THAN 36 INCH LF 285 4"OF IMPORTED TOPSOIL PLACED EVERYWHERE TO BE SODDED.ITEM IS TO SUPPLEMENT TOPSOIL 9 3010-108-C-0 TRENCH FOUNDATION SALVAGED FROM SITE.USE OF THIS ITEM MUST RECEIVE PRIOR APPROVAL BY THE ENGINEER. 16 4040-108-A-0 SUBDRAIN,6-INCH DIA,DUAL WALL SLOTTED HDPE LF 2700 17 4040-108-C-0 SUBDRAIN CLEANOUT,TYPE B,15-INCH DIA. EA 2 4 2010-108-E-0 EXCAVATION,CLASS 10 AT THE DISCRETION OF THE ENGINEER THIS ITEM IS TO INCORPORATE TRENCH FOUNDATION WHERE 18 4040-108-D-0 SUBDRAIN CONNECTION EA 23 A.THIS ITEM SHALL INCLUDE THE REMOVAL OF EXISTING SOIL AND AGGREGATE BASE,HAULING AND UNSUITABLE MATERIALS ARE FOUND BELOW THE PIPE BEDDING DURING CONSTRUCTION.QUANTITY PLACEMENT OF THE MATERIAL WITHIN THE IS ESTIMATED TO ESTABLISH A UNIT PRICE.THE ACTUAL TRENCH FOUNDATION 19 4040-108-E-0 STORM SEWER SERVICE STUB,6-INCH,DUAL WALL HDPE LF 25 GRADING LIMITS,HAULING OFF SITE OF EXCESS SOIL(WASTE),AND HAULING AND PLACEMENT OF QUANTITY USED WILL BE PAID.ENGINEER SHALL APPROVE ALL TRENCH FOUNDATION LOCATIONS 20 5010-108-E-1 WATER SERVICE PIPE,COPPER,1.5-INCH LF 25 BORROW MATERIAL IN ACCORDANCE PRIOR TO CONTRACTOR PERFORMING THIS WITH THE SPECIFICATIONS AND THESE PLANS.THE CONTRACTOR SHALL DISPOSE OF EXCESS MATERIAL WORK.MATERIAL PLACED IN LIEU OF PERFORMING NECESSARY DEWATERING SHALL NOT BE PAID. 21 5020-108-G-0 VALVE BOX REPLACEMENT EA 9 AND MATERIAL THAT IS NOT SUITABLE 22 6010-108-A-0 MANHOLE,SW-401,48 INCH EA 2 FOR EMBANKMENT CONSTRUCTION TO LOCATIONS PROVIDED BY THE CONTRACTOR.ITEM DOES NOT 10 4020-108-A-1 STORM SEWER,TRENCHED,RCP,12" 23 6010-108-A-0 MANHOLE,SW-401,72 INCH EA 1 INCLUDE ANY UTILTY TRENCH EXCAVATION. C.THE FINISHED GRADE SHALL BE OF UNIFORM CROSS-SECTION AND APPROVED BY THE ENGINEER CONNECTION TO EXISTING PIPE WILL BE INCIDENTAL TO THIS ITEM.JOINTS SHALL MEET THE 24 6010-108-B-0 INTAKE,SW-507 EA 1 PRIOR TO PLACEMENT OF THE MODIFIED REQUIREMENTS OF ASTM C-361&C-443 AND BE RUBBER 0-RING.PIPE BEDDING SHALL CONFORM 25 6010-108-B-0 INTAKE,SW-509 EA 11 SUBBASE.CONTRACTOR SHALL NOTIFY CITY OF ANY DISPUTE WITH EXCAVATION PLAN PRIOR TO WITH SUDAS SW-102,CLASS R-2.TYPE OF PIPE ALLOWED SHALL BE RCP,CLASS III. FURNISHING, 26 6010-108-B-0 INTAKE,SW-S10 EA 2 CONSTRUCTION,OTHERWISE PLAN QUANTITY WILL BE USED FOR PAYMENT.TESTING SHALL BE PLACING,AND COMPACTING CLASS A ROADSTONE BACKFILL MATERIAL SHALL BE INCLUDED IN THIS PERFORMED BY THE OWNER. ITEM IN ACCORDANCE WITH SECTION 3010 OF THE CITY OF IOWA CITY SUPPLEMENTAL 27 6010-108-B-0 INTAKE,SW-512 EA 1 SPECIFICATIONS.ANY LOCATION WHERE THE STORM SEWER IS LOCATED WITHIN 18 INCHES 28 6010-108-B-0 INTAKE,SW-541 EA 2 ESTIMATED CUT VOLUME=1500 CY VERTICALLY OR OVER A WATERMAIN THE STORM SEWER PIPE SHALL BE GASKETED WITH THE JOINTS 29 6010-108-E-0 MANHOLE ADJUSTMENT,MINOR EA 5 ESTIMATED FILL VOLUME=70 CY LOCATED AS FAR FROM THE WATER MAIN AS POSSIBLE. ESTIMATED FILL*1.3(FILL FACTOR)=91 CY 30 6010-108-H-0 REMOVE MANHOLE EA 1 ESTIMATED TO BE HAULED OFF SITE=1409 CY 11 4020-108-A-1 STORM SEWER,TRENCHED,RCP,15" 31 6010-108-H-0 REMOVE INTAKE EA 2 CONNECTION TO EXISTING PIPE WILL BE INCIDENTAL TO THIS ITEM.JOINTS SHALL MEET THE 32 7010-108-A-0 PAVEMENT,PCC,8" SY 4550 5 2010-108-F-0 BELOW GRADE EXCAVATION(CORE OUT) REQUIREMENTS OF ASTM C-361&C-443 AND BE RUBBER 0-RING.PIPE BEDDING SHALL CONFORM 33 7030-108-A-0 REMOVAL OF SIDEWALK SY 872 THIS ITEM SHALL BE USED IF UNSUITABLE OR UNSTABLE SOIL IS ENCOUNTERED BELOW THE 12-INCHES WITH SUDAS SW-102,CLASS R-2.TYPE OF PIPE ALLOWED SHALL BE RCP,CLASS III. FURNISHING, OF SUBGRADE. THIS ITEM SHALL BE USED AT THE DISCRETION OF THE ENGINEER.CONTRACTOR SHALL PLACING,AND COMPACTING CLASS A ROADSTONE BACKFILL MATERIAL SHALL BE INCLUDED IN THIS 34 7030-108-A-0 REMOVAL OF DRIVEWAY SY 174 ITEM IN ACCORDANCE WITH SECTION 3010 OF THE CITY OF IOWA CITY SUPPLEMENTAL SIDEWALK,PCC,5 INCH SY 1097 OBTAIN APPROVAL OF ENGINEER/OWNER PRIOR TO UTILIZING THIS ITEM.THIS ITEM INVOLVES THE SPECIFICATIONS.ANY LOCATION WHERE THE STORM SEWER IS LOCATED WITHIN 18 INCHES 35 7030-108-E-0 OVEREXCAVATION OF UNSUITABLE SOIL WITHIN THE RIGHT OF WAY.THE CONTRACTOR SHALL 36 7030-108-E-0 SIDEWALK RAMP,PCC,6 INCH SY 392 OVEREXCAVATE ONE FOOT OF MATERIAL,COMPACT BOTTOM OF OVEREXCAVATION,PLACE VERTICALLY OR OVER A WATERMAIN THE STORM SEWER PIPE SHALL BE GASKETED WITH THE JOINTS LOCATED AS FAR FROM THE WATER MAIN AS POSSIBLE. 37 7030-108-G-0 DETECTABLE WARNING SF 344 GEOTEXILE FABRIC ON BOTTOM OF OVEREXCAVATION AND REPLACE UNSUITABLE MATERIAL WITH tw", CLASS A ROADSTONE(IOWA DOT GRADATION#11).THIS ITEM SHALL INCLUDE EXCAVATION OF 12 4020-108-A-1 STORM SEWER,TRENCHED,RCP,18" t`..1 38 7030-108-H-1 DRIVEWAY,PAVED,PCC,6" SY 175 - c.= UNSUITABLE MATERIAL,HAULING OFF SITE UNSUITABLE MATERIAL,COMPACTION OF 39 7040-108-H-0 PAVEMENT REMOVAL SY 4595 OVEREXCAVATED AREA,PLACEMENT OF GEOTEXTILE FABRIC,PLACEMENT OF ONE FOOT OF CLASS A CONNECTION TO EXISTING PIPE WILL BE INCIDENTAL TO THTS.ITEM.JOINTS SHALL MEET THE ROADSTONE AND COMPACTION.GEOTEXTILE FABRIC SHALL BE NON-WOVEN PERMEABLE FABRIC REQUIREMENTS OF ASTM C-361&C-443 AND BE RUBBER Q-RINt...PIPE BEDDING SHALL CONFORM 40 8020-108-B-0 PAINTED PAVEMENT MARKINGS,SOLVENT/WATERBORNE STA 38.88 MEETING THE REQUIREMENT OF ASTM D-4439.FABRIC SHALL MEET THE REQUIREMENTS OF IOWA WITH SUDAS SW-102,CLASS R-5.TYPE OF PIPE ALLOWED SI4ALL•.Bl RCP;CtASS III. FURNISHING, 41 9020-108-A-0 SOD SQ 275 DOT 4196 SUBGRADE STABILIZATION MATERIAL.THE QUANTITY IS BASED ON ONE FOOT OF DEPTH PLACING,AND COMPACTING CLASS A ROADSTONE BACKFILL-MATERIAL SHALL BE INCLUDED IN THIS 42 9040-108-A-2 SWPPP MANAGEMENT LS 1 OVER AN ESTIMATED 10%OF SUBGRADE AREA. ITEM IN ACCORDANCE WITH SECTION 3010 OF THE CITY OF.1O NA CITY SUPPLEMENTAL SPECIFICATIONS.ANY LOCATION WHERE THE STORM SEWER-S LOCATED WITHIN 18-INCHES 43 9040-108-D-1 FILTER SOCK,9" LF 2480 6 VERTICALLY OR OVER A WATERMAIN THE STORM SEWER PIPE$HALL BE GASKETED WITH THE JOINTS 44 9040-108-D-2 FILTER SOCKS,REMOVAL LF 2480 2010-108-G-0 SUBGRADE PREPARATION LOCATED AS FAR FROM THE WATER MAIN AS POSSIBLE. 45 9040-108-T-1 INLET PROTECTION DEVICE EA 32 13 4020-108-A-1 STORM SEWER,TRENCHED,RCP,29"X18"ARCH t t 7 46 11010-108-A-1 CONSTRUCTION SURVEY LS 1 , INCLUDES SUBGRADE PREPARATION FOR ALL ROADWAY PAVEMENT TO A DEPTH OF 12 INCHES. . 47 11020-108-A-1 MOBILIZATION LS 1 QUANTITY IS BASED ON THE AREA OF 12 INCH SUBGRADE PREPARATION,COMPLETED IN 2-6"LIFTS, CONNECTION TO EXISTING PIPE WILL BE INCIDENTAL TO THIS ITEM.JOINT SHALL BE RUBBER 0-RING 48 11050-108-A-0 CONCRETE WASHOUT LS 1 EXTENDING 2 FOOT BEYOND THE PAVEMENT EDGE.BOTH LIFTS SHALL BE COMPACTED AND OR PROFILE GASKET COMPLYING WITH ASTM C 443.IF RUBBER 0-RING OR PROFILE GASKET IS NOT PROOFROLLED TO SATISFACTION OF ENGINEER. THE TOP LIFT SHALL BE LEVELED AND SMOOTHED AVAILABLE,USE TONGUE AND GROOVE JOINTS WITH BUTYL ROPE AND WRAPPED WITH ENGINEERING WITH A STEEL DRUM ROLLER AND PROOF ROLLED PRIOR TO STARTING SUBBASE PLACEMENT.IN FABRIC.PIPE BEDDING SHALL CONFORM WITH SUDAS SW-102,CLASS R-2.TYPE OF PIPE ALLOWED INSTANCES OF CONFLICT WITH UTILITIES,THE DEPTH MAY BE REDUCED AS DIRECTED BY THE SHALL BE RCP,CLASS III. FURNISHING,PLACING,AND COMPACTING CLASS A ROADSTONE BACKFILL ENGINEER. PREPARATION UNDER ENTRANCES,DRIVES AND SIDEWALKS SHALL BE INCIDENTAL TO MATERIAL SHALL BE INCLUDED IN THIS ITEM IN ACCORDANCE WITH SECTION 3010 OF THE CITY OF THOSE ITEMS. IOWA CITY SUPPLEMENTAL SPECIFICATIONS.ANY LOCATION WHERE THE STORM SEWER IS LOCATED WITHIN 18 INCHES VERTICALLY OR OVER A WATERMAIN THE STORM SEWER PIPE SHALL BE GASKETED WITH THE JOINTS LOCATED AS FAR FROM THE WATER MAIN AS POSSIBLE. NOTES: 1. All construction shall be in accordance with Iowa SUDAS specification and standards as amended by the Iowa City Supplemental specifications and standards. 2. The contractor or designer is required to submit to the City an as-built drawing and material list prior to project completion. 3. The Spruce Street and School water mains are drawn at nominal bury depth. The contractor shall verify the depths with exploratory excavation prior to storm sewer construction. 4. Trenching and backfill shall be in accordance with SUDAS Specifications Division 3:Trench Excavation and Backfill as o i amended by the Iowa City Supplemental.The final foot shall be compacted to at least 98%Standard Proctor Density when o under or within five feet of paved surfaces. S. All Concrete pavement removed or damaged during potholing operations must be replaced at the contractor's expense; pavement shall be replaced to the nearest joint. grc a �O�tON 856WRIGHTBROTHERSBLVD SW,SUITE 2A DESIGNED AW DJG5 MO ISSUED DAIS 0 BIDS 4/6/2020 CITY OF IOWA CITY,IOWA SHEET t.f CEDAR RAPIDS,IOWA 52404 °"w" JGS - LOWER MUSCATINE AREA STORM IMPROVEMENTS Phone:(319)362-3219 c.oi Email:CedarRapids@bolton-menk.com tlOC=O ALH E N K ESTIMATED QUANTITES&REFERENCE NOTES www.bolton-menk.com O z a"XXXXXX)(XXX 14 4020-108-A-1 STORM SEWER,TRENCHED,RCP,30" 34 7030-108-A-0 REMOVAL OF DRIVEWAY CONNECTION TO EXISTING PIPE WILL BE INCIDENTAL TO THIS ITEM.JOINTS SHALL MEET THE FULL DEPTH SAW CUTS ALONG THE REMOVAL LIMITS ARE INCIDENTAL TO THIS ITEM.THE REQUIREMENTS OF ASTM C-361&C-443 AND BE RUBBER 0-RING.PIPE BEDDING SHALL CONFORM CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL REMOVAL,EARTHWORK,SUBGRADE WITH SUDAS STANDARD PLATE SW-102,CLASS R-2.TYPE OF PIPE ALLOWED SHALL BE RCP,CLASS III. PREPARATION,MODIFIED SUBBASE AND PAVING EXPENSES DUE TO DAMAGED EDGES.ADDITIONAL ALL PIPE JOINTS SHALL BE GASKETED. CONNECTIONS TO EXISTING PIPES SHALL BE MADE WITH REMOVAL TO BE DETERMINED BY ENGINEER. PAYMENT SHALL BE MADE FOR THE AREA OF PAVEMENT FERNCO COUPLINGS. ALL PIPE SHALL BE INSTALLED PER SUDAS STANDARD SPECIFICATIONS A REMOVED,REGARDLESS OF THICKNESS. REFER TO R SHEETS FOR LOCATIONS. MODIFEIED BY THE CITY OF IOWA CITY SUPLIMENTAL SPECIFICATIONS 35 7030-108-E-0 SIDEWALK,PCC,5 INCH 15 4020-108-C-0 REMOVAL OF STORM SEWER,LESS THAN 36 INCH REFER TO B SHEET FOR TYPICAL SECTION,D SHEETS FOR LOCATION.6-INCH SUBGRADE PREPARATION THIS ITEM IS FOR REMOVAL OF EXISTING STORM SEWER PIPE SHOWN ON SHEET R.02.FURNISHING, SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. CERTIFIED PLANT INSPECTION AND MATURITY TESTING ARE REQUIRED AND INCIDENTAL TO THIS ITEM. PLACING,AND COMPACTING CLASS A ROADSTONE BACKFILL MATERIAL SHALL BE INCLUDED IN THIS ITEM IN ACCORDANCE WITH SECTION 3010 OF THE CITY OF IOWA CITY SUPPLEMENTAL 36 7030-108-E-0 SIDEWALK RAMP,PCC,6 INCH SPECIFICATIONS. REFER TO B SHEET FOR TYPICAL SECTION,D AND S SHEETS FOR LOCATIONS.6-INCH SUBGRADE 16 PREPARATION SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. CERTIFIED PLANT INSPECTION AND 4040-108-A-0 SUBDRAIN,6-INCH DIA,DUAL WALL SLOTTED HDPE MATURITY TESTING ARE REQUIRED AND INCIDENTAL TO THIS ITEM. SUBRAIN SHALL BE TYPE 1,LOCATED AS SHOWN ON SHEET B.01.SEE D SERIES SHEETS FOR 37 7030-108-G-0 DETECTABLE WARNING LOCATIONS. 17 4040-108-C-0 SUBDRAIN CLEANOUT,TYPE B,15-INCH DIA. REFER TO S SHEETS FOR LOCATION. 38 7030-108-H-1 DRIVEWAY,PAVED,PCC,6" SEE SHEET M.01 FOR LOCATION. 18 REFER TO D SHEETS FOR LOCATION.6-INCH SUBGRADE PREPARATION SHALL BE CONSIDERED 4040-108-D-0 SUBDRAIN CONNECTION INCIDENTAL TO THIS ITEM. CERTIFIED PLANT INSPECTION AND MATURITY TESTING ARE REQUIRED OUTLET THROUGH STORM STRUCTURE WALLS SHALL BE COMPLETED USING CMP WITH RODENT AND ARE INCIDENTAL TO THIS ITEM. GUARD. 39 7040-108-H-0 PAVEMENT REMOVAL 19 4040-108-E-0 STORM SEWER SERVICE STUB,6-INCH,DUAL WALL HDPE SEE SHEET M.01 FOR LOCATION.CONNECTION TO EXISTING PIPE SHALL BE INCIDENTAL.CONNECTION UNIT PRICE SHALL BE FULL COMPENSATION FOR REMOVAL OF PAVEMENT REGARDLESS OF THICKNESS, SHALL BE MADE USING"FERNCO"5000 SERIES STRONG BACK STYLE RUBBER BOOT CONNECTORS WITH TYPE,AND REINFORCING.SEE R SHEETS FOR REMOVAL LIMITS. STAINLESS STEEL SHEAR BANDS AND STRAPS. 40 8020-108-B-0 PAINTED PAVEMENT MARKINGS,SOLVENT/WATERBORNE 20 5010-108-E-1 WATER SERVICE PIPE,COPPER,1.5-INCH THIS(STEM IS FOR CROSSWALK BARS. BARS SHALL BE 3-FEET WIDE WITH 3-FOOT SPACING. ITEM IS FOR RELOCATION OF EXISTING WATER SERVICE BELOW NEW STORM SEWER BETWEEN CROSSWALK BARS SHALL MATCH WIDTH OF SIDEWALK RAMPS. EXISTING SERVICE VALVE AND WATER MAIN.REFER TO SHEET M.02 FOR LOCATION. 21 5020-108-G-0 VALVE BOX REPLACEMENT 41 9020-108-A-0 SO— D ITEM IS FOR REPLACEMENT OF ALL VALVE BOXES WITHIN PAVING.SEE TABULATION ON SHEET C.03 SOD ALL AREAS DISTURBED BY CONSTRUCTION UNLESS INDICATED ON PLANS.COST FOR WATERING FOR LOCATIONS. SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM.ROCK PICKING,FINISH GRADING,AND REWORK, INCLUDING REGRADING AND ADJUSTING GRADING,ARE CONSIDERED INCIDENTAL TO THIS ITEM. 22 CONTRACTOR RESPONSIBLE FOR PROTECTING ALL SODDED AREAS DURING ESTABLISHMENT AND 6010-108-A-0 MANHOLE,SW-401,48 INCH ACCEPTANCE.SODDING OF AREAS DISTURBED OUTSIDE OF CONSTRUCTION LIMITS SHALL BE REFER TO M SHEETS FOR LOCATION.REFER TO SHEET C.03 FOR TABULATION. RESPONSIBILITY OF CONTRACTOR AT NO ADDITIONAL COST TO OWNER. 23 6010-108-A-0 MANHOLE,SW-401,72 INCH 42 9040-108-A-2 SWPPP MANAGEMENT REFER TOM SHEETS FOR LOCATION.REFER TO SHEET C.03 FOR TABULATION. INSPECTIONS SHALL MEET THE REQUIREMENTS OF THE NPDES GENERAL PERMIT NO.2 AND SHALL BE 24 6010-108-B-0 INTAKE,SW-507 THE RESPONSIBILITY OF THE CONTRACTOR.THE CONTRACTOR SHALL MAINTAIN COPIES OF THE _. SWPPP AND ALL INSPECTION REPORTS AND SHALL BE RESPONSIBLE FOR ALL INSPECTIONS UNTIL THE REFER TO M SHEETS FOR LOCATION.REFER TO SHEET C.03 FOR TABULATION. NOTICE OF DISCONTINUATION.ALL REPORTS SHALL BE COPIED TO THE CITY. 25 6010-108-B-0 INTAKE,SW-509 43 9040-108-D-1 FILTER SOCK,9" N C:=) REFER TO M SHEETS FOR LOCATION.REFER TO SHEET C.03 FOR TABULATION. N QUANTITY IS AN ASSUMED AMOUNT NEEDED FOR EROSION CONTROL.QUANTITY SHALL BE FIELD--"'- C 26 6010-108-B-0 INTAKE,SW-510 MEASURED FOR FINAL PAYMENT.ITEM INCLUDES INSTALLATION AND MAINTENANCE OF FILTER r REFER TO M SHEETS FOR LOCATION.REFER TO SHEET C.03 FOR TABULATION. SOCKS.SEE EROSION CONTROL PLAN FOR PROBABLE LOCATIONS. - : `, —a „ 27 6010-108-B-0 INTAKE,SW-512 44 9040-108-D-2 FILTER SOCKS,REMOVAL '�r.i 7 REFER TO M SHEETS FOR LOCATION.REFER TO SHEET C.03 FOR TABULATION. l" "‹ i M..m,< QUANTITY IS AN ASSUMED AMOUNT NEEDED FOR EROSION CONTROL.QUANTITY SHALL BE FIELD al a 28 6010-108-B-0 INTAKE,SW-541 MEASURED FOR FINAL PAYMENT.ITEM INCLUDES DISPOSAL OF FILTER SOCKS AND ACCUMULATED-1 n r+^—.J REFER TO M SHEETS FOR LOCATION.REFER TO SHEET C.03 FOR TABULATION. SEDIMENT OFF-SITE AND RESTORATION OF THE AREA TO BE FINISH GRADED.SEE EROSION CONTR<—n 32°' PLAN FOR PROBABLE LOCATIONS. 29 6010-108-E-0 MANHOLE ADJUSTMENT,MINOR 45 9040-108-T-1 INLET PROTECTION DEVICE C=C- ITEM SHALL INCLUDE NEW MANHOLE RISER AND COVER CASTINGS WITH IOWA CITY LOGO AND i'" 4.,0 APPROPRIATE UTILTY DESIGNATION. REFER TO D SHEETS FOR LOCATION. ADDITIONAL QUANTITY,IF REQUIRED,SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENV-. •• 30 REMOVAL OF INLET PROTECTION DEVICE SHALL BE CONSIDERED INCIDENTAL. MAINTENANCE OF .> (V 6010-108-H-0 REMOVE MANHOLE INLET PROTECTION DEVICES INCLUDING REMOVAL OF SILT TRAPPED IN THE DEVICE SHALL BE AT NO (7l REFER TO R SHEETS FOR LOCATIONS. REMOVED STRUCTURE SHALL BECOME PROPERTY OF THE ADDITIONAL COST_SEE B SHEET FOR DETAIL OF INLET PROTECTION. CONTRACTOR AND PROPERLY DISPOSED OF. 46 11010-108-A-1 CONSTRUCTION SURVEY 31 6010-108-H-0 REMOVE INTAKE THIS ITEM IS FOR ALL SURVEY WORK NECESSARY FOR CONSTRUCTION OF THIS PROJECT AS DETAILED ON THE CONSTRUCTION DOCUMENTS AND APPROVED REVISIONS.ELECRONIC DRAWINGS IN REFER TO R SHEETS FOR LOCATIONS. REMOVED STRUCTURE SHALL BECOME PROPERTY OF THE AUTOCAD CIVIL 3D 2019 FORMAT WILL BE MADE AVAILABLE FOR THE CONTRACTORS USE AT NO CONTRACTOR AND PROPERLY DISPOSED OF. ADDITIONAL COST,SUBJECT TO SIGNED ACCEPTANCE OF THE ENGINEER'S CONDITIONS OF USE 32 7010-108-A-0 PAVEMENT,PCC,8" AGREEMENT. 47 11020-108-A-1 MOBILIZATION REFER TO B SHEET FOR TYPICAL SECTION,D SHEETS FOR LOCATION. CERTIFIED PLANT INSPECTION AND MATURITY TESTING ARE REQUIRED COST INCIDENTAL TO THIS ITEM. THIS ITEM IS FOR ALL PREPARATORY WORK AND COSTS INCURRED BEFORE BEGINNING THE WORK ON 33 7030-108-A-0 REMOVAL OF SIDEWALK THE PROJECT AND DURING THE PROJECT. THIS ITEM SHALL ALSO INCLUDE THE COSTS FOR ANY STAGED CONSTRUCTION AND EQUIPMENT SET UP TO COMPLETE THE WORK.THIS ITEM TO BE PAID PER SUDAS 11,020,1.08A. FULL DEPTH SAW CUTS ALONG THE REMOVAL LIMITS ARE INCIDENTAL TO THIS ITEM.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL REMOVAL,EARTHWORK,SUBGRADE 48 11050-108-A-0 CONCRETE WASHOUT PREPARATION,MODIFIED SUBBASE AND PAVING EXPENSES DUE TO DAMAGED EDGES. ADDITIONAL 5,1 REMOVAL TO BE DETERMINED BY ENGINEER. PAYMENT SHALL BE MADE FOR THE AREA OF PAVEMENT ITEM INCLUDES FURNISHING AND THE PERIODIC CLEANOUT AND PROPER MAINTENANCE OF THE 8, REMOVED,REGARDLESS OF THICKNESS.REFER TO R SHEETS FOR LOCATIONS. WASHOUT AREA AS DIRECTED BY THE ENGINEER.CONCRETE WASHOUT SHALL BE NOTED IN THE eo SWPPP MANAGEMENT AND INSPECTION REPORTS. r. .0 �� o.rz cm BOLTON SSSWRIGHTBROTHERSBLVDSW,SUITE2A "JGS 0 SBIDp 4/6/2020 CITY OF IOWA CITY, IOWA SHEET CEDAR RAPIDS,IOWA52404 °""w" JGS LOWER MUSCATINE AREA STORM IMPROVEMENTS c 362-3219 u & M E N K Phone:ids bolton-m o'" C.02 Email:CedarRapids@bolton-menk.com eton-menk.com an ALH ESTIMATED QUANTITIES&REFERENCE NOTES Sa0 www.bolton-menk.comCLINT MI NO 0 ��xxxxxxxxxx lee-19 04-19-16 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE 104-10 Possible Standards: EC-204 08-01-08 Location Length of Installation _ ADJUSTMENT OF FIXTURES 9 inch Dia 12 inch Dia 20 inch Dia Rema ks Location BeginLF IF No. Station End Station SideType of Fixture Adjustment Staticn 21+86.00 22+52.00 LT 70.9 Deforest Ave. 1 2245.89 SANITARY MANIDLE MINOR MANHOLE ADJUSTMENT(OEFOREST AVE) 21+86.00 22+52.00 RT 70.e Deforest Ave. 2 22+73.12 VALVE BOX VALVE BOX REPLACEMENT (DEFOREST AVE) 22+91.00 25+45.00 -LT 237.0_ . Deforest Ave. - 3 22+76.80_ VALVE BOX _ VALVE BOX REPLACEMENT (DEFOREST AVE) 23+32.00 25+61.00 RT 2I7.0 Deforest Ave. _ 4 22+76.70 VALVE BOX - - VALVE BOX REPLACEMENT (DEFOREST AVE) 25+88.80 28+55.00 LT 271.0 Deforest Ave. 25+84.00 32+53.00 RT 642.0 Deforest Ave. 5 22+77.26 VALVE BOX VALVE BOX REPLACEMENT (DEFOREST AVE) 6 28+82.97 SANITARY MANHOLE MINOR MANHOLE AD7U57MENT(DEFOREST AVE) 29+00.00 31+40.00 LT 224.0 _Deforest Ave. 7 28+98.37 VALVE BOX VALVE BOX REPLACEMENT (DEFOREST AVE) 31+85.00 33+96.00 LT 215.8 Deforest Ave. 8 31+55.37 VALVE BOX VALVE BOX REPLACEMENT (DEFOREST AVE) 32+86.00 34+20.00 RT 139.0 Deforest Ave. 9 31+57.45 VALVE BOX VALVE BOX REPLACEMENT (DEFOREST AVE) 200+69.00 201+06.00 LT 66.0 Ginter Ave. __ 10 31+67.53 SANITARY MANHOLE MINOR MANHOLE ADJUSTMENT(CEFOREST AVE) 200+67.00 201+02.00 RT 60.0 Ginter Ave. 11_ 32+71.93 SANITARY MANHOLE MINOR MANHOLE ADJUSTMENT(DEFOREST AVE) 201+32.00 203+91.00 LT 173.e Ginter Ave. 12 32+55.63 VALVE BOX VALVE BOX REPLACEMENT (DEFOREST AVE) 201+29.00 201+78.00 RT 81.0 - Ginter Ave. 13 33+80.86 VALVE BOX VALVE BOX REPLACEMENT (DEFOREST AVE) 14 201+17.67 SANITARY MANHOLE MINOR MANHOLE ADJUSTMENT (LINTER AVE) 110-5 10-20-15 SIDEWALK AND TRAIL REMOVAL " Not a bid item Begin End Area Saw Cut" Remarks Station Station - SY IF 22+36.36 22+44.36 3.6 Deforest Ave Sidewalk _ 22+27.49 22+37.49 4.4 Deforest Ave Sidewalk 22+88.23 25+42.41 113.0 Deforest Ave Sidewalk 26+00.49 28+42.52 107.6 Deforest Ave Sidewalk Deforest Stonn StruRures NAME TYPE STATION OFFSET TO CENTER RIM/ SUMP/INV Deforest Storm Pipes 29+09.42 31+42.30 103.5 Deforest Ave Sidewalk OSETTOCEN E FORM GRADE 31+94.10 33+96.72 90.1 Deforest Ave Sidewalk 22+92.07 25+46.71 113.2 ' Deforest Ave Sidewalk 25+97.23 32+38.27_ 284.9 Deforest Ave Sidewalk INT-07A SW-509 100+11.36 28.09L 723.21 720.49 FROM TO PIPE PAGE P 32+94.34 34+09.90 51.4 Deforest Ave Sidewalk STRUC STRUC DIA LENGTH E GRADE ----- ANT-07 SW-509 100+11.32 0101 72121 720.54 INT-06 ANT-05 15" 26134 2.25% MH-03 SW-401N 101+13.56 2.51R 722.10 718.19 INT-OS INT-04 18" 249.21 050% -. INT-06A SW-509 103+10.25 27.93 L 712.99 710.18 INT-04 MH-02 29"08"ARCH 235.33 0.27% INT-06 SW-509 103+10.29 0.07R 712.99 709.00 110-1 • INT-OS SW-509 105+73.62 0.00 707.67 702.g7 MH-02 INT-Ol 30" COI 305.68 0.30% 04-16-13 INT-02A INT-028 15" Nana]. 2.92% INT-04A SW-512 108+07.97 17.11R 706.39 701.95 INT-02B MH-02 15" 20.15 •2.14% REMOVAL OF PAVEMENT1 xs. 0 INT-04 SW-509 108+22.83 0.03E 704.87 700.87 INT-03A INT-04 -;S.i{" -^88.00 0.50% Not a Bid Item INT-03A SW-509 108+22.94 28.03L 704.87 701.86 INT-06A INT-06 '-.1 " 1" I Begin End Pavement Area Saw Cut' 28.00 1.00% INT-02B SW-509 110+63.65 19.41R 704.41 699.97 - ) e• Side Rena,. INT-OS 15" a"69.93 3.50% Station Station Type INT-02A SW-541 110+36.72 19.27R 704.40 700.86 INT-DOA INT-Ol 28.72 2.18% SY LF 21+86.09 33+95.% LEFT CONCRETE 1898.4 25.0 DEFOREST AVE MH-02 SW-401 130+58.17 0.02R 703.87 698.05 INT-Ol MH-Ol 96.97 Q64% 21+86.01 34+36.66 RIGHT CONCRETE 1964.3 87.0 DEFOREST AVE INT-01 SW-510 111+63.84 0.47R 703.17 697.79 INT-04A INT-04 0 .69 1.00% 200+77.07 203+86.90 LEFT CONCRETE 516.7 25.0 GINTER AVE INT-DIA SW-S09 111+64.77 28.23L 703.16 699.96 �'.. iJ 200+77.07 201+70.04 RIGHT CONCRETE 214.8 25.0 GINTER AVE INT-07A INT-07 -3 15 �2)8.00 050% MH-01 SW-401N 112+00.30 6.09E 702.77 69517 INT-07 MH-03 'y 15" ..II12.28 150% MH-03 INT-06 15" 19574 4.08% 118-0E 04-17-18 Ginter Storm Structures Ginter Storm Pipes REMOVAL OF CONCRETE DRIVES OFFSETTOCENTER RIM/ FROM TO PIPE PIPE PIPE Not a Bid Item NAME TYPE STATION OF STRUCTURE FORM GRADE SUMP/INV STRUC STRUC DIA LENGTH GRADE _ Location I Area Saw Cut" Remarks StationSide' SY LF _ MT-10A SW-507 0+85.68 28.56R 695.95 692.28 INT-10 PIPE PLUG 30" 286.58 1.47% 23+86.67 LT 11.3 DEFOREST AVE 24+54.89 LT 11.8 DEFOREST AVE INT-108 SW-509 1+02EA 48.26R 695.50 692A0 INT-10D INT-10 18" 2543 OAO% 27+71.49 RT 41.4 DEFOREST AVE INT-10C SW-541 1+29.17 48.96R 695.44 692.71 INT-10A INT-10 18" 28.59 0.44% 29+80.37 RI i 25.7 DEFOREST AVE 30+66.11 LT I 23.3 DEFOREST AVE -- INT-10 SW-510 0+84.44 0.00 695.33 690.67 INT-10B INT-10A 15" 26.00 0.46% " 31+07.58 RT 1 25.0 DEFOREST AVE -___ 33+27.02 RT 9.8 10.0 DEFOREST AVE INT-10D SW-509 1+04.75 16.90E 694.35 691.93 INT-IOC INT-10B 15" 26.54 1.18% o 202+84.49 LT 25.4 - 25.4. GINTER AVE EXINT1 EXISTINGSW-510 3+91.52 0.00 690.98 686.06 INT-10 12" 8.75 3.76% PIPE PLUG Null Structure 203+71.02 14.73 L 688.84 7?7 PIPE PLUG EXINT1 EX 30" 20.50 1.95% z' dH 4m y� a, eg E1 BOLTON 855 WRIGHT BROTHERS BLVD SW,SUITE 2A °M4MO SGS 0 BID 4/6/2020 CITY OF IOWA CITY, IOWA SHEET CEDAR RAPIDS,IOWA 52404mwix HORZ. "���0 VERT. ������0 Phone:l319)362-3219 1Gs LOWER MUSCATINE AREA STORM IMPROVEMENTS & MENK ° `° CO3 €5 SCALE FEET SCALE FEET Email:C w.boltdonn.melnk mnk.com IA 0OMIT xo TABULATION S p z XXXM)00 0( 100-24 04-21-15 PCC PAVEMENT i ---72== Channekzed Intersection Widen Existing Roadway . , Typical Intersection raised island area or rurh. Refer to tahulatiro 112-4 for quantities. 0 Channekzed Intersection 0 Refer to Of-410, PV-411, PV-412, and PV-414. Recons'rocted Roadway Ramp or Loop Taper e Quantity Includes Pavement Header. Location Mainline Area(3..) 0 Total Area By Special Modified Granular ireckiluba Road Identification D tion Station to Station Width Length Area e ® 00000 0 Pavement Thickness Bacfl Sbse Subbase Remarks of Travel SY FT FT SY SY SY , SY SY , SY SY SY SY 7 IN 8 IN , TONS CY SY - Deforest Ave. 80TH 21486.04 33495.96 25.0 1209.9 330.9 3360.9 Deforest Ave. EB , 33+95.96 34+36.66 12.5 15.3 21.3 21.3 ' . _.... _ School Bus LoW BOTH 900+71.75 900+87.57 25.2 15.8 44.3 7.2 . 51.5 Franklin St BOTH 480+87.43 400+67.39 25.2 20.0 , 56.1 11.2 67.3 . -- West School Lot Drive BOTH 600472.45 800+87.50 1 20.8 15.1 34.8 4.8 39.6 Ash St BOTH 700487.50 700+05.97 25.2 21.5 60.2 11.2 . 71.4 , Pine St _80TH 600+87.45 600+69.93 25.3 17.5 49.1 60.4 _- -.-- N Spruce 80TH S00+11.84 500+29.67 25.3 17.8 SO.1. 11.1 . 61.2 S Spruce St 80TH _ 100+61.11 100+87.50 25.2 26.4 73.9 10.7--.4 , , 258.5 84.6 - , , Ginter Ave BOTH 200+76.99 201+70.04 25.0 93.0 258.5 , Ginter Ave EB 281170.04 203.86.69 12.6 216.8 304.3 , Ash St BOTH 300+18.73 300+46.39 25.1 27.7 , 77.3 _ _ 10.9 88.2 - :Ash St BOTH 300471.54 300+95.68 24.9 24.1, 66.7 10.7 77.4 - - • CZM P....., 108-22 --- =id 04-16-13 PAVEMENT MARKING LINE TYPES ...„-:,........ 'V . . See PM-110 -1..>---i %C) .8014 Place on the same side of the roadway to match existing markings near the project. ...MNY4 Factor of 1.00 as value includes number of 4-inch passes to cover median nose area. C")`‹ ..NPY4 For estimating purposes only. No Passing Zone Lines will be located in the field. CHME, Channelizing Line (White) @ 2.00 ......,A CD , * ; Location Length by Line Type ilnfactored) I ' n ..4' ----r-, . , Dir. of Side CHIA Remarks CD....,,i'.. !"..."'' Road M Station to Station Parking Type 1 STA STA Travel L C R STA STA STA STA STA STA STA STA L STA „., STA STA STA STA •• Deforest 22+54.16 22+70.08 ' BOTH Highbuild Waterborne Paint 0.24 _ . Deforest 22+53.73 22+77.69 BOTH Highbuild Waterborne Paint 0.24 Deforest 22+86.10 22+136.18 BOTH Highbuild Waterborne Paint 0.24 CJM . , , Deforest 25+49.76_ 25+49.37 BOTH Highbuild Waterborne Paint _ 0.24 ,_ _ __ Deforest 25+61.31 25+85.10 BOTH Highbuild Waterborne Paint 0.24 - _ Deforest _ 25+62,49 25+02.02 BOTH Highbuild Waterborne Paint 0.20 . Deforest 28+59.81 28+59.73_ BOTH Highbuild Waterborne Paint 0.24 - - - Deforest 28+71.22 28+95.26 BOTH Highbulld Waterborne -Paint i 0.24 Deforest 31+44.54 31+46.16 BOTH Highbuild Waterborne Paint 0.24 __ Deforest 31+56.05 31+130.07 BOTH Highbuild Waterborne Paint 0.24 Deforest 32+59.11 _ 32+03.01 _ BOTH Highbuild Waterborne Paint 0.24_ , . . . - - . Factored Total:Highbuild Waterborne Paint 38.88 - - - - - - - - III Rid Quantity: Painted Payment inarkino, Highbuild Waterborne 38.88 Hit 1 .I . .... _ _--, . E ..7.1 if fp Zg 0 R8 e 1 f i DE9.40 BRRAOTHPIDESRS,10BwLVAD5S2W,SUITE 2A .... POO SAKO. WE 404 -3218 ljGGSS LOWER M N E M IMPROVEMENTS 855 WRCIGEDHTAR Email: Phone:(319)CedarRapids@bolton-menk.com362 :::::.NO ,ulE" in e Ema www.bolton-menk.com ALH 0 BID 4/6/2020 CITY OF IOARWEAAsTC0ITRY, 10WA o 25 0 s lo BOLTON HORZ. .. , ' "1• 5° VERT. .m.p••••, '•• i 1 C.04 SCALE FEET SCALE FEET & MENKTABULATIONS 0 i )000000GYJ0i 102-3 10-16-18 ACCESS POINTS AND SAFETY RAMPS Refer to Cross-Sections Length of Unclassified Pipe calculated is based on using Corrugated Metal Pipe. Refer to MI-210 2 Refer to EW-501. 3 Refer to EW-501 or EW-502. 'Predetermined for access point not constructed with this project. Location Type Length of Opening \J `', O O Q Pipe Culvert Driveway Surface Area Dr_veway A, B, C. 1K" 3 O O Aprons - Surfacing Rmarss Station Side Safety Ramp, Case Dropped Dropped ( tl 1 Size Length� Lt. Rt. HMA PCC Material or Predetermined* _ ��/- _ -3 - 1 or 2 LF LF FT FT FT FT IN LF LF LF No. SY SY TON 23+87.14 LT ' C 2 _ 16.0 9.0 11.9 DEFOREST AVE. 24+55.55 LT C 2 19.0 12.0 _ 14.9 DEFOREST AVE. 27+71.51 RT C 2 33.0 30.0 _ 38.9 DEFOREST AVE. 29+79.91 RT C _2 29.0 _ 21.8 _ _ 23.7 DEFOREST AVE. 10+66.48 LT C 2 27.0 20.0_ _ - 21.4 DEFOREST AVE. 31+07.38 RT C 2 29.0- 22.0 _ _ 24.9 DEFOREST AVE. 31+70.49 RT C 2 19.0 11.0 _ _ 15.0 DEFOREST AVE. 33+27.20 RT C 2 16.0 10.0 _ 9.4 DEFOREST AVE. 202+84.69 LT C 2 28.0 20.0 24.2 GINTER AVE. 113-1 04-16-19 SIDEWALKS See MI-220 and S Sheets Buck or L .0 f1F...... c.f S,J .:,lk -- I 1'PCC 6'PCC 0"PCC 10'FCC Detectable Intmsettioni Road Quadrant/Side Length (2) O S Sidewalk Sidewalk Sidewalk Sidewalk Warnings Remarks FT FT % re SY SY SV Sr Deforest/Franklin _ NW 5_ VARIES 5.00_ VARIES_ - 10.1 , _ _ 10 _ADA RAMPS Deforest/Franklin NE 10 VARIES_~ 5.00 VARIES 14.2 20 ADA RAMPS _Deforest/Franklin SW S VARIES 5.00 VARIES 15.3 10 ADA RAMPS Deforest/Franklin SE 11 VARIES 5.00 VARIES 18.0 24 ADA RAMPS Deforest/Ash NW 10 VARIES 5.00 VARIES 22.2 20 ADA RAMPS Deforest/Ash NE S VARIES 5.00 VARIES 10.8 10 ADA RAMPS F,a Deforest/Ash SW 10 VARIES 5.00 VARIES 25.7 _ 20 ADA RAMPS Deforest/Ash SE_ 5 VARIES 5.00 VARIES _ 10.2_ _ 10 ADA RAMPS (� Deforest/Pine NW 10 VARIES_ 5.00 VARIES_ _ 29.2 _ 20 ADA RAMPS -c - ' Deforest/Pine NE 5 VARIES 5.00 VARIES 12.3_ _ 10 ADA RAMPS j Deforest/Pine SW 5 VARIES - 5.00 VARIES 17.9 10 ADA RAMPS ---4 73 r=:""'"' Deforest/N Spruce NW 10 VARIES 5.00 VARIES' 20.0 _ 20 ADA RAMPS Deforest/N Spruce NC 5 VARIES S.00 VARIES 12.2 10 ADA RAMPS r Deforest/N Spruce SW 5 VARIES 5.00 VARIES 20.9 Cn _ 10 ADA RAfpS Deforest/S Spruce SW 5_ VARIES 5.00 VARIES_ 19.4 _ 10` ADA RMDS f Deforest/S Spruce SE 5 VARIES 5.00 VARIES 10.9 10 ADA RAMPS r Tyr i • F Deforest/Sycaore NW 10 VARIES 5.00_4 VARIES , 23.4 20 ADA RAMPS � K. ,,,,:r Deforest/Sycamore SW 18 VARIES 5.00 VARIES 13.3 20 ADA RAMPS Ginter/Ash NW 10 _ VARIES 5.00 VARIES 25.2 20 ADA RAMPS i "F Ginter/Ash NE 10 VARIES 5.00 VARIES 17.2 2e ADA RAMPS •• Ginter/Ash SW 10 VARIES 5.00 VARIES 21.4 20 ADA RAMPS yy N Ginter/Ash SE 10 VARIES S.00 VARIES 21.9 20 ADA RAMPS al 113-1A 04-16-19 SIDEWALKS See MI-220 and S Sheets_ (- E1wok of Curb r F.00 of Sadowmlk - (2?- --{72>.----1 O - Road Identification Station to Station Side O C O Sidewalk Sidewalk Sidewalk Side walk Warn:nese Remarks _ F1 FT X SY SY SY _ SY SF v Deforest 22+36.36 22+44.36 L 9.20_ 4.00 VARIES 3.6 Deforest 22+27.49 22+37.49 R 9.50 4.00 VARIES 4.4 Deforest 22+88.23_ 25+42.41 L 0.50 5.00 VARIES 141.2 Deforest 26+00.40 28+42.52 L 9.00 5.00_ VARIES 134.5 Deforest 29+09.42 31+42.30_ L 8.30 5.00_ VARIES 129.4 _ _Deforest 31+94.10 33+96.72 L 9.00 5.00 VARIES 112.6 3 Deforest 22+92.07 25+46.71 R 8.30 5.00 VARIES 141.5 z._ Deforest 25+97.23 32+38.27 R 9.00 5.00 VARIES 356.1 19, Deforest 32+94.34 34+03.90 R VARIES 5.00 VARIES_ 64.2 , y D Deforest 22+36.36 22+52.63 L VARIES 5.00 I VARIES 9.0 o II , P.8 NO UM roe ware �w BOLTON 855WRIGHTBROTHERSBLVDSW,SUITE2A eDJGS 0 BID 4/6/2020 CITY OF IOWA CITY, IOWA SHEET CEDAR RAPIDS,IOWA 52404 °""'"" - m1 HORz. wasm�wa�O VERT. .wa.wawa� Phone:(319)362-3219 orr� JGs LOWER MUSCAT NE AREA STORM IMPROVEMENTS MENK C.05 s SCALE FEET SCALE FEET Email:CewdvaMR��don�-melnk. menk.com ALH s WOO TABULATIONS 0= )00000 xxxx i 1 1! • 11 / tom' INLET PROTECTION,TYP.7) — C NZ A =.1 CD of C'?.< t. A µ.CO''' 1132 ASH ST 1SSOGIME0.AVE 1r,1 „ 'O *w. 1131 ASH ST MANUEL T.TREVIZO DOUGUS&GUYLW SMALL REBECCA VONBEHREN N WORK AREA SOD,TYP. PROPOSED FLOW ARROW,TYP. �����,r i ; -„,..........................„..........................,.._ ,„:„..„...................„.,-,...: . EXISTING FLOW ARROW,TYP. 1 , /`N :\•............. !_., 4. I'_ ,A,1► 1► ri MO - i+' • H E j t t �; FILTER SOCK ALONG BACK OF CUR3,TYP. \ t: 1A' 11/4 Y 1204 ASH ST MIC VINE 5T W 1203 ASH ST RANDY FERDIG MICHAEL CULLIVAN&HEATHER NEW MAN I Z R GRZEGORZ CIACH HI C W Q i INLET PROTECTION,TYP. tri 7. Ai zr -o a 0 o s -- 855 WRIGHT BROTHERS BLVD SW,SUITE 2A vvcxru 1G5 0 BID 4/6NO. Min HA /2020 CITY OF IOWA CITY,IOWA 0 30 60 B O LTO N CEDAR RAPIDS,IOWA 52404 �� HORZ. ��� Phone:(319)362-3219 1GS LOWERMUSCATINEAREASTORMIMPROVEMENTS fr SCALE FEET Email:CedarRapids@bohon-menk.com ��ALA M E N KCE.02 www.bohon-menk.com ®= azxzo«�oa EROSION CONTROL GINTER AVE 4,► r • A Z • TER IOW ST G_ y GREATER I ELL CITY \ 1438 ASH ST 1437 PINE 5T HOUSING FELLOWSHIP _ '- / \\ 1437 ASH ST TIGERHAWK PROPERTIES,LLC BILLY&DEBRAH FORDICE ADJUST V LVE ADJUST WATER VALVES I CIDENTAL) 1400 DEFOREST AVE PRO HOMESOL •4 r CIDEN AL) ( KELLY MCCORKLEI MINOR MANHOL_ADJ.\\.}STA:25.60.83 P STA:25+85.98 STA:2.+70.J2 I MINOR MANHOLE Ail. A:2N78.93 / i 1...... 34.03L Y 33.95'. 3o.OdL 1 STA:2999fi6- yy. - STA.22+53.72 1 57l / PROD I OTTOM OF DROP BOTTOM Of DROP II 3zsa L 1 r'T BonoMOP DROP I I i li SA n 25 �..,�.�„ -x x x- SEE"5"SHEETS FOR CURB RAMP DETAILS TYP `/ mg?: (TYP) s]Aza+�0.61 �m cOn. '1� ., .. .2 ]89n .Y,-...-,..,--,.-Y Y I I y Q ', 26.01� 26.55'L f x- - ___ _-. ____a' - $TA:22+53.56 �. i•� 2 'L 1 I I +��o '." 22..r L N�I > 5"PCC SID' ALK I \ I I I I I I L I---- -5"PC DEWALK -I I:0 , 1 BO OM O'DROP _74 •TA .47.38 V• H ' D ` ` F12.5'L • i,11,-,, i` GOOF DROP BOTTOM AOF+DJ dP J' , L h OTTOMO DROP- _ -B0:NM'OP DROP^9:A:25+82T3 - -- L BOTTOM OF DROP BOTTOM OF DROP BOTTOM Of DROPJ- BOTT 14 OF D P BOn - STA i 5.59.24 21.54'l 5.84'L STA:21+86.09 STA:22.52.37 STA:22.80.28 STA:23.79.27 STA:23.9.1 �� STA:25.52.38 21.0-1'l DEFOREST AVE BOTTOM OF DROP OTTOM OF DF 91 12.50'l -_22 21.S9�L 2105'L 23 _ 12.50'L Z4 12.50 L 2� _24 07'L . BOTTOM OF D40P 26 - - 27 28 STA:28«52.$0 BOTTOM F DROP 29 STA'J8+97 S7 BOTTOM OF DROP STA:25.51.82 BOTTOM OF DROP BOTTOM OF DROP ---DLit" STA - 20.84'L BOTTOM OF DROP -BOTTOM OF DROP STA:25+46.76 12.50'R 7"PCC PAVEMENT STA:27+55.17 STA:27.87.8S 21.46'L STA:22.52.82 STA:22+78.69 BOTTOM OF DROP A 22.10'R 21.70'R 12.50'R S 12.50'R 12.50'R BOTTOM F D BOTTOM OF CROP 'ill STA:21+85.98J STA:22+27A9SI= • 33 'C I'_' '.0 '1. lib SO ;� -_- .� - 2:: io +f, 3� 12.50' 12.50' 30 .. 12.50'R 21.98'R r . ---"- / 5"PCC IDEWALK ) I 5"PCC SIDEWALK - _ -_-_ _- .. -S. // aM.of DROP- __._ ------- -- •• -- STA:22+2J.49 1 BOTTOM OF DROP IE \ ( ._-STA95+61,66---_- ' STA:25.82.67 // 27.02'R / r 26.70'R SiA:22+]8.30 I 1 20.68'R I 25.75'R BOTTOM OF DROP R v . BOTTOM OF DROP 6" STA22+53.07 STA:22.53.08 STA:22+7826 STA.25+61.82 I STA.25+82 66 27.18'R 2824'R 28.26 R RELOCATE OVERHEAD 25.68'R STA25+6183 2762'R ADJUST WATER VALVE(INCIDENTAL) ELECTRIC(BY OTHERS) 21.55 R 3„; FAITH UNITED CHURCH OF • 6-INCH PCC SLAB,39 SY 6-INCH PCC DRIVEWAY,TYP- MARK TWAIN ELEMENTARY SCHOOL • • NOTE:ALL SIGNS TO BE REMOVED AND REPLACE BY CITY - -- ,I, • • 735 ... ......... ......... ......... ....__ ....:.___:_ ... ---.---_:.__ ._._ ..... ... ......... ......... ......_.._..__ _.• ..._..__... .-_.__-... __...... _..... _....... ....... _-___-_ _ ---_ _--- .. 735 .. I:I3+58 56. ....... ......:':'3... .. 730 g ... ......... ......... ......... ......... ......... 3 �x3 k.. ... ._ 730 +le••••••• ... ......... ..... a,a..... Y6+V fPf LO 0.1 In) _ 725 F4, ........ -. m --- ----. .In Ca. ... ......... ......--- .._..... ..._... ...VPC 25+21:84..... .._..... .....----- ...------- ......... ....-----. ......... ......... ......... ......... .-- .... _ ::"113% CT. ....... ......... ......... N.W CO A EL 713.37 CD: �..:.:. .:..... .:.: 17.6 .D Q pp ......... ......... ......... ......... ......... ......... ......... ........ ......... ......... 4.830 ......... ......... ......... ......... ......... ......... ......... ........ ......... ......... ......... ': a W ......I...... !�......... ... ..... .. .... .. ...... ......... ......... ......... ......... ......... ......... ......... ......... ......... .....Et::7.F5.85 ... .. .. ......... .. ... .. .... ........ .... ... .... ...... .. ..... ... ... ..... PROPOSED CLPROFILE .... -.. ... .. .. .. .. ... ......... ... ........ . .. t_ lf+' .... .... _ of ......... .... .... .....I ....... ....... ..... ..... ... .. .....�......... ........ ....... .i ..': _. ... ....... .. ........ .. .. "' _ • ....... I T 1. 7705 ..... .. .. . .. .. ..• ... ... ... .. .. - .. ExisTitimPROFILE ELEVATION Q : ... .. ... ... .. ... .. ...... .. .... .. .. .. .... .. .. .. .. .... ... E; _ZOO PRO OSEROFILE N _._ - - I ... ... .. t.: .... ... .. -.-... ... .. ... "_ .. .... .. ...... .. .. ..... ... ... ..... .. .'.. ..-. ... ... 2 2 ... ... '.O W L'1 Q �N 1 Q .'1 N. N ry co' M M M M 00 �ti Q t0 r` -O 01 ,-• O!� Q N .... V1 Q V r� O G.CO n tO r Q M.1. 1D CO Cl M Q CO O M .D 00 N M .0 CO M rn O v1 M O CO ip co N W M N O N Q M 07 M.N N N N N .4 .. rl ... O O 02 01 CO a0 50,J3 21 N N ' ..'rlf fF`' N N eY N .y- rl • O O O O .. Cl 01 W 00 00 00 D] I� h N h lD tD,O 50 ,O m ..,... N ^N N N N N N N N N ^ N ^ ^ ^ n ^ .e--ii i-1 .-1.y .-:.-i .-i O O O O O O O O O O O O O O O O 695 N N � N ^�. NN N NTT nN nN � � 695 R1 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 3 855WRIGHTBROTHERSBLVDSW,SUITEZA "rPJGS 0 BID 4/6/2020 CITY OF IOWA CITY, IOWA SHEET 6OLTON CEDAR RAPIDS,IOWA 524D4 0 HORZ. .m� D VERT. � D Phone:(319)362-3219 NUM JGs LOWERMUSCATINEAREASTORMIMPROVEMENTS €5 SCALE FEET SCALE FEET Email:CedarRapids@bolton-menk.com D.Ol $< E N K www.bolton-menk.com �„NO PLAN&PROFILE DEFOREST AVE 0 a xxxuxxxxxx LEGEND: tom' INLET PROTECTION M W 1437 FRANKUN ST d 0S;) 1438 PINE ST O SILT FENCE GREATER IOWA CITY 1438 ASH 5T 1437 PINE 5T CHARLES HMASON HOUSING FELLOWSHIP 1437 ASH ST TIGERHAWK PROPERTIES,LLC BILLY&DEBRAH FORDICE 1400 DEFOREST AVE PRO HOME SOLUTIONS,LLC KELLY MCCORKLE IV:' EROSION STONE t YiT $ si- FILTER SOCK,20INCH 2 .J1 jr I 1 ................................ ................. ...... ... �• ��_ ... ............. gi . .APP,Air-- 4/715571;PYR5;95:1 / Z AVAgy" ,,,f %. Aor A. FO' -T•,• ii,Ar'.* --.i . • - .� . r�,� ........................................ . i0 rZ. 41r4.7 Z MYAir alarZ' A ir,r:1 1 OK S 'A ealv A iteCa 4 rAt/eA r _. .....L_ u__ .__�.-�. V� _ - - FILTER SOCK ALONG BACK OF CURB,TYP. FAITH UNITED CHURCH OF CHRIST MARK TWAIN ELEMENTARY SCHOOL 11 t 1 1 F•.a n G`::7 INLET PROTE`TION,Tv ... '�a rJ w(C �C .r{ o d1438 PINE ST 14335PRUCE ST N cc 3 1438 ASH 57 1437 PINE ST CHARLES H MASON KATHLLEN SCOTT 1714 DEFOREST AVE TIGERHAWK PROPERTIES,LLC BILLY&DEBRAH FORDICE \ I JEP PROPERTIES,LLC 1714 DEFOREST AVE t t IANET FULLER AA EXISTINe FLOW ARROW,TYP. PROPOSED FLOW ARROW,TYP. t Po ....:.:.:-:-:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:...:-:.-.:.:.-.:.:--.:.:.-.:.:.-.:-:...:.:.-.:.:.-.:.y.:.:---:.rfmre. _ vamismagspir , A \,•,•:•:-.....-...-.-.•.•.-.-...-.-.-.•:•:•:•:•:•:•:•:•:-:•:•:•:•:•:•:-:•:-:-:-:•:•:-:•:•:•:- •. •:•:•:-„r IrArArrF5177 Air,,ArA:r. A•rzAr-zAr_74HHr7dr.7mj„...A. F.7dir...............,-,...77................Airzirly Ar, AVAigar Akif I:WA/P*4 rrA rr.ared I Wil#r • 411 I I I*0 A FA free ry A ea r , A f Al Al ir/ AlrAW AI, . Atvrilr we , 4M1wAlf , ..........: 411.01eliwz4—_—_,--7.,_forAegy- —Al r-z—Ar___z_ z. _ ,,,,r _ , ..,-] SOD,TYP. r WOR.AREA71 A _ FILTER SOCK ALONG BAC OF CURB,TYP. 1615/1617 DEFOREST AVE FAITH UNITED CHURCH OF CHRIST SYSTEMS UNITED DEFOREST AVE 1715 DEFOREST AVE ED BUILDING CORP C FAITH UNITED CHURCH OF CHRIST W WII BENJAMIN M DOLEZAL = u 4 g Q LEMENTARY SCHOOL h INLET PROTECTION,TYP. t g; t a 73 Ps NO ISSUED tOR WC SSS WRIGHT BROTHERS BLVD SW,SUITE ZA Nu,vo 1GS 0 BID 4/6/2020 CITY OF IOWA CITY,IOWA SHEET 0 30 60 B O LTO N CEDAR RAPIDS,IOWA 52404 CE.Ol " ' a4M 3Gs LOWER MUSCATINE AREA STORM IMPROVEMENTS .,, HORZ. Phone:(319)362-3219 _ �� SCALE FEET & M E N K Email:C arRhapoltBon�meink�o enk.com �aRP ALH EROSION CONTROL-DEFOREST AVE 0 3 0= X)OOQ00000( I o 11 /j(i: 1 J., r—— ,40' c .P- 2 II b N I� x. ; I N II W .a ?� h II u r I 1438 PINE ST I� 11 1433 SPRUCE ST _T II h. 1G1 - +,L , _I jI C CHARLES H MASON '. KATHLEEN SCOT( u 1714 DEFOREST AVE t VALVE- 1714 DEFOREST AVE I �Q A{I. II 1 JEP PROPERTIES,LLCr. IEN AL) I II -- I JANET FULLER STp:36.55.58 STA:31+80.85 ,V,L� q BOTTOM FDdod rz9srL z9.e9'3 ADJUST WATER VAL S(INCIDENTAL) I iTA:2.90.06 —, — Sik 1+5513� I I WTTOMp�DROP .. I 9.96 L 25.48' SUA:81+80 b4 LL' 5TA33.95.96 8 n I k % ADJUST2.5'L ' 12.50'I. • —I - - 1 _I I I --i'PC IDEWAiiF-RVALVES(INCIDENTAL) I.�+' -—I � .,I_ + L. 7---I .A IL'1 ' In.—I - 14-� E il) I,Y ODROP— TA 318205 ( L..p1 sea•L DEFORESTCLALIGNMENT BOTTOM Of DROP ST831.373LIII / / STA:33+95.96 BOTTOM OF DROP {//� BOTTOM Of DROP BOTTOM Of DROP 29 / 30 STA:30.53.09 STA:30+79 86 31 STA:31.0.28 M' :.TfOM Of+,• — 32 / 33 DEFOREST AVE 0.14'L TOM DROP , STA-23.9757 _ __ lIh FA—.� t ei '�8'.69.3��— 20.84'L BOTTOM OF DROP BOTTOM OF DROP f230'L 12.50'L STA 31+46.9 A. —- ��.' O — •u STA 34+36 66 6•L OITI F DROP STA:04,2] BOTTOM OF DROP BOTTOM OF DROP BOTTOM OF DROP BOTTOM OF DROP STABOTTOM Of DROP STA.31.43% 12 50 R n n BO OM OF DR•F STA32.86.22 STA:33+19.23 RO BOTTOM0 STA:34.09 46 TOM OF DROP 12.50'R 12.50'R STA-30r92 96 12.50'R 4 _-5TA 3_ 1 08 fg R 12 50'R DROP 13.04'R STp,34R36,62 —_- - �/ ` ** OF • 0 r'AR__ 30 — IU 3U ---- ='7� 30--- In o JASDR- - -In / ( .L io STAi3A57._ 30 74"" 1230 -"_ UE• �T ., 1736'R �" — // — \ \ \ �+ / - 23 5"PCC SIDEWALK ,a. 6 Rz4.z] ��(cli,I 5"PCC SIDEWALK 11om.oarraDPr I I R I ____ ■' n BOROM Of DROP I p!. I I --� J STA.31.21.80 1 12.50'R BOTTOM OF DIOP f L BOTTOM Of DR. �STA:34.20.� I ( I \•. 17. ADJUST CURB STOP 12.5D'R' +.1TORSOFDROP STA:32+5 40 STp:3N16.1 1 6"PCC DRIVEWAY,TYP. I I 15TA:31161.11 isoIra 4 is.n y fb.9s•a ,�I \ BOX(INCIDENTAL) P2 SO.1 6"PCC CURB RAMP,TYP. '� / I ADJUST WATER STA:32.5855 \ \ 1615/1617 DEFOREST AVE VALVES(INCIDENTAL) 34.85'R sTA:32.83.75 1715 DEFOREST AVE I / SITH UNITED CHURCH OF CHRIST SYSTEMS UNITED BUILDING CORP 162 DEFOREST AVE 38.93'R „ I FAITH UNITED CHURCH OF CHRIST - BENJAMIN M DOLEZAL x I u \ , It I i • R • i . . f 725 ......... ..... ......... 725 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ..•...... ......... ......... ......... ......... ......... ......... ......... ......... ......,.. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 715 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ..::.:.:: :.::::::: ......... :::::::.: ..::::.:: :::.....: ......... ..:.:...: ......... ......... ......... ::::..:.: ::..::.:. ::::::..: .. -ii 710 _.. _ - .... .. r 4 _'�'• J10 .N ... .. ... ... .. ... .... .. ......... ... ...... ......... ..... m m n ono ........ ......... ... .. ......... ........ .. .... .. ......PR�FQSEDCl PRF1F?CF... 705 - .......... — _ .— --- ..... ..._ .... .. ......... ... ... ..... ....... ... .... .. ... .. .. E P ILE .. .... ........ .....-- .. .. ...—— .... ..... .. .... .. .. ... .. .. XISTLNG CL ROF -1 3. _ 7Q0 .._.... .. . .. . .. -. .. ... . . ......... ......... ......... - ... . ... ... . ..........:.. --.- .. ... —.... ... .. . .... .. - .... . -- ... .... ....T. ' ... . .. 700. .. -1- ••••••i • ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... . . ..... ......... .. .. . iri EXISTI PROFILE ELEVATION NG. E .....• ...... •- - : I PROPOSED PROFILE ELEVATION ..: •-• +:.. . . ... •:: ..•. .. .... .. .. ... .. • - - --.. 690 x ... .. .. .. .. .... cg :M.:. _....rn�� _.-.v7 ..._.. ...�m.......�N.... n O ,n N a w _.� N 1,1 .....'O ^... In .N O n..... a .. .. .. .. - .. ..... .. .. .... .. .. .. IF, N.O. n - N c0 r; r` O Ou 0 V „M a)IN C.y - - .m 41 N co n Cr QD -N el N D4 h .. C ^ ... . .. .. ... .. .. .. . ... D ... .•. ... .. V1 Vt ,n s O Vt O C O C O M M M M ... .. N ••m D o a " $a oo - 00 oc 8g 00 00 00 00 8 S $o g0 G .. . ... 0 • 685 48 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 DESIGNED JGS D EON DATE 0 BMO ID 4/6/2020 CITY OF IOWA CITY,IOWA SHEET 15 0 25 50 0 5 10 855 WRIGHT BROTHERS BLVD SW,SUITE 2A mow" B LTO N CEDAR RAPIDS,IOWA 52404 a� Hoaz. ���� VERT. ��.��� Phone:1319)362-3219 OR JGS LOWER MUSCATINEAREASTORM IMPROVEMENTS < SCALE FEET SCALE FEET & M E N K Email:CedarRapids@bolton-menk.com .e U'UZ www.bolton-menk.com PLAN&PROFILE-DEFOREST AVE e xxxxxxxxxx O-� P� GJ, � �i Z<6 �Q STA:201+18.79 I 1 36.29'l 1550 GINTER AVE MINORMANHOLEIADI. II I 1132 ASH ST MANUEL7TREVIZo DOUGLAS&GUYLIA SMALL 1131 ASH ST TOI DRO '•TTb OF DROP \ BOT REBECCA VONBEHREN sia:N[o 1P S .131.07 6.•2' 2:.6 : '''0 I BOTTOM OF DR P 4.F DROP I STA:201•04 3 - S•A, '2.42 I z1: L `� SEE S SHEETS FOR RAMP DETAIL,TMP• I BOTTOM Or. • ;,NI,,,aly / BOTTOM OF DROP I I STA:200•76.•• A:200+92.40 o.` STA201+44.25 /- \ T MOO' 13.05.E •6 • ti(K'L �� BO OM OF DROP .nA.2011a�� GINTER AVE _�1z.63'i M •A200E97.41 14.5S'L 3/.33`C —BOTTOM OF DRUP1 m BOTTOM OF DROP BOTTOM>F DROP SOTTO Of D \` SEA:203.86.89 STA:200+95.20 STA:2^1+39.o2 12.22'R STA:201+10.04 ®_ O'er 13.31'8 13.18'R c$pg==cam T1 _' BOTTOM O.DROP L. BOTTOM OF DROP 04E, OE OE OE OE OF OE OF OE OE OE STA:200•90.20 .1.26'R +' 12.13'R I� ♦ -;.:r __ `� ———4Z'I�`� • l STA:201.70.04 — it R BOTTOM OF 0 RO' STA:20z+0i19 1 'I ;:TTOM OF DROP `Y MMdd1l :201.29.29 �iTnlo3.o.a7 , j 2.25'R 1204 ASH ST 1205 PINE ST W 1203 ASH ST 26.48'R I• RANDY&LUANNE FERDIG MICHAEL CULLIVAN&HEATHER NEWMAN Z GRZEGORZ CIACH N C :.26'R N CJ _ N ......... ......... ....... ......... .: . ... ......... ......... .. ... .. .. . ......... .. ......... .. � 710 7 L0_ —1 f tT .. s 705 705 — — — 1 • .. .•4.a .n N..... ... ....i.... ni0 -,o? tea. 700 0 +co 700 ......... ....... a .. .. ••••• ••••••••• ••••••••• ••••••••• ••••.. ry ...... ......... ran ry ........ ..... ... ... ... ........ ...... 695 36% > ... 695 V b .. j- -1.96% >I — CE W $W i ..... .... .. 2.38 690 — O.O Yd ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... • 675 .. - ! 675 J a — .-_ .......... ........ ___.._ _ • • mm <V . -0D N ..eo O O T1 .... t•. ut m N •D o ? r-. .. �t ,CO -•. v VT oo n ••r in�, ti N ... j o Co al 01 eg 200+25 200+50 201+00 201+50 202+00 202+50 203+00 203+50 204+00 204+50 204+75 0 25 50 0 5 10 855 WRIGHT BROTHERS BLVD SW,SUITE 2A aAwRo JGS 0 BID 4/6/2020 CITY OF IOWA CITY,IOWA SHEET B O LTO NO. OWED MR DATE N CEDAR RAPIDS,IOWA 52404 b, HORZ. —m—�—� —����— Pone.(319)362-3219 1Gs LOWER MUSCATINE AREA STORM IMPROVEMENTS VERT. 8 SCALE FEET SCALE FEET Email:CedarRapids@bohon-menk.com 6eQfD $s E N K o`R� PLAN &PROFILE-GINTNER AVE D.03 3 e Ww.bolTDn-menk.com ex,.,,, 9 i' -a,XXXI0000XXX I r POINT N/E DATA IRCS10 5 1437 FRANKLIN ST POINT NUMBER RAW DESCRIPTION ELEVATION NORTH EAST GREATER IOWA CITY 1438 ASH ST HOUSING FELLOWSHIP 1437 ASH ST TIGERHAWK PROPERTIES,LLC 20 VFCP/SET MAGNAIL 724.848 7931026.18 20541144.31 1400 DEFOREST AVE PRO HOME SOLUTIONS,LLC KELLY MCCORKLE . 21 VFCP/SET MAGNAIL 712.360 7931072.92 20541520.13 _ 21 py�� _\'111'// 22 VFCP/SET MAGNAIL 706.912 7931069.86 20541830.74IV41---8 - t I I I ' ^' I 1 I-X % x-- X X 23 VFCP/SET MAGNAIL 705.387 7931022.55 20542111.99 n X X--- X X n Fri 1 I I 1 t --. - I I 24 VFCP/SET MAGNAIL 702.639 7931041.63 20542421.95 -Pa b ir / n \ L 6 30 VFCP 695.342 7932340.63 20541546.79 m P // 1\ \\ r DEFOREST AVE 31 VFCP 691.097 7932360.35 20541814.66 21-50 L11 22+00 23+00 L12 24+00 25+00 26+00 27+00 1892 VFCP/FND CUT X 722.881 7931015.96 20541277.12 1.....41 5001 VFCP 725.825 7931014.50 20541127.03 "'"' - - __ L3 Jn7:.nn - L4 ��* e ~20 ," D 3,` D RI ( I ( ( I 7r."") 11411"' r ON, 5001 8 a �1892 1 m s N W 00 u, j q Y 1438 PINE ST 1433 SPRUCE ST = N I \ > /I�- 1437 PINE ST CHARLES H MASON KATHLEEN SCOTT - 1714 DEFOREST AVE p tn BILLY&DEBRAH FORDICE JEP PROPERTIES,LLC 1714 DEFOREST AVE I L J JANET FULLER r221 4) 0 s '• ''.---- r\XJ, x x %� I �X X % X % ` X X X , i -X- E^ 1 b I. I ` N R o • , o 1."1! 28+00 29+00 L13 30+00 31+00 32+00 33+oPEFOREST AVE 4+00 t""� LS _t. � DG L6 L7 +00 I81�=� `24 / _, d n I I I 12 23- r , F 1I �,. ' i `t F. 1615/1617 DEFOREST AVE n a fin.. $ FAITH UNITED CHURCH OF CHRIST SYSTEMS UNITED BUILDING CORP 1625 DEFOREST AVE 1715 DEFOREST AVE FAITH UNITED CHURCH OF CHRIST N BENJAMIN M DOLEZAL x �.i O. DEFOREST CL -,-• %'''" NUMBER START STATION END STATION LENGTH DELTA RADIUS CHORD STARTN STARTE ENDN ENDE UNE/CHORD DIRECTION r" NI 111 21+50 22+12.20 62.20 7931038.32 20541096.91 7931038.28 20541159.11 589'57'35"E y-r, 112 22+12.20 24+19.77 207.56 7931038.28 20541159.11 7931038.37•20541366.67 N89'58'34"E P:301+38.77 'yF y 113 24+19.77 34+80.88 1061.11 7931038.37 20541366.67 7931041.92 20542427.78 N89'48'30"E �v /I�- DEFOREST AVE STORM SEWER I 1550 GINTER AVE NUMBER START STATION END STATION LENGTH DELTA RADIUS CHORD STARTN STARTE ENDN ENDE LINE/CHORD DIRECTION I 1132 ASH ST MANUEL T.TREVIZO DOUGLAS&GUYLIA SMALL • 1131 ASH ST L3 100+00 103*81.42 381.42 7931024.17 20541168.74 7931024.96 20541550.16 N89'52'54"E REBECCA VONBEHREN Qy .a+ L4 103+81.42 105+73.62 192.20 7931024.96 20541550.16 7931025.48 20541742.36• N89'50'42"E qy8 �+- m b �� LS 105+73.62 109+10.73 337.11 7931025.48 20541742.36 7931026.76 20542079.46 N89'46'54"E _ _ _ _� I © / � �a� L6 109+10.73 110+37.75 127.02 7931026.76 20542079.46 7931027.22 20542206.48 N89'47'44"E L _ % _.. • L7 110+37.75 112+00.20 162.45 •7931027.22 20542206.48 7931027.62 20542368.93 N89'51'33"E 2+00 - L9 *00 _ Ea" _ vo Y _ _ L8 112+00.20 112+31.24 , 31.04 7931027.62 20542368.93 7931028.07 20542399.97 N89'09'47"E f GINTER AVE CL 200+00 _, 201+00 1 GINTER AVE L2 203+00 204+00 - zoz o0 NUMBER START STATION END STATION LENGTH DELTA RADIUS CHORD START N START E END N END E LINE/CHORD DIRECTION 8 _ - �30 ____ - �:', I 1 \ m E L2 200+00 204+88.14 488.14 7932341.31 20541427.27 7932344.64 20541915.39 N89'36'33"E 8 1.--. ., 1 \p $ GINTER STORM SEWER \` W m NUMBER START STATION END STATION LENGTH DELTA RADIUS CHORD START N START E END N END E LINE/CHORD DIRECTION ' 2 \ N ,I L9 O+W 4+88.14 488.14 7932356.37 20541427.17 7932359.27 20541915.29 N89'39'35"E - 1204 ASH ST 1205 PINE ST W - 1203 ASH ST F. RANDY&LUANNE FERDIG MICHAEL CUWVAN&HEATHER NEWMAN Z nl ASH ST CL GRZEGORZ CIACH BP:303+00.00 vs Lc $ NUMBER START STATION END STATION LENGTH DELTA RADIUS CHORD START N STARTE ENDN ENDE LINE/CHORD DIRECTION N m � Q .`8 q L10 300+00 301+38.77 138.77 7932282.76 20541543.47 7932421.49 20541546.86 N1'24'00"E DVAGDFD m BO LTO N JGS 0 BID 4/6/2020 CITY OF IOWA CITY, IOWA SHEET 855 WRIGHT BROTHERS BLVD SW,SUITE 2A i0 25 CEDAR RAPIDS,IOWA 52404 HOW. ���=-0 Phone:I3191362-3219 �"^W" JGS LOWER MUSCATINE AREA STORM IMPROVEMENTS sg SCALE FEET & M E N K Email:CedarRapids9Ibolton-menk.com DOMED ALH REFERENCE TIES, BENCHMARKS&ALIGNMENT DATA G.Ol < 0www,boIton-menk.mm ,p n Q. XXX)OIXXXXIL IQ \ TYPE III BARRICADE R11-2(48 X 30) R11-4 (60 X 30) W20-1 (48 X 48) W20-3 f (48 X-48) 3 FRIENDLY AVENUE � ' , ROAD ROAD COLOSED LV _ W tl 1 % //A CLOSED THRU TRAFFIC ROAD ROAD WORK CLOSED CC ' � 41 AHEAD AHEAD PC G \ tw fhP NOTES FOR CONNECTION ON SYCAMORE&DEFOREST: _J (0) — 11 1. TEMPORARY INTERRUPTION OF SYCAMORE STREET AND DEFOREST INTERSECTION WILL BE NECESSARY TO MAKE THE CONNECTION TO THE EXISTING 30 INCH STORM PIPE ICC ■ RUNNING NORTH-SOUTH ALONG THE WEST SIDE OF THE INTERSECTION. 2. IF POSSIBLE,KEEP ONE LANE OPEN DURING SHUTDOWN SUCH THAT TRAFFIC CAN SELF REGULATE,AND PROVIDE SIGNAGE AS PER MUTCD TA-18. IF THAT IS NOT POSSIBLE, Q Z PROVIDE A TEMPORARY DETOUR. 3. WORK SHALL BE COMPLETED EXPEDITIOUSLY AND THE INTERSECTION SHOULD BE HIGHLAND AVENUE H RETURNED TO SERVICE AS SOON AS POSSIBLE. 4. STORM SEWER WORK SHALL NOT BE PERMITTED BEYOND THE EAST MOST SPRUCE — -- -- STREET INTERSECTION UNTIL THE INTERSECTION OF SYCAMORE AND DEFOREST IS - TT' TT / BROUGHT BACK UP TO GRADE AND BOTH LANES ON SYCAMORE ARE OPEN. t\k_ ,/ 14% R11-4 R11-4 R11-4 7 R11-4 W FC W H i IQ W COTTONWOOD AVEPC CC 0 - W L,, — _ W Q i VI i W20-3 0 DEFOREST AVENUEFjj /, �����/ ,%//��� I -' CC C, , co va FAITH UNITED — — — Ilk _' ,. CHURCH OF CHRIST W TYPE III BARRICADE-:W_/ '' R11-4 OTC R11-2, TYP. =`i-: s.. rn 4+ 20- H ' ``� tom' ;�. �-. NJ 1'oft MARK TWAIN V \ SEENOTESON , V' ELEMENTARY SCHOOL Val 0 NTERSECTION CLOSURE IX t . ."-Li FOR CONNECTION OF STORM SEWER."---/ 1---- - R11-4 W20-3 \ W20-1 .---N-7\\\7 r, 77.-- Y,, ��� PROJECT AREA NOTES: m `` 1. ACCESS TO FAITH UNITED CHURCH OF CHRIST SHALL BE PROVIDED ON THE WEEKENDS. Z 2. WORK ON DEFOREST AVENUE SHALL BE RESTRICTED TO BETWEEN THE DATES OF JUNE 8TH AND AUGUST 14TH. (---------,__. __________:::_____L 3. A WATERMAIN PROJECT ON SPRUCE STREET FROM DEFOREST AVE TO HIGHLAND AVE l S I COULD TAKE PLACE AT THE SAME TIME AS THIS PROJECT.TRAFFIC CONTROL COORDINATION IS EXPECTED IF THE PROJECTS ROAD CLOSURES IMPACT EACH OTHER. og " ,Gs 0 SSBIDVF 4/6/2020 CITY OF IOWA CITY,IOWA SHEET 855 WRIGHT BROTHERS BLVD SW,SUITE ZA 0 100 200 B O LTO N CEDAR RAPIDS,IOWA 52404WWI m HORZ. — � � Phone:(319)362-3219CIIMEo iGs LOWER MUSCATINE AREA STORM IMPROVEMENTS 5 SCALE FEET & M E N K Email:CedarRapids4'bokon-menk.com ALH J.O1 cgs www.bolton-menk.com TRAFFIC CONTROL o. xxxxraxxxx Z STA:22+83.34 J 34.81'L MATCH EXISTING STA:22+49.52 z STA:22+66.32 34.52'L CC 32.57'L 1 34.81'+87.26 MATCH EXIST! G BEGIN PCC PAVEMENT I 34.81'L STA:22+45.62 MATCH EXISTING i I ) 34.52'L I MATCH EXISTING I BT BT I i STA:2 +53.58 7.12'L I--x x x x x x x-x x x x xx-x-x STA:22+93.83 ND RAD STA:22+78.83 STA:22+36.36 27.50'L 25.60'L EL :723.50 /1 F. 27.81'L J n J -IRADIUS POINT MATCH EXISTING . END RAD ELE :723.2 x STA:22+40.33 11 23.14'L� RADIUS POINT j STA:22+36.36-�21.71'L 'PTS, , CD CD TA:22+83.11 MATCH EXISTING STA:22+49.06 ` i7.00'L 16.76'L h ID RAD MID RAD `1 Q~ `:EV:722.40 STA,22+93.83 ELEV:723.24 .+ 12.50'L • • BED EL 2.46 W W ' L STA:22+38.58 KT A KTL R L DEFOREST AVE BEGININ RAD I- F I 0 R F I ELEV:723.56 0 0 - 0 CI CI 0 Cl CI DO U� U '+V V V V V V s -- - --11' - - "- 14' -14' -. _ 16.35' ...--. 15' --10.1'-... k 10.1' - 15' �� 15''''''.n - 15' �-- L , " 15' I Nks...`-STA:21+86.04 L - e 0.00' () :p .0.-- BEGIN PCC PAVEMENL Q Q CI CI 0 n in Q 0 p co V �V V U V �V U U U IU n STA:22+41. � 12.50'R 1 :A c) E S t BEGIN RAD I" _.._... L ELEV:723.52 .M+' TF�" KT KT �?_ • o W W Mt / I 12.50'+90.36 �3 ' ! 12.50'R ID O I 9 BEGIN RAD I Jr: ELEV:722.12 i A:22+49.54 I 16.00'R STA:22+81.99 MID RAD 0 15.90'R STA:22+92.07 ELEV:723.79 CD CD ELEVR722.89 MATCH EXISTING ST21.8?R49 STA:22+53.06 J ^J J 24182R7337 O MATCH EXISTING 24.46'R END RAD END RAD ELEV:723.3.78 ELEV:723 37 STA:22+27.49 STA:22+41.06 STA:22+90.36 27.02'R 24.50'R 24.50'R I 1 BT BT RADIUS POINT MATCH EXISTING RADIUS POINT 1 I 1 STA:22+65.67 STA:22+92.07 i. STA:22+84.10 I I 28.25'R 26.71'R 26.70'R I\I BEGIN PCC PAVEMENT MATCH EXISTING MATCH EXISTING 8 \\ P. nm le a0 n5w. mum TOR DATE 0855 WRIGHT BROTHERS BLVD SW,SUITE 2A vvvmu JGS 0 BID a/6/zozo CITY OF IOWA CITY, IOWA SHEET i^' 0 5 10 BOLTON CEDAR RAPIDS,IOWA52404 °"""" its LOWER MUSCAT NE AREA STORM IMPROVEMENTS _ K.01 ���m�� Phone:(319)362-3219 «a 5 SCALE FEET & M E N K Email:Ce wbo�do�melnk.com nk.com ,ALH �,.�,� INTERSECTION DETAIL o= xxxxxxxxxx / I ~ rA:25+95.36A 34.48'+51.51v1 STA:25+47.6834 48'L = .18'L STA 34.50'LMATCH EXISTING {/� ATCH EXISTING MATCH EXISTING CD ci) STA:25+73.41 Q STA:25+99.15 \/ 33.99'L -- 34.17'L V B IN PCC PAVEMENT MATCH EXISTING I�---BT- - - BT \ I STA:25+85.90 STA:26+00.90 STA:25+45.71 STA:25+60.71 I 27.70 L 27.50'L 27.50'L 27.17'L 11 E IRAD 46 RADIUS POINT ---17) RADIUS POINT �� MID RAD \ MATELEV:712.84 \ E \I STA:25t56.22 A 1 .80'L MI?RAD FI FV 00 STA:25+45.71 CD CD \\ _-- STA:25+90.22 16.96'L \ 12.50'L \ MID RAD BEGIN ELEV:71316 \��� .`,ELEV:712.28 ^) V V • 1. \r; ' A DEFOREST AVE STA:26+00.90 0 0 0 0 0 0 0 0 0 0 0 12.50'L 0 ( t'^' Cl u 0 C.) U U u 1 u u u u BEGIN RAD u u r--� u ELEV:712.06 'Pe4 i I -15' zw 11.36' 11' -- 15' �,-�- ............... 15' -r -9.8' - - 10.08' Z 30 OS . ...- ss= 8 92 : : _ _ 8.5' ........ - 15' _5 L r,. ken 0 0 0 0 0 0 0 0 0 0 0 0 r .i,. u u u u u u 9u u u u u u • am STA:25+51.82 I � 12.50'R KT KT NII BEGIN RAD- ' �. . _._......... ELEV:713.05 L 1 rilill 0\ �/ STA:25+58.89 1 15.43'R N n MID RAD c `J ELEV:713.44 O1 STA:25+92.69 qI STA 25+85.65 BEGIN RAD QL� 9.54-- +� �'28'.....:::y► 0' 15.40'R 13 CD I CD ELEV:712.26 MID.71 v7t2na u ~-STA:2°+82.6_STA:25+92.14 a0 J 22.42'R 21.34'R MID MD RADIUS POINT !CEv 713.30 / STA:25+52.56 11.52' - 9.31' 21.77'R STA:25+61.82 1 BT T BT1 RADIUS POINT 22.49'R I I MID RAD I I ------------ ---------------------------- ELEV:713.47 I I STA7.58: 2.24 225+7'R BEGIN PCC PAVEMEN11 F. g. le i nm aS =s W 1 K MO. aR 0 5 10 BOLTON 855WRIGHTABROTHERSBI.VDSW,SUITE D1G5 0 BID 4/6/2020 CITY OF IOWA CITY, IOWA SHEET CEDAR RAPIDS,IOWA 52404 am 1G5 LOWER MUSCATINE AREA STORM IMPROVEMENTS e amwa - m m Phone:(319)362-3219 oea _ K.02 SCALE FEET Email:CedarRapids@bolton-menk.com '°ALH g 1 0M E N K www.bolton-menk.tom INTERSECTION DETAIL o= �)000000000( I I I I I I I I I I h.r STA:28+57.76 /4 37.77'L STA:218+61.64 MATCH EXISTING 37.71'L rMATCH EXISTING i.... isNAL H STA:29+0 7 L STA:29+09.47 W 33.3 'L MATCH EXISTING 33.36'L STq:28+70.63 Z I MATCH EXISTING V 26.67'L STA:28+83.393 a I STA:28+96.01 Y END RAD BEGIN PCC PAVEMENT 27.44'L E-EV:706.77 I END RA STA:28+55.65 /l ELEV.7 STA:29+11.01 27.50'L� \ �/ BT---- — -—$T———— �I— 27.50'L STA:29+33.26 STA:29+38.15 RADIUS POINT RADIUS POINT XISTIN L� [25.80'L ' MATCH EXISTING MATCH EXISTING f —I o —.ISTA 28+66.10 / 16.75'L R� .,PAS MID RAD S EL :707.08 il. STA:29+00.42 STA:28+55.65 CD0 CD 16.88'L STA:29+11.05 12.50'L MID RAD 12.50'L BEGIN RAD ELEV:706.65 BEGIN RAD ELEV:706.98 ELEV:706.16 0 -(i L KT 4KT L DEFOREST AVE O O O O O O o 0 O O O O o O U U U U U U -+ U U U U U U U 15' 15'-- T —11.85' 11.$9' �r 8.75' — 8.83' —— --10.17' 1 10.17' — 8.27' —— —8.2' ► —15'— 15' 15 -.-.._.._ L L O CI CIO CI CI CI CI CI CI IDv CI U U U U U U o U 0 U U U U o o U ? -�:,, '� d.w ... —-- . L — -.. , .• 1 r i + E o , ,, ,m „, r..•I i. 8 ii. xg it 3PI 989 n new.0 WI WED FOR 1GS 0 BID 4/6/2020 CITY OF IOWA CITY, IOWA SHE:" i _ _ B O LTO N 855 W RIGHT BROTHERS BLVD 5SW,SUITE 2A PRA1 0 = MN 5 10 CE Phone(319)362 321 w� -- K.03 1G5 LOWER MUSCATINE AREA STORM IMPROVEMENTS €E SCALE FEET & M E N K Email:CedarRapids@bohon-menk.com °xar°ALH www.bo INTERSECTION DETAIL 0b.. 0 z hon-menk.com ,,.°,,,° _ �cnX10000(W(X _ ii 11 II II II IIhe II III I �'II � N. N. IY `/ STA:3 34.99'L� r34 961i46.16 U I Y II MATCH EXISTING STA:31+90.20 STA:31+94.17 MATCH EXISTING CC I 33.03'L 33.04'L a STA:31+68.22 Vl MATCH EXISTING MATCH EXISTING STA:31+55.49 27.07'L 29.93'L END RAD BEGIN PCC PAVEMENT I STA:31+80.82 ELEV:705.43C 27.88'L STA:31+95.81 STA:31+40.50 END RAD 27.50'L 2750'L� • BT BT ELEV:705.54 RADIUS POINT RADIUS POINT It J m J J ItO o+ \i, STA: 1+50.95 / STA:31+85.14 / 16.72'L / 1696'L ID RAD _` /ii, 1 , MID RAD �� ELEV.705.18 STA:31+40.50 12.a8'L WWI CD CD �� P�•h ITcc1 Ci BEGIN .91 ELEV:704.91 14•10111111.1111111.11-11111.-111111:-______ T L KT DEFOREST AVE U U U U U U -" U V U U U U U C. r 1 .-� 15' a.__ — — 15' —. — 8.75 8.83-._......... ..- 10.14 1 -`-10.14' --8.71 �� 8.75-�� 3z'y12.03' - -13' - —13_ _ f —_�3' �t L L ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ e C,' c U U U U U U � U U U U U U '. c L) $ c. X -,n _4_,..). cr, , / TA:312+QQ.9RJ Yy2 / 3 —c c c c cc c ccic—c—c c c v BEG�t;AD \°' ELEV:��.40 STA:3 N ELEV o R z. lY STA:32+50.3 nT 39.29'I 1 S MATCH EXISTI N C 0 STA: =s "00 MO. OWED FOS,GS 0 BID a/6/2 ^ o2o CITY OF IOWA CITY, IOWA SHEET 1� BOLTON 't 0 5 10 855 WRIGHT BROTHERS BLVD SW,SURE 2A CEDAR RAPIDS,IOWA sz404 °""w" �Gs LOWER MUSCATINE AREA STORM IMPROVEMENTS K.04 8g Phone:ids 3olton-9 INTERSECTION DETAIL SCALE FEET & M E N K Email:CedarRapids@bokon-menk.com oEmn ALH i 5 0 www.bolton-menk.com O= a)00000/00(x STING , STING ,'f MATCH EXISTING ,:31+80.82 38'L STA:31+95.81 x x x x x x x x x x x x x x x x x x x x x x- 1 RAD �27.50'L _ V:705.54/ RADIUS POINTlif (-- k"--------- 16.96'+85 14 / . .' ------...... 0 \MIDR L i X MID RAD '/ � ----- -------- ELEV:705.18 \/ by 12. 0'STA:31+95.81 \ J \ / 0 V 12.50'L X 1 1 \ /\ BEGIN RAD \ ELEV:704.63 x, N ...----2 1 DEFOREST AVE 0 0 0 0 0 0 \<,...0 0 0 0 0 ❑ 0 0U U U V U UU U U U 0 U U -� 8.75'--- "i°12.03' —� 13' a►— 13' -- __ ._13' -----14.21' —_l0.06'- r—�9.14'—�. 151 — 's- i5 —1'i _� j� 0 U 0 0 0 0 0 20 0 0 0 0 0 L KT i KT ------------------- STA:32+40.96- L41110 STA:32+98.71 O 12.42'R 12.50'R BEGIN RAD BEGIN RAD ELEV:704.40 STA:32+54.0416.86' ti ELEV:704.12 16.86'R 3:Lr \ / . MID MD ELEV:704.75 1`' SIA:32+ 08 N I. 16.91'R t� F:� — RIS ELEVR704.60 ' i £ CD I - CD fox c-,-1 ►CP r STA:3 58.47 A:32+83. 1 (1) 2 .39'R —I J 27.56'R rrin Tx: EN MD !ND MD • . -. -:.L. r:•.-ci. ELEV: 05.03 ELEV:704.95 o, ci STA:32+91.80 I 31.91'R MATCH EXISTING STA:�2+88.24 { 31.89'R MA7CH EXISTING STA:32+50.32 / BT 139.29'R BT I I 1 MATCH EXISTING STA:32+71.15 V~j I 38.89'R I I STA:32+54.22 BEGIN PCC PAVEMENT V 39.34'R MATCH EXISTING Z Q. v, i. il ay� RD n s MG. MONO FON Wn SHEET m _ _ BO LTO N ��D'GS 0 BID 4/6/2020 CITY OF IOWA CITY,IOWA 855 WRIGHT BROTHERS BIVD SW,SUITE 2A o �o CEDAR RAPIDS,IOWA52404 ..... JGs LOWER MUSCATINE AREA STORM I MP ROVE M E NTS Email:CedarRa!dstabolton-menk.com o<u K.OS S3 SCALE FEET & M E N K0 o Io`,O INTERSECTION DETAIL < whore:(ton-menk.com r"*.., 0 z WENT xxxxxxxXXx 1 r S :200+96.#8 1 STA:201+31.15 33.93 L STA:201+06.29 I , 1 1 36.08'L I MA CH EXISTING 36.51'L I I BT BT I I STA:241+44.37- /A1 STA:200+ 2.7• I 1111��3��0.38'L �\\ MATCH E ISIr NG I MATCHISTING ti �\ STA:201+40.43 i \ 30.34'L I 401 *5 MATCH EXISTING I I ,/ I STA:201+46.01\ V STA:200+91.25 H -._ -2.67' ' __\ 28.00'L" 0 I C Q C RADIUS POINT - STA:200+76.56 RADIUS POINT • ---9.86'-----,.. __ 26.07'L STA:201+06.25 STA:201+31.01 MATCH EXISTING--- 27.93'L 28.21'L ��STA:201+48.33 m END RAD 1n END RAD I- 26.55'L ELEV:695.05 "' m MATCH EXISTING ad ELEV:694.59 O STA:200+76.58 J O C C J STA:201+48.23 22.15'L STA:200+77.08 _ -MATCH EXISTING S A:201+01.:- --9.59 - MATCH EXISTING \,jrSTk. Ol+3S.3O MID IAD MID RA E .694.86 0 /ELEV:695. i ',It n. 0111 _ L or BT 11 L or BT KT KT L or 6T 11.65' -. 15.01' -� STA:200+91.2• I__ 11.83' LTA:2Ol+45.82 12.95'L 13.00'L m I- BEGIN RAD BEGIN RAD C m ELEV:695.12 U U c U o U ELEV:695.65 n I- a, -J O U I > N m U .2' -I I- 15'......... ,,.. GI NTER AVE L or BT , L or BT C C L or BT - ls.°r _...... - ____(::: ), - - - SS' _ a - 13.95' RD CO m U � U U STA:200+89.,0 I _J I 12.10'R I BEGIN RAD I 11.74' 11.81'-- EIEV_696.38_ __ 1 - L BT o r L or BT L or BT KT KT ____ i �' _ g - ---- �I� _ 95.. / STA:201+33.81 /0 ' STA:201+44.31 t j 16.50'R \ B12.22'EGIN R 3�' g 1AID RADR BEGIN RAD �~ 12 20 +76.90 ELEV: ELEV:695.12 ..,.... III A:201+00.1t 0 STA:201+50.97 ,,,,,; STA:200+83.13 16.70'I 15J I J ----21.2Z 6_ r" M n, R- - MIDiWID J MATCH EXISTING : xi. MATCH EXISTING ELEV:696.2. STA720 f83m I C C STA:201+50.85 37' n) 25.26'R 1.__ MATCH EXISTING �- 9.85'----- .- 5.33 R STA:201+29.28 STA:200+89.29 STA:201+04.28 26.90'R STA:201+44.31 MATCH EXISTING 27.10'R 27.58'R END RAD ` 2.67 27.26'R RADIUS POINT END RAD ELEV:695.4 RADIUS POINT ELEV:696.04 I- STA:200+90.77J O STA:201M2.64 33.42'R J 33.31'R 1\ MATCH EXISTING STA:201+29.00 MATCH EXISTING BT BT �40.30'R 33 3RO+38.61 STA:200+94.7 STA:201+03.88- I I MATCH EXISTING 33.42'RI 40.23'R ii MATCH EXISTIN0 L 1i nm 20 aC og m BO LTO N o' o165 ° BI MUMD 4/6/2020 CITY OF IOWA CITY, IOWA SHEET ..i R 0 855 WRIGHT BROTHERS BLVD SW,SUITE 2A CEDAR RAPIDS,IOWA 52404 m� HORZ. ����� 0 Phone:(319)362-3219 1G5 LOWER MUSCATINE AREA STORM IMPROVEMENTS S- SCALE FEET Email:CedarRapids@bolton-menk.com K.06 www.bolton-menk.com� E N K �,.aAL.� INTERSECTION DETAIL 0 x CUM,. kr QV Ve F. 2 iW 1437 FRANKLIN ST a 14 PINE ST GREATER IOWA CITY I 1438 ASH ST 1437 PINE ST CHARLES H MASON HOUSING FELLOWSHIP 1437 ASH ST TIGERHAWK PROPERTIES,LLC BILLY&DEBRAH FORDICE DEFOREST AVE KELL PRO HOME SOL KELLY MCCORKLE N II 1 1 p p I I -� - STA:21+86.09 -1 / I _ II II 13.50'L SUBDRAIN TyP Q I I 1—X- x X II , is:1UT , j x x j —I I - II I I -1III -I�U �� -77 DEFOREST AVE 22 V� 23 24 26 Vim_ 26 27 28 29 Vrn — V_ N .. RUM a— \ 15„ —+>—.> I —.>—s>—.>�>—+>—.>—»Ti1 IM,—1>—»—s>—.>--•>---»—»—»--M >—»—•>—1 �>—1>—+>—+ --i>—•> >--.>—1>—r> >—r>—»—»—a>--» >—I.> >—»—s>--s>-I.>---a> > >--.>—.>-�>--"> 2. • \ » » MH » »�»-�7�yy22—•"�»` » » >? OS — ter S � =c ao - _ Os NT - ME 03) a I r-=—r- __ �- _____ ..._--__ ____STA '1' i p, 1 (_______ __ 13.50'+85.98 ,� ''' / sh.� I i p 13.50'R v �', STUB PIPE FOR SCHOOL INTAKE SUBDRAIN CLEANOUT 25LF 6"STORM SEWER FAITH UNITED CHURCH OF CHRIST SERVICE STUB TO CiONNECT TO EXISTING MARK TWAIN ELEMENTARY SCHOOL 1 NOTE:STORM SEWER PIPE JOINT SHALLS BE PLACED AS FAR AS FEASIBLE FROM WATER MAIN AT CROSSINGS • ' -�._"l"" 730 0 730 (INT-0r) (MHr03} N Form Grade-723.21 101+13.6-25'R w,? : 1=720.54 ]5"N R-122.10 1. I=720.54 -5"E I:719.01.15".W ",' C) -"C)........ __725 =718.19 15"E + : 7 " '' 725 EXISTINGGROUND.PROFILE 1 gj"�""' _____7_20_,AL.,..... 102` 15"RtP' _ _ i"';� 50% -- - �r (INT=06) � „___ 720 _� ic ` Form Grade=912.99 '•'. 0 BOTTOM OF PIPE.ELEY.=719,71 1=710.17-15"W Q - .�' I=709. 0_sr�N 37' 15 TOPOF RIPE EU:V=71$•26 �709.pp_S 197':is„ "LP @4:0gyb ' F'.... Form Grade=707.6' EXISTING 6"PRIVBTE WATER .—, - 1=703.07 15"W 710 MAIN-SCHOOI W+ : - _ 10 f=7b�'.6I'1'S"SW • CONTRACTOR MUST VERIFY — - r DEPTH OF.PIPE PRIOR.TO STORM • _ SEWER.CONSTRUCTION "- �. ,.� ` _ _ _ MAINTAIN 18"M N.SEPARATION i 705 26,'-,s"' l`2.z . — 705 S i. 249'-18"RCP @ 0,50% 700 700 Ui o —EXISTJNG.GROUND ELEVATION 695 PIPE INVERT ELEVATION 1 695 o • • a m. ^ N 11 mrrNeed�8 n 0 01.. N ~y. -....1 0 N Le Ot 0 ei1 �I, 7^ ' O InO� .. V pp WV O I,.a en IA 1�1 o0 690 LN m n Pi ryy nn N V Y V I,1, N r4.4 N pp �n Npp ppnn .i,', y ry n ^n �. .. n.. ..n. ed oo nOOQ O n QpOO O O I O^ n OO . O kg. O NI, 690n ^n 13 100+00 100+50 101+00 101+50 102+00 102,50 103+00 103+50 104+00 104+50 105+00 105+50 106+00 106+50 107+00 107+25 NO. 15.5110"011 WA Y ESSWRIGHTBROTHERSBLVDSW,SUITE2A �JGS 0 BID 4/6/2020 CITY OFIOWACITY,IOWA SHEET B O LTO N CEDAR RAPIDS,IOWA 524D4 o 25= o _ 10 JGs LOWER MUSCATINE AREA STORM IMPROVEMENTS tl 5 HORZ. VERT. Phone:(319)362-3219 M.Ol € SCALE FEET SCALE FEET & M E N K Email:CedarRapidsobolton-menk.com �"AD{ IS0 www.bolton-menk.com 0.c,r�„"",,. STORM PLAN&PROFILE-DEFOREST AVE 0: XXXXXIOOEXX I 11 II 11 j , I II A 0 1 1 tit t II I 11 ,,t St- ttI",,, I- , ,*„4..`,, - L A F ii 1 1 1438 PINE ST 1433 SPRUCE ST _ N. II^ I II CHARLES H MASON -.xy, KATHLEEN SCOTT - 1� 1714 PROPERTIES,EVELLC a 1714 DEFORESTAVE I ��1 d0 II JANET FULLER I %+ a,' II III •' 1 -I I _ - ---x S ,Cr am.(' 1 - �� , _ - Anywri'�' _ _-.__nQ I I —x \ 0 1 ,J __ I INT-03 � - 1I� 6� ra �,c INT-OlA _ � p • S'L� 30 j > at o r 32MIN 33 DEFOREST AVE 3a a 0. J -- — —— — — 0. 413,_ - CM •' PC Ol in MH I o ., P� -m.,-.>-s>_.>_.>-s—1>—.>—1 >-»--.>-.> , >-.L—1> •. � > ->---s>-.>--» --+>--1>-r> II? .�V+> ->—» >--..>---.>—» 30" ---- �f I (INT tzl 1 �� INT-01 a I I -0 ---i- I-- ---- -- y— F —{ I I i' 4 ■�1 15" REP 1' 11 TE02B , - I �� l (6NT-04A) I I I (IN--O' "1 'i.,i<. -, � , u 1 1615/1617 DEFOREST AVE / 1625 DEFOREST AVE 1715 DEFOREST AVE / CHRIST SYSTEMS UNITED BUILDING CORP FAITH UNITED CHURCH OF CHRIST - N BENJAMIN M DOLEZAL x / U 1 C x I H I IN,I i I 1 illitiatimagesigia, 41 COI NOTE STORM SEWER PIPE JOINT SHALES BE PLACED AS FAR AS FEASIBLE FROM WATER MAIN AT CROSSINGS is,i: p 720 , 720 Cs ys i `b i 715 715 C", CT EXISTING GROUND PROFILE.. ill (INT=04) „ rn s , 108+22.8-0.0'L (M 4-02) 'eri..' 110+582-0.0'R ONT-01) Form Grade=704.87 _•' ,I. 311 F63.8-0.5'R 71Q Q 1-701.72 38" 1.,1=701.00 28"W Form grade=703.17 Om--� 1=701.72'15"SW RELOCATE EXISTING 1.5"'W ATERifRVICE 1=699 53.15"S - 1=699.33 Y5"N 112+00,3-6.1'L 1-701'.72'15"N I=698 S9 3O"E 1=698.21 30"W R=702.77 1=702.62 28"E COMM.(CENTURYUNK) 1=698.08 30"E 1=697:80 30"W �0 — ; __ - - v - - - -� - - L„�untlulit 705 — — '� ' — —.--- �-... ..RELOCATED BY OTHERS " 4 700 - 235'-29"x13"ARCH [aI 0.27% BOTTOM OF RIPE.ELE,/=700.77 8 C 1 700 TOP OF PIPE ELEV=699.02 _ 106'-30"RCP 0 30% \_ 695 COMM:(CENTUpYLINK) .. 37 695 30"RCP -\___ �9fi4% EXISTING 6"WATER MAIN EX GAS EXISTING SANITARY SERVICES CONTRACTOR MUST VERIFY PIPE (MID-AM PROTECFEKISTINGICN DEPTH PRIOR TO STORM SEWER ) FIBER OPT':LINE 690 • MAINTAI CONSTRUCTION CONTRACTOR EX SSAN CONTACT N SHALL m N 18"MIN.SEPARATION .r n ___ - _ I _.—. REPRESENTATIVE PRIOR 690 „ TO CONSTRUCTION EXISTING.GROUND ELEVATION a S 685 r PIPE INVERT ELEVATION 685 x� .� =n = O . in c " N 00N Is N 1D N' +1 O N N ,• O)co .. HI 0 � �v m m 0 o al m a' 680 8d NN. 88 nl. uo nn nn bo nn N. nn P 0 nn nNn I.,I, 80 nn N V Qd N n10 g 0- o� ocA 5�... bn+ 680 R 5 107+25 107+50 108+00 108+50 109+00 109+50 110+00 110+50 111+00 111+50 112+00 112+50 sIe. BO LTO N 855WRIGHTBROTHERSBLVDSW,SUITE2A oo"ne" NO at..FOR DIM 1GS 0 BID 4/6/2020 CITY OF IOWA CITY, IOWA He_T CEDAR RAPIDS,IOWA 52404 HORZ ������ VERT. _____-0 0 Phona(319)362-3219 1Gs LOWERMUSCATINEAREASTORMIMPROVEMENTS 11 SCALE FEET SCALE FEET & M E N K Email:CedarRapids@bolton-menk.com M.02 3 www.bolton-menk.com EMPM O STORM PLAN&PROFILE-DEFOREST AVE ®_, XXX IYJO00 X ile J Ial,. yi. FRANKLIN ST is _ STER IOWA CITY i c SING FELLOWSHIP BILLY PINE ST 1714 ROPER IE AVE 1437 ASH ST &DEBRAH FORDICE I JEP PROPERTIES,LLC : 4,g PRO_ HOME SOL " ✓ µ IANET 1714 DFUL EERT AVE f y I II IIII �, STA:21+86.09 e 1 I II _..,. .., II i A -4.- ''''. 0 4 till a ' Os 4-9 - _-k -ItIl »-s»> >-►> -�: _ __ -�> >-�>__ T 8DEFOREST AVE2s28 ��Q -< ® I - ORESTAVE -!" C , A T-07 >-s>-s:-*>I 5 -J.>-.>-s>---.>tia I ,->--s>-•>-• -» >-..>--•>-•> >-s>in+,b0-.>-.>-s-I.>- >-,. -•>-»t7111�t --.> >-»_ _ - _ -.� •�-� {lCP c�ilrL_` { } > -5 _»_ » _..»__r >� «-». �}Sri,.. (INT-e '] �" �p »_ ., -�:; zia I ,INT OS { I i.- ck I _.__------- tih---- RCP Q7T-02B F.. INT-01 --- -- --- - -- -- -..----- ----_..-------- �.. L-j a.. 15 1 STA:21+85.98 A. ... I ,---- % 9 (INT-04A) (INT- ___. • '-� I d) �, • 13.50'R SUBDRAIN CLEANOUT STUB PIPE FOR SCHOOL INTAKE I I, H 30 SYSTEMS617 DEFO I 1715 DEFOI CHRIST h BENJAMIN 1715 DEFOREST AVE W BENJAMIN M DOLEZAL x +_. hI 4 x - ' I s ' 103+19.3=29.43'L ..' Fes.. ... .SW-509 .. hJ 735 735 73 5 Form'Gradew12.99.... ....... 715 715.___._. (INT °s) 715 715 715 -oza10,0 1-no.lR is"S 1955w-09 S0 (IFJT-04A) - ...11' -3 6 17..91.•. 715 715 ZeC D Cl 715 ' • Form Grade=707.67' 108408.0-17.1'R SW-509 " ", 1=703.07 15"W . SW-512 (I V7-03A) Form Grade=704.: ��. ...... 730 Ora-o7A)' 730 710 za' 710 710 I i 702,9 185E 710 710 i=i019°56 5s NE Fore+G d 09°4 87 710___ 710 S3 7- 7'a I 97 15"rwi 710 710 '•' C7 INT o 710 1oa11.4-29.59'L N 07 SW-sa .;imo. r^ ill+63.81 3 COMM. orm Grade='04.63 .. ..., 11 +64.8= -510" ' SW 509 IOO+SL3 1.60'L . ID-20# 1 2 W 15"RCP ... 1=7(1.86 15"5 _ 2"20p G On t SW-509 I T_ (CENTURY LINR) I-700.86 E SW-50o.- -17 ForeVGIade 793:17`; Form Grade=723 21 Form Grade=723.21 ®100%103-10.3-1.43�.4R ( Form Grade=�aG 1= 33 I5'N 725 • M72D.68 ls"S 1-720 54 11-72044 ."N 725 705 SW-509 705 705 705 _705 _ '� 705 705 - 1 7051=69%96 ,-- '1 27 30"W 705 ... '-r.,ti.... ._..../. ... Form,,GGrade=71jj.99II �'i - 1=710.17 15" 5 RCP` 1-709.90 25" .10,.Y.. .... .. ... 2:9 % 1 j ....44 . 1=709:00 15„ 1.5,.RCP 72.r_ U 720 700 700 700 @2.50% 700 700 23 28' 700 IA ``- 28, 15"RCP 15"RCP 1 1 700t-,..... 700 15'RCP..... ... @ 1.0096 C 0.509E .. 20'• v 29'... �'0.50%.... .0 '•"RCP-. -. 15"RCP. (INT-04) •"2./4% ..11. 58.2-0.o''12 '@z.18%...-... .... 715 715 695 695 695 695 695 108 sw so9 3 I. 695 FX AN SW-401 695 695 695 Form Grade=704.87. R=704.06 1=701.'2 18"W EX WATER 1=OI.00'28"W 1=701.72 15"SW I=•99.53 15 E5 1=701.72.15"N , I-•98.59 30"E 710 710 690 690 690 690 690 1=701.62 28"E 690 690 690 690 690 Z 705 705 685 685 685 685 685 685 685 685 685 685 $ _ 700 700 680 , __ 680 680 _. 680___ 680 _ 680 680 680 680 680 P. ..V1 a b co ... p tiles Of 01 .tip O' ..n m n. .O1 n n on O.FF) m ... ....co Of m IN SC .. 695 .^ R 695 675 675 675 0 675 675 ' 675 675 o S 8 g S g 675 675 S 675 P.s - EF BO LTO N DOOMED NO 0" BID 4/6/2020 CITY OF IOWA CITY, IOWA SHEET 855 WRIGHT BROTHERS BLVD SW,SURE 2A CEDAR RAPIDS,IOWA 52404 ma HORZ. .m.m� VERT. ���_-O Phone:(319)362-3219 0.0E 1GS LOWER MUSCATINE AREA STORM IMPROVEMENTS SCALE FEET SCALE FFE7 & M E N K Email:CPhone(319)362-32menk.com M.03 g! www.6olton-menk.com .."A STORM PLAN&PROFILE DEFOREST AVE 9= WENT o A e z mw (]s / N m ^ 4 w s= .. / g= No m ��/ZF / 4 1 n~ IVI x 9T i z 1 i VD/ i I Ioto\ 1132 ASH ST 1550 GINTER AVE li ��I�tDI 1 I 1131 ASH ST (INT-10D) I I MANUEL T.TREVIZO DOUGLAS&GUYUA SMALL II REBECCA VONBEHREN I i \ -. _ 118" RCP "\\> I •' I EIrmtu:� >> — — oI I :712 r' 1, • 1 /Ci�CED o--- I i 9 •1/•�� •,,. +.71_,,v DINT 1OD) • 1�71;IJF1„1 Vi me aoD _ - Air 2+a0 0" RCP wo , > > _. ,s— �a;s�.— yam» "---�s> ^_' y ASH ST El CONNECT TO EXISTING °° _ GINTER AVE J — �l• ___ — v 12"STORM �nr. 9 T�14L �� �Mh. o _ _ -- '-��e` :E ���� OE — OE CE OE OE OE OE OE OE OE I �� (INT-l0A)` OE 1 — 4 i lixa vi- �� b • 15"RCP v I 1 I C) II z ND (INT-108) INT-lOC N I I 1204 ASH 5T 1205 PINE ST W ="' �_ 1203 ASH ST I► RANDY&LUANNE FERDIG MICHAEL CULUVAN&HEATHER NEW MAN .....141 vD g ti x GRZEGORZCIACH H C Qo i z Q S.LI N m 2 O m A .0 1ry la V ok V NOTE:STORM SEWER PIPE JOINT SHALLS BE PLACED AS FAR AS FEASIBLE FROM WATER MAIN AT CROSSINGS III EL .. TI II 710 - 710- 71I 710 705 705 705_ '.1 0+84.4-150 (INT-10).. 7..-4 5W-510 . 0: (INT-10A) 0+84.4-1.50' ...G, 3 1 700 Form p'r 2 18"5:33 700 700 1+02• •-.76.'R 0+85.7-27.06'R SW•510.. . p. 18'NE SW-507 11 I I=6 5 18"S• Farm Gra.a 6955�ortn Grade=695.9 cn 1=6918:18"NE [- y� I'692.28 15"E . -�: 1=691.76 12"W .1.692.•t.15".E... 1.692.25 18"S . .Ill % I=692.28'I8"�l''' L�690.6�30'.E EkIS'ING GROUND I=Q92..! 15"NW 11=691.76 12".W �iq5 ^ ` _ 7E97I 5 00' 695 695_ —' — n r q.67`3q\ �:.•. lA -� —� 's _ r t t]0511ry S so STTUB OM--R.690.96, — 1 1=686.06.30.W C "'""� , _CONNECT TO'E721STIRG (I,NT-10C) 2 2 V ... — _690 PIPE IE=K86'.46 t +29.2-47.46 R � ` 690 690__ .___ ,- . 4' 29'15"•CP 15"RCP 18'K2 I D••1 — •---_" Form Grade=695.44 '1'% @0.46% @044% ... 0.40% +P .•rt 1=692.71.15"W SN-509 287'_go.'RCP o1.47% - Porto Grade=694.35 ................................................ 169I93 ]8"SW 685 Bn7Tr1Ml1F DIPF FI EV..6a5 93 — 685 685 _. 685 TOP OF PIPE ELEV=682.22 680 �cER1STfNG 6^,wAT 680 680 680 r EXISTING GROUND ELEVATION EXISTING GROUND ELEVATION - -- - PIPE INVERT .... ... .... ...... _ 6Z5 PIPE INVERT ELEVATION - 675 675 .. ELEVATION • s ED Nat ODO N40 99 rE O1 d;9 - .Oti •S ro d h O Elf 9 9 N ..99 Q M ON ON 00 d . st e 670 e $ gi i h. W• , .. 670 _-_..674... A° $ 1 s8 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 2'.F. OESIGNEO NO Kg.Ea wn BOLTO N 855WRIGHTBROTHERSBLVDSW,SUITE2A JGS 0 BID 4/6/2020 CITY OF IOWA CITY, IOWA SHEET TA 11 1;50 25 50 0 S 10 CEDAR RAPIDS,IOWA 52404 JGS LOWER MUSCATINE AREA STORM IMPROVEMENTS M.04 & M E N K Phone:(319)362-3219 .a HORZ. ...�.� VERT. . Email:CedarRa ids balto,2_1.9 .com aE €L SCALE FEET SCALE FEET www.boltonn-menk.com ovc ALH 0+ (31) STORM PLAN &PROVILE DEFOREST _ I- VI Z N VI tfl IL Z yyy= Z 1437 FRANKUN ST 14381 GREATER IOWA CITY 1438 ASH ST 1437 PINE ST a CHAR HOUSING FELLOWSHIP 1437 ASH ST TIGERHAWK PROPERTIES,LLC BILLY&DEBRAH FORDICE 1400 DEFOREST AVE PRO HOME SOLUTIONS,LLC KELLY MCCORKLE I I u I I II — Atativillmiymaimimmilii �N n' X x x IF J ir, '' J x J I I ii lIs x x II II ----T I 1 x o 2--- "}urn ry .. .... .. s .>' r t.:. ., r ,. . .i • Lit!'^]4°i�cc �y��,, 3• •• • � n.'Sr _ .28 50 1 s r.. - .. ... . �• • - .. ... r ': .:. w. ! l .. .r .,.• {�1i r i— • • 'rr'=rt I y�. :t.i 3r+ 1 {i! L 1 1, l � wMr. f in ` #llIk \ r---------------- IF 8 I 1 FAITH UNITED CHURCH OF CHRIST MARK TWAIN ELEMENTARY SCHOOL I L-.— N N II- — I N N I 41 Ui 0 CD d u 6 -mob NEST 1433 SPRUCE ST —_-1 . 4 N �" `` ES H MASON KATHLEEN SCOTT I I 1714 DEFOREST AVE In I p\ VI „�.t r I II — RP PROPERTIES,LLC 1714 DEFOREST AVE ,..� JANET FULLER ,+ ...� I II II '^"t n I Ii II' I I x � x X x: I a — iyr" I I —X--I ' ,J I— .. 'j 1itil1[. • I L 3. -- - r r * l U��ri \ `9Cs00 F I 1 i I I I i i od ...4 I I I II,- 1615/1617 DEFOREST AVE1 1715 DEFOREST AVE / SYSTEMS UNITED BUILDING CORP FAIT F DEFOREST AVE BENJAMIN M DOLEZAL FAITH UNITED CHURCH OF CHRIST N x // v ® boa N If; CC 11 N X II II I N &e II II / z.. u x� u n asm 0 gs °F•GWO MO 1351.11"011 JG5 0 BID 4/6/2020 CITY OF IOWA CITY IOWA SEE- I 0 B O LTO N 855 WRI EDA BROTHERS BLVD SW,SURE 2A1 a o z5 So CEDAR RAPIDS,IOWA sz4oa °PY 1Gs LOWER MUSCATINE AREA STORM IMPROVEMENTS i i —m�� . Phone:(319)362-3219 0• 1 N.01 1.1 l` SCALE FEET & M E N K Email:CedarRapids@bolton-menk.com M°ALH S www.bohon-menk.com , XXXX PAVEMENT MARKINGS o xxxxxxxxxx I z I.. 4-14E, r:1 -,„ ' '44, I-. ® z 4.1 Q = W 1437 FRANKLIN ST CC • GREATER IOWA CITY STA:22+53.72 4l - S 1439 ASH 5T ' 1437 PINE 5T STA:22+78.93 HOUSING FELLOWSHIP 32 58'L 1437 ASH ST TIGERHAWK PROPERTI LLC LT - BILLY&DEBRAH FOROICE TL 1400 DEFOREST AVE 7A30STA:25+49.29 : 5+ 7.56STA:22+ 363 REMOVE SIDEWALK34.31'L35.35'L �-- x STA: +86.02 ..._. --------.__------ --- --- '- --- - r•• - - -- ^12.59'L :91 I �'�� i��i 1'' .r.). 1� l\ N DEFOREST AVE 22 23 24 25 26 27 28 29 STA:21+85.98 i L o _... 3 1, 1 I 1: _- - 30 l� r. { �t�,�s verrio + r: 10 c 3 .�. REMOVE TREE TYP: - - ` STA 22+27.49 ( STA:25+82.66 STA:26+71.48 -�i 23.93'R LIGHT POLE TO BE STA:25+61.83 17.03'R STA:22+53.08 STA:22+78.26 RELOCATED BY OTHERS 27.55'R 27.62'R STA:27+71.77 28.26'R 34.50'R 28.24'R REMOVE ROADWAY STA:26+47.55 SALVAGE TREES TO MARK TWAIN ELEMENTARY RELOCATE POLE FAITH UNITED CHURCH OF (TYP) 17.03'R (BY OTHERS) FULL DEPTH SAWCUT(TYP.)/I MARK TWAIN ELEMENTARY SCHOOL PROTECT ALL TREES NOT MARKED FOR REMOVAL I I N-. .2. 1O. la wI 1 k; '; ` n I H i A ! II I 1 . "I''itII I „ r- n I II is ^II I II 1 1-• Z d 1438 PINE ST 1433 SPRUCE ST _ N-, .rG� '-� ® CHARLES H MASON KATHLEEN SCOTT I -1 1714 DEFOREST AVE - - 1 ✓- H FORDICE 1 III I lEP PROPERTIES,LLC 1714 DEFOREST AVE - ,> -.,\ ) Y STA:28+70.72 STA:28+96.04 STA:31+55.62 !!I - I STA:31+80.85 PROTECT TREES JANETFULLER x - G1 30.04'L PROTECT STA 29+07.51 REMOVE DRIVEWAY STA:31+44.36 1, 29 89'L STA:34+13.79 -"�CD 29.96'L 29.97 L II 34.96'L� T II STA:31+92.19 7 3 L STA:28+59.70� - - Y € 33.03'L REM 0'L 4 -^ �. -_ 37.74:L _ , 33.3T L (TYP) MOVE STUMP ST -- - +A 31295 1t--I--I J 1 - __J--.rL .1.--..___ __ - _.. - 1 • - -------- -r--=s��-- _ - _ STA:33+96 _ m .'r 29 36 31 932 ,= DEFOREST AVE -_ I STA:3,4+36.66 _ , .__ 30 „3 u u u -5��� ,.'� iD.- _ OE ao ••04V•VO•V c c 32 6 30 0 _. _ - DT TLL.. I ... , X-----X ,' t , , Vi4, i1-- ''' ‘---1‘ I STA:33+27.05 � �STA:32+90.01 24.49'R •. STA:34+24.27 REMOVE SIDEWALK - j'_ 31.90'R , f I �R - 17 0?R7177 (TYP) 1615/1617DEFORESTAVE STA:32+52.26 1715DEFORESTAVE , II 4RE OVESHRUBS I FAITH UNITED CHURCH OF CHRIST SYSTEMS UNITED BUILDING CORP 1625 DEFOREST AVE 39.32'R STA:32+83'75 , : G, FAITH UNITED CHURCH OF CHRIST _ 38.93'R BENIAMIN M DOLEZAL x :i STA:32+58.57 W � ...4e, 38.85'R z REMOVE ROADWAY I II 11, CCO. (TYP) x I. - 1 I o H II II II I I \ E 11 �� II R3 n m _ ._ _ n 1 I , Z.1.. asth i T BO LTO N 855 WRIGHT BROTHERS BLVO SW,SUITE 2A U ICS S BID 4/6 2020 CITY OF IOWA CITY,IOWA SHEET CEDAR RAPIDS,10WA 52400 e HOBO. � m1♦�0 vERT. 1_ D Phone: IDS,36 A 52 oE� IGs LOWER MUSCATINE AREA STORM IMPROVEMENTS ` & MENK R.O1 SCALE FEET SCALE FEET Email:CedarRapids@bolton-menk.com AIR I.* www.bolton-menk.comM„o,� REMOVALS DEFOREST AVE V7= )0000000IXX 1 GJ 1li 2es raN REMOVE MANHOLE : r yi REMOVE INTAKE 1132 ASH ST A. 1550 GINTER AVE Y 1131 ASH ST STA:201+06.17 MANUEL T.TREVIZO DOUGlAS&GUYLIA SMALL REBECCA VONBEHREN 36.51'L SST :201+31.15 - ` - STA:200+94.79 ;1 34.01'L 30. .'STA:201+4 .40 • f� 30.3.' r �� RE VETREWYP) I REMOVE DRIVEWAY LSTA:200+76.57----- •J I i 249i't — fn (TYPL — -- ---1 I— *WSW. .�Av: TA 2b/3+86.89 24.11'L .,.. v .y,ri, 1_- n>r n>w r+++w+«.r ea,...... - i7+��.'��� r_>r a++.r>a rrr ' r>a n.*r--> �3 �3'L 1297'L zo34_1) GINTER AVE 203 204 STA: 01+47 85 REMOVE ROADWAY STA:203+86.89 (TYP) 0.00' STA:200+76.90—� ^e or STA:20{47.70 7. _---- oe OE 3 OE of oe ':- � � \\ — 30 -- 12.01'R I L. -—--12.23'F ' ' STA:200+83.08 - 3 1+50.91 I' 23.37'R li 23.23.30'R 1 1 I i STA:201+40.63 i H. i STA:200+92.74 I l 33.32'R - tn 1 33.42'R 1 I 1204 ASH 5T 1205 PINE ST W 1203 ASH ST I.. RANDY&LUANNE FERDIG MICHAEL CULLIVAN&HEATHER NEWMAN Z GRZEGOR SfA:201+03.88 y STA:201+28.99 CIACH 40.23'R Z 40.30'R ; N Q REMOVE INTAKE O "t] CD V •. CO � _- �c-� a70 i 9 3 z' ,62 2 Es BOLTON 855WRIGHTBROTHERSBLVDSW,SUITE2A � „rD NO ISSUED 1GS 0 BID DATE 4/6/2020 CITYOFIOWACITY,IOWA SHEET Y CEDAR RAPIDS,IOWA 52404 ,3g HORZ. .�.m�0 VERT. ....m� 0 Phone:(319)362-3219QN 1Gs LOWER MUSCATNEAREASTORM IMPROVEMENTS - & M E N KR-°2 SCALE FEET SCALE FEET Email CedarRapids@bolton-menk.com En ALH www.bolton-menk.com REMOVALS-GINTER AVE 0 XXXXXXXXXX Ir W1109\ /--1108 PC 1008--\ f1007 j J Z I1111 „LXG se 11(07 2009-\ II 3003 se L-X % X X X X X X % X-x x x X-x X X X x x 1104 1(104 �j 1006 1106 1103 1010 1011 1001 1002 }105 % 1102 ( Ie. `. S I 1101 `` i1110 O i 1111 1 DEFOREST AVE Difference Staking --., FOR I1fOWNT20M O/11Y: Does Designer need to Legally Acceptable between Designed Acceptable Required Measured VALUES USED TO DETERM RE DES IflIED SLOPES Point to Point Sidewalk Cesl etiap DSstanes• d Elerat ion slope Ran Slopeand Ltaxlamm nixain deci en gn Rave constructed Range on this Slope Initials Remarks approval from Qtng� Po',nt Station Offset Elevation Legally Method'; Eng.neer? anti FT PT X Pus- or 9a,,. Acceptable Range pus.ur-Nee. X 10a1 1092 'ending/Turning Snare 5.00 -0.08 -1.5% 0.1%to 7.0% 0.5% 0.1%to 7.0X 1801 27.44.36, -71.59 723.44 1082 1093 Landing/Turning Space 5.00 0.05 1.0% 0.1%to 2.0% 1.0X 0.1%tc 2.0% 1002 22.49.36 -21.59 723.16 _.1003 _-_-i691.____._Landing/Turn ne Space 5..80 0.08 1.5%, 01%to 2.0% 0.5% 0.1%to 2.0%. ..._---- ..-�.-_-_-�.__. 22t49.36 _....__ -26.59.1 723.41 1034 1091 Landing/Turning Space 5.00 -0.05 -1.0X 0.1X to 2.0% 1.0% e.1%to 2.0% 1004 22+44.36 -26. 723.49 1002 1095 Ramp Burning Slope 3.73 -0.26 -7.0% 0.5%to 8.3% 1.3% 0.5%to 8.3% 1085 22.53.09 •21. 723,10 1803 1096 Ramp Rurnine ;lope 4.87 -0.21 -4.3% 0.52 to 8.3% 4.0% 0.5%tc 8.3% 1806 22+54.23 -`- -26. - 723.20 1005 1096 Rang Cross Slope 5.13 0.10 1.9X 0.1X to 2.0% 0.1% 0.1%to 2.0% 1007 22+49.60 F'-r -38.4i"T"' 723.92 1033 18R7 Rano Rurninp',lone 11_lt9 8.51 d.T% R 5%to 8-3% 4.0L 0 5%tr R_3% 101111 77.4S 79 ' r )-3R.g"Q 774-PS 1008 1009 Rano Rurning Slope 7.86 -0.38 -4.9% 0.5%to 8.3% 3.4% 0.5%to 8.3% 1009 22.45.55 ,.' .30.54::-) 723.xe x� -- 1809 1094 RanD Turning Slope 4.17 -8.21 •5.0% B.5%to 8.3% 3.3% 0.5X tc 8.3% 1818 22.29.36 25.61 724.31 - 1036 1097 Ranp.Crtss SlopeM 1.00 0.16 i -4.2% 0,1X to 2.0% 2.2% 0.1%to S.2% Slone reautred to match existing conditions _ 22�M.36 .."..21.72 I 724.34 10a4 1010 Rano Rurnine Slope 15.83 1.02 6.0 0.5X to 8.3% 1.5% 0.5%tc 8.3% 0-' min 1011 Rangy Turning Slope 15.00 0.98 6.0% 0.5%t0 8.3X 2.3X 0.5%tc 8.3% _•.1 1011 1810 _-83Q4 Cross Thos. ._ 33.00 0.17 4.4X 0.1%jp,.2.0% -2.41_ p.3X to 5.4X Slope rewired to match existing cremations _.,v._ `�' - ``5S 1131 1192 Landing/Turning Space 5.00 0.02 0.5% 0.1X to 2.0% 1.5% 8.1X to 2.0% 1101 22.83.22 05 722.67 1132 1193 L.andine/Turnine Space 5.00 0.08 1.5% 0.1%to 2.0% 0.5% 0.1%tt 2.eX 1102 _ 22.88.22 ) .85 / 722.69 1183 1194 LandineJTurnile Space 3.00 -0.03 -0.5% 0.1%Co 2.0% 1.5% 0.1%to 2.0% 1103 22.88,23 ....46.85 '', 722.77 1184 1191 Landingjrurniie space '.00 -0.07 -1.SX 0.1X to 2.0% 0.5X 0.1%tc 2.43% _._._-._.. _._.. 1104 22.83.23 - -26.05 722.74 1134 1196 Rano Rurnine Slope c..01 -0.13 -2.6% 0.SX to 8.3% _ 5.7% 0.5%tc 8.3% 1105 22.79.54 ' -21.05 N)722.52 1131 1105 Rano Turning Slope 3.68 -8.14 -3.9% 0.5%to 8.3% 4.4% 0,5%tc 8.3% 1106 22+78.22 -26.05 -..Y22.61 1126 1106 Rangy Cross slope c-.17 -0.0? -i-3% 8.12 to 2.0% - 8.3% 0.1%to 2.02 11e7 22487.24 -30.9a 723.14 1131 1110 Rand Turning Slope 5.09 -0.41 •8.0% 0.5%to 8.3% 0.3% 0,5%to 8.3% 1108 27487.35 -40.97 723.99 1182 1111 Ranp Turning Slope, 8.18 -0,54 -6.6% 9.5%to 8.3% 1.772 0.5%to LA ._„_. 1108 22+83 45 -41.05 723.74 1110 1111 Rano Crcss Slone E.80 -0.11 T -1.0% 0.1%to 2.0% 0.74 0.1.%to 7-11% 1110 22.03.22 -155.96 722.20 1183 1187 Ramp Rurning Slope 4.99 0.37 7.5% 0.5%to 8.3% 0.8% 0.5%tc 8.3% 1111 22+88.22 -12.87 722.15 1137 1198 Rano Rurnine£lope 16_0%, 0.75 7.5%_ 0.5%to 8 3% __._. _�.Ari. 0,s%t B.3% - 1144 1199 Rana Turning slope 11.00 1.00 6./% 0.5X to8.3% 1.0% 0.5% 3% 1139 1 LC_8. 1198 Rani Cress Slope 3.90 0.15 3.8% 0.1%to 2.0% -1.8% 0.1%tc 4.8% Slope rea fired to Batch existing coalitions i i. za e no. WORM SHEET ym _ 0 BOLTON 855 WRIGHT BROTHERS BLVD SW,SUITE 2A �w MOOD MO. 0 BID 4/6/2020 CITY OF IOWA CITY, IOWA E., 0 25 50 CEDAR RAPIDS,IOWA 52404 xis LOWERMUSCATINEAREASTORMIMPROVEMENTS HORZ. SC & M E N K Phone:(319)362-3217 S.Dl o i SCALE FEET Email:CPhone.(319)3olton-menk.com oenm ALH vngw.bolton-menk.tom ADA RAMP COMPLIANCE Q cl xxxxxxxxxx I I DEFOREST AVE I 1308 / I 1307 ry I 0 1300 A 13031 1208 1204 1203 1206 1306 A I 1207 1201 1202 ` 1301 l205 1305 _ _. I 11 I MARK TWAIN \\ I ELEMENTARY SCHOOL 1 m' I I 1310 I ' Difference Staking ' ' FOF INE 071MTION(PLY: Does Designer need to Legally.Acceptable between Designed Acceptable 1 Required Measured VALUES USED TO DF-ERMISE DESIGNED 5 Distance• A Elevation Slope /Main clotign SLOPES Point to Point Sidewalk Designation Range Slope and Maximum Constnmcted Range i �� from on this Slope Initials Remarksapp "., Legacy Quadrant? Paint Station Offset t"' Elevation F- FT X p03. 7r lien. Acceptable Range Po , or Nap. Method's Engineer? ^ % G-; 12a1 1232 Landing/Turning Space _ 5.00 -0 06 -1 2% 0.".%tO 2 0X 8.0X_- 0.1%t3 2.BG 1281 22+37.49 C....1 27. 724.40 1232 1233 Landing/Turning Space 5.00 -0.06 0.:%to 2,0% 0.7% 0.1%t3 2.0% 1202 22.42.49 .‹C - 27.030 724.34 1233 1234 Landing/Turning Spate 5.00 0.06 1.3% 0.:%to 2.0% 0.7% 0.1%t3 2.0n 1283 22.42.49 "--"22.03,.i 724.27 1234 1231 Landing/Turning Space-...-- _-. 5.00 0.06 0.1%to 2.8% 0.1% 0.1%t,2.0g 1201 22+37.49 -',22.03 724.34 --- -- - 1733 1736 Raen Rmrniw Slone T it.pp -p.57 -5.7X R-SX in R-;% 3_72 P.5%in R-TX 77P5 77+5;-74 .-‘,77-133 777.79 1232 1285 Ramp Ruling Slope 11.25 _ -0.54 -4.8% 0.5% to 8.3% 3.5%_ 0.5%t3 8.3% 1286 22.53.49 22.03C2 S 723.70 1236 12a5 Rap Cress Slope 5.01 0.09 1.9% 0.:X tO 2.11% 0.1% e.1%t3 2.0X s19. required to match existing conditions 1207 22+27.49 4 C7.82 725.10` 1204 12D0 Ramp Rmrnlne Slope 10.00 e.'17 �,]% L.8 tD 0.3% 2.6% a-5%t3 8.3% 1208 22,27.49 f 21.90 Z.e 724.90 1231 1237 Ramp Ruling Slope _ 10.00 0.70 �3X 0.5X tO 8.3% 1.3% 0.5X t3 8.3% ^'� .,..., 1238 1237 Ramp Cress Slope 5.04 0.19 94% 0.:%to 2.0% -1.%X- e.ix t3 4.8% - - ` ..__..._ 1331 1332 Landing/Turning Space 7.97 -0.12 -1.5% 0.'..%to 2.0% e.S% 0.1%t3 2.0X 1381 22+04.70 .7e L✓J 722.95 1332__. 1333 Landing/Turning Space - ._1 B0 -0.08 -1_5% 0.1%to 2,0%i... 0.1% '--- 0.1%t7 2.0X 1302 22 92 67 .. 26.n - 722 83 1333 1304 Landing/Turning Space 7.97 0.12, 1.5%- 0.:X to 2.0% 0.5% e.1%t3 Z , _ - 13e3 22+92.e7 - 21.71 NY . ,131 22.76 1334 1391 Landing/Turning Space SAS 0.08 1.6% 0.'.%tO 2.0% 0,4% 13.1X t3 2.0% 1301 22+84.30 - 21.70 __I22.87 1331 13a5 Ramp Rurnina Slava 6-47 0.52 8.1% 13.8%to;-3% 0.24 0.5%tl 8.3%. 13eS 22.77_13 26.70 713.48 1334 1336 Ramp Running Slope 6.89 0.50 8.2% 8.5%tO 8.3% 0.1% 0.5%t3 8.3% 1306 22+78.e1 21.70 723.38 Rag, 1305 1336 Crcss Slope S.01 -0.10 -2.0% e.:X to 2.0% 0.0% , 0.1X to 2.0X_ Sloss niadrid to OItd1 misting CoIitites 1307 22+84.10 13.48 722.20 1384 1337 Ramp Rum irg Slwe ----... ---- 4.22 -0.07 -8.2% 0.3% w 8.3% 0.2% 0.52 a a.lx 13e3 22,92.ee 11.33 722.04 1333 13a8 Ramp Running Slope - --- 9.88 -0.72 -7.3% 0.5%to 8.3% 1.8% 0.5%t3 8.3% 1309 22+82.44 35.66 724.22 1337 1338 Ramp Cress Slope 15 0.16 2. e.X to 2.0K, 0.8X e.1%to 2-0'. 3318 2I+89.22 39.84 724.46 13a1 13a9 Ramp Running Slope - ,31 1.27 13:88 0.5%to 8.3% -5.6% 0,5%to 14.9%- Sjooe required to match existing conditions _ 1332 1310 Ramp Ruining Slope 13.44 1.63 12.1% 0.5%to 8.3% -3.1% 0.5%to 13.1% Slope required to match existing conditions 1309 1310 Ramo Cress Slot* 7.97 0.24 1.0% e.t%to 2.0% -LOX 0_I%to d Slope required to match existing conditions - 0 TI zI ,1H Vi am Ms am,GS 0 BID 4/6 ISSUED iOft /202o CITY OF IOWA CITY, IOWA SHEET m B O LTO N 655 W RIGHT BROTHERS BLVD SW,SUITE 2A a CEDAR RAPIDS,IOWA 52404DRAWN m HORZ. ���= 0 Phone.(319I362-3219 iGs LOWERMUSCATINEAREASTORMIMPROVEMENTS & M E N K s.°z 6- SCALE FEET Email:CedarRapids@bohon-menk.com www.lwhon-menk.com �"`m� ADA RAMP COMPLIANCE 0 t - amxxxxxxxxxx 1409 1408 _ n 1509 1508 1407 1~tJ/\ 1507 W FC 1406 I.. 1410 1404 1403 H 1506 1504 1503 H Q 1405 1505 1411 1401 1501 1502 1402 !',1) ak 0 yv, 1413 --- 1412 I DEFOREST AVE Ulfference Staking ' _ -- Does Desi€nee reed to ECM riFORMATIOH ONLY: Legally Acceptable between Designed Acceptable Required Measured VALUES USED TO DETER421E DESIGNED SLOPES Point to Point Sidewalk Distance' A Elevation Slope R Slopeand maximum obtain design Des1p�[Sar ange Constructed Range on this Slope Initial:: Remarks approsal from Legally Methods Engineer? Qua3rant, Point Station Offset Elevatlor FT i' I Pnt ne NO _Acceptable Range Pnc rr MP/ 11, % 1401 1662 Larding/-urnirg Spate 5.00 _ -9.06 -1.1% 0.13 to 2.8% 9.8% 0.1%to 2.0% 25+47.41 -21.06 1402 1403 tardlterurelrg Spate 5.09 0.96 1.2% 0.1%to 2.0%_ 8.8%_ 0.1%to 2.0%, 1443 1444 LaJ1rg(vrnlrg Spate 5.00 e.ee 1.3% 0.11 Lu 2.6X 0.7% 0.1.1 Lu 2.02 1404 14E1 Lardinerurnirg SDa,e 5.08 -0.06 -1.3% 0.1%to 2.0% 8,7%, 0.1X to 2.8% IMIIIIIIIIIIIIIIIIIIIMMEMEMIRMIIMMEMIn 1402 1465 Ranp Running Slope 7.57 -0.44 -5.9% 0.5%to 8.3% 2.4% 0.5%to 8.3X_--______- 1405 25'59.98 _-21 01 712.51 1403 14E6 Ranp Running Slope - 8.89 41.56 -5.2% 0.5%to 8.3% 2.1% 0.0%to 8.3% 1406 25+61.31 -26.81 712.46 1405 1406 Ram Cross Slope 5.17 -0.05 -1.8% 8.1%to 2.0% 1.0% 0.1%to 2.0% IMIIIIII 713.06 1403 1457 Ramp Running'lope --_ 4.54 9 05 1.9% 0 51 to 8.3% 7.3% 0.5%to 8.3% - 1407 1468 RanD Running Slope 4.91 0.06 1.5% 0.5%to 8.3% 6.8% 0.5%to 8.3% .t17 1494 14E9 Ram Running Slope 8.45 0.13 1.6% 0.5%to 8.3% 6.7X 0.5%to 8.3%_ IIMECIMMIIIIIMEICItillIMEIM 14e4 3410 Ray Cunning Slop* 11.4e 0.55 5.5% 0.3%4v 8.3% 2.0% 0.1% to 0.5% - N 1401 1411 Ram Running Slope 10.80 8.54 5.4% 8.5%to 8.3% 2.9% 0.5%to 8.3% y. 1410 1411 Ramp Cross Slope 5.08 -0.07 -1.5% 0.1%to 2.0% 0.5% a i%to 2.0% ® fyAI® 1401 1412 Ram Running 5104 9.14, -0.38_ -3.1% 0.5%t48.3%_ 4.2%, 0.5%to 8.3% _ 1111111111.111.1 Ram 1402 1413 Running Slope 7.72 -0.38 -5.0Y 8.5%to 8.3% 3.3% 0.5%to 8.3% r IIIIIIIIIIIIRIIIII 1412 1413 Ray Cross S1cpe 5.19 4.07 -1.4% 0 1%to 2.0% 0.6% 0.1%to 2.8% _ �i 1501 1562 Larding_/'urnirg Spate 5.80 0.07 1.1% 9.12 to 2.0% 8.7% 9.1%to 2.8X +'r'+ -' 1502 15E3 Lading/-u,,.i,x 5uo.e 5 00 e.e6 1.2% e.l%to 2.0% e.e% 0.1%to 2.e% ee 11:F1<}'y ' 1503 1564_ Lading/urnirg Space 5.00 4.06 -1.2% 0.12 to 2.0% 0.8% 9.1%to 2.9% _ .. MEtTJ 1504 1561 Lading)urnirg Spate 5.00 -0.06 1. 8.1%to 2.8% 0.7% 0.1%to 2. t i '_] 1591 15E6 Ran,Running Slope 10.16 -0.55 -5.A 1 0.5%to 8.3% 2.9% 0.5%to 8.3X IIKEIIIIIIIIIIIIINIEEELIA 1505 1561 Rapp Running Slope 9.88 8.56 LE t 0.5%to 8.3% 2.1% 0.5%to_LA: � _ _ MIE>_II 1596 ice-S Rama Cross Clnr 6.1i i1.08 L r 0.11 to 7.0% 0.5% 0.1%to 7. ElEY' C.' * .. 1504 15E9 Sidewalk Running 511pe 7.66 0.08_ 1. . 0.52 to 5.0% 4.0% 0.5%to 5.0% i l! 3593 1567 Sidewalk Running Sllpe 3.77 0.02 8.5%to S.0% 4.3% 0.5%t9 5. A � '' 1507 1508 Ray Running Slope 4.09_ 6.63 e.7R 8.5%Lu 8.3% 7.6% e.1% Lu 8.3% IIIIIIIIIIIIIIIMNIMMIIMr/- rs�l}► 1509 15E0 Sidewalk Cross Slope 3.79 0.04 1.8X 0.5%to 2.0% 1.0% 0.5%to 2.9% 1 f 9 El H� n as a0 -s mo305 o s a/6/2020 CITY OF IOWA CITY, IOWA SHEET B O LTO N 855 WRIGHT BROTHERS BLVD SW,SUITE 2A CEDAR RAPIDS,IOWA 52404 y� HORZ. -�� 50 Phone:(319)362-3219 1G5 LOWER MUSCATINE AREA STORM IMPROVEMENTS & M E N KS.°3 %` SCALE FEET Email:CedarRapids@bohon-menk.com E�ALH ADA RAMP COMPLIANCE_ 0viww.bohon-menk.com CLIENT NO 0 i a XXXXXXXXXX DEFOREST AVE /// 1609 1610 Iy 3 b1U 1608 1604 1606 --3--Lr- 0 1706 1704 1703 1705 1605 1607 1601 1602 1701 1702 MARK TWAIN ELEMENTARY SCHOOL 0 I-a ea p„ c7-G t r„,-,. :{r-m s6 H 1 o x' IN `I -.. -. ,.. Difference Staring 7 .. FOR IIFORMnTIO1Rity: _ ,Does Designer need to Legally Acceptable between Designed 4cceptable Regcired Measured VALUES USED 70 DETERMINE DESIGNED SLOPES Point TO Point S1dewlalr Des ation Distance. A Elevation Slope 5 and Matlmum ,, obtain le fro. 1gn Rang! ]Op! COIKCrOCtlO Range , on[h15 ! 5.Ope Initials Remarks Legally approval fran y ' Method's Engineer? �' ant?; Point Northing tasting Elevatlor FT FT % Pos. or Meg. Arreptahle Range Pos. o^Meg. 1 % 1681 1682 Landing/Turning Space 5.00 -0.06 -1.3% 8.1%to 2.0 3.7% 0.1%to 2.0% 681 25+46.71 25.63 713.34 1602 1683 Lansling/Turnine Space 5.00 -0,06 -1.2% 8-3%to 2.0 0.8X 0.1%to 2.0X , 602 25.51.71 25.65 713.28 1603 1604 Lacliag/Turning Space 5.0e e.06 1.2% 0.1%to 2.06 9.8% 0.1%to 2.0% 603 25,51.73 20.65 713.22 1604 1601 Landing/Turning Space 5.00 0.06 1.3% 8.1%to 2.0X 9.7% 8.1%tO 2.0% :604 25.46.73 20.63 713.28 1603 1606 Ramp Runup 51cDe 10.61 0.14 1.4% 9.5%to 8.3X 6.9X 0.5%to 8.3% :685 25.62.49 25.69 713.72 1682 1685 Ramp Miming Slope 10.78 0.44 4.1% 0.5%to B.1 4.2% 8.5%to 8.3X _606 25.62.34 20.69 713.36 1605 1686 Ramo Cross 5100e 5.08 -0.36 -7.2% 8.1%to 2.0% -5.2X 0.1%to 8.2% Match general street grade :687 25+31.71 25.67 714.46 1683 1610 Ramp Running Slope 8.82 -0.66 -7.5X 8.5%to 8.3% 9.8% 0.5%to 8.3% :688 25.31.73 28.67 714.39 1604 1609 Ramp Runup Slam 8.89 -0.63 -7.1% 0.5%to 8.3% 1.276 8.5%to 8.3% :6E9 25.46.76 11,83 712.65 1609 1610 Ramp Cross Slope 5.08 -0.10 -1.9% 0.1%to 2.8X 3.1X 8.1%to 2.0% :610 25+51.76 11.83 712.56 1604 1688 Ramp Running Sloe 15.88 1.11 7.4% 0.5%to 8.A 0.9% 8.5%to 8.3% 1681 1607 Ramp Running Slam 15.00 1,12 7.5% 0.5%to 8.3X 0.8% 8.5X to 8, 1607 1688 Ramp Cross Slope 5.09 -0.00 -1.5X 0.1%to 2.0 0.5% 8.1%to 2.8% 1701 1702 Landing/Turning Space 5.00 0.06 1.2X 8.1X;O 2.0 B.B% 8.1%to 2.04 :701 25+92.23 25.78 713.78 1782 1703 Landing/Tumine Space 5.8e -0.06 -1.3% 8.1%to 2.0X 8,7% 8.1%to 2.8% :702 25.9'.23 25.88 713.84 1703 1704 Landin /T,rn Ina Space 5.00 -0.06 -1.2% 0.1%to 2.0t 0,8% 0.1%tO 2,84 _703 25.97.24 87-89 713.77 1704 1781 Landing/Turning Space 5.09 0.06 1.3% 8.1%;o 2.0X 0.7% 8.1%to 2.0X :704 25.92.24 20.78 713.71 1791 1705 _Ran_3um irg Sine_ 10.23 -0,05 -0.5% 8.5%to 8 _.3X 7.8X 0.5%to 8,3% 1785 _ 25+82,00 25.75 713.72 1704 1786 Ramp Sunning Slcpe 10.07 0.63 6.3% 0.5%to 8.3% 2.0% 8.5%to 8.3% :786 25,82.17 20.75 713.08 1705 1706 Ramp Cross Slope 5.00 -0.64 -12.9% 0.1%'0 2.0% -10.9X 0.1%tO 13.9X_ Match general street grade i i z a'n� o awe 7'8 ` 0BO LTO NJOS 0 BID 4/6/2020, CITY OF IOWA CITY, IOWA SHEET „m 855 WRIGHTWRIGH7 BROTHERS BLVD SW,SUITE 2A CEDAR RAPIDS,IOWA 52404 0 25o oa.w� 3G5 LOWER MUSCATINE AREA STORM IMPROVEMENTS e HORZ. Phone:(319)362-3219 o,rar S.04 `g SCALE FEET & M E N K Email:CedarRapids@bolton-menk.com °ALH s< www.bolton-,nenkcom ADA RAMP COMPLIANCE 0 i xxxxxxxxxx laoa� /-1807 W Jir H L4,1 1908 1907 Z L3 3 ----0 Y 1809 1804_\ 1803 1903 1806 1904 1906 181 1801 1602 1805 0 1905 1901 1902 12 - 1811 DEFOREST AVE r.7 d `' - ICJ n 0-S 1 } n r Q LapDifferencestaking FOR INFORM4 DRY: 9rcienor need to Oistancle A Elevation Slop! Legally Acceptable between Desipled Acceptable obtain design Required Measured VALUES USED TO DETERMLIE DESIGNEDNIFIS Point to Point Sidewalk Designation Range Slope and Maximum Constructed Range approval free on this Slope Ieitials Remarks CC' Legally method's Engineer? Quadrant? Point Station Of'set Elevation FT FT X Pos. or Meg. Acceptable Range Pos. or Reg. % 1801 1882 Lardi,E/Turnine Space 5.00 A.OS -1.2% ' 8.1%to 2.8% 9.8%- cis to 2.9% 1801 29+57.52 -21.56 707.01 1882 1863 , 'Larding/Turning Space 5.00 ' 9-15 ' 1.2%' 0.1%to 2.081 ' 9.8% ' 0.1%to 2.0% 1802 28+62.52 -21.48 706.95 1883 1884 larding/Turning Space ' S.80 ' 0.86 ' 1.3% " 0.1%to 2.0% ' 8.7% ' 8.1%to 2.0% _ _ 1603 28+62.54 -26.48 797.01 _1804 1201 Larding/Turning5➢ace r 5.00" -0.06' -1.3% ' 3.1%to 2.0% ' 9,7t 9,1%to 2.0X 1004 28+57.54 -24,50 797.97 1882 1885 Ramp Running Slope ' 7.58 ' -0.33 -3.9% ' 0.5%to 8.3% ' 4.4% ' 0.5%to 8.3% 1805 28+70.10 -21.46 706.65 1803 1806 gaga Running Slope ' 8.74 ' -0.30 ' -3.4% ' 0.5%to 8.3% ' 4 9% ' 0.5%to 8.3% 1806 28+71.28 -26.45 796.71 1805 1ae6 Ramp cross 51080 ' 5.14 ' 0.05 ,1.G5 ' 0.1%to 2.0% . e.BX ' 9.1%to i.of OW 4+01.84 -37.71 707.12 1801 2.811 _ Ramp Running Slope : 9.56 ' -0.51 - -5.4% ' 0.5%to 8.31 a._9% r 0.5%to 8.3% 1883 28+57.76 -37.77 787.76 1882 1812 Ramp Running Slope 8.08 -B.4d -5.0% 0.5%to 8.31 3.3% 0.5%to 8.3X 1809 2E+42.50 -26.58 798.18 1811 . 1812_ _Ramp Cross Slope = 5-21 C 4,eS +' 0.9% 0.1%to 2.0% ' L1X, 0.1%to 2.9% _ 1819 28+42.52 -21,50 798.11 1883 1807 Ramp Running Slope 11.26 0.71 6.1% 8.5X to 8.3% 2.ex 0.5%to 8.3% 1811 29+57.49 -11.94 706.50 1RR4 1R8R Rage RunninD S1nne ' 11.7R ' 0-69 ' 6.1% ' 0.5%to R.i% 2.7X 0.5%to 8.3% 1R17 78+67.49 -11.41 7e6.55 1808 1807 Ramp Cross Slope ' 3.88 ' -0.91 ' •1.0% 0.1%to 2.8%' Les' 9.1%to 2.0% 1804 1809 Ramp Running Slope ' 15.04 ' 1.11 7.4%' 0.5%to 8.3% ' 0.9% r 0.5%to 8,3% 1881 1820 Romp Running Sloe 11.00 1.18 7.1% 0.5%to a.3% 1.0% ' 0.5%to.8,3_ 1809 1810 gaup cross Slope ' 5.90 ' -e.83 ' -1.5%' B.1%to 2.0% ' 0.5% ' 0.1%to 2.01 1981 1902 Larding/Turning Space 5.00 0.es - 1.3%--- 0.1%to 2.1311 - 8.7% ' 9.1%to 2.0% 1901 29+04.42 -20.82 706.79 1902 1903 larding/corning Space 5.00 ' 0.06 ' 1.2X 0.1%to 2.9% ' cgs ' 0.1%to 2.0%_ 190I 25+09.42 -20.80 706.85 1983 19e4 Larding/Turning 51140 _... :_ __�,-00 t -8.85 r -1.2% ' 0.1X to 2.08 t e.$X ' 8.1%to 2.0X _ _. _-.._ 1901 25t .44 -25.89 706.91 190401 19 Larding/Turning Space '- 5.80 ' -0.05 ' -1.3% ' 0.1X to 2.8% ' 0.7% ' 9.1%to 2.0% _ 1904 29+04.43 -25.82 706.85 1901 1905 Rasp Running Slope ' 7.59 ' -0.42 ' -5.6% ' 0.5%to 8.3% ' 1.7% ' 0.5%to 8.3% 1995 28+96.83 -20.84 706.36 190+ _ 1946 !tarp Running Slope ' 9.00 ' -0.12 ' -4,2% ' 9.S%to 9.31 r 4.eS ' O.5%to 8.1% 1904 29+95.43 -25.85 706.46 1985 1906 Ramp Cross Slope + 5.28 ' 0.110 1.9% ' 0.1%to 2.01 a 0.1% ' 8.1%to 2.0% 1907 25+09.47 -33.36 707.21 1904 1908 Sicewalk Running 5_ope r 7.64 I" 0.25 ' 3.4% ' 0.5%to 5.4� 1.6% ' 0.5%to 5.0% _ 19438 25+05.56 -33.37 707.11 1903 19E7 si6ewalk Ruminn 5 6pr ' 7.s9 ' 9.3a ' a,9%' e.5%to 5.47T ' 1.0X ' 0.3%4v s.OK , 1908 1987 Rarp Cross Slope ' 3.91 m 0.11_, 2.8% 0.1%to 2.0% ' -9.8% ' 0.1%to 3.8% Slave required to Batch existing conditions 2 514 if yq 15 ,'8 s DESIG MO ISSUED.NED 0 BID 4/6/2020' CITY OF IOWA CITY, IOWA SHEET B O L. N 855 WRIGHT BROTHERSA BLVD 524 SUITE 2A 0 25 50 CEDAR RAPIDS,IOWA 52404 1GS LOWER MUSCATINE AREA STORM IMPROVEMENTS ORDWN 34 HORZ. & M E N K Email:CedarRapds4?bohoPhone: n-menk.com «�DALH ADA RAMP COMPLIANCE s.os E Q SCALE FEET www.bohon-menk.com O a xxxxxxxxxx hr DEFOREST AVE 2006 2005 _T_ __ 2007 2004 2003 a.. 2008 _ 2001 2002 • _ Difference Does Designer need to Staldnp, ' _ FOR INFOR' TION ONLY: Distance* A Elwaticn Slope Legally 4ccep.able betreen Designed Acceptable obtain design Required Measured VALUES USED TO DETERMINE DESIGN SLOPES Point to Point Sidewalk Designatior Range Slope and Maximo Constructed Range on this Slope Initials Remarks approval fn. FT FT % Pos. or Nee, Acceptable Range ups, or het. Method's Engineer' ClEr,K7 X Point Station Offset Elevation 2881 2602 tardine/Turnine Snare 5.08 -8.06 -1.2% 8.1%to 2.0% 0.8% e.I%to 2.8% 70E11 28456.21 26 5G 707,i4 2987 2e03 Landing/Turning Ivaco 5.99 -9.96 •1.3% 6.1%to 2.4 0.7% 0.1%to 2.0% _ 2ee7 29.61.71 26.54 797.27 2805 2604 Landing/Turning Stare 5.01 8.06 1.3X 8,1%to 2.8% 0.7% e.1%to 2.0% _ 2003 28461.22 21,54 787.11 2804 01 Lad 0 ine/Turnine Srace 5.08 8.06 1.2X 8 1%to 2.8% .0% e.1%to 2.0% -70 7084 28+56.21 21.51 , 787.17 2803 2105 Ram Running 514171; _.____.._. _ 9.73 -0.73 -7.5% 8.5%to 8.3% 9.8% e.5%to 8.3% _,5_ 28461.22 11.81 786.38 7804 2686 Ram Riming Slope 9.73 -8.76 -7.2% 8.5%to 8.38 1.'% e.5%to 8.3% 7006 2845622 11.83 786.47 2805 2006 Ram Cross Sit,, 5.00 0.09 1.9% 8.1%to 2.8% e.:x e.1%to 2.0% 2987 2841.22 21.55 7138.36 2804 2807 Ram Runine Slooe _.._ ._ 14.99 1.19 7.9% B_S%tn.&3% 0.4% e.5%to 8.3% 7888 28i41 21 26.55 708.44 2801 2008 RaeD Running Slope 15,80 1.20 8.8X 8.5%to 8.3% 8.3% e.5%to 8.3% 28e8 2607 Ram Cross Sloce 5.60 -8.88 -1.6% 8.1%to 2.0% 8.4% e.1%to 2.0% r..l Q _ TV 6 to > .. VC <_4 - .,� i§ Y r CI os Y D O LTO N 855 WRIGHT BROTHERS BL 52 SUITE 2A DEW. JOS HO ISSUED FOP 0 BID 4/6/2020 CITY OF IOWA CITY, IOWA SHEET 0 25 50 CEDAR RAPIDS,IOWAA 52404 0 ,r- HOR2. -m.m.- Phone:(319)362-3219 Ki5 LOWER MUSCATINE AREA STORM IMPROVEMENTS & M E N K °�° 5.06 0 8`L SCALE FEET Email:CedarRapids@bohon-menk.com ALH vnvw.bolton-menk.com ADA RAMP COMPLIANCE o= xxxxxxxxxx 2109 /_2108 i -- - 2208 2207 jOr 2107 C - _- _ k X 2204 .~. 2203 2104 W 2206� 2103 OC to W t� CC zz05 2105 2201 2202 2101' ` 2106' %/1 0 210 0 2110 DEFOREST AVE Difference Does Designer need to Staking FOP INFORMATION ONLY: Distance. 6 Elevation Slope Legally Acceptable between Designed Acceptable obtain design Requ1Ped H6aSUrld VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Eeslgnatlon ea nge Slope and maximum Constructed Range on this Slope Initials Remarks - --- approval froe I.gaily Methsd•s Engineer? Quadrant? Point Station OT'set :Aeration FT FT X POS, Or Reg. Acceptable Range Pos. or Neg. ® X 2101 21e2 Larding/Turning Space ' S.ee ' •0.06 ' -1.2% ' 0.1%to 2.e% ' e.8% ' 8.1%to 2.0% ' '2101 31.42.30 ' -20.48 ' 705.10 2182 21e3 Larding/Turning Space - 5.80- 0.06 - 1.2% - 0.1%to 2.01 - e.8% ' 0.1%to 2.8X ' '2182 31+47.30 ' -20.46 ' 705.04 2103 r-_ 21e4 larding/Turning Space 5.00 ' 0.06 ' 1.3X ' 0.1%to 2.0% ' _F.7% ' 0.1%to 2.8X ' '2101 ' 31+47.32 ' -25.46 ' 705.10 2104 21e1 Larding/Turning Space 5.00 ' -0.06'9. -1.3% - 0.1%to 2.0%" e.7%_; 0.1%to 2.0 r ' _ _ '210a ' 31+42.32 -25.48 705.16 2102 21¢5 Raep Running Slope ' 7.19 -0.19 ' -2.5% ' 0.5%to 8.31 ' 5.8% 0.5%to 8.3% ' ' ' ' 2105 ' 31+54.49 ' -20.44 704.86 Ran:. _ 2183 21e6 Ra Running Slope 8,71 ' -0,15 ' -1.8% 0.5%to 8.3% ' 6.5% ' 0.5%to 8.3X ' '2106 ' 33+56.83 ' -25.43 ' 784.94 2105 21e6 Raep Cross Slope • 5.23 ; 0.0a - 1.7% ' 8.1%to 2.8% � 0.3% ' 8.1%to 2.8% 2187 31+46.15 ' -29.46 ; 785.37 2101 2170 Raep Running Slope 8.54 -0.65 -7.� ' 0.5%to 8.3% 8.5% 9.5%to 8.3% 2101 31+46.17 ' -34.96 705.73 2102 2111 RarpRunning Slope ' 7.09 ' -8.51 ' -7.2% ' O.5%to 8.3% ' _ 1.1% ' B.5%to 8.2% ' r 2109 31+42.54. -34.99 ' 705.78 2103 21C7 Rare Running Slope ' 4.17 ' 8.27 ' 6.5% ' 0.5%to 8.3% ' 7.8% r 0.5%to 8.34 ' 7 Zile 33112.27 11.03 704.43 2187 21e8 Ranp Running Slope ' 5.49 ' 0.36 ' 6.5% ' 0.5%to 8.3% ' 1.8X ' 0.5%to 8.3%' r rill ' 31+47.28 ' -13.37 ' 784.52 2104 21e9 Rarp Running Slope 9.52 ' 0.62 ' 6.5% ' 0.5%to 8.3% ' 1.8% ' 8.5%to 8.3X ' ' r 2183 act Rarp Running Slope ' 4.1? ' 0.2? ' 6.5% ' U.5%to 8.31 ' 3.8% ' 8.1%to 8.3% ' ' ' 2109 21e8 Rasp Cross Slope 3.63 ' •e.os r -1.5% : 0.1%to 2.0% r 0.5% ' 8.1%to 2.8% ' r r 2201 22e2 Larding/Turning Swce 5.80 8.86 1.2% 0.1%to 2.0% F.8% O.1%to 2.0% f 2281 31+89.18 • -21.52 ' 785.42 2282 22¢3 Lardi ' ' � ng/Turning Space 5.ee e.es 1.3% _ e_tx to 2.81 r e.7X 0.1%to 2.0X 2282 ' 31+94.10♦ -22.50 ' 705.48 7783 77PA IardlnpJiurniap Snore 5.88 ' -8.86 ' -1.3% 8 1X to 7.0% e.7% " n.1%in 7.PK _ _ "7701 ' 31.46..11 ' -76.58 * 71K.5S 2204 22e1 Larding/Turning Space ' 5.80 ' -0.05 ' -1.2% ' 0.1%to 2.0% ' e.0% ' 9.1%to 2.0% ' "2204 ' 31+89.11 ' -26.52 ' 705.48 2204 2266 Raep Running Slope ' 8.94 ' -0.45 ' -5.8% ' 6.5%to 8.3% ' 3.3%* 0.5%to 8.3% ' '22E6 ' 31+81.32 ' •21.54 ' 704.95 2211 2245 Ran,Running Slope 7.78 ' 0.47 ' 6.0X ' 0.5%to 8.3%. 2.3% ' 0.5%to 8.3X ' - '2206 ' 33u80.17 ' 26.55 705.64 2205 2286 Rasp Cross slope ' 5.13 ' 0.09 1.7% ' 0.1%to 2.01 ' 0.3% ' 0.1X to 2.0% ' *2207 ' 31+94.17 ' -33.04 ' 705.92 2203 2207 Rarp Running S100e ' 6.54 ' 8.37 S.7% 0.5%to 8.3% i.6% ' B.SX to 8.3% ' 4 r 2201 ' 31+90.20 ' -33.83 ' 705.82 2244 22e8 Lulu Ru,nir8 Slope ' 6.60 ' 6.14 ' 5.1%-. e.s% in 8.32 a 3.2X ' 8.5%Lu 8.3% r ' ' ' 2208 22e7 earp Cross Slope ' 3.97 ' 8.la - 2.4% ' e.1%to 2.0% ' •e,4% ' 0.1X to 3.4% ' S100e required t2 match existing conditioni r ' N ' _ hJ O C"L I 1r"an"" --4C) 0."-', , rn Fri ii ' )v La 1 % E.Fri BOLTON 855WIOGHTBROTHERSBLVDSW,SUITE1A rlOs 0 BID 4/6/2020 CITY OF IOWA CITY,IOWA SHEET 0 2�° CEDAR RAPIDS,IOWA 52404 °A"'" 1G5 LOWER MUSCATINE AREA STORM IMPROVEMENTS HOR2. - - . 0Phone:(319)362-3219 SCALE FEET & M E N K Email:CedarRapids@bohon-menk.com °�°ALH S'07 www.bolton-menk.com ADA RAMP COMPLIANCE O s CLAW xxxxxxxxxx 1 I DEFOREST AVE 1r s 2306 ,2305 1 1 I I I I I I r 230 _. , ,...A.p.,\A O2407 V 2424- 2308 2301 2302 2310 2408 2-C ' Dif=erence 5'aking FOR INFORMATION ONLY: Does Designer reed tp Lega11/ Acceptable between Designed Acceptable Relolred Measured VALUES E5E0 TO DETERMINE DESIGNED SIDPES Distance. A E-evasion Slope rhtatn Paint to Point Sidewalk oesigration Range Slope and Maximo Constructed Range on this Slope Initials Renark5 approvall Pro.from Legally Quadrant? Point statics Offset Ely/aim j Method's Engineer) tT FT % Pos. Of YYC. Acceptable RM6e EL,. of NCY. 1 / _._..... / / 2301 2302 Larding/Turning Space 5.00 0.96 ` -1.3% 1 0.1%to 2. / 1 0.7% 0.1%to 2.0% 2i01 31M ♦ /1.95 26.69 785.24 Larding/Turning 2303 LardinFJ7urni Space ' S.BB -0.06 -I.2% 0.1%to 2 0.8% ' 0.1%to 2.@%. r 2102 31446.95 26.78 r 705.1E 2303 2304 1.4rding/Turning Space r 5.00 ' e.06--' 1.2% ' !,1%tp 2. r 8.8% 0.1%to 2. 2303 31446.96 r 21.70 ' 705.12 2304 2301 Larding/Turning Space f 5.00 • 0.96 ' 1-Ii ' 0.1%to 2.0% 0.7% ' 0.1%to 2.e% r '2104 r 31441.96 ' 21.69 r 705.11 2384 _2306 Ram Rtanine Slope_ ---- 9 86 -0.784 -7.91 0.0 10_.1_3% ' EL-"-: 'BAK fn 3.3% Yes Yes_,, 2104 I. 31t46J7 ll '83 7B4_31` 05 2303 23 Raep Running Slope r 9.87 r -0.74 -7.5% ' 0.5%to 8.3% 0.8% 0.5%to 3.3% Yes r Yes '2386 / 31441.96 r 11.83 784.40 2306 2305 Rasp Cross Slope 5.01• -0.02 r -0.94 ' 0.1%to 2.0% r 1.5% C 0.1%to 2.0% ' ' '2)07 a 31+31.96 ' 21.66 ' 785.73 7 e e e 2304 2a0Running7 Rarp Running Slope 10.BO 0,s6 S.SX1 r 0.5%to 0.3X 2.lX O.SX to 9.3% 2309 1 31431.94 26.66 70s,41 2301 2308 Rasp Running Slope ' 10.01 ' 0.56 ' 5.6Y 1.5%to 8.3% ' 2.7%' 0.51 to 8.3% 2709 31+56.% 21.74 705.57 2308 2307 Raep Cross Slope ' 5.00• -0.97 ' -1.S% ' 0.1%to 2.Q% ' 0.5% ' 0.1%to 3.0% e r r 2310 31+56.94 ' 26.73 r 705.64 2303 2599 _ new Rands Slave ' 10.00 ' 41.41 ' 4.1%'' 8,5% to 0.1%Y 3., 0,18 Lu 43% r C ' r e r 2382 2310 Rasp Running Slope f 9.99 ' 0.46• 4.6%• 0.5%to 8.3%• 3.7% 0.5%to 1.3% r 1 ' ♦ ' 9 2309 2310 RaRp Cross Slope ' S.00 ' e.es ' 1.5% ' e.1%to 2.0% ' 0.5%' 0.1%to 2.0% ' ' r ' 1....3 O _ N Q >-..4 7:2 ...... C?"< :�C�Tl xN• i t mc )%"' N a) 3 0 g 5 OFvc MO sw[awx DATE BOLTON 855WRIGMTBROTHERSBLVDSW,SUITE 2A �O1G5 0 BID 4/6/2020 CITY OF IOWA CITY, IOWA seer iv. 0 25 50 CEDAR RAPIDS,IOWA 52404men b9 HORZ. ., '' '' Phone.(319)362-3219 1GS LOWER MUSCATINE AREA STORM IMPROVEMENTS 5.08 s� SCALE FEET & M E N K Email:CedarRa lton-notion-menk.com 4,402D qLH ADA RAMP COMPLIANCE a www.bolton-menk.wm E....o,NO g a v xxxxkxxkxx DEFOREST AVE In 2506 2504 -3:1--LL 2403 �� 2407 2404 r my. 1 * 2406Ali 2502 I• 2505 CR1 2408 2401 2402 2405 IQ .•07 H 2510 2409 2412 v ccta.,\A. H1/421111 2508 2509 11 2410 2411 ' ` Difference Staking ' FOi INFORMATION ONLY: Legal':y AcceptDesigned Acceptable able betweer Desi d ,Ooes Clzigndr need to Required Measured Oni Distance* 6 Elevation Slope obtain design Req VALUES USED TO DETERMIIE DESIGNED SLOPES Point to Point Sidewalk Desi gnation Range Slope a+d Maximum Constructed Range on this Slope Initials Renarks E e;all approval*roe FTFT % Pos. or Neg. a=ceptable Range PoS- or Net. Method's Engineer? ��'L? X taint Station Offset Elevation 2401 2402 Landing/Turning Space S.BD -8.96 -1.2% 13.1X:o 2.4r 9.6% 0.1%to 2.0X_ _2481 _ 32,48.27 26.04 705.02 2402 2403 Landing/Turnino Soate 5.00 -0.06 -1.3% 0.1% :0 2.9% 0.7% 0.1%to 2.0% 3402 32+53.27 26.05 704.96 2403 2401 Landing/Turning Space 5.00 9.06 1.3%_ 9.3%:O 2.8% 0.70 8.1%to 2.0% _ 2403 32+53.29 21.05 784.89 2404 2401 Landi+Rp(Turnino Space S.00 0.061,2% 9,1%:0 2.4% 9.9% •.1%to 2.9% , 2494 32+49.20 21.04 704.96 2403 2486 Rang Running Slope 4.47 -0.12 -2.6 8.5%:0 8.3% 5.7X 0.5%to 8.3% 2405 32+59.97 26.07 704.88 2402 7405 _Ramp Running Slope 5.10 -LOB -1.3% 0.5%:o 8.3% 7.48 0.5%to 8.3% 2406 32+57.76 21.07 786.78 2406 2405 Now C.s,ss Slue 5.17 0.11 2.6% 0.3% .0 2.0 9.09 8.1%Lu 2 8% 2487 32+38.29, 21.4E 705.46 2404 2407 Rabe Running Slope 10.01 8.58 5.0% 0.5%:o 8.3% 3.3X 0.5%to 8.3% 2448 32+38.27 26.40 705.53 2401 2408 Raep Running Slope 10.01 e.si 5.1% 8.5%:0 8.3% 3.2% 0.5%to 8.3% 2409 32+50.27 31.42 705.11 2404 2407 Ramp Cross Slope 5.83 -0.07 -1.4% 8.1%ro 2.9% 9.6% 8.1%to 2.8% 2410 32+50.32 39.33 705.20 2401 I409 Sidewalk Running Slat _ 5.74 0.10 1.7% 0.5%:0 5.0% 3,3% 9.5%to 5 0% 2411 32+54.19 39.34 705.26 2409 2410 Sidewalk Running Slane 7.51 __---0,89 _ 1.1% 0-5%:0 5.9% 3.9% 0.5%to 5.0% _ 2412 32+54.25 31.51, 705,81 2402 2412 Sidewalk Running Slope 5.54 0.05 0.9% 8.5%:0 5.8% 4.1% 0.5%to 5.0% 2412 2411 Sidewalk Running Slope 7.E3 8.25 3.2% 9.5%:0 5.0% . 1.014 9.5%to 5.0% 2410 2411 Sideolk Cross Slope 3.97 9.06 1.SX 9.S%_o 2.84 9.5% 0.5%to 2.9% 2501 2502 Landing/Turning Space 5.09 0.06 1.3% 0.2%10 2.11% 9.7% 0.1%to 2.8% 2501 32+89.34 24.28 794.57 2382 2S01 Lweeii JTunrinn Spec. 5.48 -8.86 -1.3% 0.1% -u 2.84 4.7% 8.3%Lu 2.6% 2502 52+94.34 24.22 704.63 2583 2504 Landing/Turning 5oece 5.00 -0.06 -1.2% 0.1%:0 2.00_ 4.8% 8.1%to 2.0X 2593 32+94.36 19.22 704.57 2504 2501 Landing/Turning Span 5.40 _ 0.06 I.2% 8-I%:0 2.9X 4.8% 9.1%to 2.0X 2594 32+89.36 19.20 1N04.51 2501 2505 Rap Running Shoe 5.5. -0.89 -1.SX 0 S%:o$.3%_ -- 5.81, 8.5%to E.3X 2595 32+83.39 24.I0 .48 2504 2586 Rap Running Slope 3.94 -0.13 -3.4% 0.5%:9 8.3% 4.9% 8.5%to 8.3X _ 2596 32+85.42 --19.19 37 2505 2586 Kano Cross Slane 5.39 -0.1 _ -LOX 0 1%-o 2.1% 9 Eli 0 12 to 1.01 2507 32_r88 11 n..J27.82 76 2501 2587 Rap Running Slope 3.00 0.19 6.3% 0.5%:0 8.3% 2.8% 8.5%to 8.3% 2588 32+88.18 4„'''3 1 9 .28 2580 2507 Rap Running Slope 8.67 -0.52 -5.A% 0.5%:0 8.3% 2.4% 0. tO 8.3% _ _ 2509 32+91.79 :y 3i„6g .30 i. 254. 2519 Ramp Running Slope_ _ S.01 0.37_ 6.2% 0.5%o 6.3% 2.1%_ .SX to t 3%- 251E 32+91.41 r...'20.e .n4J5.99 � 2510 2509 Rap Running Slope 6.34 0.38 4.7% 8.5%:0 8.3X 3.6% 8.5%to 8.3% 2589 7509 Rap Cross Slope 3.61 0.02 9.4% 0.1X:0 2.6 1.6% 0.1%to 2.0X - C I °"+"". GI _"i n "rn = rn 2 k ° 3 �' tV 03 c IH :gym 8 H2 Rp. IMED MR DATE SHEET s m0 B O LTO N 855 WRIGHTA BROTHERS BLVD SW,SUITE 2A otaDrD 1GS 0 BID 4/6/2020 CITY OF IOWA CITY, IOWA CEDAR RAPIDS,IOWA 52404DRAWN .; HORZ. -.-=-0 Phone:(319)362-3219OMOM >GS LOWERMUSCATINEAREASTORMIMPROVEMENTS €b SCALE FEET & M E N K Email:Ce aarrRaphs@bolto-menk.com D ALH S.O9 1= ADA RAMP COMPLIANCE a i xxxzzz000( 260E 26070 -x x x X X k 2609 2604 2603 2606 Ali 2610 (ill IllgV I• W W Fes► - �' 2612 W 2611 et c0 C U H 34.00 DEFOREST AVE 2710 9__) -1404,4„ 2709 1 2701 270: 2705 , 270E f^J C.:9 1 270 Q 7 .4 ...0I 2703 2704 2707 Jam`'....4 70 r=. I C)• -'t C7 1 --C r- i 1 ti Difference Staking --- • -- _ FDR BDFORMYi u'�• `z Legally Acceptable between Designed 'Does Designer n¢ed to reel °} eg y ep $ Acceptable Relulred Measured VALUES USED TD DETEN4 .. skj5 Point to Pcint Sidewalk De iarl 3istance' o Elevation Slope Range and obtain design ..`,„�' ' 57[rlet gConstructed Lange aporaval from or this Slope Initials eeeerkS Legal:y Me-hod's Engineer? Qu`rd�nt? Point 'Station a-'iSFfSet (salvation FT FT X POS. or Neg. Acceptable Range P05. or Nee. t X M 26a1 2692 Landinc/Turnioo Soot. 5.00 -9.06 -1.2X 0.1%to 2,0% 0.95 _ e.1%to 2.0% 2681 34.11.72 71.5E 782.97 2632 2693 Landlne/Turniig Space 5.88 8.06 1.2X 0.1%to 1.8% 0.8% _ 8.1%to 2.8% __..._... 2602 34+16.72 -21.48 792.91 7603 2694 Iandire/Turnine Space 5 00 9 06 1.3% 0.1%to 1.8 43.21 0.1X to 2.0% 7603 34+16.74 -26.48 702.97 [644 1691 Landing/turning Sp0CC 5.09 -9.96 -1.3% 0.1%tO a.0% H./% 0.1%to[.0%- 4604 34+11./4 -Zb.39 '93.e: 26.32 2695 Rae Rumine Slope 7.82 -0.45 -6.4% 8 5%to 8.3% 1.9% , 0.SX to 8 1XL._ __ 2605 r.._,.�_ 34t13.74 -21.46 782.46 2603 2696 Rare Rumine Slope 8.11 -0.61 -7.5% 8.5%to 8.311 0.8% 0.5%to 8.3% 2606 34+14.85 -26.46 702.36 26as 2696 Raro Cross Sloop 5.12 _ -0.10 -1.9% 8.1%to 2.0% 8.1% 8.1%to 2.0%, - 2607 34+15.80 -30.49 703.11 2631 2611 Rare Running Slope 9.18 -9.19 -2.1% 0.5%to 8.3% , 6.2% 8.5%to 8.3% _ re 268E 34rll.78, -38,50 783.1E 2606 7612 Rare Rurnlne ;loot. 14.15 0.37 2.5%_ 8.5%to 8.4% 5.8% 0.5% to 6.3% - - 2609 3?K6.74 -26.58 704.16 2611 2612 Ra Cross Slope 5.16 _ -8.05 -0.9% 0.1%to 2.8%_ 1.1% 0.1X to 2.0% _ 2610 33+=6.72 -21.50 784.0E 26a3 2697 , Sidewalk Runnine Slope _ 4.11_ 0.15_ 3.7% 0.5%to 5.8%_ 1.3% , 0.SX to 5.0%, _ _ ,2611 _ 34+11.69 -17.48, 787.7E 2624 2698 Sidewalk Running Slope 4.08 0.15 3.6X 0.5%to 5.0% 1.4% 0.56 to 5.0% _ 2612 34+16.69 -13.69 702.7-s 269E 2692. Sidewalk Cross Sloe 4_82 -9.06 1_0_ 0.5%to 1.0% 0.6% 85%to 2,.8% 2634 2689 Rao Running Sloop 15.00_ 1.13 7 5% 0.5%to 6.1% 0.8% 8,5%to 8.3% 2691 261E Ram Rumine Sloop 15.80_ 1.12 7.4% 8.5%to 8.3% , 0.9% 0,5%to 8.3%, 2618 2609 Rae Cross Slav 5.00 0.08 _1.5%, 8.1%to 1.0% , 0,5% _ 0.1%to 2.0X , E 2731 2702 Landing/Turning Spate 5.00 0.06 1.3% 0.1%to 2.8% 8.7% 0.1%to 2.0%, 2701 3449.97 18.11 703.36 27112 2783 Landine/iurnile Space 3.32 9.04 1,3%, 0.1%to 1.81; 0.7% 0.1%to 2.0% 2792 34+49.90 23.11 703,41 2703 2704 Landing/Turning Space 5.00 -0.05 -1.0% 0.1%to 2.814 , 1.05 8.1%tO 2.0% 2703 34+99.92 26.44 783.46 2724 2716 Ladim/Turnile Space 5.88 -8.06 -1.2% 0.1%to 2.0 0.8% 8.1%to 2.0% 2704 34+14.92 26.48 783.41 7731 2718 Rao Running tinny 5.07 -0 70 -3 4X 0_5%to 8.1% 4 9% , 0 5%to 8.1%, 2795 34+14.92 71.48 703.9' 2786 2789 Ram Running Sloop 4.81 -9.25 -6.2% 0.5%to€.3% 2.1% 0.5%tO 8.3% _ 2706 34+14.92 18.16 703.31 m 2739 2718 Ra Cross Slope 5.35 0.10 1.9% 8.1%to 2.9% 0.1% 0.1%to 2.0% 2787 34+24.15 26.55 783.86 $0 2784 279E RomRortilne iluue 7,43 -0.}A -5.7% a-5%to 8.3% 3.1% 0.5% to 0,3% 7708 14+22,35_ 21.54 792.96 r52 2794 2797 Rae Running slope 9.23 -8.41 , •4.5% 8.5%to 8.3% 3.8% , 0.5%tO 8.3% 2799 - 34+14.92 14.15 703.86 2728 2787 Rao Cross Slope 5.33 8.03 �,6X 0.1%ia_is( 1.4% , 9.1X to 2.0% _ Z710 _ 34+8292 12.24 703.E 2795 2706 Laedlrle/Turnine Space 3.32 -0.04 -1.3% 0.1%to 2.0X 0.7% 0.1%to 2.02 m 27a6 12781 Landirle/Turnirle Space 5.88 COS 1.8% 8.1%to 2.0% 1.8% 0.1%to 2.0% o "a WOW. - wrz D SHEET JOS.�"' �O��ON 855 WRIGHT BROTHERS BLVD SW,SUITEue01G5 0 BID 4/6/2020 CITY OF IOWA CITY, IOWA 0 _ _ 25=0 CEDAR RAPIDS,IOWA 5 2 404 °"""'"ED 1Gs LOWER MUSCAT NE AREA STORM IMPROVEMENTS HOR2. - Phone:(319)362-3219 onm Y`o L SCALE FEET Email:CedarRapids�bolton-menk.com ALH $.1� Z_ 0 & M E N K wvnw.boR9n-menk.com ADA RAMP COMPLIANCE W H I = I I y Q L _ __ .__ __ 1r 11111 I 3000 3001 3100 3102 3104 ,�3004 0,11 - T 3101-----. 3105 3002 3003 3005 I 3103 D H II 3106 3006 3007 I 3107 GINTER AVENUE GINTER AVE a a 1 ' Difference Does Designer need a Staking FOR INFgiMATION ONLY: •Distance" 0 Elevation Si Legally Acceptable between Designed Acceptable Required Measured VALLES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Slope Range Slopeand Maximum to obtain design g Constructed Range approval from on this Slope Initials Remarks Point Station Offset Elevation Legaly Method's Engineer? Quadrant? FT FT % Pos. or Neg. Acceptable Range Pos. or Neg. . % 3007 3082 Ray Running Sloes _ 8.78 0.10 1.1% 0.5%to 8.3% _ 7.2% 0.5%to 8.3% 3000 200+92.49 -26.11 69 .31 3006 3003 Ramp Running Slope 7.65 0.11 1.4% 0.5%to 8.3% 6.9% 8.5%to 8.3% 3001 200+97.49 -26.08 695.25 3007 3006 Ray Cross Slope 5.18 -0.07 -1.4% 0.1%to 2.0% 0.6% 0.1%to 2.8% _ 3002 200+92.46 -21.11 695.25 3002 3003 Landing/Turning Space 5.00 -0.06 -1.3% 0.1%to 2.0% 0.7% 0.1%to 2.0% _ 3003 200+97.46 -21.08 695.19 3002 3000 Larding/Turning Space 5.80 0.06 1.1% 0.1%to 2.0% 0.9% 0.1%to 2.0% 1 3004 201+06.81 -26.18 694.58 3000 3001 Larding/Turning Space 5.00 -0.06 -1.1% 0.1%to 2.0% 0.9% 0.1%to 2.0% I 3005 201+05.35 -21.17 694.65 _3001 3003 Landing/Turning Space 5.80 -0.06 -1.2% 0.1%to 2.0% 0.8% 0.1%to 2.0% 3006 200+97.04 -13.44 695.08 3001 3884 Ramp Running Slope 9.32 -0.67 -7.2% 0.5%to 8.3% 1.1% 0.5X to 8.3X 3007 _ 200+91.98 -12.35 695.16 3003 3805 Ramp Running Slope 7.89 -0.54 -6.9% e.5%to 8.3% 1.4% 8.5%to 8.3% 3100 201+30.41 -26.45 694.40 3004 3885 Ramp Cross Slope 5.22 0.07 1.3% 0.1%to 2.0% 0.7% 8.1%to 2.0% 3101 201+31.74 -21.46 694.34 3102 201+39.35 -26.55 694.91 3103 201+39.31 -21.55 694.85 3104 201+44.34 -26.52 694.98 3105 201+44.31 -21.52 694.91 3106 281+39.25 -13.81 694.51 3107 201+44.24 -12.38 694.59 - 3180 3182 Ramp Running Slope - 8.94 8.51 5.7% 0.5%to 8.3% 2.6% 0.5%to 8.3% 3101 3103 Ramp Running Slope 7.57 8.51 _ 6.7% 0.5%to 8.3% 1.6% 0.5%to 8.3% 3106 3183 Ramp Running Slope 7.74 0.34 4.4% 8.5%to 8.3% 3.9% 0.5%to 8.3% 3107 3105 Ramp Running Slope 9.14 0.32 3.5%- 0.5%to 8.3% 4.8% 8.5%to 8.3% . 1-9 3100 3101 Ray Cross Slope 5.16 -0.06 -1.2% 8.1%to 2.0% 8.8X 0.1%to 2.0% r.-.., 3106 3107 Ramp Cross Slope 5.19 0.08 1.5% 0.1%to 2.0% 0.5% 8.1%to 2.0% _ _ I..,,.9 3183 3105 Landing/Turning Space 5.00 8.06 1.2% 0.1%to 2.0% GAM 8.1%tO 2.0% l 3105 3104 Landing/Turning Space 5.00 8.06 1.3% 8.1%to 2.0% 0.7% 8.1%to 2.0% j^+4 3104 3102 Landing/Turning Space 4.99 -8.06 -1.3% 0.1%to 2.0% - 0.7% 8.1%to 2.0% 4 --a - .. 3102 3183 Landing/Turning Space 5.00 -0.06 -1.2% 8.1%to 2.8% 0.8% 8.1%to 2.0% :7-tj 1 o �r P* N cc p rm Z am sg m BO LION 855 WRIGHT BLA 524SUITE 2A � a 1GS 0 BID 4/6/22020 CITY OF IOWA CITY, IOWA SHEET CEDAR RAPIDS,IOWA 52404 a, HORZ. -m.-�.�D Phone:(319)362-3219 om®1G5 LOWER MUSCATINE AREA STORM IMPROVEMENTS & MENK 5.11 €a SCALE FEET Email:CeedNar rrR�lto�melnk comenk.com ALH �= 0 ADA RAMP COMPLIANCE Gin - XXXXXXXXXX 3307 3202 GINTER AVENUE 3308 I 3201 , o r 1 ,• / I 1 3306 I 3302 3207 3203 3204 I mi 3303 r u„, .. . WW ,.. ,3305 �1 3301 3208 3206 3205 3304 1n I f f _ f Difference 1 Does Designer need• Sta" FOR IFF0184lTIDM DNIV 3i starre• 1 Fl ovation Sinpe Lega_ly Acceptalle between Designed Acceptable to obtain tlesien Required 11Nsur'ed VALUES USED TO DETERMINE DESK ED SLOPES POSrt to Point 51d3waik Designation Range Slope and maxim., Constructed Range apxwal from on this Slope Initials R4MarI5 t egalll Method's Etglneer? Quadrant] Point Station Offset Elevation FT FT X Pos. or Neg. Acceptable lange Pos. or Neg. Li., % 3202 3204 Famp Running Slope 9.80 8.66 6.8% 8.5%to 8.3% 1.5% 8.5%to 8.3% 3281 181+39.84 12.46 694.69 3201 3203 camp Running Slope 8.86 0.54 6.1X 0.5%to 8.3% 2.26 0.5%to 8.3% 3202 101+44.85 11.55 694.63 3207 3203 Farp Running Slope 9.20 0.21 2.2% 0.5%to 8.3% 6.1% 0.5%to 8.3% 3283 881+38.96 21.32 695.23 3208 3206 Fang Running Slope 18.30 0.21 2.8% 0.5%to 8.1% 6.31 0.53 to 8.3% 3284 181+43.9b 21.35 695.29 3202 3201 Fanlp Cross Slope 5.09 8.06 1.3% 0.1%to 2.0% 8.7% 0.1%to 2.0% 3205 201+43.93 26.35 695.36 3207 3208 Fame Cross Slope 5.13 8.06 1.2% 0.1%to 2.8X e.alb 0.1%to 2.0% 3206 Z01+38.93 26.32 695.29 3203 3204 Landing/Turning space 5.00 0.06 1_2t 0.1%to 2.0% 8.IS 0.13 to :-8% 3207 701+29.76 21.34 695.03 3204 3205 Landirg/Turning Space 5.88 0.86 1.3% 0.1%to 2.0% 0.7% 0.1%to 2.0% 3288 201+28.63 26.34 695.08 3205 3206 Lancing/Turning Space 5.00 -0.86 -1.3X 0.1X to 2.0% 0.7% 0.1%to 2.0% 3301 201+84.94 25.39 695.51 3206 3203__- lakllo /Tu.oing Space 5.00 -0.06 -1.2% i 0.1%to 2.BK a.EG 0.1%to Z.0% 3382 2e1+03.80 21.40 695.58 I 3383 Z80495.14 21.42 696.12 3305 208t90.11 26.38 696.24 _. 3306 280+94.14 21.38 696.18 - -' 3307 200+98.68 11.49 695.86 3748 700+95.61 17.76 696_76 I 33434 288495.11 25.4. 696.18 CV 3303 Affa ,_. _ Fames rLmSng 53ope_. S.83 O.W 6.01E ie.%to 8.1% 1.08 O.=to 8.3% r1 3302 3303 Ea�1 1Wmirtg Slope 8.74 0.53 6.1% 8.5%to 8.3% 2.2% 8.52 to 8.3% -, 3388 3303 Fanp Running Slope 8.66 0.33 3.8% 0.5%to 8.3% 4.52"' 0.5%to 8.3% -.i,7 3307 f3D sunning -1:1 b ramp Slope 5.90 0.31 3.1% B.0.5X to 0.3% S.1% - 0.5%to sX 3 :' 3307 3308 Fanp Cross Slope 5.09 -0.07 -1.4% 8.1%to 2.0% La 8.1%to 2.0% �~•'�'� � 4.1011414,1 . 3382 3301 Famp Cross Slope 5.11 -8.07 -1.4% 8.1X to 2.0% i411 0.1%to i_0% C)•< I r-- 3303 3304 Landing/Turning Space - -_- 5.80 8.06 1.2% 0.1%to 2.8% o- 0.1t to 2.0% 3384 3305 landlrg/Turning Space 5.00 8.66 1.3% 0.1%to 2.0% 0.7% 0.1%to 2.0% 1 _- C-) d1 : 3305 3306 I aMtngITne*ing Spare 5-00 -8.86 -1 3% 0.1X to 2 0% 8.2% 0 1%to Z 0% /P'- 3386 3303 landirg/Turning Space 5.80 -9.06 -1.2% 0.1%to 2.8% 0.* 9.1%to i.0% 1 - _ - t - . -�. 1 ) F. °- h) 35 1,3 oii as =5 SIGNED NO _ "_ BOLTON BSS WRIGHT BROTHERS BLVD SW,SUITE 2A 0fAWN 1G5 0 BID 4/6/2020 CITY OF IOWA CITY, IOWA SHEET ED GOP MR f" - _� CEDAR RAPIDS,IOWA 52404 °"'"" MS LOWER MUSCATINE AREA STORM IMPROVEMENTS HORZ. Phone:319 362-3219 S.12 `a SCALE FEET & M E N K Email:Cedarwww.Rbolton-apids@menk.com bohon-menk.com °�eALHN,.mo. ADA RAMP COMPLIANCE a 0 o XXXXXXXXXX 720 - - - -720 724 __ ___. _ _ _ .... --- _ 126+501 - 1724 718 __....I. 718 124+55.551 728 - 728 722 I722 716 716 I23+501 726 726 720 m °1 720 714 l .. 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