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HomeMy WebLinkAboutSCOTT BLVD TRUNK SANITARY SEWER EXTENSION PROJECT SCOTT BLVD TRUNK SANITARY SEWER EXTENSION PROJECT SCOTT BLVD TRUNK SANITARY SEWER EXTENSION PROJECT 15-Dec-2020 Plans, Specs, proposal and contract, estimate of cost 15-Dec-2020 Res 20-280, setting a public hearing 23-Jan-2021 Notice of public hearing 5-Jan-2021 Res 21-5, approving project manual and estimate of cost 7-Jan-2021 Notice to bidders 02-Feb-2021 Res 21-19, awarding contract (Dave Schmidt Construction Inc.) 16-Dec-2022 Engineer's Report 10-Jan-2023 Res 23-08, accepting the work 18-Jan-2023 Performance, Payment, and Maintenance Bond r:r7c 15 F I: 02 TY C:i1C C1-1 111" k mom CAISIMII4V4VOLL ak AVM ag glialT .11.1116111141161ft... . CITY OF IOWA CITY UNESCO CITY OF LITERATURE PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION PROJECT MANUAL FOR THE SCOTT BOULEVARD TRUNK SANITARY SEWER EXTENSION PROJECT IOWA CITY, IOWA DECEMBER 10, 2020 0005 CERTIFICATIONS PAGE 7 r.: 15 PH 1: 02 I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer N`i1/4o EsSiot' under the laws of the State of Iowa. �����``�� ESSIO���'���yyf p .`�(4 cry• 46ZA/hteAt,,,g. 9 i/✓• 12/10/2020 Lz KARMEN K. -a Karmen K. Heim Date HEIM m r. } 17381 License Number: 17381 My license renewal date is December 31, 20 20 r�,r1,��l/O'W A����`��N��r�'` Pages or sheets covered by this seal: Entire Bound Document Scott Boulevard Trunk Sanitary Sewer Extension Project 0005— Page 1 of 1 1 t "" 0010 TABLE OF CONTENTS 1 5y j; G2 PROJECT MANUAL I, CLEEK 0005 CERTIFICATIONS PAGE C TY, IOW"i 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 SECTION 33 31 19-13 HDPE LINER FOR REINFORCED CONCRETE PIPE AND MANHOLES Scott Boulevard Trunk Sanitary Sewer Extension Project 0010 — Page 1 of 1 0100 NOTICE TO BIDDERS -rn , SCOTT BOULEVARD TRUNK SANITARY SEWER EXTENSION b 2OJE+Cf 2 Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 26th day of January 2021. If City Hall 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 East Washington Street, Iowa City, Iowa, and upon arrival telephone the City Clerk at (319) 356-5043. 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. If City Hall is closed to the public due to the health and safety concerns from COVID-19, the bid opening will be an electronic meeting using the Zoom Meetings. Information for this meeting will be distributed by the City Engineering Division to prospective bidders on the Project Plan Holders List. For information on how to participate in the electronic meeting, please contact the City Engineering Division at (319) 356- 5140. 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 2nd day of February, 2021, or at special meeting called for that purpose. If City Hall is closed to the public due to the health and safety concerns from COVID-19, the council meeting will be an electronic meeting using the Zoom Meetings. For information on how to participate in the electronic meeting, see www.icgov.org/councildocs or telephone the City Clerk at (319) 356-5043. The Project will generally involve the following: Installation of approximately 5,200 feet of 24-inch and 30-inch sanitary trunk sewer and manholes along North Branch of Snyder Creek south of American Legion Road, and east of Scott Boulevard, in Iowa City, Iowa. Construction also involves one wetland crossing, one creek crossing, erosion protection, and surface restoration including seeding. Base bid sewer pipe and manholes is unlined RCP. Alternative bid sewer pipe and manholes is HDPE lined RCP. All work is to be done in strict compliance with the Project Manual prepared by Stanley Consultants, Inc., of Muscatine, Iowa, which has heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk. If City Hall is closed to the public due to the health and safety concerns from COVID-19, copies are available by telephoning the City Clerk at (319) 356-5043 or emailing kellie-fruehlinq(a iowa-city.orq. 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 (including all added alternates). 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 Scott Boulevard Trunk Sanitary Sewer Extension Project 0100 — Page 1 of 3 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. 1. 02 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 5 years from and after its completion and formal acceptance by the City Council. The following limitations shall apply to this Project: Specified Late Start Date:05-01-2021 Substantial Completion: 08-31-2021 Final Completion: 09-30-2021 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 52240, Phone: (319) 354-5950, Fax: (319) 354-8973, Toll-Free: (800) 779-0093. If City Hall is closed to the public due to the health and safety concerns from COVID-19, copies are available by telephoning the City Clerk at (319) 356-5043 or emailing kellie-fruehling@iowa-city.org. A $30 fee is required for each set of plans and Project Manual provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to Technigraphics, by bona fide bidders. The fee is refundable if documents are 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. Scott Boulevard Trunk Sanitary Sewer Extension Project 0100 — Page 2 of 3 Posted upon order of the City Council of Iowa City, Iowa. KELLIE FRUEHLING, CITY CLERK 21,r20 DEC 15 Fri 1: 03 C TY CLter;;°,Er=, 0 4. ClTY. 1O A Scott Boulevard Trunk Sanitary Sewer Extension Project 0100 — Page 3 of 3 0110 NOTICE OF PUBLIC HEARING - • NOTICE OF PUBLIC HEARING ON PROJECT MANUAL AND ESTIMATED COST FOR THE SCOTT BOULEVARD TRUNK SANITARY SEWER EXTENSION PROJECT IN THE CITY OF IOWA CITY, IOWA TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO OTHER INTERESTED PERSONS: Public notice is hereby given that the City Council of the City of Iowa City, Iowa, will conduct a public hearing on the Project Manual, including the plans, specifications, contract, and estimated cost for the construction of the Scott Boulevard Trunk Sanitary Sewer Extension Project in said city at 7 p.m. on the 5th day of January, 2021, 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. If City Hall is closed to the public due to the health and safety concerns from COVID-19,the council meeting will be an electronic meeting using Zoom Meetings. For information on how to participate in the electronic meeting, see www.icgov.org/councildocs or telephone the City Clerk at (319) 356-5043. This project generally includes installation of approximately 5,200 feet of 24-inch and 30-inch sanitary trunk sewer and manholes along North Branch of Snyder Creek south of American Legion Road, and east of Scott Boulevard in Iowa City, Iowa. Construction also involves one wetland crossing, one creek crossing, erosion protection, and surface restoration including seeding._Base bid sewer pipe and manholes is unlined RCP. Alternative bid sewer pipe and manholes is HDPE lined RCP. 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. If City Hall is closed to the public due to the health and safety concerns from COVID-19, copies are available by telephoning the City Clerk at (319) 356-5043 or emailing kellie-fruehling@iowa-city.org. Any interested persons may appear at said meeting of the City Council for the purpose of making objections to and comments concerning said Project Manual or the cost of making said improvement. Scott Boulevard Trunk Sanitary Sewer Extension Project 0110— Page 1 of 2 This notice is given by order of the City Council of �t the City of Iowa City, Iowa and as provided by law. 2020 CEC I 03 Kellie K. Fruehling, City Clerk )) t CLER;': CITY. 10 Y.`.' Scott Boulevard Trunk Sanitary Sewer Extension Project 0110 — Page 2 of 2 . , 0200 INSTRUCTIONS TO BIDDERS 2{211P!C J 5 ;;: J: rn3 SCOTT BOULEVARD TRUNK SANITARY SEWER EXTENSION PROJECT .:.; t 1. Optional Pre-Bid Meeting: = „• 1 C I T t fi P,-, a. Time, Date, and Location: Date and Time: none Location: none 2. Bid Submittals: a. Time, Date and Location: Date and Time: 01-26-2021 at 3:00 pm 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. d. If City Hall is closed to the public due to the health and safety concerns from COVID-19,the bid opening will be an electronic meeting using the Zoom Meetings. Information for this meeting will be distributed by the City Engineering Division to prospective bidders on the Project Plan Holders List. For information on how to participate in the electronic meeting, please contact the City Engineering Division at (319) 356-5140. 3. 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), found at the following website: https://www.Iegis.iowa.gov/docs/iac/chapter/08-15-2018.875.156.pdf, for assistance in completing the form. 4. 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, for a complete description of the bid security requirements. 5. Progress and Schedule: a. Contract Times: Specified Late Start Date: 05-01-2021 Substantial Completion Date: 08-31-2021 Final Completion Date: 09-30-2021 Liquidated Damages: $500 per day Scott Boulevard Trunk Sanitary Sewer Extension Project 0200 — Page 1 of 2 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 poured concrete. ii. Notify the Engineer four days in advance of street closings''sb;that a press release can be issued. No street may be closed without the Engineer's approval and said notification. t, � ( [i .., CI T Y. IL , :, 6. 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. c. See Section 1070, Part 3, as may be supplemented, for a complete description of the bonding requirements. 7. Insurance Requirements: a. The City of Iowa City and Stanley Consultants, Inc. are 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. 8. Taxes: a. Sales Tax Exemption Certificates will be issued according to Section 1020 1.08 of the Supplemental Specifications. 9. Contract Compliance: a. For all contracts of $25,000 or more, the successful bidder shall abide by the requirements of the City's Contract Compliance Program, as described in the Section 0520. 10. Wage Theft Policy: a. For all contracts of $25,000 or more, the successful bidder shall abide by the requirements of the City's Wage Theft Policy, as described in Section 0520. 11. 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. Scott Boulevard Trunk Sanitary Sewer Extension Project 0200 — Page 2 of 2 0400 PROPOSAL SCOTT BOULEVARD TRUNK SANITARY SEWER EXTENSION 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 , , selected Alternates, 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, and without collusion or connection with any other person or persons bidding on the work. The undersigned bidder states that this proposal is made in conformity with the Contract 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. Scott Boulevard Trunk Sanitary Sewer Extension Project 0400 — Page 1 of 5 SCOTT BOULEVARD TRUNK SANITARY SEWER EXTENSION BASE BID ITEMS AND QUANTITIES BID ESTIMATED UNIT EXTENDED ITEM DESCRIPTION UNITS QUANTITY PRICE AMOUNT 1 TREE PROTECTION EA 3 2 TREE REMOVAL EA 48 3 TRENCH FOUNDATION TON 90 4 WETLAND RESTORATION LS 1 5 CREEK CROSSING / STREAM CROSSING - EA 4 OPEN CUT (MSA.02,.07;.11) 6 TRENCH DEWATERING LS 1 7 TEMPORARY CREEK CROSSING LS 1 8 SANITARY SEWER GRAVITY MAIN, LF 395 TRENCHED, TRUSS TYPE PVC, 8" 9 SANITARY SEWER GRAVITY MAIN, LF 3946 TRENCHED, UNLINED RCP, 24" 10 SANITARY SEWER GRAVITY MAIN, LF 1174 TRENCHED, UNLINED RCP, 30" 11 SANITARY SEWER GRAVITY MAIN, DIP, LF 60 TRENCHED 24" 12 REMOVE AND REPLACE STORM SEWER LF 50 PIPE, 12", CLASS III RCP 13 SANITARY MANHOLE, UNLINED EA 18 5' DIAMETER 14 PROTECT EXISTING STORM MANHOLE, EA 1 5' DIAMETER 15 SANITARY INTERNAL DROP CONNECTION EA 1 16 REMOVAL OF EXISTING MANHOLES EA 2 17 REMOVE AND REPLACE INLET EA 1 18 TRAFFIC CONTROL LS 1 19 PERMANENT HYDRAULIC SEEDING, ACRE 0.9 FERTILIZING, MULCHING (TYPE 1) 20 PERMANENT HYDRAULIC SEEDING, ACRE 0.7 FERTILIZING, MULCHING (TYPE 2) 21 TEMPORARY EROSION CONTROL ACRE 1.6 HYDRAULIC SEEDING, FERTILIZING, MULCHING (TYPE 5) 22 SWPPP MANAGEMENT LS 1 23 SILT FENCE OR SILT FENCE DITCH LF 12000 CHECK 24 SILT FENCE OR SILT FENCE DITCH LF 12000 CHECK REMOVAL 25 STABLIZED CONSTRUCTION ENTRANCE CY 75 26 WOOD EXCELSIOR MAT SY 230 27 EROSION STONE (CREEK CROSSING CY 50 LAYER) 28 REMOVAL AND REPLACEMENT OF LF 540 EXISTING PERMANENT CHAIN LINK FENCE Scott Boulevard Trunk Sanitary Sewer Extension Project 0400 — Page 2 of 5 SCOTT BOULEVARD SANITARY TRUNK SEWER EXTENSION BASE BID ITEMS AND QUANTITIES-CONTINUED BID ESTIMATED , UNIT EXTENDED ITEM DESCRIPTION UNITS QUANTITY ' PRICE AMOUNT 29 REMOVAL AND REPLACEMENT OF LF 105 EXISTING FENCING - PERMANENT FIELD - FENCE 30 TEMPORARY FENCE, CHAIN LINK LF 600 31 CONSTRUCTION SURVEY LS 1 32 MOBILIZATION LS 1 BASE BID TOTAL EXTENDED AMOUNT= ALTERNATE#1 SANITARY SEWER GRAVITY MAIN, LF 9 TRENCHED, UNLINED RCP, 24" (DEDUCT BASE BID ITEM#9) -3946 10 SANITARY SEWER GRAVITY MAIN, LF TRENCHED, UNLINED RCP, 30" (DEDUCT BASE BID ITEM#10) -1174 SANITARY MANHOLE, UNLINED, 5' EA 13 DIAMETER (DEDUCT BASE BID ITEM #13) -18 9A SANITARY SEWER GRAVITY MAIN, LF TRENCHED, LINED RCP, 24" 3946 10A SANITARY SEWER GRAVITY MAIN, LF TRENCHED, LINED RCP, 30" 1174 13A SANITARY MANHOLE, LINED, 5' EA DIAMETER 18 ALTERNATE#1 TOTAL= The Bidder may submit computer-generated unit price table in accordance with the Special Provisions. Scott Boulevard Trunk Sanitary Sewer Extension Project 0400— Page 3 of 5 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 riOVIA CITY,Ir �1F..'. NOTE: All subcontractors are subject to approval by City of Iowa City. Scott Boulevard Trunk Sanitary Sewer Extension Project 0400 — Page 4 of 5 The undersigned Bidder is a/an: ❑ Individual, Sole Proprietorship . _. ❑ Partnership ❑ Corporation 71120 rj7cI., I-j j; 03 ❑ Limited Liability Company �f r ❑ Joint venture t.! ..n .Er; , ❑ Other ; C' `(. f1;'''°a 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 Title 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. Scott Boulevard Trunk Sanitary Sewer Extension Project 0400 — Page 5 of 5 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 I 1: 03 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& or, ' 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. 0 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. To be completed by non-resident bidders Part C 1. Name of home state or foreign country reported to the Iowa Secretary of State: 2. Does your 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: Scott Boulevard Trunk Sanitary Sewer Extension 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. LI 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. } njj 1 ri „r • iSJ Scott Boulevard Trunk Sanitary Sewer Extension Project 0405 — Page 2 of 2 0410 BID BOND FORM SCOTT BOULEVARD TRUNK SANITARY SEWER EXTENSION 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 Scott Boulevard Trunk Sanitary Sewer Extension 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 t f, �..iJ wr.".;1. By: (Title) ) > . (Seal) n , Surety By: Witness (Attorney-in-fact) Attach Power-of-Attorney, if applicable Scott Boulevard Trunk Sanitary Sewer Extension Project 0410 — Page 1 of 1 0500 CONTRACT SCOTT BOULEVARD TRUNK SANITARY SEWER EXTENSION 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 10th day of December, 2020, for the Scott Boulevard Trunk Sanitary Sewer Extension ("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 $ including selected Alternates, 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. Scott Boulevard Trunk Sanitary Sewer Extension Project 0500 — Page 1 of 2 3. The names of those persons, firms, companies or other parties, acknowledged by the City, 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 (or shown on an attachment): NAME OF APPROXIMATE SUBCONTRACTORS TYPE OF WORK COSTS DATED this day of , 20 (The City of Iowa City will date this Contract after all signatures are obtained) City Contractor By: By: Signature of City Official Signature of Contractor Officer Printed Name of City Official Printed Name of Contractor Officer Title of Contractor Officer ATTEST: ATTEST: By: By: City Clerk (for Formal Projects only) (Company Official) • ik APPROVED BY. City Attorney's Office Scott Boulevard Trunk Sanitary Sewer Extension Project 0500 — Page 2 of 2 0510 PERFORMANCE, PAYMENT, AND MAINTENANCE BOND SCOTT BOULEVARD TRUNK SANITARY SEWER EXTENSION 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: Installation of approximately 5,200 feet of 24-inch and 30-inch sanitary trunk sewer and manholes along North Branch of Snyder Creek south of American Legion Road, and east of Scott Boulevard, in Iowa City, Iowa. Construction also involves one wetland crossing, one creek crossing, erosion protection, and surface restoration including seeding._Base bid sewer pipe and manholes is unlined RCP. Alternative bid sewer pipe and manholes is HDPE lined RCP. 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. i„ 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 performingub 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 Scott Boulevard Trunk Sanitary Sewer Extension Project 0510 — Page 1 of 4 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 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 than 5 year(s) (5) 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. Scott Boulevard Trunk Sanitary Sewer Extension Project 0510— Page 2 of 4 In the event the Jurisdiction incurs any "outlay and expense" in defending itself against 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. ‘' ! .; 1i34,. t Scott Boulevard Trunk Sanitary Sewer Extension Project 0510— Page 3 of 4 PRINCIPAL: SURETY: Printed Name of Contractor Officer Surety Company Name By By Signature of Contractor Officer Signature of Attorney-in-Fact Officer Title of Contractor Officer Printed Name of Attorney-in-Fact Officer Company Name of Attorney-in-Fact Company Address of Attorney-in-Fact City, State, Zip Code of Attorney-in-Fact Telephone Number of Attorney-in-Fact Scott Boulevard Trunk Sanitary Sewer Extension 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 0520 — Pages 2 and 3) or other required material must be received and approved by the City. 5. Contracting departments are responsible for answering questions about contractor, consultant and vendor compliance during the course of the contract with the City. 6. All contractors, vendors, and consultants must refrain from the use of any signs or designations which are sexist in nature, such as those which state "Men Working" or "Flagman Ahead," and instead use gender neutral signs. 7. All contractors, vendors, and consultants must assure that their subcontractors abide by the City's Human Rights Ordinance. The City's protected classes are listed at Iowa City City Code section 2-3-1. Scott Boulevard Trunk Sanitary Sewer Extension 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? 4. What is the name, telephone number and address of your business' Equal Employment Opportunity Officer? (Please print) Phone Number Street Address ti,; � AC.!i ,\�.iJ u� ,,.,;3:1J AIL) City, State, Zip Code Scott Boulevard Trunk Sanitary Sewer Extension 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 v :t c i ', CO •i 'd SI Scott Boulevard Trunk Sanitary Sewer Extension 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 ;i i, job applied for?• " Only use job-related tests which do not adversely affect any • partibular group of people. Scott Boulevard Trunk Sanitary Sewer Extension Project 0520 — Page 4 of 6 (g) Monitor interviews carefully. Prepare interview questions in advance to assure that they are only job related. Train your interviewers on discrimination laws. Biased and subjective judgments in personal interviews can be a major source of discrimination. (h) Improve hiring and selection procedures and use non-biased promotion, transfer and training policies to increase and/or improve the diversity of your workforce representation. Companies must make sure procedures for selecting candidates for promotion, transfer and training are based upon a fair assessment of an employee's ability and work record. Furthermore, all companies should post and otherwise publicize all job promotional opportunities and encourage all qualified employees to bid on them. 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. 13 111%tio •1 `'d cj i t,. a � Scott Boulevard Trunk Sanitary Sewer Extension 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 legal counsel to formulate a policy which specifically meets the needs of your company. ',I 2Ji,? Scott Boulevard Trunk Sanitary Sewer Extension 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 following contract provision: If the City becomes aware that a person or entity (including an owner of more than 25% of the entity) has admitted guilt or liability or been adjudicated guilty or liable in any judicial or administrative proceeding of committing a repeated or willful violation of the Iowa Wage Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or any comparable state statute or local ordinance, which governs the payment of wages, within the five (5) year period prior to the award or at any time after the award, such violation shall constitute a default under the contract. IV. Waivers. If a person or entity is ineligible to contract with the City as a result of the Wage Theft Policy it may submit a request in writing indicating that one or more of the following actions have been taken: a. There has been a bona fide change in ownership or control of the ineligible person or entity; -b.' Disciplinary action has been taken against the individual(s) responsible for the acts giving rise to the violation(s); Scott Boulevard Trunk Sanitary Sewer Extension Project 0530- Page 1 of 3 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. 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. Scott Boulevard Trunk Sanitary Sewer Extension Project 0530 — Page 2 of 3 WAGE THEFT AFFIDAVIT I, , certify under penalty of perjury and pursuant to the laws of the State of Iowa that the following is true and correct: 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 ter,< ,t ( ;ems =A tv 10 :1 add S 1i�.. Scott Boulevard Trunk Sanitary Sewer Extension 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.org/archived-specifications/. rtil I 10 r.^? ° =) 1jcd S 'Ea J7., 1 Scott Boulevard Trunk Sanitary Sewer Extension 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. J o.j S 3.7:i 0 Scott Boulevard Trunk Sanitary Sewer Extension 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.org/weblink/0/edoc/1845668/CIC%20Supplemental%20Specs.pdf or are available in the City Engineering Division Office. If City Hall is closed to the public due to the health and safety concerns from COVID-19, arrangements for public examination will need to be made with the City Engineering Division Office by telephone at (319) 356-5140. Eot ,I `,.1‘L i ) d t� '10 :I WTI Si 3 3i71Z Scott Boulevard Trunk Sanitary Sewer Extension Project Page 1 of 1 SPECIAL PROVISIONS The City of Iowa City allows bidders to submit a computer-generated 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, and requested alternates. See Section 1020, 1.09.B, for details on preparing a computer-generated unit price attachment. This project includes several additional modifications to the SUDAS Standard Specifications beyond the Supplemental Specifications referenced earlier in this Project Manual. SPECIAL PROVISIONS SECTION 1010 - DEFINITIONS 1.03 DEFINITIONS AND TERMS (AMEND) SUBSTANTIAL COMPLETION DATE found in Supplemental Specifications with The following must be completed to achieve substantial completion: A. All sanitary sewer and service stubs must be operational. B. Surface restoration must be complete with temporary or permanent seeding in accordance with the specified seeding window. Permanent seeding shall be installed within seeding window specified which could occur outside of substantial completion. Erosion control measures shall stay in place until establishment of seeding. C. Removal of all construction equipment and construction debris. SECTION 1020 - PROPOSALS REQUIREMENTS AND CONDITIONS 1.09 PREPARATION OF THE PROPOSAL (ADD) the following item B. 9. 9. The bidder shall provide a bid for the base bid and each alternate bid item to be considered a responsive complete bid. (REPLACE) D. D. When unit prices are requested, they shall be submitted on each and every item of work included for which the bids are requested, including the base bid and all requested alternates. The format for unit prices will be in dollars and whole cents only. In case of discrepancy, the unit price figures shall govern. :0 I I'tt7 S. 131-1 ,CZ Scott Boulevard Trunk Sanitary Sewer Extension Project Page 1 of 2 SECTION 1030 - APPROVAL FOR AWARD AND AWARD OF CONTRACT (ADD) the following at the end of item 1.01, G. G. Jurisdiction shall award the project to the lowest responsible bidder of the base bid total only. Alternate price will not be considered when determining the contract award to a bidder. Consideration to add the alternate bid work will be made by the Jurisdiction with the successful bidder. SECTION 4010 - SANITARY SEWERS (DELETE) 2.01 F. 2. in its entirety and replace with. 2. See specification 33 31 19-13 for alternate bid HDPE lined RCP pipe requirements. SECTION 6010 - STRUCTURES FOR SANITARY AND STORM SEWERS (REPLACE) 2.11 B. 2. 2. Interior: See Specification 33 31 19-13 for alternate bid HDPE lined sanitary sewer manhole requirements. (ADD) SECTION 33 31 19-13 HDPE LINER FOR REINFORCED CONCRETE PIPE AND MANHOLES J l t/1 113 ?1123 !q J # Scott Boulevard Trunk Sanitary Sewer Extension Project Page 2 of 2 PLANS Plans will be under separate cover. V0 i `} s E� F.i'i ; v, l`,. 7ti '10 :1 14c1SI3; 07, , a Scott Boulevard Trunk Sanitary Sewer Extension Project Page 1 of 1 29160.01.00 HDPE LINER FOR REINFORCED CONCRETE PIPE AND MANHOLES ms2137 SECTION 33 31 19-13- Page 1 PART 1 GENERAL 1.01 SECTION INCLUDES A. HDPE liner for protection of concrete pipe and concrete structure surfaces exposed to raw sewage and gases. B. Joint connection system for HDPE liners in RCP pipe. C. Field welding of HDPE protected manhole joints. D. Corrosion resistant concrete fillet for manholes. 1.02 SUBMITTALS A. Manufacturer's experience including total years involved in manufacturer of HDPE liners for the services intended. B. Manufacturers data of liner,joint system, special construction, and fillet material. C. Manufacturer's materials and written installation procedure data and certification that liner and materials conform to requirements of these specifications. D. Field test results. E. AGRU certified welder credentials for manhole joint welding. 1.03 QUALITY ASSURANCE A. Liner shall be furnished by manufacturer who is experienced, reputable, and qualified in the manufacturing of materials. Manufacturer shall give evidence of successful use of its product as a lining for concrete sewer pipes, appurtenances, and structures in sewage conditions recognized as corrosive to concrete. B. Producer shall be Q-Cast certified by the American Concrete Pipe Association as well as NPCA or PCI Plant certification for minimum of 3 years prior to and during production of the products for this project. C. Manhole joints shall be welded by an AGRU certified welder. 1.04 STORAGE AND HANDLING OF MATERIALS A. Take precautions during shipping, handling, and storage to prevent scratching, denting, or puncture of liner, or damaging anchorage system. Use special precautions during cold weather. B. Store in accordance with recommendations of manufacturer. C. Protect liner from excessive heat. D. •Repair damage to liner or anchorages in strict accordance with the manufacturer's instructions and recommendations. PART 2 „PRODUCTS 2.01 REINFORCED CONCRETE PIPE WITH HDPE LINER A. Acceptable manufacturers: American Concrete Products, or equal. HDPE LINER FOR REINFORCED CONCRETE PIPE AND MANHOLES 29160.01.00 Page 2 - SECTION 33 31 19-13 ms2137 B. Comply with SUDAS Section 4010—Sanitary Sewers requirements for RCP pipe, Iowa City SUDAS Supplemental Specifications and the contract documents. C. Interior High Density Polyethylene (HDPE) Lining 1. Product: AGRU Sure Grip, or equal. 2. Thickness: 1.625 mm minimum 3. Minimum of 88 anchors per square foot extruded as on homogenous piece with pull-out strength of 250 N (56 Ibs) per anchor. 4. Capable of resisting groundwater pressure up to 22 psi. D. Joints 1. Each pipe section shall be manufactured with a thermoplastic connector factory installed in the bell end manufactured from Polypropylene Black (PP-B) resin. 2. Thermoplastic coupler shall be manufactured from Polypropylene Black (PB)with (2 each)double tilting-edge EPDM gaskets that meet testing requirements of ASTM F477. 3. Installed joints shall be capable of holding a constant internal pressure of 36 psi. 2.02 HDPE MANHOLE LINER FOR SANITARY MANHOLES A. Sanitary sewer manholes shall comply with SUDAS Section 6010—Structures for Sanitary and Storm Sewers, Iowa City SUDAS Supplemental Specifications, and contract documents. B. Protective Liner: Chemical resistant, high tensile strength, puncture-resistant polymer membrane, designed and tested for use in application intended, in thickness recommended by manufacturer for application. C. Products: 1. Agru America, Inc., HDPE Sure Grip Type 560, 2mm thickness, or equal. 2. HDPE liner to be cast-into inside facing manhole base walls, risers, and cones or flat-covers. 3. Concrete manhole benching and inverts shall be monolithically-cast. 4. Manhole joints shall be welded by an AGRU certified welder in accordance with manufacturers recommendations. 2.03 Manhole Precast Concrete Fillet Treatment A. Precast base section shall comply with SUDAS Section 6010—Structures for Sanitary and Storm Sewers, Iowa City SUDAS Supplemental Specifications, and contract documents. B. Concrete fillet/bench shall be formed to include the concrete additive, ConShield, to protect the surface against MIC corrosion. Install according to manufacturer's recommendations. PART 3 EXECUTION 3.01 EARTHWORK A. Refer to SUDAS SECTION 3010—Trenching Excavation and Backfill and Iowa City SUDAS Supplemental Specifications for general and trench excavation and backfilling. B. Field welding of the HDPE-lined manhole joints shall be performed in accordance with the AGRUSAFE Sure Grip Concrete Protective Liner System Part 1, 2, and 3. )3.02 INSTALLATION A. Pipe and pipe joints shall be installed in accordance with SUDAS Section 4010, Iowa City SUDAS Supplemental Specifications and pipe manufacturers requirements. 3.03 FIELD QUALITY CONTROL A. Perform tests and inspections and prepare test reports and submit. 29160.01.00 HDPE LINER FOR REINFORCED CONCRETE PIPE AND MANHOLES ms2137 SECTION 33 31 19-13 - Page 3 B. Refer to SUDAS Section 6030 Cleaning, Inspection, and Testing of Structures and Iowa City SUDAS Supplemental Specifications. C. Perform Holiday Spark Test Per ASTM D5162-08 in addition to required testing in SUDAS Section 6030 and Iowa City Supplemental Specifications. D. Remove and replace components of sanitary sewer pipe or manholes that do not pass tests and inspections and retests at no costs to the owner. 3.04 PROTECTION A. Protect liner from damage during installation, equipment, personnel, and materials used throughout the installation process. B. Repair damaged areas and perform work in accordance with the manufacturer's instructions and recommendations. Patch holes, cuts, tears, and seriously abraded areas in liner. END OF SECTION t i '.a 113 VIA o; _ I la : 1d S1 ?Jjl 7. I r 1 CITY OF IOWA.cITY 410 East Washing'tQp�)Street Iowa City,Iowa 2'2'46 1826 (319)356-5000 (319)356-5009 FAX www.icgov.org ENGINEER'S ESTIMATE December 14, 2020 City Clerk City of Iowa City, Iowa Re: Scott Boulevard Trunk Sanitary Sewer Extension Dear City Clerk: The engineer's estimate of probable construction cost for the Scott Boulevard Trunk Sanitary Sewer Extension Project is $1,660,000. Sincerely, Scott Sovers, P.E. Assistant City Engineer PLANS OF PROPOSED IMPROVEMENTS FOR: G (• SCOTT BOULEVARD TRUNKSANITARYSEWER EXTENSION F F CITY OF IOWA CITY, IOWA INDEX - ._ NCRTRI UTILITY CONTACTS LIST ;_.:; E.Lrrr�•��A;AL••51 + SUDAS DETAILS E SHEET NO. SHEET TITLE MATTHEW KEARNEY MIDAMERICAN ENERGY COMPANY-GAS `\ Ii rg i IN:�IAi . P Pailj J CT LO6ATI O N 3010.101-TRENCH BEDDING AND BACKFILL ZONES E OSP CONSTRUCTION ENGINEER IOWA CITY GAS ENGINEERING: : ; :L�! d� 3010.102-RIGID GRAVITY PIPE TRENCH BEDDING A.01 COVER SHEET ImOn COMMUNICATIONS . P• �e���i► • ..__ 3010.103-FLEXIBLE GRAVITY PIPE TRENCH BEDDING A02 LEGEND 8 ABBREVIATION SHEET 625 FIRST STREET SE,SUITE 250 CARBON HEMPHILL eiis�� V,*-o�sj�I'u� 16010.301-CIRCULAR SANITARY SEWER MANHOLE CEDAR RAPIDS,IA 52401 GAS RESIDENTIAL AND COMMERCIAL ❑ � VP;�Ci �• :• 6010.386-CHIMNEY SEALS FOR SANITARY SEWER MANHOLES A.03 OVERALL SITE PLAN T 319-200-7778 OFFICE:319-341-4461 > 4/ .4 r --tip 6010.3013-INTERNAL DROP CONNECTION FOR SANITARY A.04 CIVIL DETAILS-SHEET 1 M 319-450-0653 CELL:319-360-3956 J -r '- 4Vi./� , SEWER MANHOLE 0owA CITY) ma6hew.kaamey@imon.net m '•. 6010.601-CASTINGS FOR SANITARY SEWER MANHOLES A05 CIVIL DETAILS-SHEET 2 www.lmOn.net MID-AMERICAN ENERGY COMPANY-ELECTRIC .-I ,_ �,`; '� SLT(IOWAFENCE - A.06 CIVIL DETAILS-SHEET 3 qr _ 1 9040.119-SIL7FENCE CENTURYLINK PAUL ROE _l w1f�.- ; - 9040.120-STABILIZED CONSTRUCTION ENTRANCE A.07 CIVIL DETAILS-SHEET 4 JOHNATHAN SOENKSEN RESIDENTIAUCOMMERCIAL LIGHTING 0 1 �I....1! ENGINEER 1 OFFICE:319-3414420A / NOTE:REFER TO A SERIES DETAIL SHEETS FOR SUDAS A.08 CIVIL DETAILS-SHEET 5 615 3RD AVE SE CELL:319-330-7465 C] f'll�f�"II DETAILS CEDAR RAPIDS,IOWA 52401 (n ,''` '►.8 •• Al, r� C.01 ESTIMATE OF PROJECT QUANTITIES - -m• -��Y� OFFICE:319-399-7408 LINDSAY HOUSTON f. ESTIMATE REFERENCE INFORMATION CELL:319-431-1835 GOVERNMENT RELOCATESJonathan.Soenksen DC.0C.034 ESTIMATE REFERENCE INFORMATION DARWIN DRISCOLL turylink.com (ESTIMATE REFERENCE INFORMATION ORFOADCELL:3R 19-341-L419 ,1 , ,, ,it,/,�MEDIACOMC.06 .0 STORM WATER 546 SOUTHGATE AYE. CfTY OF IOWA CAT': oI -A31 CITY,048EX I__rA- C.02 52240 CE.01 OVERALL EROSION CONTROL O-319-351-0408 EX 3702 JASON HAVELCE.02 EROSION CONTROL PLAN M-845-204-5742 CITY ENGINEERCE.03 EROSION CONTROL PLAN F-319-351-3839 410 E.WASHINGTON STIOWA CITY,IOWAI CE.04 EROSION CONTROL PLAN UNITE PRIVATELARK NETWORKS PHONE:MAIL 319-356-5410 avel@i �' -i_ `_' . ATTN:CLARK LUNDY,RVP OF CONSTRUCTION EMAIL:Jason-havN@bwac4y.or9 -I _ J.01 OVERALLSTAGING 13300 HICKMAN ROAD,STE.115 ,■'_ CLIVE,IA 50325 BROCK HOLUB J.02 AMERICAN LEGION ROAD STAGING 11161611111111111101 1111 CELL:515-288-1281 SUPERINTENDENT OF STREETS • •. ��. MSA.01 KEY PLAN 8 SURVEY CONTROL EMAIL:Clark.Lundy@upnfiber.com AND TRAFFIC ENGINEERING •��� 6I6_I�)1 FAX:816-903-9401 3800 NAPOLEON LANE • '��•.. �,nyi, E - MSA02 PLAN AND PROFILE-SHEET-1 IOWA CRY,IOWA 1 ' THEREBY CERTIFY THAT REVISION O TO MS ENGNEERING STEPHEN KNESS PHONE:319-3565482 �,..m"lE50I.... DOCUMENT WAS PREPARED BY NE OR UNDER MY DIRECT MSA03 PLAN AND PROFILE-SHEET-2 % OF E S SiO4/4 PERSON4.SUPERVISION AHD THAT I AMAWLYLICENSED CONSTRUCTION MANAGER II OSP EMAIL:Brock-Holub@iowa-cIty.org ,,c`O�QQ` 4� PRorEsslONu.ENGNEot uaEnTHE uwsa THE STATE MSA.04 PLAN AND PROFILE-SHEET-3 ENGINEERING CLEC-EASTERN IOWA qO p a sown ��" C a Z• ,��g , ,)rc.n✓ 12-10-2020 C WINDSTREAM TIM WILKEY - p �t�Lf' _ MSA.05 PLAN AND PROFILE-SHEET-4 Z a ,ARMEN K1450 N.CENTER POINT RD. WASTEWATER SUPERINTENDENTI ' HELM m' �`RMEN K HELM 12-10-2020 MSA06 PLAN AND PROFILE-SHEET-5 HIAWATHA IA 52233 4366 NAPOLEON STREET SE ___ u UM cENSE WAGER:lnel 38 OFFICE:319-790-7678 IOWA CITY,IOWA = 17 1 a O LICENSE RENEWAL DATE Is imam_ MSA07 PLAN AND PROFILE-SHEET-6 MOBILE:319-538-1985 PHONE:319-887-6106 LOCATION MAP ?'�0 1.} I. PAGES OR SHEETS COVERED BYTWS SEAL MSA.08 PLAN AND PROFILE-SHEET-7 Stephen.Kness@wlndstream.com EMAIL:Tim-Wilkey@iowa-dty.arg ' ,t s- ALL DRAWINGS % MSA09 PLAN AND PROFILE-SHEET-8 KEVIN SLLITTS NOT TO SCALE 0"moR. WHA,.."°` - MSA.10 PLAN AND PROFILE-SHEET-9 WATER SUNERIKTENDRNT - 80 STEPHEN ATKINS DRIVE - MSA.11 PLAN AND PROFILE-SHEET-10 IOWA CITY,IOWA PHONE 319-356-5162 NOTE: - MSA12 PLAN AND PROFILE-SHEET-11 _ kevin-slutts@iowa-city.org THE PROPOSED IMPROVEMENTS INCLUDED IN MSA13 PIPE AND STRUCTURE TABLES PLANS PREPARED FOR: THESE DRAWINGS HAVE BEEN DESIGNED IN NO. REVISIONS DSGN CHKD APVD DATE ACCORDANCE WITH THE 2021 EDITION IOWA MSA/4 PIPE AND STRUCTURE TABLES Q.01 SOIL BORING LOG-SHEET 1 STATEWIDE URBAN DESIGN AND SPECIFICATIONS MANUALS(SUDAS)AND THE JULY 2020 CITY OF B 0.02 SOIL BORING LOG-SHEET 2 n IOWA CITY SUPPLEMENTAL SPECIFICATIONS. B 0.03 SOIL BORING LOG-SHEET 3 ' 1 1 WID --9- - _ Stanley Consultants INC. - �L -`"'S �,y I O1 ft1A 225 Iowa Avenue,Muscatine,Iowa 52761-3764 om CITY O F IOWA CITY ''W'�°'�� www.stanle conCITY s OF IOWA ITY - ON E CITY SANITARY SEWER BLVD TRUNK SANITARY SEWER EXTENSION THIS ENGINEERING DOCUMENT IS APPROVED FOR CONSTRUCTION IOWA CITY,IOWA CITY OF IOWA CITY 1-800-292-8989 iiii UNESCO CITY OF LITERATURE www.Iowoonecail.com -a a A / COVER SHEET A I/ /2//D�Z O2,Q DESIGNED KK HELM 1'=20'@ FULL SIZE DRAWN GM REEVES SCALE AS NOTED re PROVED BY /(...r.:LDATE CHECKED KK HELM No.29160.01.00 REv. A p APPROVED KK HEIM C APPROVED JM BRADY A.01 0 Q DATE DECEMBER 10,2020 1 I 2 I 3 I 4 I 5 I 6 7 7 I 8 I 9 I 10 0SWW.,CONSULTANTS I 11 GENERAL CIVIL CIVIL __NOTES VIEW MARKERS ABBREVIATIONS 1. ALL SYMBOLS AND ABBREVIATIONS SHOWN ON THIS LEGEND MAY NOT APPEAR IN THIS SET OF ASPH ASPHALT — . . — . . _ . . — PERMANENT EASEMENT BIA BENCH MARK �:�."e:�'. CONCRETE DRAWINGS, G A-G01 1 DESIGNATES CUTTING PLANE OF SECTION BOC BACK OF CURB ° _ _ CONSTRUCTION LIMIT 60T BOTTOM C CBS COMBINED SEWER . �������i ����\; >oo',�i� EARTH/ . PROPERTY LINE\SECTION LINE '^ e CUP CEAR ORRUGATED METAL PIPET DESIGNATES DIRECTION FROM WHICH PLAN OR ELEVATION CLR CONC CONCRETE S )::1 - -FIRE HYDRANT 0 SILT FENCE 7 I: 0 5 B-G01 IS VIEWED CP CONTROL POINT CTR CENTER 0 UTILITY POLE ' " - C-G01 DESIGNATES LOCATION OF DETAIL D/DIA DIAMETER DWG DRAWING a LIGHT POLE I DWL DOWEL EF EACH FACE 0 TELEPHONE PEDESTAL EXP EXPANSION A-GO1 EXST/EX EXISTING ID EXISTING GAS VALVE SECTION GOI,G02 FO FIBER OPTICS NEW IDENTIFICATION NUMBER FT FEET —x— FENCE F ELEVATION B-GO1 G GAS HORIZ HORIZONTAL C0 G01 DRAWING NUMBER(S)ON WHICH NEW IE INVERT ELEVATION O EXISTING CLEANOUT IS CUT OR CALLED OUT IF INSIDE FACE C-GO1 IN INCHES Q EXISTING ELECTRICAL BOX DETAIL GO1 JT JOINT LF LINEAR FEET 0 EXISTING MANHOLE MN MANHOLE - EL 100.00' ELEVATION DESIGNATION MAX MAXIMUM 111 EXISTING HAND HOLE MIN MINIMUM REVISION IDENTIFICATION SYMBOL: NA NOT APPLICABLE A A THE NUMBER IN THE TRIANGLE INDICATES THE REVISION CC ON CENTER ® EXISTING WATER VALVE NUMBER IDENTIFIED. THE LETTER'A'IMMEDIATELY TO THE OE/OHE OVERHEAD ELECTRIC 7-�V RIGHT OF THE TRIANGLE INDICATES THE REVISION IS PART OF OUTSIDE FACE EXISTING SIGN OF A CONTRACT ADDENDUM. WHEN REVISIONS INVOLVE LESS PC PORTLAND CEMENT THAN ENTIRE DRAWING, PRINCIPAL ASPECTS OF REVISIONS PCC PORTLAND CEMENT CONCRETE EXISTING SEWERS E ARE 'CLOUDED'. PVC POLYVINYL CHLORIDE ' PV1AT PAVEMENT ® EXISTING INLET CONTRACT IDENTIFICATION: R RADIUS 1 2 LEFT HAND NUMBER INDICATES CONTRACTOR FURNISHING, RCP REINFORCED CONCRETE PIPE RIGHT HAND NUMBER INDICATES CONTRACTOR INSTAWNG REM) REQUIRED i EXISTING SEWERS TO BE ROW RIGHT-OF-WAY ABANDONED.REMOVE AS NEEDED SAN SANITARY SEWER WHERE IN CONFLICT WITH NEW SST STAINLESS STEEL WORK.PLUG ENDS OF PIPE LEFT IN- ST STORM SEWER/STREET PLACE WITH CONCRETE — TEL TELEPHONE THK THICSAN K TYP TYPICAL - a _ PROPOSED SANITARY SEWER UAC USE AS CONSTRUCTED UNO UNLESS NOTED OTHERWISE VERT VERTICAL 0 PROPOSED MANHOLE W WATER C0 D 0 PROPOSED CLEANOUT D ® PROPOSED INLET SAN SANITARY ST STORM — SD SUBDRAIN DIMENSIONS AND SCALE GENERAL SYMBOLS C COMBINED DIMENSIONS AND/OR ELEVATIONS MARKED THUS(') ARE APPROXIMATE. EXISTING OBTAIN FINAL DIMENSIONS FOR CONSTRUCTION FROM THE ENGINEER. NEW FM FORCE MAIN c DIMENSIONS AND/OR ELEVATIONS MARKED THUS(t)ARE ASSUMED AND MAY BE CENTER UNE VARIED BY THE CONTRACTOR TO SUIT EQUIPMENT FURNISHED. FINAL DIMENSIONS —t\— SURFACE BREAK UNE E ELECTRICAL D ARE SUBJECT TO THE REVIEW OF THE ENGINEER. MATERIAL BREAK UNE G GAS DIMENSIONS AND/OR ELEVATIONS MARKED THUS(±)MUST BE VERIFIED IN THE — -— MATCH UNE FIELD BY THE CONTRACTOR. W WATER C.OR CL CENTER LINE TELEPHONE DIMENSIONS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE SCALED. USE T - DIMENSIONS SHOWN. NTS(NOT TO SCALE)IS SHOWN ONLY WHERE DIAMETER OR ROUND - - DIMENSION IS OBVIOUSLY OUT OF SCALE. COMM PL PROPERTY UNE COMMUNICATIONS NUMERIC SCALE VALUES(1/4 1.-0',ETC)APPLY ONLY AT FULL SCALE. W/ WITH TD W/O WITH OUT TELEPHONE DUCT NO. REVISIONS DSGN CHKD APVD DATE FO FIBER OPTICS MP B OE,OHE OVERHEAD ELECTRIC B 45) CONTROL POINT We Stanley Consultants INC. 225 Iowa Avenue,Muscatine,Iowa 52761-3764 www.stanleyconsultants.com CITY OF IOWA CITY SCOTT BLVD TRUNK SANITARY SEWER EXTENSION IOWA CITY,IOWA LEGEND&ABBREVIATION SHEET A A DESIGNED KKHEIM DRAWN GM REEVES SCALE'. AS NOTED K CHECKED KK HEIM NO.29160.01.00 REV. p APPROVED JM BRADY A.02 0 0 a DATE DECEMBER 10,2020 U — 1 I 2 I 3 I 4 T 5 I 6 I 7 I 8 I 9 I 10 o:TMEE.CONSULTANTS I 11 NOTES \ AMERI .01 Al NORTH ÷ 1. WETLAND TION WAS LEGION AN J 2. EXCESS SPOILI MEATERIAL RESULTING G FROM TRENCH 2019.RFORMED IN JULY G LEGION RD ARLINGTON DR PUMP STATION G t ( / TO BE ABANDONED All EXCAVATION SHALL NOT BE PLACED IN FLOODWAY OR WETLANDS. (BY OTHERS) 3. DISTLANDS URBANCES L ARE PROT ON D UNLESSWI COLE DISTURBANCES ARE NOTED ON DRAWINGS.RESTORE DISTURBEO�Rk'TLA.rEEAGGOR�INO TO KITS LISTED ON DRAWINGS ) J P ' tall / 3. FEMA ION.FELAIN LAYERS IN NOT LINE UP WITH CREEK`//// WETLAND 5 N`V LOCATION.FEMA FLOOpPLAIN LAYERS WERE MANUALLY _ oi Aii , o SHIFTED PRES TN S AGE WITH CREEK MANUAL SOIFT MCCOMAS ( / REPRESENTS BEST gPPROXIMA710NAS TO HOW � E&L PRYBIL E&L PRYBIL � BARRINGTON DR LAYERS COULD LINE UP WITH CREEKGENERAL GENERALJ PARTNERSHIP PARTNERSHIP / ESL PRYBIL • GENERAL ) PARTNERSHIP HOOVER ELEMENDRY 4 60 WIDE PARCEL SCHOOL OWNED BYE&L PRYBIL W'ETLAND 5 D4,,,,,,?/, EEL PRYBIL GENERAL MH(TYP) E PARTNERSHIP EEL PRYBIL \� E GENERAL __ D PARTNERSHIP / LACINA 0 I�EROBILN LN G P J __.__.__. 4 ic 7'��' o —— — — — ——————— —� - -/g - .' ��-SCOTT BOULEVARD FLANNERY TUFT AVE SE- D la EEL PRYBIL E&L PRYBIL SANITARY TRUNK I D 111111 - GENERAL GENERAL o SEWER(TYP) . .wain PARTNERSHIP PARTNERSHIP 4 / L' _ a ,/... WETLAND 1 pO / FLANNERY \ NORTH SNYDER CREEK / SCI WETLAND lTVP) FLANNERY I / -- SCI RECORDED / STREAM(TYP) p0 i /J/ ..- WETLAND 3 /�� . ,, , C WETLAND 2 / \ ( i ___i / `PROPERTY I / 5 � _ _ / ( \1 - LINES(TYP) / _ — ASSUMED FLOODWAY i / /' l \ *00{ �-- �- �ASSUMED 500 YEAR ' / I - \ `\ /.s- /� ASSUMED 100 YEAR FLOODPLAIN(TYP) .. , -/ I • �/� /'( I FLOODPLAIN(TYP) FLANNERY FLANNERY\ / \ \ /, • NO. REVISIONS DSGN CHKD APVD DATE \ E&L PRYBIL / I / I GENERAL PRYBIL I / PARTNERSHIP DRYS YIiiiihAlur B s\ E&L PRYBIL INVESTMENTS ` GENERAL / B \ WO �. PARTNERSHIP • ,�/ I / /I / IOWA / I Stanley Consultants INC. / RAILROADTERSTATE /� ------------ 225 Iowa Avenue,Muscatine,Iowa 52761-3764 f ___ wwwstanleyconsultants.com — / —� CITY OF IOWA CITY ' COMPASS DR� CITY PROPERTY SCOTT BLVD TRUNK SANITARY SEWER EXTENSION `.\\ I I IOWA CITY,IOWA _ _ OVERALL SITE PLAN / \ ) DESIGNED KK HEIM AT FULL SIZE DRAWNGM REEVES SCALE 1"=300'FULL SIZE 0 0 1 2 3 IN CHECKED KK HEIM NO.29160.01.00 REV. I I I APPROVED KK HEIM I 0 1 2 3 4 5 6 7 8 cm APPROVED JM BRAY A.03 0 0 DATE DECEMBER 10,2020 2 I 3 I 4 I A I ] I 1--. 58 I 9 I 70 ®s,.,wE.CONSULTANTS I it RCP AND VCP CIRCULAR PIPE BEDDING° NOTES: Refer to the contract documents for specific'nateri.and placement requirements, Refer la Owl 2 treu1'Ripe.weelea•s. - G Q ; Required only when specified a the contract documents a when Q Um tledtllq Cleve RA aR2 wawa*WOW PMraa ?.. G directed by the Engineer. 0Pleyemeanie, m hera,orW N,and eld as we/Aid H holing dixsavKey .• 0 :, Cm I scar o� 2622 DEC I PH 1 OD = Outside diameter of pipe ooe ' rerSa ••. r. '..01 _k P+S. ' O col ae diameter ee or pipe r— CLASS R-1 a:z -� I_M1? f 1 { i { TW = Trench width at top of pipe \ - ' d = Depth of bedding material below pipe I co - s t . F Key I too•a.,,nl OD • Wade ammeter el pipe D.W I too•rrnl - °2 os • Deco w.,,apiP• TW • Trench*kith Y lop mows. Buy Depth Q 021 ore Al�pc. noD.0 wd..OR F Firer Ranch Back011 scales r pad F 04:" =7:""'''°..3...3 W.' d • Depth of OWeaOe nee Mrs 0. Nihichwer•grown • n.,. solo • I \ ` ` IN __. raw I 12"min. Secondary Backfill o C O,oer LASSpipe C1.46GPA Com.TOP — �♦�♦�•�♦�I �' �.�♦�.' REINFORCED CONCRETE ARCH AND ELLIPTICAL PIPE BEDDING � � �� 1. Primary BedWi tw OM ����J 0������ 1 —nro • 2 w Springline of Pipe [ 0AL " 2 O II HauIW,Support c ° r 'O �s 'Oyt>a 4 2 00/2 ppq���,is�.q� p m r y4P0 q9. I�� z. bey ••q y.�yq OOB .YiNE.4R21'Y•6: •:4 9PV li c}SUDAS QIOYYAD07• ,r�P�'•-' •��♦ • - a ¢a. L�)SODAS (�IOWADOT 1.-,.. E q, +j1 �3�.,p • s 1 p1 E .:is •:23' q Y Pipe Bedding S � 9• 1- FIGUPF 3010.101 S1ANl)AR()ROAD PNN SW'102 •�. r.+-:� r,�a r.snmw Wirt Qj RCM 7110.M �MGmt01UMN "W101s a '4;i ,eo •' arl s r.,Uz i��r� •a� ••� •r�•� Over-excavation era „ , — •ter----.—...•.•�..".u _ .. ...L. F g m • •S I f.1��!1%lIr1�1�I�,1�I.fi,�/- Foundation Stone -Ar nwn ....tA Nt1R.Q2470,V4J4,. 8� ,hi'�". . 9P ' f„ `Ja ° CIASL E ° CLLs4LR3 ° CLAN R4 .nP5 •»•" RIGID GRAVITY PIPE TRENCH BEDDING AND BACKFILL ZONES 91 Arch Vold.ENO. Niemand Eiperar TRENCH BEDDING BEDDING CLASSES 0 Place remarder of tieddrg and oaENl materials as specified .w i nth°conoactdooments NOTE:INTERNAL INFILTRATION BARRIER IS SHOWN 1 0 Ysl6slun depth d tery 12 Rees ores spxilsd by the FOR ILLUSTRATIONDUCTS IP CLUDE:SES Rai:. 1 For additional O manufacturer APPROVED PRODUCTS INCLUDE:EXTERIOR inches of collorele between vertical edges of pipe openings. D I CHIMNEY SEAL OR MOLDED SHIELD.,•,_____,_,•g9PM 9P...CCC 09P q4 M heightpe openingsD O � ) }3zj '•;O f ALLOWABLE BEDDING CLASSES SW-601 Cash 2 12 inch minimum riser he aboe Alall O s'BVap •a °$,:a, a� is • '�'A SB �•C pPQ SPA 4�. 'I PIPEMATERIK !TORN SEWER SNOTARY SEWER �� ALgUstrrent _ .tip F 'r�7� Ring, ALTERNATE BID p� td r_ 04*bn .f2.10 04.14 FJ WA`�� MANHOLES SHALL BE og y_;1 o_� ,(.�- 7� a HOPE F-2.3 Ras..° HOPE LINED 0 ' g toQCy err may)(!.�/1•'C174r�; Pamwh,r 1-z.1J FJ Ind er 2T tlia ---•� � • �' ro ,Y.v�XSdi tyro•o•,�r•.d�Y':.,:� we F2 FJ FJ Location Station „ _ r••. .a : ;:Qa•3.Q-� ;.ta:AtiP;.i •'•.:t�•':'na.. Precast Top 401 � ''=ba" =b f .`. &;R•s°�i R: y,>,L:'�,i.21'.,; ih��n�4 I � o � CLASS F-1 Cow IBYYq rCLASS1,.r,.l CLASS F-2 CS Fa , 1"/m OD.OW*M,..I alp WI•Derclu0 alai a1IPr ■` 2 Ya•oo•e dem OR 1 DUO..Act. ` Iiy ALLOWABLE BURY DEPTH° DUCTILEr"'.10N1•pe•Ml \\''— PVC PIPE DUCTILE IRON,PAWN G151 CLASS 52 HOPE PIPE POLYPROPYLENE RPEII Jmnt Sealant(lips.) C Depth Manhole Diameter C PeeASTMOaW1 ASM ASTN A51Y AMPip• Cue F-1 Oas4 F. C1�F. Per ANSNTO Pee AMR PLAN O,a•rM FSY9 FWa F1aW D2Ba0 Dnnrla Wawa Beddp "ANT. Y291 DOM �Mer F2Ya1 Sold Wel Sepd WY „ On) SDP 25.5 SOR 2e SOR 35 so.36 Dillow Prole l • n AT AS 12 I 12 x Precast Riser • a x x --- z.. _._ a • a a a 15 r 15 2e SectionsMaximum Pipe Diameter 0 10 as m N ... 2e ___ u e a a a IS a IS a A(in�)for2 Pipes° 12 u v N' ___ z. ___ sz 10 re re a x1 r N 1. SAEE DFOR HDPE ETAIL ON DLIRAWDING — 1s r ar a --- x --- a 12 a a a pis . MANHOLE JOINT DETAIL se Separation 18 co _ IS ___ .__ ___ N 21 ___ ___ u sT a a se r a zT 60 36 24 - z1 ___ __. .._ N x N __. e as n as a r a on 77 corn° Precast Base with 72 • 42 30 • u 2r x a w r e1 2s e4 48 3e N ___ ___ ___ a• 2. 2. ___ In Riser Batson ___ 21 2r ___ .__ or .-_ ___ zo n a o s1 r se x + 96 W 42 do ___ --- -__ N N. N _IAA. z. 20 za s PO e °o xr 1.1.1 PrecastNO. REVISIONS DSGN CHKD APVD DATE c st ___ __. ___ N ..- _._ ___ x 1r n of m de --' --- --- a• N ., -- nno o 32 a ' Lowest ��•�� B r8s es -_- __. -__ x ___ 2r _-- c 21 m 4)SODAS (OIOWADOT ; 1 w.e.I• Flowline FAOOIe Pipe q C o � --- --- --- u .-- _-- ;; ;. Zr SW103 1 ;17 min.y Connection(lips.) @ SUDAS QIOWADOT Mal B a rr ROM 711LIa QYWmIDWIWI - alesr+al .4 .:?-••4 I:Q 4 •4 H 60103OI SIANDIA ROAD KM Stanley a0 ___ ___ ___ ___ ___ . ___ a.or e.�.1nr.r �wwa.�.ty1= p, .. .01 ' :a' :6•.. . . . sresF lul e`, RGO m S..A4Ys.F..14 $ - __..K.M. _.__,._.. �--. tanley Consultants INC. _.,....-4 .,...,..,.,,•......• a e„ Glaser Bedding Malarial _-i..LX Ga?iy=•J- L!67u- s N ,.v ...... - FLEXIBLE GRAVITY PIPE - 225 Iowa Avenue,Muscatine,Iowa 52761-3764 Qi TRENCH BEDDING TYPICAL SECTION CIRCULAR SANITARY SEWER MANHOLE www.stanleyconsu8ants.com _ CITY OF IOWA CITY __ SCOTT BLVD TRUNK SANITARY SEWER EXTENSION IOWA CITY,IOWA CIVIL DETAILS — SHEET 1 A A DESIGNED KKHEIM DRAWN GM REEVES SCALE: AS NOTED CHECKED KK HEIM NO.29160.01,00 REV. APPROVED KK IM C o APPROVED AiBRADY A.04 DATE DECEMBER 10,2020 0 L93 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 om.raEvcw•unANTS 11 G 0 Core drill openings at least 12 Inches from existing manhole /'—\ Joints. G 11•111111111111111111111111111 O Install flexible pipe coupler or pipe Joint on new sanitary sewer 18 to 24 inches from outside of manhole wall. r O Align elbow so discharge is directed at outlet pipe a a145 „ fi;r r ! [� } j /� O length:50 foot minimum i J iJ'•....� + .l 1 i-1 +. !1 y� degrees to manhole flow. 1 (30 foot forsingle family residential),or Flexible Pipe Connection O Reshape fillet to provide a smooth transition and to direct Length specified in the contras documents. if • — of entrance may be Increased H • • I Sow to outlet. sediment track-out occurs. I I I I✓ 1'_ .Ik OIf manhole is built new with drop-in connection,use A-LOK f 1i ➢ 3 �_ connector.If drop in connection Is attached to an existing ` manhole core hole as required to accept pipe.Install / Influent Sanitary Sewer Q O Unk-Seal,PBX-Direct drive boot or engineer approved equal water tight connector. F -� F 111411 + 18,24. +ll 1 Flexible P re Cc;r• / ,O• t� ' Pi racket. '•if.I60mIh1 ;B • �0* ��St►4,., <.. ...oil .g i.. •.:X �C erg Thicknesses specified(G min.). IYkI .V.t`' j- .• ; MINI Mk:4;f:".IN'•-f&WAIN I�r.i : A E ��0,0 M e„c,;m E caw O7 114 7+, ' L� S c _ 8'min.Class 1 m S L 12' Betiding Material ,8 :y I to-z1.0 SUDAS 9040.120 — 9 0 i — i SUDAS Standard Specifications r eNoweelalNo Internal Dro Connection for Sanitary Sewer Manhole m STABISTABILIZEDSTABILIZED1 IO tl A CI7 Y DIVISION p Figure 6010.308 CONSTRUCTION ENTRANCE D D Install parallel to Install...1-hook-at each end of an —rr..m c...n ground contour. Individual section of silt fence. Variable(20'-0"fora normal 10'-0•wide ditch.) I 0Insert 12 inches of fabric a minimum - - ----- - 0Insert 12 inches of fabric a minimum of 6 inches deep(fabric may. of 6 inches deep(fabric may be folded below the ground line). folded below the ground kne). Fp,...4p0. Post S•:: • Post Spacing ,k /4, - 0 Reduce post spacing to 5-0•at water $N� (5-0'max.) (5'-0•max.) required-S AI...: concentration areas,of n Ulred • ' t0 adequately support fence. �� fialr •2'min. r r • _ el ;04. :::i:.C.:.:•*:•:•:•*:r::!7 r Ground Line Fabric c r '' . ..:5::.:,:•:O,:........!O!:❖.!Q:.:•..MSP. r 8-0 spac^g° c r r ■ 200'-0•max.length per section h.:K::::❖:;::::::::::::::::::::::::;:;:"•-S"•" a ■ is (600•-0•if slope is natter than 5% t••SS::❖:•::,*:::❖•❖•••:i'd•••ita 24• TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES 1 :: :4ti4:J:::?�:�:i::4:i:�:{::: ::::, ��{•.; ..1 I}O TYPICAL SILT FENCE DfTCH CHECK (Plan View) * "k'••••••••••••••••'••••• sa.•Y•.'Z- I ■ it — ✓ 1t — See plans for spacing. _"" - - IFabric DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES - - NO. REVISIONS DSGN CHKD APVD DATE CD .1 -,_._--Flow B et •�1, Cable Ties Ground fine B i• .r.�;.. —74 TSleet Stanley Consultams !Nc.ton♦. .-.... Fence Post:•�•e e• .�.•�•�•4 6 4•0"min. o m .•+❖:❖ 23.44Y z�.• m 2261 Stan ev consulanis.com•Iowa 52761-3764 — , &... \ >SUDAS 14�:,- + Iz10-�z.•, www y _ X - ® iPst AL> g040,119 SU47> DAS 9040.119 CITY OF IOWA CITY ' SHee SCOTT BLVD TRUNK SANITARY SEWER EXTENSION ATTACHMENT TO POST — IOWA CITY,IOWA SUDAS Standard Specifications i SUDAS Standard Specifications n TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES -y O SILT FENCE O (Profile View) SILT FENCE CIVIL DETAILS-SHEET 2 A N K., A DESIGNED KKHEIM DRAWN GM REEVES SCALE AS NOTED h CHECKED KK HEIM NO.29160.0100 REV. o APPROVED KK HEIM OVED DEC EMBER 10,2020 A.05 0 Arl BRADY DATE r 1 t 2 f 3 f 4 i 5 1 6 f 7 1 8 1 9 1 10 Os*u.e.CONSULTANTS I 11 5 TRENCH FOR UTILITY G INSTALLATION O • 695 695 i %\%\%\%\%\Y\%\% i\%\%\%\%\Y\%\%\ Ids i Tro-p6a Bad costing Frans Notes 690 690 TILE Sloe and spacing of lugs and flange Cp 00 03 � may my. O�N O • ai ri O D N CO - T.o-place Iked coslFp rM bdt-down core 1(i 1 ro 2� IN o� m Cover Nate: t0 1m0 1, 4,5 O N C O RauryrygMsa pattern and text slue may „S o O I 8 - ci ri ci ci ri Bo1-down Caw'0 Uhkern ens corlwdd pkJdda 685 O W Of H CO O p0 685 (Tye 0) I e 1 5 5 0 REPLACE DAMAGED TILE IN 08 rn O w W W 2 DA AORDANCE WITH THIS O(Ie I Ojp9 .,./ Ot ee�,anra�dria l4edr,..°dla°nt°dier hdal�se a .-W F F _ O able egumly spaced vaM Crane. 680 0 680 i f \ 02 If spa hie Nml�tl bdt dorm trarro a d co1s �a ": - 1 with far N x o'e etalnlese steal,hex tleoq :+4 _ I reamed ap screws. Secure corer with MIN 1' OF 3-6" "--x..j�I )i screws, ere,and rubber gasket male. ila I EROSION STONE V\"Lr`- (IDOT 4130) A'\��CV ' 675 675 - WIDTH AS -r REQUIRED 1 /''`�rPA Ry S °.��\ —\ GRAVEL BACKI FILL \//.\//.\//.\//. \//.\� A I /� •_ _ 670 `-BEDIPIPE ACCORDING 670 \\X\/\�\�\�\� I► 0 1 TODE PIPEIS SW BEDDING1 sw-102 Fe' Mchor Bolt Hole Flags(1R) 5 0 E U EARTH BACKFILL PLAN E Tr 665 665 • o -80 -60 -40 -20 0 20 40 60 80 o 0 rag DAMAGED TILE Sodd28�mh- 1 1t A �>- ,, �54+?3.77) ��1h. CREEK CROSSING SECTION - 24"Hr. 35 Ti min. I SCALE= =20' WALL OR SUCH GREATER WIDTH AS MAY BE REQUIRED TO EXPOSE A MINIMUM e OF 12'OF UNDAMAGED DRAIN TILE. SEE SANITARY SEWER CREEK CROSSING ON MSA.11. D D NOTES: REPLACEMENT OF DRAINAGE TILE SHALL BE ACCOMPLISHED SO AS TO CAUSE THE MINIMUM OF DISTURBANCE TO EXISTING FIELD TILE.THE REPAIRED DRAINAGE TILE SHALL BE LEFT IN A FUNCTIONAL CONDITION WITH SPECIAL T T EMPHASIS PLACED ON MAINTAINING EXISTING FLOW LINE ELEVATIONS. j O YYA CITY CasThgs for Figure 6010.601 _ NOTES: FNae1NEEHINO ON91(Xe Sanitary Sewer Manholes DISTURBED TILE LINES SHALL BE REPAIRED AS FOLLOWS: OREPAIR WITH SCHEDULE 40 PVC PIPE OF COMPATIBLE SIZE USING A FERNCO CONNECTION. 0 MINIMUM LENGTH OF PVC PIPE SHALL BE 4 FEET.MINIMUM LENGTH OF 2 FEET ON EACH SIDE OF THE TILE LINE BREAK LOCATION. C C OTRENCH SHALL BE BACKFILLED WITH 8 INCHES LOOSE MATERIAL,COMPACTED TO 6 INCHES WITH A MINIMUM OF 95%COMPACTION OF NATURAL DENSITY. A.BACKFILL AND COMPACT AREA AROUND DRAIN TILE TO BE COMPLETED BY HAND UNTIL NEW TILE IS COMPLETELY COVERED.REMAINDER OF THE TRENCH SHALL BE BACKFILLED BY ACCEPTABLE METHODS. - B.AREA SHALL REQUIRE INSPECTION BY THE CITY OF IOWA CITY INSPECTORS PRIOR TO BACKFILLING THE SEAL HDPE LINER JOINTS r RUBBER 0-RING(TYP) - TRENCH. (TYP) , TILE LINE REPAIR GUIDELINE I FIELD LINER AT MANHOLE JOINT,(TYP)NNO. REVISIONS DSGN CHKD APVD DATE NO SCALE SEE SPECIFICATIONS B EXTERIOR BUTYL JOINT B SEALANT WRAP(TYP) HDPE MANHOLE Stanley Consultants INC. LINER 225 Iowan Avenue,Muscatine,Iowa 52761-376a www.stanleyconsultants.com CITY OF IOWA CITY SCOTT BLVD TRUNK SANITARY SEWER EXTENSION IOWA CITY,IOWA HDPE LINED MANHOLE — JOINT SEALANT DETAIL NO SCALE CIVIL DETAILS-SHEET 3 A A DESIGNED KKHEIM DRAWN GM REEVES SCALE'. AS NOTED CHECKED KK HEIM NO.2916001.00 REV. D HEIM O APPROVED M BRADY DATE DECEMBER 10,2020 A.06 0 O - L- 1 I 2 I 3 I 4 1 5 I 6 I 7 I 8 I 9 I 10 00roe00 CONSunws I 11 ve- Place fence fabric on roadway side of post.For certain curves, CHIMNEY SEALS FOR 2-PIECE CASTINGS - G stream crossings,or other locations,the Contractor has the option 10'-0' 10'-0" to place fabric on the side of the post away from the roadway. arI�_ G Top Rai Variableena "- J vx- Post 10'-0' Poet / 4wrla yyg I Top Rail Spacing 01 Fabric width es specified in the contract documents. _ Fence - 2 For fence heightsgreater than 8 feet,the depth of the fence ea.w�.sr Pull Post Pull Post g p Fabric I Post Cap Fence Fabric I post footing is 3 feet plus 3 inches for each 1 foot in height ::� � .•` "-���•� n�n O Steel Post I/ Brace Rail I / over 8 feet. ,r—r, 4�;� •� Z / �-'� j T Attach as Bottom Tension Wire I' -I O3 Instal the fence on the roadway side of the right-of-way when -3 —�€ �F��—-�� — directed. specified in the contract documents. J���` .o,se"..e a.g+ IN——`� l r Grade Ground Line I T...LIiirilk ,� — 1 • ;::' IMI• -el I+X Encasements POST INSTALLATION PULL POST INSTALLATION F F Brace Post ETERNAL SEAL INTERNAL SEAL Brace Post Brace Red 1 I/ Brace ,I / CHIMNEY SEALS FOR}PIECE CASTINGS ' I FENCE POST FOOTING DEPTH AND DIAMETER F - Rai Top R. ( gown FENCE HEIGHT _ sa....s,,,, — II _ e I \ T 4%0'and less Over 4'-0'to 8'-0' Over B'-0- . :�— —\,"-1i. em.� e.,e, :� \.► " IMNs USE IN FENCE % Y X Y % I Y i II ill II, taw*"'° Staa.w �� dr - , ,�? Ground Une and Brace Posts 0'X 3'-0' 0'X _8'11' 1-0" LNts Terminal Post* V-10' 3%0'W 1'-0' 3.-0" V-4' 2 �; �•'p sb... v''— Aa'+.xrwr aa 'Includes corner,angle,end,and pull posts. 3 E ro. � �,\\ I Trap ; O1S 1111P. '---- i,—.1 _p a t Rod .1 T 1 ,, I E F i1 `19s 4! casein a Truss Rod Property\• �IIw E7ncreen .... ' — m \ III Tightening I -,r Footing Fencing p.n., rev leash m .. Devices 1 f (] Ilhoili SUDAS QIOWADOT [-�.:,'s 70ro" 1d� •_ •_. c >SUDAS Samos a s1 m , Appre:lr----- ----- — ` I R wluN __._SWAN NIG rux SW 306 {/ a EeT,d x SHEET 1 a, } �-RO.W.Une SUDAS Standard Specificatlons , m Roadway Side iO4 i�,.ngtt • SAIArwL A...iA _ — 'I ANGLE OR CORNER POST INSTALLATION PLAN OF FENCE — CHAIN LINK FENCE -' ETERNAL SEAL NrERN11L SEAL CHIMNEY SEALS FOR -21 SANITARY SEWER MANHOLES D D Ornamental Post Top Attach at approximately Knuckled Selvedge •12"intervals. (See delad) Top Rai Top Red Clamp - -+•wpilt�;;- - - Wire tie or damp Bottom —reel••••-•-••Y'•'•�•�W� �1� spaced at Tension ♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦ Top Rai LI ♦♦♦♦♦♦♦♦♦♦♦♦♦ Poet Cap Link ♦♦♦♦♦'.�. Approx. 1- Fabric ♦♦4.i♦ Angle, ♦♦♦♦Ir Attach at 1♦4♦♦ Provide knuckled selvedge or E am' ♦♦♦♦ approximately +�♦♦♦1♦� at top and bottom g Post I'♦♦♦♦♦ 12"intervals. ♦i,♦cif of fence fabric. C •♦♦♦♦♦♦♦♦♦♦ ♦♦O i�• BOTTOMTENSIONWIRE C . ►♦♦♦♦♦ ♦♦�'♦♦ AND KNUCKLEDSELVEDGE 15' ��1,♦♦♦♦♦♦♦♦♦♦ Brace Rail ♦♦♦♦♦♦♦♦♦♦ '■�a_ T p RatClamp to top rail. —i Truss Rod—, / I / Ground WireStretcher Bar k `Fence Fabric, Truss Rod 02 m , \ \ . jn Brace Post- \ CoCnect twice to \I II fence fabric. NO. REVIS.ONS DSGN CHKD APVD DATE �I c Bottom Clamp to bottom Lock N Tension tension wire. B / Turnbuckle or Tress Rod Grouts Line I I Ground Wire Truss Rod Line Tightening Device bJ Clamp —— — Clamp ground wire- -- _ Iiio.2 Bottom Tension Wire C Concrete to ground rod. Wo .� r Encasement) GROUND ROD INSTALLATIONGround Rad Stanley Consultants INC. -GIC Approx.l" I I Ground Line _.. �� 225 Iowa Avenue,Muscatine,Iowa 62761-3764 h9i Bottorrl of b`t Top Rail BRACE POST ASSEMBLY `I.d,d„ 225Io www.stanleyconsultants.com Mu ts.com Patric _ "11'SUDAS Encasement M0U.1 U1 CITY OF IOWA CITY c SHEET:a x SCOTT BLVD TRUNK SANITARY SEWER EXTENSION Rail For every third sleeve. Sleeve provide spring-loaded IOWA CITY,IOWA i expansion type. SUMS Standard Specifications ANGLE,CORNER,OR RAIL SLEEVE ka END POST ASSEMBLY CHAIN LINK FENCE CIVIL DETAILS -SHEET 4 A w A DESIGNED KKHEIM 1"=20'r,FULL SIZE DRAWN GM REEVES SCALE AS NOTED `QA CHECKED ILK HEIM NO.29160.01.00 REV. a APPROVED KK HEIM O APPROVED JM BRADY A.07 0 DATE DECEMBER 10,2020 U 1 I 2 I 1 I 4 I 5 I 6 I 7 I 9 I 9 I 10 O,TArxE.CONSULTANTS 11 r G = G END POST 16'A'GATE WIDTH 16'-0'MAXIMUM METAL BRACE LINE POST SPACING PROVIDE SECOND METAL BRACE,CORNER [ �+^ � J ; (] i END POST ( ) U ( I� • B'LONG MIN BRACE PANEL IF MORE OR END POST t°• BRACE THAN R OR NEXT POSTMETAL BRACE �) GATE CORNER END POST 3'GALVANIZED LAG _ SCREW IN DR• ILLED HOLE j , f-, 1_1. I ——— STAPLED 3 PLACES r J 7^ �' I i ` SEE BRACE WIRE SPLICE ONE COMPLETE WRAP DETAIL THIS DWG NORMAL BRACE WIRES OF DOUBLE BRACE BRACE WIRE,4 STRANDS FENCING WIRE AROUND POST OF NO.9 WIRE(TYP) BRACE POST F IAI—ThlIll --i. __ F I I I I I 1 1 17 1 LINE POST DOUBLE(ALTERNATE 2 STEEL WIRE I I 1 FINISH GRADE 11 i 1 I POSTS&1 WOOD POST) BRACE _1.--I I I I I g I I u I I I I I I I _ I I I 1 1 I I BACKFILL WITH L L J L J L J GRANULAR MATERIAL L_J L_-I IL L—J BRACE WIRE DETAIL 1'A'DIA HOLE I I 4, NO SCALE E FENCE DETAILS AT GATE E NO SCALE SINGLE STRAND LINE POST BARBED WIRE BRACE POST / _ // SEE BRACE WIRE / DETAIL THIS DWG D ' • / • / D J I METAL BRACE �� B'LONG(MIN) I NORMAL FENCING IF LESS THAN 150' TO NEXT CORNER. • END,OR GATE POST; _ — U t� CORNER /// PROVIDE SECOND 2 METAL BRACE PANEL ���\ POST /// / IF GREATER THAN LT a T. ✓JC w -II II ... �, // //II II 'o II II �� �� // // II II II II . // / II II C I SIVF / ,`''� � I I o`P�D,e C FINISH GRADE J 41.I II II -i' -- II II SINGLE STRAND � T `I E WIRE 4 STBCRANDS OF I I I BARBED WIRE / NO.9 WIRE I I-J I BACKFILL WITH w - - — FINISH GRADE —j GRANULAR MATERIAL NO. REVISIONS DSGN CHKD APVD DATE B NOSCAFABRIC AND BARBED WIRE DETAIL LE NO6CFENCE DETAILSERTICALAT CORNER ALMENTCHANGE C B ALE NOTE FOR GREATER THAN I N USE SIMILAR DETAIL. m Stanley Consultants INC. 225 Iowa Avenue,Muscatine,Iowa 52761-3764 www.stanleyconsu0ants.com CITY OF IOWA CITY FIELDFENCE DETAILS SCOTT BLVD TRUNK SANITARY SEWER EXTENSION IOWA CITY,IOWA CIVIL DETAILS- SHEET 5 A A DESIGNED KKHEIM 1"=20'@ FULL SIZE DRAWN GM REEVES SCALE. AS NOTED ic CHECKED KK HEIM NO.29160.01.00 REV. oAPPROVED KK HEIM A.08 a APPROVED JM BRADY - O DATE DECEMBER 10,2020 U 1 1 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 os.w.0000NS.T,Nn I 11 ESTIMATED PROJECT QUANTITIES - BASE BID - BID ITEMS G SUDAS ITEM NO DESCRIPTION UNIT ESTIMATED G CODE QUANTITY 2010-108-A-0 1 TREE PROTECTION EA 3 2010-108-A-1 2 TREE REMOVAL EA - 48 3010 108 G 0 3 TRENCH FOUNDATION TON 90 • 3010-108-G-0 4 WETLAND RESTORATION LS 1 , . _ t 3010-108-H-0 5 CREEK CROSSING/STREAM CROSSING- OPEN CUT(MSA02..07.11) EA 4 3010-108-J-0 6 TRENCH DEWATERING LS 1 - 3010-108-K-0 7 TEMPORARY CREEK CROSSING LS 1 4010-108-A-1 8 SANITARY SEWER GRAVITY MAIN,TRENCHED,TRUSS TYPE PVC,8" LF 395 4010-108-A-2 9 SANITARY SEWER GRAVITY MAIN.TRENCHED,UNLINED RCP,24" LF 3946 F F 4010-108-A-3 10 SANITARY SEWER GRAVITY MAIN,TRENCHED,UNLINED RCP,30" LF 1174 4010-108-A-4 11 SANITARY SEWER GRAVITY MAIN,DIP,TRENCHED 24" LF 60 4020-108-D-1 12 REMOVE AND REPLACE STORM SEWER PIPE,12',CLASS III RCP LF 50 6010-108-A-1 13 SANITARY MANHOLE,UNLINED,5'DIAMETER EA , 18 6010-108-A-3 14 PROTECT EXISTING STORM MANHOLE,5'DIAMETER EA 1 6010-108-C-1 15 SANITARY INTERNAL DROP CONNECTION EA 1 — 6010-108-H-1 16 REMOVAL OF EXISTING MANHOLES EA 2 6010-108-H-2 17 REMOVE AND REPLACE INLET EA 1 8030-108-A-1 18 TRAFFIC CONTROL LS 1 9010-108-B-1 19 PERMANENT HYDRAULIC SEEDING,FERTILIZING,MULCHING(TYPE 1) ACRE 0.9 E 9010-108-B-2 20 PERMANENT HYDRAULIC SEEDING,FERTILIZING,MULCHING(TYPE 2) ACRE 0.7 E 9010-108-B-3 21 TEMPORARY EROSION CONTROL HYDRAULIC SEEDING,FERTILZNG,MULCHING(TYPE 5) ACRE 1.6 9040-108-A-2 22 SWPPP MANAGEMENT LS 1 9040-108-N-1 23 SILT FENCE OR SILT FENCE DITCH CHECK LF 12000 9040-108-N-3 24 SILT FENCE OR SILT FENCE DITCH CHECK REMOVAL LF 12000 _ 9040-108-0-3 25 STABLIZED CONSTRUCTION ENTRANCE CY 75 — 9040-108-V-1 26 WOOD EXCELSIOR MAT SY 230 9040-108-W-1 27 EROSION STONE(CREEK CROSSING LAYER) CY 50 9060-108-D-0 28 REMOVAL AND REPLACEMENT OF EXISTING PERMANENT CHAIN LINK FENCE LF 540 9060-108-D-1 29 REMOVAL AND REPLACEMENT OF EXISTING FENCING-PERMANENT FIELD FENCE LF 105 9060-108-F-1 30 TEMPORARY FENCE,CHAIN LINK LF 600 D 11,010-108-A 31 CONSTRUCTION SURVEY LS 1 D 11,020-108-A 32 MOBILIZATION LS 1 _ ALTERNATE#1 _ 4010-108-A-2 9 SANITARY SEWER GRAVITY MAIN,TRENCHED,UNLINED RCP,24"(DEDUCT BASE BID ITEM LF -3946 4010-108-A-3 10 SANITARY SEWER GRAVITY MAIN,TRENCHED,UNLINED RCP,30"(DEDUCT BASE BID REM LF -1174 6010-108-A-1 13 SANITARY MANHOLE,UNLINED.5'DIAMETER (DEDUCT BASE BID ITEM#13) EA -18 4010-108-A-2 9A SANITARY SEWER GRAVITY MAIN,TRENCHED,LINED RCP,24" LF 3946 4010-108-A-3 10A SANITARY SEWER GRAVITY MAIN,TRENCHED,LINED RCP,30" LF 1174 ME G 6010-108-A-1 13A SANITARY MANHOLE,LINED,5'DIATER EA 18 c NO REVISIONS OWN CHKD APVD DATE 4111121P B 8 Stanley Consultants INC 225 Iowa Avenue.Musca6no.Iowa 52/61-3764 www slsnleycdualMants corn CITY OF IOWA CITY SCOTT BLVD TRUNK SANITARY SEWER EXTENSION IOWA CITY.IOWA ESTIMATE OF PROJECT QUANTITIES A A DESIGNED KKHEIM DRAWN GM REEVES SCALE AS NOTED rc CHECKED KK HEIM NO 29180 01 00 REV p APPROVED KK HEIM g pqTEOVEO BRADY DECEMBER 10.2020 C.01 0 r 1 I 2 I 9 I 4 I 5 I 6 T 7 I 8 I 9 f tD os " «w��•.»,T 11 ESTIMATE REFERENCE NOTES I ;IU'U-108-K-U LS TEMPORARY CREEK CROSSING ITEM ITEM CODE DESCRIPTION NO UNIT A PAID I-OH ON A LUMP SUM BASIS. I I-IS I I EM SHALL INCLUDE,BU I NO I BE LM I ED 1 2010-108-A-0 EA TREE PROTECTION TO,I AROR,FOUIFMFNT,AND MATFRIAI S FOR CONTRACTOR TO FURNISH, INSTAI I , ., PAID ON A PER TREE COUNT BASS,AS COUNTED BY THE ENGINEER. ITEM INCLUDES MAINTAIN,AND REMOVE TEMPORARY CONSTRUCTION EQUIPMENT ACCESS ACROSS TEMPORARY FENCING AND WOOD CHIPS TO PROTECT TREES TO THE DRIP LINE. CREEK.GRAVEL PND AGGREGATES.CULVERTS FOR THE ENTIRE PROJECT DURATION. TEMPORARY FENCING SHALL 3E REMOVED UPON CCNSTRUCTION COMPLETION. 8 4010-108-A1 LF SANITARY SEWER GRAVITY MAIN,TRENCHED,TRUSS TYPE PVC,8" A REFER TO SUDAS SECTION 4010; 1.C8 A.1 FOR MEASUREMENT AND PAYMENT; 2.01 E.FOR TRUSS TYPE PVC;AND SECTION 4060 FOR TESTING AND INSPECTION. 2 2010-108-A-1 EA TREE REMOVAL B. TRENCH BEDDING CLASS FOR TRUSS TYPE PVC SHALL BE CLASS F-3 ACCORDING TO SUDAS FIGURE 30'0.103 USE CLASS I BEDDING MATERIAL AND PLACE TO LEVEL OF A REFER TO SUDAS SECTION 2010,3.01. 1-FOOT ABOVE PIPE.CONSOLIDATE AND COMPAC—BEDDING ACCORDING TO SECTION B. ITEM INCLUDES REMOVING TREES WITH TRUNK DIAMETER 6'OR GREATER A ALONG 3010. THE SEWER ALIGNMENT IN DIRECT CONFLICT WITH TRENCH ALIGNMENT WITHIN THE C. FINAL TRENCH BACKFILL SHAL_BE SUITABLE JOB EXCAVATED BACKFILL MATERIAL CONSTRUCTION LIMIT,OR AS DRECTED BY CITY. THE DIAMETER WILL BE CRCC or CLODS,STONES,ORGANIC AND FROZEN MATERIAL. COMPACT TO AT LEAST F CALCULAI ED BY MEASURING I EE CIRCUMFERENCE I C: I HE NEAR ES I INCH AND 9U%OF S IANUAKU PRO I'UK DEW!Y. DIVIfNNCG RY 3'4 THE CIRCLIMFFRFNC='JVII I RF MFASIJRFD AT A HEIGHT OF 18° D.USE ALL ONSTE STOCKPILED TOPSOIL AND SPREAD TO MATCH EXISTING GRADE. ABOVE TI IC GROUND. A SIN3LE TREE REMOVED IS COUNTED AS 1 TREE REMOVED. MINIMLMTHICKNESS SHALL BE 12-INCHES. STOCKPILING TOPSOIL AND REP_A.0 NG IS C. PRICE INCLUDES, BUT IS NOT LIMITED TO,ALL LABOR AND EQUIPMENT FOR INCIDENTIAL TO THIS BID ITEM- STOCKPILED TOPSOL SHALL BE FREE CF ROCK.AND REMOVAL,HAULING,DSPOSAL,STUMP REMOVAL AND 3ACKFILLING THE AREA PRIOR UNSUITABLE MATERIAL. IF MATERIAL BECOMES CONTAMINATED WITH UNSUITABLE TO TREE REMOVAL SEEK APPROVAL FROM THE CITY, MATERIAL,REPLACE WITH SUITABLE TOPSOIL MEETING REQUIREMENTS CF SECTION D. DISPOSAL OF TREES,STUMPS,BRUSH, ROOTS AND OTHER VEGETATION OFF 3010,2.03 AT CONTRACTOR'S EXPENSE. r SITE. BURNING OF VEGEGATION REMOVED WILL NOT BE PERMITTED. r1 E. FOR PROJECT TREES THAT WILL BE SAVED. EXCAVATE UNDER ROOTS.CUT NO 9 4010-108 A 2 LF SANITARY SEWER GRAVITY MAIN,TRENCHED,UNLINED RCP,24" TREE ROOTS I_ARGFR THAN 3"IV DIAMETER A REFER TO SUCAS SECTION 4010, 1.C8 A.,2.01 F FOR CLASS N UNLINED RCP WITH _ 1 RUBBER 0-RING GASKETS;AND SECTION 4060 FOR TESTING AND INSPECTION. .--= `C 7 • +., 3 3010-108-C-0 TON TRENCH FOUNDATION B. TRENCH BEDDING CLASS FOR RCP SHALL BE CLASS R-2 ACCORDING TO SODAS N E FIGURE 301C.102. USE CLASS 1 BEDDING MATERIAL AND?LACE TO SPRNGLINE OF PIPE. CONSOLIDATE AND COMPACT ACCORDING TO SECTION 301D. A S—ABILIZATION(FOUNDATION)MATERIALS MEETING REQUIREMENTS OF SUDAS C. REMAINDER OF BACKFILL(PRIMARY,SECONDARY AND FINAL)SHALL BE SUITABLE ~'•I SEA ION 3010,2.05,A OR B. - C L r r JOB EXCAVATED BACKFILL MATERIAL FREE OF CODS STONES,ORGANIC AND -'r-1 R ITFMINCI IIDFSADDITIONAI COSTS FOR EXCAVATION I)FWAT=RING RFMY�VA.I "-C CO AND DISPOSAL Of OVER EXCAVATED MATERIAL, LABOR,I IA.ULING,MATERIALS,PLACING, FROZEN MATERIAL. COMPACT TO AT LEAST 90%OF STANDARD PROTOR DENS TY. f'°~ — D.USE ALL ONSTE STOCKPILED TOPSOIL AND SPREAD TO MATCH EXISTING GRADE. t.J'1 — EQUIPMENT,AND INCIDENTALS FC'R PROVIDING AND INSTALLING ADDITIONAL MINIMLMTHICKNESS SHALL BE 12-INCHES. STOCKPILING TOPSOILAND REP-AC NG IS csO GRANULAR MATERIAL IN PLACE OF UNSUITABLE PIPE TRENCH FOUNDATION MATERIALS. INCIDENTIAL TO THIS BID ITEM. STOCKPILED TOPSOL SHALL BE FREE CF ROCK AND CITY ENGINEER MUST AUTHORIZE BID ITEM USA3E. MATERIAL USED TO CORRECT UNSUITABLE MATERIAL. IF MATERIAL BECOMES CONTAMINATED WITH UNSUITABLE UNAUTHORIZED OVER-EXCAVATION WILL NOT EE MEASURED. DOES NOT INCLUDE THE MATERIAL,REPLACE WITH SUITABLE TOPSOIL MEETING REQUIREMENTS OF SECTION NORMAL THICKNESS OF PIPE BEDDING MATERIAL. 3010,2.03 AT CONTRACTOR'S EXPENSE. ° C. PAYMENT WILL BE MEASURED USING WEIGHT TICKETS RECORDED IN TONS FOR E. PROTECTION AND REPAR OF=IELD TILE ENCOUNTERED IS INCIDENTIAL TO D MATERIAL DEL VERED AND INCORPORATED INTO THE PROJECT. SANITARY SEWER INSTALLATION. SEE DETAIL ON DRA'WING.A.06. D. QUANTITY IS PROVIDED TC ESTABLISHAUNIT PRICE. 10 4010-108-A-S LF SANITARY SEWER GRAVITY MAIN,TRENCHED,UNLINED RCP,30" E. USE AS NO I EU IN SUUAS FIGJKt iU1U.l U1. A REFER TO SUCAS SECTION 4010; 1.08 A.;2.01 F FOR CLASS N UNLINED RCP WITH 4 3010-108-G-0 LS WETLAND RESTORATION RUBBER 0-RING GASKETS;AND SECTION 4060 FOR TESTING AND INSPECTION. _ A PAID FCR ON ALUMP SUM BASS TO RESTORE WETLAND TO PRE-CONSTRUCTION R. TRENCH BEDDING CLASS FOR RCP SHALL BE CLASS R-2 ACCORDING TO SODAS CONDITIONS PER THE CONTRACT DRAWNGS. FIGURE 301 C.102. USE CLASS 1 BEDDING MATERIAL AND PLACE TO SPRINGLINE OF B. ITEMS INCLUDES BUT IS NOT LIMITED TO,STOCKPILING WETLAND TOPSOIL PIPE. CONSOLIDATE AND COMPACT ACCORDING TO SECTION 3010. SEPARA`ELY AND PLACING TOPSOIL BACK IN WETLAND MATCHING PRE- C. REMAINDER OF BACKFILL(PRIMARY,SECONDARY AND FINAL)SHALL BE SUITABLE CONSTKUC I ION CON CURING. CARE SHALL 13E IAKEN IC.)PRO I EC I I OPSOIL AND JOB EXCAVATED BACKFILL MATERIAL FREE OF C_OCS STONES,ORGANIC AND NOT ALLOW MATERIAL TO DRAIN INTO EXCAVATED PIPE TRENCH. 'WE—LAND TOPSOIL FROZEN MATERIAL. COMPACT TO AT LEAST 90%OF STANDARD PROTOR DENS TY. SHALL NOT BE STOCKPILED LONGER THAN 180 DAYS. D.USE ALL ONSTE STOCKPILED TOPSOIL AND SPREAD TO MATCH EXISTING GRADE. 5 3010-108-H-0 EA, CREEK CROSSING I STREAM CROSSING- OPEN CUT{MSA02..07.11) MINIMLMTHICKNESS SHALL BE 12-INCHES. STOCKPILING TOPSOILAND REP AC NG IS INCIDENTIAL TO THIS BID ITEM- STOCKPILED TOPSDL SHALL BE FREE OF ROCK AND A CREEK CROSSING BID ITEM INCLUDES MANAGEMENT OF CREEK WATER TO INSTALL UNSUI I ABLE MAI EKIAL. IF MAI ERIAL BECOMES CON!AMINAI EL)WI I H UNSUII ABLE SEWER,RESTORATION OF CREEK FLOW,AND MAINTAINING UPSTREAM TO MATFRIAI REP'ACF WITH SLIITAPI F TOPSOI MEETING REQUIREMENTS OF SECTION DOWNSTREAM FLOW PATH OF CREEK. 3010,2.03 AT CONTRACTOR'S EXPENSE.B. THIS BID ITEM COES NOT INCLUDE PIPE,PPE INSTALLATION,CREEK SURFACE E. PROTECTION AND REPAR OF=IELD TILE ENCOUNTERED IS INCIDENTIAL TO RES ORAI ION,EROSIONS I ONE,OR GRANULAR 13ACKI-ILL SANITARY SEWER INSTALLATION. SEE DETAIL ON DRAWING.A.06. 1,0 KEv1510N5 DSON CI-$D APVD DATE 6 30'0-108-J-0 LS TRENCH DEWATERING B e A REFER TO SUDAS SECTION 3010,3.04. B. PAID ON A LUMP SLM BASIS FOR PROJECT DEWATERING NEEDED TO STABILIZE THE Stanley Consultants INC. FIFE TRENCH. GROUNDWATER IS ANTICIPATED ALONG LENGTH OF PROJECT SITE. REFER TO SOIL BORINGS FOR GROUNDWATER DEP—I-. GROUNDWATER SHALL BE 223 Wwa Ava ue.Mes ehun.h a921G1-074J MAINTAINED ATO A MINIMUM LEVEL OF TWO FEET BELOW BOTTOM OF TRENCH EXCAVATION crrr OF IawA cm C. DEWATERING INCLUDES,BJT IS NOT LIMITED TO,ALL EQUIPMENT SUCH AS SCOT BLVD TRUNK SANITARY SEVER EXTENSI ON GENERATORS PUMPS,ROCK FOR SUMP PITS, DISCHARGE PIPING,AND ANY ovia CITY,lowA EXCAVATION NEEDED TO FACILITATE DEWATERING ACCORDING TO APPLICABLE STORIVIWATER REGULATIONS,AS APPLICABLE. ESTIMATE REFERENCE INFORMATION A SHEET 1 DCCIGHCD KKHEIU DRAWN DM RFFVFS SCALE AS EOTED CHECYED KK HEIM NO.2616001 00 RE,/ 0APPROVED KK HEM 0 APpROVED MBRAD'Y C.02 6DATE DE',EIABER 10.2020 Q 1 I 2 I ; I I s I 6 I I e I 9 I 10 aS•,.•:_,.�,.N„ I u ESTIMATE REFERENCE NOTES 7 3010-108-K-0 LS TEMPORARY CREEK CROSSING ITEM ITEM CODE DESCRIPTION NO UNIT A PAID FOR ON A LUMP SUM BASIS. THIS ITEM SHALL INCLUDE,BUT NOT BE LIMITED 1 2010-108-A-U EA TREE PROTECTION TO, LABOR, EQUIPMENT,AND MATERIALS FOR CONTRACTOR TO FURN , INSTALL, G PAID ON A PER TREE COUNT BASIS,AS COUNTED BY THE ENGINEER. ITEM INCLUDES MAINTAIN,AND REMOVE TEMPORARY CONSTRUCTION EQUIPMENT AC• SS ACROSS b 5 f['-, G TEMPORARY FENCING AND WOOD CHIPS TO PROTECT TREES TO THE DRIP LINE. CREEK,GRAVEL AND AGGREGATES,CULVERTS FOR THE ENTIRE P'•JECT DURATION. - ;` TEMPORARY FENCING SHALL BE REMOVED UPON CONSTRUCTION COMPLETION. 8 4010-108-A-1 LF SANITARY SEWER GRAVITY MAIN,TRENCHED,TRUSS TYPE P ,8" A REFER TO SUDAS SECTION 4010;1.08 Al FOR MEASUR • NT AND PAYMENT; 2.01 E. FOR TRUSS TYPE PVC;AND SECTION 4060 FOR TES 'G AND INSPECTION. zfl�'g DEC 15 PH 05 2 2010 108 A 1 EA TREE REMOVAL B. TRENCH BEDDING CLASS FOR TRUSS TYPE PVC "' L BE CLASS F-3 ACCORDING L• _ A REFER TO SUDAS SECTION 2010,3.01. TO SUDAS FIGURE 3010.103. USE CLASS I BEDD' MATERIAL AND PLACE TO LEVEL OF B. ITEM INCLUDES REMOVING TREES +ITH TRUNK DIAMETER 6"OR GREATER ALONG 1-FOOT ABOVE PIPE.CONSOLIDATE AND C.''ACT BEDDING ACCORDING TO SECTION i ; C 11_I ti i THE SEWER ALIGNMENT IN DIRECT CON - WITH TRENCH ALIGNMENT,WITHIN THE 3010. I'I V y !fly, CONSTRUCTION LIMIT,OR AS DIRECTED BY CI '. .E DIAMETER WILL BE C. FINAL TRENCH BACKFILL SHALL SUITABLE JOB EXCAVATED BACKFILL MATERIAL CALCULATED BY MEASURING THE CIRCUMFERENCE • - NEAREST INCH AND FREE OF CLODS,STONES,OR -t IC AND FROZEN MATERIAL. COMPACT TO AT LEAST F F DMDING BY 3.14. THE CIRCUMFERENCE WILL BE MEASUR • ' • HEIGHT OF 18" 90%OF STANDARD PROTO' •ENSITY. ABOVE THE GROUND. A SINGLE TREE REMOVED IS COUNTED AS 1 - REMOVED. D.USE ALL ONSITE ST•".'PILED TOPSOIL AND SPREAD TO MATCH EXISTING GRADE. C. PRICE INCLUDES,BUT IS NOT LIMITED TO,ALL LABOR AND EQUIPMEN MINIMUM THICKNES . • L BE 12-INCHES. STOCKPILING TOPSOIL AND REPLACING IS REMOVAL,HAULING,DISPOSAL,STUMP REMOVAL,AND BACKFILLING THE AREA "OR INCIDENTIAL To IS BID ITEM. STOCKPILED TOPSOIL SHALL BE FREE OF ROCK AND TO TREE REMOVAL SEEK APPROVAL FROM THE CITY. UNSUITABL- , •TERIAL. IF MATERIAL BECOMES CONTAMINATED WITH UNSUITABLE D. DISPOSAL OF TREES,STUMPS,BRUSH,ROOTS AND OTHER VEGETATION OFF MAT R . ,REPLACE WITH SUITABLE TOPSOIL MEETING REQUIREMENTS OF SECTION — SITE. BURNING OF VEGEGATION REMOVED WILL NOT BE PERMITTED. 3' 5, .03 AT CONTRACTOR'S EXPENSE. E. FOR PROJECT TREES THAT WILL BE SAVED. EXCAVATE UNDER ROOTS.CUT NO TREE ROOTS LARGER THAN 3"IN DIAMETER. 4010-108-A-2 L. SANITARY SEWER GRAVITY MAIN,TRENCHED,UNLINED RCP,24" A REFER TO SUDAS SECTION 4010;1.08 A;2.01 F FOR CLASS IV UNLINED RCP WITH E 3 3010-108-C-0 TON TRENCH FOUNDATION RUBBER 0-RING GASKETS;AND SECTION 4060 FOR TESTING AND INSPECTION. E B. TRENCH BEDDING CLASS FOR RCP SHALL BE CLASS R-2 ACCORDING TO SUDAS A STABILIZATION(FOUNDATION)MATERIALS MEETING REQUIREMENTS OF SUDAS FIGURE 3010.102. USE CLASS 1 BEDDING MATERIAL AND PLACE TO SPRINGLINE OF SECTION 3010,2.05,AOR B. , PIPE. CONSOLIDATE AND COMPACT ACCORDING TO SECTION 3010. B. ITEM INCLUDES ADDITIONAL COSTS FOR EXCAVATION,DEWATERING,REMOVAL C. REMAINDER OF BACKFILL(PRIMARY,SECONDARY AND FINAL)SHALL BE SUITABLE _ AND DISPOSAL OF OVEREXCAVATED MATERIAL,LABOR,HAULING,MATERIALS,PLACING, .••B EXCAVATED BACKFILL MATERIAL FREE OF CLODS,STONES,ORGANIC AND _ EQUIPMENT,AND INCIDENTALS FOR PROVIDING AND INSTALLING ADDITIONAL FR► EN MATERIAL. COMPACT TO AT LEAST 90%OF STANDARD PROTOR DENSITY. GRANULAR MATERIAL IN PLACE OF UNSUITABLE PIPE TRENCH FOUNDATION MATERIALS. D. US • L ONSITE STOCKPILED TOPSOIL AND SPREAD TO MATCH EXISTING GRADE. CITY ENGINEER MUST AUTHORIZE BID ITEM USAGE. MATERIAL USED TO CORRECT MINIMUM KNESS SHALL BE 12-INCHES. STOCKPILING TOPSOIL AND REPLACING IS UNAUTHORIZED OVER-EXCAVATION WILL NOT BE MEASURED. DOES NOT INCLUDE THE INCIDENTIAL ` THIS BID ITEM. STOCKPILED TOPSOIL SHALL BE FREE OF ROCK AND NORMAL THICKNESS OF PIPE BEDDING MATERIAL. UNSUITABLE MA 'IAL. IF MATERIAL BECOMES CONTAMINATED WITH UNSUITABLE o C. PAYMENT WILL BE MEASURED USING WEIGHT TICKETS RECORDED IN TONS FOR MATERIAL,REPLAC ' ITN SUITABLE TOPSOIL MEETING REQUIREMENTS OF SECTION D MATERIAL DELIVERED AND INCORPORATED INTO THE PROJECT. 3010,2.03 AT CONTRAC "'S EXPENSE. D. QUANTITY IS PROVIDED TO ESTABLISHAUNIT PRICE. E. USE AS NOTED IN SUDAS FIGURE 3010.101. 10 4010-108-A-3 LF SANITARY SEWER GRAVITY M• ' TRENCHED,UNLINED RCP,30" 4 3010-108-G-0 LS WETLAND RESTORATION A REFER TO SUDAS SECTION 40 6 .08 A;2.01 F FOR CLASS IV UNLINED RCP WITH A PAID FOR ON A LUMP SUM BASIS TO RESTORE WETLAND TO PRE-CONST? CTION RUBBER 0-RING GASKETS;AND SEC 4060 FOR TESTING AND INSPECTION. — B. TRENCH BEDDING CLASS FOR RCP S r L BE CLASS R-2 ACCORDING TO SUDAS CONDITIONS PER THE CONTRACT DRAWINGS. FIGURE 3010.102. USE CLASS 1 BEDDING MA . -IAL AND PLACE TO SPRINGLINE OF B. ITEMS INCLUDES BUT IS NOT LIMITED TO,STOCKPILING WETLAND T•' OIL PIPE. CONSOLIDATE AND COMPACT ACCORDING. 0 SECTION 3010. SEPARATELY AND PLACING TOPSOIL BACK IN WETLAND MATCHING P' - C. REMAINDER OF BACKFILL(PRIMARY,SECOND ' D FINAL)SHALL BE SUITABLE CONSTRUCTION CONTOURING. CARE SHALL BE TAKEN TO PROT ' TOPSOIL AND JOB EXCAVATED BACKFILL MATERIAL FREE OF CLODS, ONES,ORGANIC AND c C NOT ALLOW MATERIAL TO DRAIN INTO EXCAVATED PIPE TRENC.. WETLAND TOPSOIL FROZEN MATERIAL. COMPACT TO AT LEAST 90%OF STAND CD PROTOR DENSITY. SHALL NOT BE STOCKPILED LONGER THAN 180 DAYS. D.USE ALL ONSITE STOCKPILED TOPSOIL AND SPREAD TO MA H EXISTING GRADE. 5 3010 108 H 0 EA CREEK CROSSING!STREAM CROSSING- OPEN CUT(M 02..07.11) MINIMUM THICKNESS SHALL BE 12-INCHES. STOCKPILING TOPSOIL ,D REPLACING IS A CREEK CROSSING BID ITEM INCLUDES MANAGEMENT •F CREEK WATER TO INSTALL INCIDENTIAL TO THIS BID ITEM. STOCKPILED TOPSOIL SHALL BE FRE ROCK AND SEWER,RESTORATION OF CREEK FLOW,AND MAINT 1 ING UPSTREAM TO UNSUITABLE MATERIAL. IF MATERIAL BECOMES CONTAMINATED WITH UNS ABLE — DOWNSTREAM FLOW PATH OF CREEK. _ MATERIAL,REPLACE WITH SUITABLE TOPSOIL MEETING REQUIREMENTS OF SECTION - B. THIS BID ITEM DOES NOT INCLUDE PIPE,PIPE INSTALLATION,CREEK SURFACE 3010,2.03 AT CONTRACTOR'S EXPENSE. RESTORATION,EROSION STONE,OR GRANULAR BACKFILL. NO. REVISIONS DSGN CHKD APVD DATE 6 3010-108-J-0 LS TRENCH DEWATERING B c B A REFER TO SUDAS SECTION 3010,3.04. B. PAID ON A LUMP SUM BASIS FOR PROJECT DEWATERING NEEDED TO STABILIZE THE PIPE TRENCH. GROUNDWATER IS ANTICIPATED ALONG LENGTH OF PROJECT SITE. Stanley Consultants INC. REFER TO SOIL BORINGS FOR GROUNDWATER DEPTH. GROUNDWATER SHALL BE 225 Iowa Avenue.Muscatine,Iowa 52761-3764 MAINTAINED A TO A MINIMUM LEVEL OF TWO FEET BELOW BOTTOM OF TRENCH www.stanleyconsultants.com — EXCAVATION. CITY OF IOWA CITY — C.DEWATERING INCLUDES,BUT IS NOT LIMITED TO,ALL EQUIPMENT SUCH AS SCOTT BLVD TRUNK SANITARY SEWER EXTENSION IOWA CITY.IOWA GENERATORS,PUMPS,ROCK FOR SUMP PITS, DISCHARGE PIPING,AND ANY EXCAVATION NEEDED TO FACILITATE DEWATERING ACCORDING TO APPLICABLE STORMVVATER REGULATIONS,AS APPLICABLE. ESTIMATE REFERENCE INFORMATION A SHEET 1 A DESIGNED KKHEIM DRAWN GM REEVES SCALE. AS NOTED „'4 CHECKED KK HEIM NO.29160.01.00 REV. 'CI APPROVED M BRADY DATE DECEMBER 10,2020 C.02 0 O 1 I 2 3 4 5 I 6 I 7 6 9 ,w urw.10 Os. Evcoxsrs I 11 1 ESTIMATE REFERENCE NOTES 18 8030-108-A-1 LS TRAFFIC CONTROL ITEM ITEM CODE DESCRIPTION A REFER TO SUDAS SECTION 8030,1.08,A;PART 2;PART 3. NO UNIT B. SEE TRAFFIC CONTROL DRAWINGS FOR TEMPORARY TRAFFIC CONTROL 11 4010-108-A-4 LF SANITARY SEWER GRAVITY MAIN,DIP,TRENCHED 24" REQUIREMENTS. G A REFER TO SUDAS SECTION 4010; 1.08A;2.01 G FOR CERAMIC EPDXY LINED DIP C. ITEM INCLUDES BUT NOT LIMITED TO ALL COSTS FOR PROVIDING,INSTALL, r G THICKNESS CLASS 52 WITH MECHANICAL JOINTS. REFER TO SECTION 4060 FOR RELOCATE,MAINTAIN,AND REMOVE TRAFFIC CONTROL,INCLUDING SAFETY _ i I fr I TESTING. CLOSURES. TRAFFIC CONTROL SCHEMES AND DEVICES SHALL BE IN ACCORDANCE B. USE FOR CREEK CROSSING ON DRAWING MSA11. WITH IOWA DOT AND MUTCD STANDARDS AS DESCRIBED ON DRAWINGS AND COSTS ��� C. TRENCH BEDDING CLASS FOR DIP SHALL BE CLASS F-3 ACCORDING TO SUDAS SHALL INCLUDE SIGNS,BARRICADES,SAFETY FENCE,WARNING LIGHTS,CHANNELIZING 232.1 P?'r' !v �'i �. Q. — FIGURE 3010.103.USE CLASS I BEDDING MATERIAL AND PLACE TO 1-FOOT ABOVE PIPE. DEVICES,DRUMS,SEQUENCING ARROWS,VERTICAL PANELS,SIGNAL COVERS, t1 _ D. BACKFILL REMAINING TRENCH ACCORDING TO CREEK CROSSING SECTION. TEMPORARY STOP SIGNS AND OTHER REQUIRED APPURTENANCES. TRAFFIC EROSION STONE IS PAID FOR SEPARATELY. CONTROL AT ALL OTHER LOCATIONS IS CONSIDERED INCIDENTAL. ALL DEVIATIONS ,( '� _is FROM TRAFFIC CONTROL PLANS MUST BE APPROVED BY THE CITY. ' [,1 t `f I,;.'.• E. GRANULAR BACKFILL AT CREEK CROSSING SHALL BE CLASS A ROAD STONE(IDOT '' , I -i GRADATION#11). BACKFILL AT CREEK CROSSING ACCORDING TO DETAIL ON A06. F COMPACT TO AT LEAST 50%RELATIVE DENSITY.THIS GRANULAR BACKFILL IS 19 9010-108-B-1 ACRE PERMANENT HYDRAULIC SEEDING,FERTILIZING,MULCHING(TYPE 1) F INCIDENTIAL TO SEWER INSTALLATION. A REFER TO SUDAS SECTION 9010,1.08,B;2.01;2.02,A;2.03;2.04;2.06;2.07,B;PART 3. B. SEED AREAS DISTURBED BY CONSTRUCTION. SEEDING AREAS USED IN QUANTITY ESTIMATE ARE ESTIMATED BASED ON GRASS AREAS SHOWN ON AERIAL PHOTO AND 12 4020 108 D 1 LF REMOVE AND REPLACE STORM SEWER PIPE,12",CLASS III RCP LABELED AS TYPE 1 MIX ON PLANS. DO NOT DISTURB AREAS OUTSIDE OF PROJECT LIMITS. AREAS DAMAGED OUTSIDE OF CONSTRUCTION LIMITS SHALL BE REPAIRED AT — A REFER TO DRAWING MSA11. CONTRACTOR'S EXPENSE. — B. REMOVE AND REPLACE EXISTING STORM SEWER TO FACILITATE SANITARY SEWER C. ITEM INCLUDES,BUT IS NOT LIMITED TO THOSE ITEMS LISTED IN SUDAS PLUS ALL CONSTRUCTION. NEW MATERIALS SHALL MEET THE REQUIREMENTS OF SECTION MAINTENANCE,EROSION CONTROL MEASURES,WATERING,MAINTENANCE MOWING 4020,2.01,A UNTIL ACCEPTED BY CITY,CLEAN-UP,RESEEDING NECESSARY UNTIL SEEDING IS C. CONNECTION BETWEEN EXISTING AND NEW PIPE SHALL BE MADE WITH FERNCO ESTABLISHED,AND INCIDENTALS FOR RE-ESTABLISHING LAWNS AND GRASS AREAS. E COUPLING SERIES 1000 OR 5000 STRONG BACK RC. 20 9010-108-B-2 ACRE PERMANENT HYDRAULIC SEEDING,FERTILIZING,MULCHING(TYPE 2) E A REFER TO SUDAS SECTION 9010, 1.08,B;2.01;2.02,B; 2.04;2.06;2.07,B;PART 3. 13 6010-108-A-1 EA SANITARY MANHOLE,UNLINED,5'DIAMETER B. SEED AREAS DISTURBED BY CONSTRUCTION. SEEDING AREAS USED IN QUANTITY A REFER TO SUDAS SECTION 6010 AND IOWACITY SUPPLEMENT FOR REVISED ESTIMATE ARE ESTIMATED BASED ON VEGETATED AREAS SHOWN ON AERIAL PHOTO SPECIFICATION AND MEASUREMENT AND PAYMENT REQUIREMENTS. AND LABELED AS TYPE 2 MIXON PLANS. DO NOT DISTURB AREAS OUTSIDE OF — B. PRECAST RISER SECTIONS SHALL BE RUBBER 0-RING FLEXIBLE JOINT,COMPLYING PROJECT LIMITS. AREAS DAMAGED OUTSIDE OF CONSTRUCTION LIMITS SHALL BE — WITH ASTM C 442. PROFILE GASKET FLEXIBLE JOINTS ARE NOT ALLOWED ON REPAIRED AT CONTRACTOR'S EXPENSE. SANITARY SEWERS. C. ITEM INCLUDES,BUT IS NOT LIMITED TO THOSE ITEMS LISTED IN SUDAS PLUS ALL C. PIPE CONNECTIONS TO MANHOLES SHALL BE FLEXIBLE,WATERTIGHT SEAL MAINTENANCE,EROSION CONTROL MEASURES,WATERING,MAINTENANCE UNTIL ACCORDING TO IOWA CITY SUPPLEMENTAL. ACCEPTED BY CITY,CLEAN-UP,RESEEDING NECESSARY UNTIL SEEDING IS D D. MANHOLE CASTINGS SHALL INCLUDE IOWA CITY LOGO ACCORDING TO IOWA CITY ESTABLISHED,AND INCIDENTALS FOR RE-ESTABLISHING GRASSED AREAS.TYPE 2 MIX D FIGURE 6010.601 AS SHOWN ON DRAWING A06. DOES NOT REQUIRE MOWING AND LOW FERTILIZER REQUIREMENTS. E. ALL SANITARY MANHOLES SHALL HAVE EXTERIOR CHIMNEY SEAL OR MOLDED SHIELD AS AN INFILTRATION BARRIER. 21 9010-108-B-3 ACRE TEMPORARY EROSION CONTROL HYDRAULIC SEEDING,FERTILIZING,MULCHING F. ALL SANITARY MANHOLES JOINTS SHALL INCLUDE AN EXTERIOR BUTYL SEALANT (TYPE 5) — WRAP A REFER TO SUDAS SECTION 9010 1.08,B,2.01,2.02 E;2.03;2.04;2.06;2.07,B;PART 3. — G. REFER TO DRAWINGS MSA13 FOR MANHOLE SUMMARY TABLE. B. TEMPORARY SEEDING SHALL BE INSTALLED ON ALL AREAS DISTURBED BY CONSTRUCTION THAT WILL NOT BE DISTURBED AGAIN FOR 14 DAYS OR MORE. C.ITEM INCLUDES,BUT IS NOT LIMITED TO THOSE ITEMS LISTED IN SUDAS PLUS ALL 14 6010-108-A-3 EA PROTECT EXISTING STORM MANHOLE, 5'DIAMETER MAINTAINACE ACTIVITY TO MAINTAIN TEMPORARY SEEDING UNTIL PERMANENT SEEDING A REFER DRAWING MSA11. PROTECT EXISTING MANHOLE. IF MANHOLE IS NOT IS INSTALLED. PAYMENT IS AN AREA BASIS FOR EACH AREA ONCE AS AUTHORIZED BY G PROTECTED,REPLACE WITH NEW MANHOLE TO MATCH EXISTING IN ACCORDANCE CITY. C WITH SUDAS AND IOWA CITY REQUIREMENTS FOR STORM MANHOLES REFER TO 22 9040-108-A-2 LS SWPPP MANAGEMENT SECTION 6010. MANHOLE REPLACEMENT IS INCIDENTAL TO THIS BID ITEM. 15 6010-108-C-1 EA SANITARY INTERNAL DROP CONNECTION A REFER TO SUDAS SECTION 9040, 1.07, 1.08,A 2.,3.02,AND 3.03. _ A REFER TO SUDAS SECTION 6010,2.16A,3.06 AND IOWACITY DETAIL FIGURE B. ITEM INCLUDES THOSE LISTED IN SUDAS PLUS 6010.308 ON DRAWING A05 FOR INTERNAL DROP CONNECTION REQUIREMENTS. CONTRACTOR/INSTALLER/INSPECTOR TRAINING. . ._- — — B. PAYMENT SHALL BE IN ACCORANCE WITH 6010, 108.C.1. C. FILING OF NPDES GENERAL PERMIT NO.2 APPLICATION,FEES,PUBLIC NOTICES, AND NOTICE OF INTENT WILL BE PERFORMED BY ENGINEERING CONSULTANT AND/OR 16 6010-108-H-1 EA REMOVAL OF EXISTING MANHOLES "o. REVISIONS DSGN CHKD APVD DATE CITY PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR WILL SIGN ON AS A CO- A REFER TO SUDAS SECTION 6010, 1.08,H; 3.07 AND IOWACITY SUPPLEMENTAL FOR PERMITTEE. e REVISED MEASUREMENT AND PAYMENT. lithh23 9040-108 N-1 LF SILT FENCE OR SILT FENCE DITCH CHECK B B. SEE DRAWING MSA12 FOR REMOVAL OF EXISTING MANHOLE NEAR SCHOOL. A REFER TO SUDAS SECTION 9040,2.13,3.18;AND FIGURE 9040.119. to MANHOLE SHALL BE REMOVED IN ITS ENTIRETY. B. ITEM INCLUDES COST OF LABOR,MATERIALS AND EQUIPMENT FOR FURNISHING, Stanley Consultants INC. HANDLING AND INSTALLING SILT FENCE,POSTS AND ACCESSORIES REQUIRED FOR A 17 6010-108-4-2 EA REMOVE AND REPLACE INLET COMPLETE INSTALLATION TO REDUCE EROSION AND CONTAIN SEDIMENTATION 225 Iowa Avenue,Muscatine,Iowa 52761-3764 _ RESULTING FROM CONSTRUCTION. INCLUDES REQUIRED MAINTENANCE ANDw.stanleyconsultan s.wm — REPLACEMENT AS REQUIRED. CITY OFIOWACITY A REFER TO DRAWING MSA12.REPLACE EXISTING INLET WITH NEW TO MATCH SCOTT BLVD TRUNK SANITARY SEWER EXTENSION EXISTING(SW-401). INSTALL IN ACCORANCE WITH SUDAS AND IOWA CITY 24 9040-108-N-3 LF SILT FENCE OR SILT FENCE DITCH CHECK REMOVAL IOWA CITY,IOWA REQUIREMENTS FOR STORM INLETS REFER TO SECTION 6010. A REFER TO SUDAS SECTION 9040,1.08 N.3 AND 3.18. B. BID ITEM INCLUDES ONE SECTION OF PIPING BEYOND INLET EACH DIRECTION TO B. ITEM INCLUDES THOSE LISTED IN SUDAS. ESTIMATE REFERENCE INFORMATION A CONNECT TO EXISTING PIPE. SHEET 2 A DESIGNED KKHEIM DRAWN GM REEVES SCALE. AS NOTED IC CHECKED KK HEIM NO.29160.01.00 REV. p APPROVED KK HEIM C APPROVED JM BRADY C.03 0 DATE DECEMBER 10,2020 1 I 2 I 3 I 4 I 5 I 6 I 7 -I 8 I 9 I 10 Os.,we.CONSULTANTS I 11 ESTIMATE REFERENCE NOTES ESTIMATE REFERENCE NOTES ITEM ITEM CODE DESCRIPTION ITEM ITEM CODE DESCRIPTION NO UNIT NO UNIT 25 9040-108-0-3 CY STABLIZED CONSTRUCTION ENTRANCE OA 4010-108-A-2 LF SANITARY SEWER GRAVITY MAIN,TRENCHED,LINED RCP,24" L A. REFER TO SUDAS SECTION 9040;2.14 FOR ENTRANCE STONE AND 3.19 FOR A THIS BID ITEM ONLY APPLIES TO BID ALTERNATE FOR HDPE LINED SANITARY SEWER INSTALLATION. PIPE. B. REFER TO SPECIFICATION SECTION 33 31 19-13 FOR HOPE PIPE LINER AND JOINT B. REFER TO FIGURE 9040.120 FOR TYPICAL AND DRAWINGS IVSA-12 AND CE.04=OR CONVECTOR.ALL OTHER REQUIREMENTS FOR RCP SANITARY SEWER N SUDAS ANC APPLICATION. IOWA CITY SUPPLEMENTAL APPLY. - C. ITEM INCLUDES ALL COST OF LABOR,MATERIALS AND EQUIPMENT FOR COMPLETE C. REFER TO SODAS SECT ON 4010; 1.08 A;2.C1 F=OR CLASS IV RCP WITH RUEB-R 0- - CONSTRUCTION AND MAINTENANCE OF STABILIZED CONSTRUCTION ENTRANCE. RING GASKETS;AND SEC-ION 4060 FOR TESTING AND NSPECTION. INCLUDES SUBGRADE PREPARATION,AGGREGATE MATERIAL,TEMPORARY DRAINAGE D. TRENCH BEDDING CLASS FOR RCP SHALL BE CLASS R-2 ACCORDING TO SUDAS CULVERTS, MAINTENANCE THROUGH CONSTRUCTION,MATERIAL REPLACEMENT AS FIGURE 301C.102. USE CLASS 1 BEDDING MATERIAL AND PLACE TO SPRINGLINE OF NEEDED AND REMOVAL_FOLLOWING COMPLETION OF PROJECT PIPE. CONSOLIDATE AND COMPACT ACCORDING TO SECTION 3010. P E. REMAINDER OF BACKFILL(PRIMARY,SECONDARY AND FINAL)SHALL BE SUTABLE 20 9040-108-V-1 SY WOOD EXCELSIOR MAT JOB EXCAVATED BACKFILL MATERIAL FREE OF C_OCS STONES,ORGANIC AND F A QUANTIFY IS PROVIDED TO ESTABLISH AUNT PRICE. FROZEN MATERIAL. COMPACT TO AT LEAST 90%OF STANDARD PROTOR DENS TY. B. 11SE ON SLOPES OR AREAS THAT REQUIRE PROTECTION FROM SURFACE WATER F. USE ALL ONSITE STOCKPILED TOPSOL AND SPREAD TO MATCH EXISTING GRADE. PRIOR TO ESTABUSHMENT OF SEEDING. MINIMLM THICKNESS SHALL BE 12-INCHES. STOCKPILING TOPSOILAND REPLA.CNG IS INCIDENTIAL TO THIS BID ITEM STOCKPILED TOPSOIL SHALL BE FREE CF ROCK AND C. REFER TO OWADOT SECTION 416910 C.1 AND B.1 FOR REQUIREMENTS. REFER UNSUITABLE MATERIAL. IF MATERIAL BECOMES CONTAMINATED WITH UNSUITABLE - TO EC-103 FOR DETAIL. MATERIAL,REPLACE WITH SUITABLE TOPSOIL MEETING REQUIREMENTS OF SECTION D. ITEM INCLUDES, BUT IS NOT LIMITED TO,EXCAVATION,STAPLES,ANCHORING.AND 3010,2.03 AT CONTRACTOR'S EXPENSE. MATERIAL FOR ANCHORING,AND MAINTENANCE. NO PAYMENT WILL BE MADE FOR G. PROTECTION AND REPAIR OF FIELD TILE ENCOUNTERED IS INC IDENTIAL TO OVERLAP. SANITARY SEWER INSTALLATION. SEE DETAIL ON DRAWING ADO. -a E 27 9040-108-W-1 CY EROSION STONE(CREEK CROSSING LAYER) 10A 4010-108-A73 LF SANITARY SEWER GRAVITY MAIN.TRENCHED,LINED RCP,30" A. THIS BID ITEM ONLY APPLIES TO BID ALTERNATE FOR HDPE LINED SANITARY SEWER t'"'' E A REFER TO CREEK CROSSING DETAIL ON A.06 AND MSA11. PIPE. 1., B. EROSION STONE AGGREGATE SHALL MEET THE REQUIREMENTS OF IDOT 4130.04 B. REFER TO SPECIFICATION SECTION 33 31 19-13 FOR HOPE PIPE LINER AND JOINT - 1.,3 THRU.05 FOR 3-INCH TO 6-INCH EROSION STONE. CONNECTOR.ALL OTHER REQUIREMENTS FOR RCP SANITARY SEWER 'N SUDAS ANC ---1 f .P ,- IOWA CITY SUPPLEMENTAL APPLY. - C. ITEM INCLUDES;BUT IS NOT LMITED TO,MATERIAL AND LABOR TO FURNISH AND - C. REFER TO SUDAS SECT ON 4010; 1.08 A;2.C1 F=OR CLASS NUNLINED RCP WITH ..1 p* - PLACE THE STONE. RURRFR 0-RING GASKETS;AND SECTION 4060 FOR TESTING AND INSPECTION. �.v 23 9060-108-D-0 LF REMOVAL AND REPLACEMENT OF EXISTING PERMANENT CHAIN LINK FENCE D. TRENCH BEDDING CLASS FOR RCP SHALL BE CLASS R-2 ACCORDING TO SUDAS ...a A REFER TO SUDAS SECTION 9060 AND 1.08 D. FIGURE 301C.102. USE CLASS 1 BEDDING MATERIAL AND PLACE TO SPRINGLINE OF n B. REPLACE PERMANENT CI IAIN LINK FENCE LOCATED NEAR SCHOOL IF DISTURBED. PIPE. CONSOLIDATE AND COMPACT ACCORDING TO SECTION 3010. E. REMAINDER OF BACKFILL(PRIMARY,SECONDARY AND FINAL)SHALL BE SUTABLE D MATCH EXISTING.EXISTING FENCE HEIGHT IS 5-FEET TALL. ANY DAMAGED ARTS JOB EXCAVATED BACKFILL MATERIAL FREE OF C_OCS STONES,ORGANIC AND c SHALL BE REPAIRED OR REPLACED. FROZEN MATERIAL. COMPACT TO AT LEAST 90%OF STANDARD PROTOR DENS T(. C. SEE DRAWING MSA11 AND.12 FOR LOCATION. F. USE ALL ONSITE STOCKPILED TOPSOIL AND SPREAD TO MATCH EXISTING GRADE. D. REPLACEMENT TO INCLUDE EXIST NG GATE LOCATED ON MSA`1. MATCH EXISTING MINIMLM THICKNESS SFLALL DE 12-INCHES. STOCKPILING TOPSOIL AND REP:-AG NG IS GATE CONFIGURATION. INCIDENI IAL I 0 I HIS BID II EM. S IOCKPILhU I OPSOL SHALL BE FREE CI-ROCK AND UNSUITABLE MATERIAL. IF MATERIAL BECOMES CONTAMINATED WITH UNSUITABLE _ 29 9060-108-D-1 LF REMOVAL AND REPLACEMENT OF EXISTING FENCING-PERMANENT FIELD FENCE MATERIAL,REPLACE WITH SUITABLE TOPSOIL MEETING REQUIREMENTS OF SECTION A REFER TO SUDAS SECTION 9060 AND 3.02 FOR REQUIREMENTS. 3010,2.03 AT CONTRACTOR'S EXPENSE. B. REFER TO 1.08 D FOR PAYMENT AND ITEM REQUIREMENTS G. PROTECTION AND REPAIR OF FIELD TILE ENCOUNTERED IS NCIDENTIAL TO C. REPLACE PERMANENT FELD FENCING IF DISTJRBED. MATCH EXISTING TYPE. ANY SANITARY SEWER INSTALLATION. SEE DETAIL ON DRAWING A.M. DAMAGED PARTS SHALL BE REPAIRED OR REPLACED. 13A 6010-108-A-1 EA SANITARY MANHOLE,LINED,5'DIAMETER c A THIS BID ITEM ONLY APPLIES TO BID ALTERNATE FOR HDPE LINED SANITARY 30 9060-108-F-1 LF TEMPORARY FENCE,CHAIN LINK MANHOLES. A.REFER TO SUDAS SECTION 9060 AND 3.03 FOR REQUIREMENTS. B. REFER TO SPECIFICATION SECTION 33 31 19-13 FOR HOPE LINING,JOINT TREATMENT.AND CONCRETE BENCH/FILLET TREATMENT-. B. REFER TO 1.06 F.FOR PAYMENT AND ITEM REQUIREMENTS. C. ALL OTHER MANHOLE REQUIREMENTS IN SUDAS SECTION 6010 AND IOWA CITY C. INSTALL TEMPORARY CHAINLINK FENCE BETWEEN CONSTRUCTION AREA AND SUPPLEMENT FOR REVISED SPECIFICATION AND MIEASUREMENT AND PAYMENT - SCHOOL FENCE SHALL BE 5'TALL. REQUIREMEN I S APPLY. - D. PRECAST RISER S=CTIONS BHA I RF RUBBER 0-RING Fl FXIRI F JOINT,COMPI YIN NO REVISIONS MGR CFtiD ARV) DATE 31 11,010 108 A LS CONSTRUCTION SURVEY WITH ASTM C 442. PROFILE CASKET FLEXIBLE JOINTS ARE NOT ALLOWED ON A REFER TO SUDAS SECTION 11,010 AND 1.08 A SANITARY SEWERS. B B. LUMP SUM PRICE INCLUDES,BUT IS NOT LIMITED TO,ALL SURVEY AND STAKING ACCORDING PIPE CONNECTIONS TO MANHOLES SHALL BE FLEXIBLE,WATERTIGHT SEAL B ACCORDING TO IOWA CITY SUPPLEMENTAL. NEEDED TO PERFORM THE PROJECT, STAKNG AND MARKING THE CONSTRUCTION F. MANHOLE CASTINGS SHALL INCLUDE IOWA CITYLOGO ACCORDING TO IOWACITY Stanley Consultants Inc. TEMPORARY EASEMENT UMITS,COST OF RESETTING PROJECT CONTROL POINTS,RE- FIGURE 601 C.601 AS SHOWN ON DRAWING A06. 32 11,020-108-A LS MOBILIZATION C. ALL SANITARY MANHOLES SHALL HAVE EXTER OR CHIMNEY SEAL OR MOLDED 22C IoN.9 AmoNia.Mosu4iw.kr.a52761J144 A REFER TO SUDAS SECTION 11,020. SI IICLD AS AN INFILTRATION D.ARRIER ,.+w sOrAmicwwuRam com B. REFER TO 1.08 A FOR FOR PAYMENT AND ITEM REQUIREMENTS. H. ALL SANITARY MPNHOLES JOINTS SI-ALL INCLUDE CLUDE AN EXTERIOR BUTYL SEALANT CITY OF IOWA C WRAP SCOT BLVD TRUNK SANITARY SEVIER EXTENSDDN I. REFER-C DRAWINGS MSA13 FOR MANHOLE SUMMARY TABLE. OWACIT•'.IOW ESTIMATE REFERENCE INFORMATION A SHEET 3 A DEDIGNCD KKHEI'A DRAWN ,AI RFFVFS SCALE AS NOTED F CHECKED KKHEIM NO 201600100 REV 0 9 APPROVED] AI BRADY C.04 0 cS DATE DECEMBER 10.20e0 I I 2 I 3 I 4 I 5 F 6 I 7 I 6 I 9 I ESTIMATE REFERENCE NOTES ESTIMATE REFERENCE NOTES ITEM ITEM CODE DESCRIPTION ITEM I ITEM CODE I 1DESCRIPTION NO UNIT NO UNIT 25 9040-108-0-3 CY STABLIZED CONSTRUCTION ENTRANCE G 9A 4010-108-A-2 LF SANITARY SEWER GRAVITY MAIN,TRENCHED,LINED RCP,24" , If' G A REFER TO SUDAS SECTION 9040;2.14 FOR ENTRANCE STONE AND 3.19 FOR A. THIS BID ITEM ONLY APPLIES TO BID ALTERNATE FOR HDPE LINED SANITARY SE R L INSTALLATION. PIPE. B. REFER TO FIGURE 9040.120 FOR TYPICAL AND DRAWINGS MSA12 AND CE.04 FOR B. REFER TO SPECIFICATION SECTION 33 31 19-13 FOR HDPE PIPE LINER JOINT t t•t �?r�+ APPLICATION. IOWACITYSUPPLEMENTACONNECTOR.ALL OTHER RAPPLREMENTSFORRCPSANITARYSEWE: SUDAS AND 15 f'-/ I. n C. ITEM INCLUDES ALL COST OF •:•',MATERIALS AND EQUIPMENT FOR COMPLETE C. REFER TO SUDAS SECTION 4010; 1.08 A;2.01 F FOR CLASS i 'CP WITH RUBBER O- CONSTRUCTION AND MAINTENANCE OF a:ILIZED CONSTRUCTION ENTRANCE. ` t RING GASKETS;AND SECTION 4060 FOR TESTING AND INSP � ION. INCLUDES SUBGRADE PREPARATION,AGGR :• E MATERIAL,TEMPORARY DRAINAGE D. TRENCH BEDDING CLASS FOR RCP SHALL BE CLASS '-2 ACCORDING TO SUDAS ,f r CULVERTS,MAINTENANCE THROUGH CONSTRUC • t •TERIAL REPLACEMENT AS FIGURE 3010.102. USE CLASS 1 BEDDING MATERIAL •k 8 PLACE TO SPRINGLINE OF NEEDED AND REMOVAL FOLLOWING COMPLETION OF PR• T. PIPE. CONSOLIDATE AND COMPACT ACCORDING • SECTION 3010. F 26 9040-108-V--1 SY WOOD EXCELSIOR MAT E. REMAINDER OF BACKFILL(PRIMARY,SECON►•'YAND FINAL)SHALL BE SUITABLE F A QUANTIFY IS PROVIDED TO ESTABLISH A UNIT PRICE. JOB EXCAVATED BACKFILL MATERIAL FREE• CLODS,STONES,ORGANIC AND B. USE ON SLOPES OR AREAS THAT REQUIRE PROTECTION FROM SURFACE w ' ER FROZEN MATERIAL. COMPACT TO AT LE 90%OF STANDARD PROTOR DENSITY. F. USE ALL ONSITE STOCKPILED TOPS', L AND SPREAD TO MATCH EXISTING GRADE. PRIOR TO ESTABLISHMENT OF SEEDING. MINIMUM THICKNESS SHALL BE 12-IN 'ES. STOCKPILING TOPSOIL AND REPLACING IS C. REFER TO IOWA DOT SECTION 4169.10 C.1 AND B.1 FOR REQUIREMENTS. REFER INCIDENTIAL TO THIS BID ITEM. ST'CKPILED TOPSOIL SHALL BE FREE OF ROCK AND — TO EC-103 FOR DETAIL. UNSUITABLE MATERIAL. IF MAT IAL BECOMES CONTAMINATED WITH UNSUITABLE D. ITEM INCLUDES,BUT IS NOT LIMITED TO,EXCAVATION,STAPLES,ANCHORING,AND MATERIAL,REPLACE WITH SU'ABLE TOPSOIL MEETING REQUIREMENTS OF SECTION MATERIAL FOR ANCHORING,AND MAINTENANCE. NO PAYMENT WILL BE MADE FOR 3010,2.03 AT CONTRACTO"- EXPENSE. OVERLAP. 10A •410-108-A-3 LF SANITARY SEWER GRA, Y MAIN,TRENCHED,LINED RCP,30" E 27 9040-108-W-1 CY EROSION STONE(CREEK CROSSING LAYER) A THIS BID ITEM ONLY •'PLIES TO BID ALTERNATE FOR HDPE LINED SANITARY SEWER E A REFER TO CREEK CROSSING DETAIL ON A06 AND MSA11. PIPE. B. EROSION STONE AGGREGATE SHALL MEET THE REQUIREMENTS OF IDOT 4130.04 B. REFER TO SP FICATION SECTION 33 31 19-13 FOR HDPE PIPE LINER AND JOINT THRU.05 FOR 3-INCH TO 6-INCH EROSION STONE. CONNECTOR. • OTHER REQUIREMENTS FOR RCP SANITARY SEWER IN SUDAS AND IOWA CITY SU''LEMENTAL APPLY. C. ITEM INCLUDES,BUT IS NOT LMITED TO,MATERIAL AND LABOR TO FURNISH AND REFER T% SUDAS SECTION 4010; 1.08 A;2.01 F FOR CLASS N UNLINED RCP WITH — PLACE THE STONE. R ::ER 0-RING GASKETS;AND SECTION 4060 FOR TESTING AND INSPECTION. 28 9060-108-D-0 LF REMOVAL AND REPLACEMENT OF EXISTING PERMANENT CHAIN LINK FENCE D. TR: 'CH BEDDING CLASS FOR RCP SHALL BE CLASS R-2 ACCORDING TO SUDAS A REFER TO SUDAS SECTION 9060 AND 1.08 D. FIG 36 0.102. USE CLASS 1 BEDDING MATERIAL AND PLACE TO SPRINGLINE OF B. REPLACE PERMANENT CHAIN LINK FENCE LOCATED NEAR SCHOOL IF DISTURBED. : •E. CONS IDATE AND COMPACT ACCORDING TO SECTION 3010. D MATCH EXISTING.EXISTING FENCE HEIGHT IS 5-FEET TALL. ANY DAMAGED PARTS E. REMAINDE' •F BACKFILL(PRIMARY,SECONDARY AND FINAL)SHALL BE SUITABLE D SHALL BE REPAIRED OR REPLACED. JOB EXCAVATED 'ACKFILL MATERIAL FREE OF CLODS,STONES,ORGANIC AND C. SEE DRAWING MSA11 AND.12 FOR LOCATION. FROZEN MATERIAL. COMPACT TO AT LEAST 90%OF STANDARD PROTOR DENSITY. D. REPLACEMENT TO INCLUDE EXISTING GATE LOCATED ON MSA.11. MATCH EXISTING F. USE ALL ONSITE • OCKPILED TOPSOIL AND SPREAD TO MATCH EXISTING GRADE. GATE CONFIGURATION. MINIMUM THICKNESS S • L BE 12-INCHES. STOCKPILING TOPSOIL AND REPLACING IS INCIDENTIAL TO THIS BID ' M. STOCKPILED TOPSOIL SHALL BE FREE OF ROCK AND _ 29 9060-108-D-1 LF REMOVAL AND REPLACEMENT OF EXISTING FENCING-PERMANENT FIELD FENCE UNSUITABLE MATERIAL. IF , •TERIAL BECOMES CONTAMINATED WITH UNSUITABLE A REFER TO SUDAS SECTION 9060 AND 3.02 FOR REQUIREMENTS. MATERIAL,REPLACE WITH SU •:LE TOPSOIL MEETING REQUIREMENTS OF SECTION B. REFER TO 1.08 D FOR PAYMENT AND ITEM REQUIREMENTS. 3010,2.03 AT CONTRACTOR'S E • SE. C. REPLACE PERMANENT FIELD FENCING IF DISTURBED. MATCH EXISTING TYPE. ANY 13A 6010-1 A-1 EA SANITARY MANHOLE,LINED,5'DIAM R DAMAGED PARTS SHALL BE REPAIRED OR REPLACED. A THIS BID ITEM ONLY APPLIES TO BID AL RNATE FOR HDPE LINED SANITARY c MANHOLES. 30 9060-108-F-1 LF TEMPORARY FENCE,CHAIN LINK B. REFER TO SPECIFICATION SECTION 33 31 19- OR HDPE LINING,JOINT TREATMENT,AND CONCRETE BENCH/FILLET TREAT t-k.T. A.REFER TO SUDAS SECTION 9060 AND 3.03 FOR REQUIREMENTS. C. ALL OTHER MANHOLE REQUIREMENTS IN SUDAS SEC •N 6010 AND IOWA CITY B. REFER TO 1.08 F.FOR PAYMENT AND ITEM REQUIREMENTS. SUPPLEMENT FOR REVISED SPECIFICATION AND MEASURE •I AND PAYMENT _ C. INSTALL TEMPORARY CHAINLINK FENCE BETWEEN CONSTRUCTION AREA AND REQUIREMENTS APPLY. SCHOOL. FENCE SHALL BE 5'TALL. D. PRECAST RISER SECTIONS SHALL BE RUBBER 0-RING FLEXIBLE JOINT,COMPLYING - - WITH ASTM C 442. PROFILE GASKET FLEXIBLE JOINTS ARE NOT ALLOWED ON NO. REVISIONS DSGN CHKD APVD DATE 31 11,010-108-A LS CONSTRUCTION SURVEY SANITARY SEWERS. A REFER TO SUDAS SECTION 11,010 AND 1.08 A E. PIPE CONNECTIONS TO MANHOLES SHALL BE FLEXIBLE,WATERTIGHT SEAL B B. LUMP SUM PRICE INCLUDES,BUT IS NOT LIMITED TO,ALL SURVEY AND STAKING F. MANHOLE CASTINGS SHALL INCLUDE IOWA CITY LOGO ACCORDING TO IOWA CITY Consultants TO PERFORM THE PROJECT, STAKING AND MARKING THE CONSTRUCTION FIGURE 6010.601 AS SHOWN ON DRAWING A06. Stanley Consultants INC. TEMPORARY EASEMENT LIMTS,COST OF RESETTING PROJECT CONTROL POINTS,RE G. ALL SANITARY MANHOLES SHALL HAVE EXTERIOR CHIMNEY SEAL OR MOLDED 32 11,020-108-A LS MOBILIZATION SHIELD AS AN INFILTRATION BARRIER. 225 Iowa Avenue,Mascaone,Iowa 52761-3764 www stanleycronsultants.corn A REFER TO SUDAS SECTION 11,020.— H. ALL SANITARY MANHOLES JOINTS SHALL INCLUDE AN EXTERIOR BUTYL SEALANT B. REFER TO 1.08 A FOR FOR PAYMENT AND ITEM REQUIREMENTS. CITY F IOWA CITY WRAP SCOTT BLVD TRUNK SANITARY SEWER EXTENSION I. REFER TO DRAWINGS MSA13 FOR MANHOLE SUMMARY TABLE. IOWA CITY,IOWA ESTIMATE REFERENCE INFORMATION A SHEET 3 A DESIGNED KKHEIM DRAWN GM REEVES SCALE: AS NOTED Cc' CHECKED KK HEIM NO.29160.01.00 REV. o APPROVED JM BRADY DATE DECEMBER 10,2020 C.04 0 O 1 1 I 2 I 3 I 4 I 5 I- 6 I 7 I 8 I 9 I 10 os*.F. su*»*s T ii STORMWATER POLLUTION PREVENTION PLAN NOTES: STORMWATER POLLUTION PREVENTION PLAN NOTES STORMWATER POLLUTION PREVENTION PLAN NOTES STORMWATER POLLUTION PREVENTION PLAN NOTES (CONTINUED); EROSION PROTECTION NOTES: ALL CONTRACTORS/SUBCONTRACTORS SHALL CONDUCT THEIR OPERATIONS IN A MANNER (CONTINUED): (CONTINUED): THAT MINIMIZES EROSION AND PREVENTS SEDIMENTS FROM LEAVING THE PROJECT SITE.THIS iv. IF THE SPILL EXCEEDS A REPORTABLE QUANTITY,THE SWPPP MUST BE 1. CODE COMPLIANCE:CONTRACTOR SHALL COMPLY WITH SOIL STORMWATER POLLUTION PREVENTION PLAN(SWPPP)ILLUSTRATES GENERAL MEASURES TO 4 INSPECTION AND MAINTENANCE: 2) HAZARDOUS PRODUCTS: MODIFIED WITHIN 14 DAYS AFTER THE SPILL AND A WRITTEN DESCRIPTION OF EROSION CONTROL REQUIREMENTS OF THE IOWA CODE,THE BE TAKEN FOR COMPLIANCE WITH THE NPDES PERMIT.THE CONTRACTOR MAY SUBMIT CONTRACTOR IS REQUIRED TO MAINTAIN ALL TEMPORARY EROSION THE EVENTS MUST BE INCLUDED.THE MODIFICATION SHALL INCLUDE A IOWA DEPARTMENT OF NATURAL RESOURCES NPDES PERMIT, ALTERNATIVES TO THIS SWPPP FOR REVIEW BY THE ENGINEER. CONTROL MEASURES IN PROPER WORKING ORDER,INCLUDING CLEANING, I. PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINERS DESCRIPTION OF THE RELEASE,THE DATE OF THE RELEASE,AN EXPLANATION AND LOCAL ORDINANCES.CONTRACTOR SHALL TAKE ALL REPAIRING,OR REPLACING THEM THROUGHOUT THE CONTRACT PERIOD. WITH THE ORIGINAL MANUFACTURERS LABEL. OF WHY THE SPILL HAPPENED,A DESCRIPTION OF PROCEDURES TO PREVENT NECESSARY MEASURES TO PROTECT AGAINST EROSION AND G FUTURE SPILLS AND/OR RELEASES FROM HAPPENING,AND A DESCRIPTION DUST POLLUTION ON THIS PROJECT SITE AND ALL G THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES SHALL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS AND STABILIZATION ii. THE ORIGINAL LABELS AND MATERIAL SAFETY DATA SHEETS OF RESPONSE PROCEDURES SHOULD THE SPILL OR RELEASE OCCUR AGAIN. OFF-SITE BORROW ORA RESULTT/DISPOSAL AREAS DURING 1. SITE DESCRIPTION: MEASURES: SHALL BE KEPT FOR EACH OF THE MATERIALS.AS THEY PERFORMANCE OR AS A OF PERFORMANCE. A. THIS SWPPP COVERS THE CONSTRUCTION OF SANITARY SEWER SYSTEM,AND OTHER CONTAIN IMPORTANT PRODUCT INFORMATION. v. CONTRACTOR'S SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE DAY-TO-DAY RELATED WORK.THIS SWPPP COVERS APPROXIMATELY 8 ACRES WITH AN ESTIMATED A. ALL CONTROL MEASURES SHALL BE INSPECTED JOINTLY BY THE CONTRACTOR AND SITE OPERATIONS AND SHALL BE THE SPILL PREVENTION CLEANUP COORDINATOR. 2. DAMAGE CLAIMS:CONTRACTOR SHALL HOLD THE CITY AND 8 ACRES BEING DISTURBED. THE CONTRACTING AUTHORITY AT LEAST ONCE EVERY SEVEN(7)CALENDAR DAYS HE OR SHE SHALL DESIGNATE OTHER S�ITEP�RSONNEL r/FIO S RECEIVE SP ENGINEER HARMLESS FROM ANY AND ALL CLAIMS OF ANY TYPE AND WITHIN 24 HOURS AFTER ANY STORM EVENT OF 0.5 INCHES OR GREATER. Ii. DISPOSAL OF ANY EXCESS PRODUCT SHALL BE DONE IN A PREVENTION AND CLEANUP TRAININB,I THEE IA NQIVIDUALS SHALL: BBCCDD WHATSOEVER RESULTING FROM DAMAGES TO ADJOINING PUBLIC OR MANNER THAT FOLLOWS ALL MANUFACTURERS,FEDERAL, RESPONSIBLE FOR A PARTICULAR PRASE'OF PREVENTION AND CE P.%TOE - PRIVATE PROPERTY,INCLUDING REASONABLE ATTORNEY FEES. STATE,AND LOCAL RECOMMENDED METHODS FOR PROPERFURTHER,IF CONTRACTOR FAILS TO TAKE NECESSARY STEPS TO B. ALL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER. NAMES OF THESE INDIVIDUALS SHALL BE POSTED IN THE MATERIAL STORAGE PROMPTLY REMOVE EARTH SEDIMENTATION OR DEBRIS WHICH IF A REPAIR IS NECESSARY,IT SHALL BE COMPLETED WITHIN THREE(3) DISPOSAL. AREA AND IN THE OFFICE TRAILER. B. THE SWPPP IS LOCATED IN AN AREA OF PRIMARILY THREE SOIL ASSOCIATIONS _ _ COMES ONTO ADJOINING PUBLIC OR PRIVATE PROPERTY,THE CITY — (TAMA SILT LOAM,COLD ELY COMPLEX,MUSCATINE SILT LOAM).THE ESTIMATED CALENDAR DAYS OF THE INSPECTION. I + (( )V. (� ._' MAY,BUT NEED NOT,REMOVE SUCH ITEMS AND DEDUCT THE COST AVERAGE SOIL CONSERVATION SERVICE RUNOFF CURVE NUMBER FOR THIS !-+± t I . �. t._!\ 1 THEREOF FROM AMOUNTS DUE THE CONTRACTOR. SWPPP AFTER COMPLETION SHALL BE 85. C. PRODUCT SPECIFIC PRACTICES:THE FOLLOWING IS A LIST OF C. ANY BUILT-UP SEDIMENT SHALL BE REMOVED FROM SILT FENCE WHEN POTENTIAL SOURCES OF POLLUTION AND SPECIFIC PRACTICES TO 6. NON-STORMWATER DISCHARGES: IT HAS REACHED ONE-HALF OF THE HEIGHT OF THE FENCE. REDUCE POLLUTANT DISCHARGES FROM MATERIALS OR SOURCES 3 PRIOR TO START OF ANY LAND DISTURBING ACTIVITY, EXPECTED TO BE PRESENT DURING CONSTRUCTION: THE FOLLOWING IS A LIST OF NON-STORMWATER DISCHARGES THAT MAY CONTRACTOR AND SUBCONTRACTORS SHALL SUBMIT SIGNED C. A COPY OF THIS PLAN SHALL BE ON FILE AT THE PROJECT ENGINEER'S OFFICE. OCCUR AT THE JOB SITE.POLLUTANTS SHALL NOT BE ALLOWED TO COME CERTIFICATION FORM TO THE OWNER.FORM CAN BE FOUND RUNOFF FROM THIS WORK WILL FLOW INTO THE NORTH SNYDER CREEK WHICH D. SILT FENCES SHALL BE INSPECTED FOR DEPTH OF SEDIMENT,TEARS, INTO CONTACT WITH THESE WATER SOURCES PRIOR TO THEIR DISCHARGE IN PROJECT MANUAL,TEMPORARY EROSION AND SEDIMENT FLOWS INTO OTHER CREEKS BEFORE IT ENTERS THE IOWA RIVER SOUTH OF IOWA UNDERCUTTING,ETC.,TO SEE IF THE FABRIC IS SECURELY FROM THE SITE: CONTROL SECTION. CITY. ATTACHED TO THE FENCE POSTS,AND TO SEE THAT THE FENCE 1) PETROLEUM STORAGE TANKS:ALL ON-SITE VEHICLES SHALL BE F POSTS ARE SECURELY FASTENED IN THE GROUND. INSPECTED AND MONITORED FOR LEAKS AND RECEIVE PREVENTIVE F MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE.STEPS SHALL BE TAKEN BY THE CONTRACTOR TO ELIMINATE CONTAMINANTS FROM A. WATER FROM FIRE-FIGHTING ACTIVITIES AND FIRE HYDRANT FLUSHING. D. POTENTIAL SOURCES OF POLLUTION:SOURCES OF POLLUTION GENERATED E. EROSION CONTROL DEVICES SHALL BE CLEANED WHEN LOSS OF 50%CAPACITY STORAGE TANKS FROM ENTERING THE SOIL.ANY PETROLEUM STORAGE STORM WATER DISCHARGE PERMIT NOTES: AS A RESULT OF THIS WORK RELATE TO SILTS AND SEDIMENT THAT MAY BETANKS KEPT ON-SITE SHALL BE LOCATED WITH AN IMPERVIOUS SURFACE B. WATER USED TO CLEAN VEHICLES. TRANSPORTED AS A RESULT OF A STORM EVENT. OCCURS. BETWEEN THE TANK AND THE SOIL. 1 THIS PROJECT REQUIRES OBTAINING AN NPDES GENERAL C. POTABLE WATER SOURCES INCLUDING WATERLINE FLUSHING, PERMIT NO.2 FOR STORM WATER DISCHARGE ASSOCIATED F. TEMPORARY AND PERMANENT SEEDING AND PLANTING SHALL BE 2) FERTILIZERS SHALL BE APPLIED IN MINIMAL AMOUNTS AS IRRIGATION DRAINAGE,AND ROUTINE EXTERNAL BUILDING WASH-DOWNS WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIVITIES FROM INSPECTED FOR BARE SPOTS,WASHOUTS,AND HEALTHY GROWTH. RECOMMENDED BY THE IOWA SUDAS STANDARDS.IT SHALL BE EXCLUDING DETERGENTS. THE IOWA DEPARTMENT OF NATURAL RESOURCES(IDNR),AS WORKED INTO THE SOIL SO AS TO MINIMIZE CONTACT WITH REQUIRED BY THE ENVIRONMENTAL PROTECTION AGENCY.THE CITY 2. CONTROLS: G. AN INSPECTION REPORT FORM(FOUND IN PROJECT MANUAL,TEMPORARY EROSION STORMWATER DISCHARGES. SHALL OBTAIN THE PERMIT.THE PRIME CONTRACTOR SHALL BE— AND SEDIMENT CONTROL SECTION)SHALL BE COMPLETED AFTER EACH INSPECTION D. PAVEMENT WASHWATERS WHERE SPILLS OR LEAKS OF HAZARDOUS RESPONSIBLE FOR COMPLIANCE AND IMPLEMENTATION OF THE — A. AT LOCATIONS WHERE RUNOFF CAN MOVE OFFSITE,SILT FENCE AND/OR FILTER AND RECORDED ON THE INSPECTION FORM.THESE REPORTS SHALL BE RETAINED AS 3) CONCRETE TRUCKS SHALL BE ALLOWED TO WASHOUT OR DISCHARGE EXCESS MATERIALS HAVE NOT OCCURRED. SWPPP FOR THEIR ENTIRE CONTRACT.THIS RESPONSIBILITY SHALL SOCKS AND/OR OTHER EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PART OF THE SWPPP. CONCRETE IN SPECIFICALLY DESIGNATED AREAS WHICH HAVE BEEN PREPARED BE FURTHER SHARED WITH SUBCONTRACTORS WHOSE WORK IS A PLACED.INSTALL PRIOR TO BEGINNING TOPSOIL REMOVAL,GRADING,EXCAVATION THE REPORT SHALL CONTAIN: TO MINIMIZE CONTACT BETWEEN THE CONCRETE AND STORMWATER E. AIR CONDITIONING CONDENSATE SOURCE OF POTENTIAL POLLUTION AS DEFINED IN THE SWPPP. OR CLEARING AND GRUBBING OPERATIONS.VEGETATION IN AREAS NOT NEEDED FOR DISCHARGES FROM THE SITE.THE HARDENED PRODUCT FROM THE CONCRETE CONSTRUCTION SHALL BE PRESERVED.AS AREAS REACH THEIR FINAL GRADE, WASHOUT AREAS SHALL BE DISPOSED OF AS OTHER NON-HAZARDOUS WASTE ADDITIONAL SILT FENCES,INTERCEPTING DITCHES,LETDOWNS,AND EARTH DIKES 1) SCOPE OF THE INSPECTION. MATERIALS OR MAY BE BROKEN UP AND USED ON THE SITE FOR OTHER AND/OR OTHER EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED APPROPRIATE USES. F. SPRINGS 2. ALL DOCUMENTS RELATED TO THE STORM WATER DISCHARGE AS SPECIFIED IN THE PLANS AND/OR AS REQUIRED BY THE PROJECT ENGINEER. 2) NAME OF THE PERSON MAKING THE INSPECTION AND DATE. PERMIT SHALL BE KEPT ON SITE AT ALL TIMES AND MUST BE TEMPORARY STABILIZING SEEDING SHALL BE COMPLETED AS THE DISTURBED AREAS 4) SOLID AND CONSTRUCTION WASTES:ALL TRASH AND G. FOUNDATION OR FOOTING DRAINS WHERE FLOWS ARE NOT CONTAMINATED WITH PRESENTED TO THE IDNR UPON REQUEST.DOCUMENTS INCLUDE E ARE CONSTRUCTED.INITIALIZE SOIL STABILIZATION MEASURES IMMEDIATELY WHEN 3) MAJOR OBSERVATIONS RELATING TO THE SWPPP. CONSTRUCTION DEBRIS SHALL BE DEPOSITED INTO A COVERED PROCESS MATERIALS SUCH AS SOLVENTS. THE NOTICE OF INTENT,PROOF OF PUBLICATION,SWPPP,PROJECT E SOIL DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED OR TEMPORARILY CEASED DUMPSTER THAT SHALL BE EMPTIED AS NECESSARY.NO INSPECTION DIARY,AND OTHER ITEMS.FAILURE TO COMPLY WITH ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 4) CORRECTIVE ACTION NEEDED. CONSTRUCTION WASTE MATERIALS SHALL BE BURIED ON-SITE. THE DISCHARGE REQUIREMENTS IS IN VIOLATION OF THE CLEAN CALENDAR DAYS. THE DUMPSTERS MUST BE PUT IN A LOCATION WHERE CONTACT WATER ACT AND THE CODE OF IOWA. 5) CERTIFICATION AND SIGNATURE. WITH STORMWATER DISCHARGE IS MINIMIZED. B. PRIOR TO CONSTRUCTION ACTIVITIES,THE STABILIZED CONSTRUCTION EXIT INSTALLED SHALL BE INSPECTED AND ESTABLISHED TO OPERATIONAL FUNCTIONAL CONDITION. 5) SANITARY WASTES:IF CONTRACTOR PROVIDES PORTABLE CONTRACTOR RESPONSIBILITIES NOTES; 3. UPON FINAL SHALL STABILIZATION OF THE E DISTURBEDWITH 30 DAYS H. CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING A'QUALIFIED' W RESTROOM SHALL FACILITIES LOCATEDTE AND SE DISPOSED ALL TIMES, INSPECTOR TO CONDUCT THE INSPECTIONS.'QUALIFIED'IS DEFINED AS A WASTES N BE FCEDERAL.STATE, D LOCALO REGULATIONS.I COMPLETE THAT FE OF DISCONTINUATION' ISCOSTABI IZ I NUA HAS MEET BAE FILED.A C. RASE THE WORK ETE R INED BATHE OWNL EROSION COER AF ITEMS MAY BE THIS FACNCE WHAITH FEDERAL-STAIN AND WERECNTACT 1. CONTRACTORSEDIMENCO TO PROVIDE TRAINING N ENA PERSONNEL FOR EROSION AND CITY WITHE OF THE IDNR. ALL P IAN',INSP CE FILED BY THE — REQUIRED AS DETERMINED BY THE OWNER OR ENGINEER AFTER FIELD PERSON KNOWLEDGEABLE IN THE PRINCIPLES AND PRACTICES OF EROSION AND THIS FACILITY SHALL BE LOCATED IN AN AREA WHERE CONTACT SEDIMENT CONTROL INSTALLATION;MAINTENANCE REMOVAL;CONSTRUCTION WASTE CITY IDNR.ALL PLANS,INSPECTION REPORTS, — INVESTIGATION.THE CONTRACTOR SHALL COMPLETE THE CONSTRUCTION SEDIMENT CONTROLS.THEY SHALL POSSESS THE SKILLS NECESSARY TO ASSESS WITH STORMWATER DISCHARGE IS MINIMAL. DISPOSAL,HAZARDOUS WASTE DISPOSAL,SANITARY WASTE DISPOSAL, AND OTHER DOCUMENTS MUST BE RETAINED FOR A PERIOD CONDITIONS AT THE CONSTRUCTION SITE THAT COULD IMPACT STORMWATER SPILL PREVENTION PRACTICES,AND HANDLING AND CLEANUP OF SPILLED WITH THE ESTABLISHMENT OF PERMANENT PERENNIAL VEGETATION IN ALL OF THREE YEARS AFTER PROJECT COMPLETION.CONTRACTOR DISTURBED EARTHEN AREAS. QUALITY.THEY SHALL ASSESS THE EFFECTIVENESS OF ANY SEDIMENT AND 6) RURAL AGRICULTURAL ACTIVITIES:RUNOFF FROM AGRICULTURAL LAND USE MATERIALS.COMPLETE AND MAINTAIN SWPPP TRAINING LOG FOUND IN SHALL RETAIN RECORD COPY,AND PROVIDE ORIGINAL DOCUMENTS EROSION CONTROL MEASURES SELECTED. CAN POTENTIALLY CONTAIN CHEMICALS INCLUDING HERBICIDES,PESTICIDES, PROJECT MANUAL,TEMPORARY EROSION AND SEDIMENT CONTROL SECTION. TO THE CITY UPON ISSUANCE OF THE NOTICE OF D. EROSION AND SEDIMENT CONTROL MEASURES SHALL CONFORM TO THE IOWA FUNGICIDES AND FERTILIZERS. DISCONTINUATION. STATEWIDE URBAN DESIGN AND SPECIFICATIONS(SUDAS)REQUIREMENTS AND I. CONTRACTOR SHALL UPDATE/CHANGE THE SWPPP AS NEEDED AND THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS.IN MAINTAIN A RECORD OF SWPPP AMENDMENTS.AMENDMENT LOG FORM CASE OF CONFLICTS BETWEEN REQUIREMENTS,THE MORE STRINGENT MAY BE FOUND IN THE PROJECT MANUAL,TEMPORARY EROSION AND 2. CONTRACTOR TO MAINTAIN A COPY OF THE SWPPP,INCLUDING REPORTS REQUIREMENTS SHALL GOVERN. SEDIMENT CONTROL SECTION. AND CERTIFICATIONS,AT THE CONSTRUCTION SITE FROM DATE OF PROJECT D D. SPILL PREVENTION AND RESPONSE PROCEDURES:CONTRACTOR IS RESPONSIBLE INITIATION TO DATE OF FINAL STABILIZATION. D E. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EROSION J. CONTRACTOR SHALL MAINTAIN RECORDS OF CONSTRUCTION FOR TRAINING ALL PERSONNEL IN THE PROPER HANDLING AND CLEANUP OF SPILLED CONTROL MATERIALS/METHODS ONCE FINAL STABILIZATION IS ACHIEVED. ACTIVITIES.INCLUDING: MATERIALS.NO SPILLED HAZARDOUS MATERIALS OR WASTES SHALL BE ALLOWED TO COME INTO CONTACT WITH STORMWATER DISCHARGES.IF CONTACT DOES OCCUR, 3. CONTRACTOR IS RESPONSIBLE FOR CONTINUALLY MAINTAINING A SITE MAP(PLAN)OF THE 1 DATES OF MAJOR GRADING ACTIVITIES. THE STORMWATER DISCHARGE SHALL BE CONTAINED ON-SITE UNTIL APPROPRIATE PROJECT SITE WHICH REFLECTS THE CURRENT SITE CONDITIONS AND EROSION AND SEDIMENT MEASURES FOR COMPLIANCE WITH ALL FEDERAL,STATE,AND LOCAL REGULATIONS CONTROL MEASURES IMPLEMENTED.ITEMS SUCH AS ALTERATIONS TO THE SWPPP,ADDITIONS 2) DATES WHEN ACTIVITIES CEASE IN AN AREA. ARE FOLLOWED TO DISPOSE OF THE HAZARDOUS SUBSTANCE.THE FOLLOWING AND MAINTENANCE OF THE EROSION AMD SEDIMENT CONTROL MEASURES,AND AREAS THAT PRACTICES SHALL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: HAVE BEEN SEEDED OR PERMANENTLY STABILIZED SHALL BE DOCUMENTED.CONCRETE 3. OTHER CONTROLS: WASHOUT AREAS AND HAZARDOUS SUBSTANCE STORAGE AREAS SHALL BE IDENTIFIED ON THE 3) DATES WHEN AREAS ARE STABILIZED. SITE MAP(PLAN).THE CURRENT SITE CONDITION MAP SHALL BE MADE AVAILABLE AT ALL TIMES — A. CONTRACTOR DISPOSAL OF UNUSED CONSTRUCTION MATERIALS AND 1) IN ADDITION TO THE PRACTICES DISCUSSED IN THE PREVIOUS AT THE SITE. — CONSTRUCTION MATERIAL WASTES SHALL COMPLY WITH APPLICABLE 4) RECORDS SHALL BE KEPT FOR THREE(3)YEARS FROM THE DATE SECTIONS OF THIS PLAN,THE FOLLOWING PRACTICES SHALL BE STATE AND LOCAL WASTE DISPOSAL,SANITARY SEWER,OR SEPTIC OF FINAL STABILIZATION DONE TO MINIMIZE THE POTENTIAL FOR HAZARDOUS MATERIAL SYSTEM REGULATIONS.IN THE EVENT OF A CONFLICT WITH OTHER SPILLSAND REDUCE THE RISK OF THE SPILL COMING IN CONTACT TACT WITH STORMWATER. GOVERNMENTAL LAWS,RULES AND REGULATIONS,THE MORE 5. MATERIALS MANAGEMENT PLAN: 4. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PREVENT PORTABLE RESTRICTIVE LAWS,RULES OR REGULATIONS SHALL APPLY. THIS SWPPP ALSO PROVIDES FOR OTHER OPERATIONS THAT MAY AFFECT RESTROOM FACILITY FROM BEING OVER-TURNED DUE TO ACCIDENT,HIGH WINDS,OR STORMWATER RUNOFF AND MAY NEED TO BE ADDRESSED. i. MANUFACTURER'S RECOMMENDED METHODS FOR SPILL VANDALS. CLEANUP SHALL BE CLEARLY POSTED AND SITE PERSONNEL B. STREETS ADJACENT TO THE CONSTRUCTION SITE SHALL BE INSPECTED DAILY A. THE FOLLOWING IS A LIST OF MATERIALS OR SUBSTANCES EXPECTED SHALL BE TRAINED REGARDING THESE PROCEDURES AND THE C AND CLEANED AS NECESSARY TO REMOVE EXCESS MUD,DIRT,OR ROCK TO BE PRESENT ON-SITE DURING CONSTRUCTION: LOCATION OF THE INFORMATION AND CLEANUP SUPPLIES. C TRACKED FROM THE SITE.DUMP TRUCKS HAULING MATERIAL FROM THE SITE SHALL BE PROPERLY COVERED WITH A TARPAULIN.CONTRACTOR SHALL PROVIDE AND USE A VEHICLE WASH-RACK AT EXIT LOCATIONS IF NECESSARY TO 1) CONCRETE. II. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL DECREASE SEDIMENT TRANSPORT OFFSITE. CONTROL,CONTAINMENT,AND CLEANUP SHALL BE PROVIDED 2) FERTILIZERS. ON-SITE IN A MATERIAL STORAGE AREA.EQUIPMENT AND MATERIALS SHALL INCLUDE BUT NOT BE LIMITED TO BROOMS, 3) SOLIDS AND CONSTRUCTION WASTES. DUST PANS,MOPS,RAGS,GLOVES,GOGGLES,KITTY C. APPROVED STATE OR LOCAL PLANS: LITTER,SAND,SAWDUST,AND PLASTIC AND METAL TRASH DURING THE COURSE OF THIS CONSTRUCTION,IT IS POSSIBLE THAT SITUATIONS 4) DIESEL FUEL AND LUBRICANTS CONTAINERS. WILL ARISE WHERE UNKNOWN MATERIALS WILL BE ENCOUNTERED.WHEN SUCH — SITUATIONS ARE ENCOUNTERED,THEY SHALL BE HANDLED ACCORDING TO ALL B. MATERIAL MANAGEMENT PRACTICES:THE FOLLOWING IS A LIST OF , FEDERAL,STATE,AND LOCAL REGULATIONS IN EFFECT AT THE TIME. MATERIAL MANAGEMENT PRACTICES THAT SHALL BE USED TO MINIMIZE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF 2) IN THE EVENT OF A SPILL,THE FOLLOWING PROCEDURES SHALL - MATERIALS AND SUBSTANCES TO STORMWATER RUNOFF. BE FOLLOWED: I) GOOD HOUSEKEEPING: I. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER NO. REVISIONS DSGN CHKD APVD DATE D. THE LOCATIONS OF ENTRANCES.TOILET FACILITIES,AND OTHER CONTROLS DISCOVERY. SHALL BE DETERMINED AT THE PRECONSTRUCTION CONFERENCE WHEN i. AN EFFORT SHALL BE MADE TO STORE ON-SITE ONLY ENOUGH REVIEWING THE CONSTRUCTION PLAN. PRODUCTS REQUIRED TO COMPLETE THE JOB. II. THE SPILL AREA SHALL BE KEPT WELL VENTILATED AND B PERSONNEL SHALL WEAR APPROPRIATE PROTECTIVE CLOTHING B E. CONTRACTOR SHALL PROVIDE PARKING AREAS FOR CONSTRUCTION PERSONNEL. ii. ALL MATERIALS STORED ON-SITE SHALL BE KEPT IN A NEAT TO PREVENT INJURY FROM CONTACT WITH THE HAZARDOUS THESE MAY BE ON-SITE ON TEMPORARY GRAVEL OR PERMANENT SURFACES OR ORDERLY MANNER AND IN THEIR APPROPRIATE CONTAINERS. SUBSTANCE. ALONG THE ROADWAYS IF PARKING IS ALLOWED BY THE OWNER. IF POSSIBLE,PRODUCTS SHALL BE KEPT UNDER A ROOF OR /\ OTHER ENCLOSURE. Stanley Consultants iii. SPILLS OF TOXIC OR HAZARDOUS MATERIAL SHALL BE REPORTED TO THE D . F. IF THE CONTRACTOR USES ON-SITE CONSTRUCTION TRAILERS,THEY SHALL BE iii. MATERIALS SHALL BE KEPT IN THEIR ORIGINAL CONTAINERS APPROPRIATE STATE OR LOCAL GOVERNMENTAL AGENCY AND TO THE PLACED ON-SITE UPON TEMPORARY GRAVEL OR PERMANENT SURFACES. WITH THE ORIGINAL MANUFACTURER'S LABEL. PROJECT MANAGER AND ENGINEER,REGARDLESS OF THE SIZE OF THE Muscatine,Iowa 52761-3764 M SPILL.SPILLS OF AMOUNTS THAT EXCEED REPORTABLE QUANTITIES OF www.sta 225 Iowa Avenue,Avenue, nts.wm CERTAIN SUBSTANCES SPECIFICALLY MENTIONED IN FEDERAL iv. SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER REGULATIONS MUST BE IMMEDIATELY REPORTED TO THE EPA NATIONAL — UNLESS RECOMMENDED BY THE MANUFACTURER. RESPONSE CENTER(1-800-424-8802)THE JOB SITE SUPERINTENDENT CITY OF IOWA CITY SHALL BE RESPONSIBLE FOR CONTACTING THE EPA AND ANY OTHER v. WHENEVER POSSIBLE,ALL OF A PRODUCT SHALL BE USED UP GOVERNMENTAL AGENCIES. SCOTT BLVD TRUNK SANITARY SEWER EXTENSION IOWA CITY,IOWA BEFORE DISPOSING OF THE CONTAINER. vi. MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND STORM WATER DISPOSAL SHALL BE FOLLOWED. POLLUTION PREVENTION PLAN A NI. THE JOB SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR A DAILY INSPECTIONS TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS. KK HELM DESIGNED DRAWN GM REEVES SCALE: AS NOTED CHECKED KK HEIM NO.29160.01.00 REV. p APPROVED KK HELM APPROVED JM BRADY C.06 0 tii DATE DECEMBER 10,2020 1 1 2 I 3 I 0 5 T 6 T 7 I 8 I 9 1 10 OaTw,EYow%u*µ*< 1 11 \ I �4 • I NOTES l NORTHAMERICANPUMP STATION 1. SEE C06 FOR STOR WATER POLLUTION PREVENTION PLAN. GLEGION RTOBEABANDO .. COLE ARLINGTON DR 2. SEE A.SERIES FOR OSION CONTROL STANDARD DETAILS. G ) 71 6 ifiry 202] DEC 15 NI : : r: .. WETLANDTLAND 5 ten, . { _ — 1 I i l,� . MCCOMAS BARRINGTON ROAD ?LI '. 7 11111 GENERALE PRYBIL GENERALE PRYBIL J / PARTNERSHIP PARTNERSHIP06 F , A !!IY --I--7 — ci _ _IF ll qIIIIIIIIII 1 -.12 EEL PRYBIL GENERAL PARTNERSHIP ) HOOVER — I60'WIDE PARCEL ELEMENTRY HOOL Q OWNED BYEBLFRYBIL E •0 boo/ I�WET LAND GENERAL / E PARTNERSHIPESLPRYBIL EEL PRYBIL 7 L GENERAL PARTNERSHIP LACINA D SANITARY TRUNK IVI �EROBILN LN I SEWER(TYP) O 4' �`/ FLANNER! TAFT AVE SE_\ 2 _...,,,a__ -SCOTT BOULEVARD .„/ 1 D . gi EEL PRYBIL EEL PRYBIL T 1 1 GENERAL GENERAL :,. PARTNERSHIP PARTNERSHIP /.. 1_ III.4 ,•,• 7 7 ' ',� NORTH BRANCH (WETLAND 1 SNYDER CREEK •••,,, \ AO'GG / FLANNERY FLANNERY (\ SCI RECORDED • / '�,', ��STREAM(TYP) SCI WETLAND(TYP) / ' - \. ,� ,-_ ,2 WETLAND /�� t WETLAND 2 \\ I ) i -- L-- , , `PROPERTY "� _ _ _ LINES(TYP) TASSUMED FLOODWAY — \ / -- - \ fib//dr " i /" --ASSUMED 500 YEAR ��'�--` /' — \ /,�O/ / FLOODPLAIN(TYP) �\ /�� /�ASSUMED 100 YEAR /" ��, / \ �.' FLOODPLAIN(TYPI FLANNERY FLANNERY �� I T� NO REVISIONS DSGN CHKD APVD DATE \ \ "4/ /' EEL PRYBIL ASSUMED 500 YEAR \J. I GENERAL PRYBIL / PARTNERSHIP FAMILY AND 100 YEAR / FLOODPLAIN(TYP) EEL PRYBIL INVESTMENTS i B \ GENERAL e I PARTNERSHIP /' ' -i j Stanley Consultants INC. IOWA NTERSTATE RAILR DAD / / 225 Iowa Avenue,Muscatine,Iowa 52761-3764 I� l\ www.stanleycnnsultanls.com I CITY PROPERTY ( CITY OF IOWA CITY — I 4 COMPASS OR� SGOTT BLVD TRUNK SANITARY SEWER EXTENSION JIOWA CITY,IOWA _ / 1 OVERALL EROSION CONTROL A -� / `.\ (s \��— I \ / // KEY PLAN A DESIGNED KK HEIM AT FUI.I.SIZE DRAWN GM REEVES SCALE. 1"=300'FULL SIZE 0 1 2 3 IN CHECKED KK HEIM NO.29160.01.00 REV o I I I I I 1 r 1 1 11 APPROVED M BRADY A 1' 1 2 3 4 5 �. 7 6 cm DATE DECEMBER 10.2020 CE.01 0 1 I 2 1 3 I 4 I 5 I 5 I 7 I 8 I 9 i 10 OsruaEvcoNSLTANTS _ 11 1 NOTES EEL PRYBIL GENERAL PARTNERSHIP - •• NORTH EEL PRYBIL GENERAL PARTNERSHIP \/ 1. SILT FENCE SHALL BE INSTALLED ALONG EACH SIDE OF CONSTRUCTIONLIMITS'AS SHOWN PRIOR TO START OF CONSTRUCTION:SEE SILT FENCE SUDAS DETAIL 9040.119 FOR G �i INSTALLATION REOUIREMEJJTS. G �• 2. PLACE SILT FENCE CONTINUOUSLY UP TO A MAXIMUM LENGTH OF 200 FEET.FOR EVERY SEGMENT OF SILT FENCE THAT IS PLACED, • ''-'FLAFF6}/P T4IE LOPE TIE,I�ST/FIRST n20 FEET OF THE SEGMENT ..TO CONTAIN RI NOfF. ...•. j !' 3. MINIMIZE DISTURBANCE OF WETLAND.SILT FENCE SHALL BE INSTALLED.ADJACENT TO WETLAND AREA TO CONTAIN SEDIMENT. _ STOCKPILE SEPAFjATELVfOP 124NCHES OF WETLAND TOPSOIL - AND PLACE BACK IN WETLAND-REPLACED WETLAND TOPSOIL SHALL NOT BE STOCKPILED LONGER THAN 180 DAYS.STOCKPILED TOPSOIL SHALL BE;PROTECTED AND NOT ALLOWED TO DRAIN INTO -� •I / WETLAND 1 4. AVOID DISTURBING WETLAND LOCATED OUTSIDE OF • CONSTRUCTION LIMIT. F 5. RESTORE EXISTING GRASS AREAS DISTURBED WITH PERMANENT F SEEDING.SEE SEWER PLANS FOR LOCATION OF TYPE 1 AND TYPE et ,, I2 SEEDING AREAS.TEIF PERMANENT SEEDING CAN NOT BE - \ ^, ACCORDING WITH SWPPP REQUIREMENTS. EROSION CONTROL 6. PLACE EROSION CONTROL SEEDING OR STRAW PROTECTION ON / ( 1 FARM FIELDS UPON FINAL RESTORATION WITH STOCKPILED r A° TOPSOIL.. - \ -R v t \\ 7. CAONTRACTORRIS RESPONSIBLE FORINSTALLATION,MAINTENANCE �j ///� - t /l/ \-SCI WETLAND(TYP) MEASURESREMOVAL OF THE EROSION AND SEDIMENT CONTROL % c , / `NOTE 8 8. PERIODICALLY INSTALL SILT FENCE ACROSS BACKFILLED TRENCH FOLLOWING SEWER INSTALLATION. \ - re' /''� • /, '' 9. STOCKPILES OF TOPSOIL SITTING FOR LONGER LENGTHS OF TIME \ k /r t j- E \ SHALL BE SURROUNDED BY SILT FENCE. '�` TEMPORARY ♦ /- E 1 • CONSTRUCTION _..„-.7. " • // �� \ \ EASEMENT • , / ------; ,_„2. v f \ / �� ♦ SILT FE.,/NCE,TYP) • --I---- ------ _- __._.- __. • a' NORTH BRANCH\ / • 1 / SNYDER CREEK \ / Q �4 n • - r APPROXIMATE if ♦ 24100 .�= / CENTERLINE ( WETLAND 3 i • i , ♦ / `NOTE 4 / /�'/ I / / • —"— WETLAND 2 / / • - �� - *NOTE 6 I _ 4iii;100 'NOTE 3.4 �- .. r� f, � ' f / 1• f .� NOTE 5 ,___. -- i J ,�`�� —'! / 4,,g... / . • _ .. FLANNERY NO.I REVISIONS DSGN CHKD APVD DATE B c /� EEL PRYBIL NERSHIP ERAL PARTNERSHIP Stanley Consultants INC. PRYBIL FAMILY INVESTMENTS 225 Iowa Avenue,Muscatine,Iowa 52761-3764 www stanleyconsulta nts.com j CITY OF IOWA CITY EEL PRYBIL GENERAL PARTNERSHIP SCOTT BLVD TRUNK SANITARY SEWER EXTENSION e IOWA CITY,IOWA EROSION CONTROL PLAN A SHEET 1 A DESIGNED KK HEIM AT FULL SIZE DRAWN GM REEVES SCALE: 1'=100'FULL SIZE C2 0 1 2 3 IN CHECKED KK HEIM NO.29160.01.00 REV 1 I t l I r I I t l APPROVED A,BRADY —�- 0 0 1 2 3 4 5 6 7 8`m DATE __ DECEMBER 10 2020 CE.02 0 U 1 • 2 1 3 I 4 1 5 I 6 1 7 1 8 i 9 1 10 ©.nnw.er co,s.wo 1 I.' tON'tNORTHNOTES 1. SILT FENCE SHALL BE INSTALLED ALONG EACH SIDE OF CONSTRUCTION LIMITS AS SHOWN PRIOR TO START OF CONSTRUCTION.SEE SILT FENCE DETAIL ON SHEET A.05L .. , .„ _ _ 2. PLACE SILT FENCE CONTINUOUSLUTO1 MAXIMUM LENGTH OF 200 FEET.FOR EVERY SEGMENT QF SILT FENCE THAT IS PLACED, FLARE UP THE SLOPE THE LAST/FIRST 20 FEET OF THE SEGMENTG /r u TO CONTAIN RUNOFF. NORTH BRANCH SNYDER CREEK/ �Jnj' APPROXIMATE CENTERLINE J • 3. AVOIORSTL1RgMG D OUTSIDE OF CONSTRUCTION LIMIT. 9 !. CONTRACTOR TO MI�11M OS A{f CI ELK OSSING.SEE ,s CREEK CROSSING DETAIL SHEET ) t — • 5. RESTORE EXISTING GRASS-AREAS DISTURBED iiiWITH PERMANENT ♦ SEEDING.SEE SE ER P S FOR LOCATION OF TYPE 1 AND TYPE 2 SEEDING AREAS.IF PERMANENT FEEDING CAN NOT BE • ♦ INSTALLED,PLACE TEMPO�9AI Y SEEDING AND EROSION CONTROL EEL PRYBIL GENERAL PARTNERSHIP 7 , a X \ NOTE 5 \ ACCORDING WITH SWPPP REQQUIREMENTS. - NOTE 4 6. PLACE EROSION CONTROL SEEDING OR STRAW PROTECTION ON F • FARM FIELDS UPON FINAL RESTORATION WITH STOCKPILED F TOPSOIL. / I i 7. PERIODICALLY INSTALL SILT FENCE ACROSS BACKFILLED TRENCH HOOVER FOLLOWING SEWER INSTALLATION. c ELEMENTRY 8. STOCKPILES OF TOPSOIL SITTING FOR LONGER LENGTHS OF TIME SCHOOL �—WETLAND 4 SHALL BE SURROUNDED BY SILT FENCE. �' NOTE G • E • E i . • O NOTE 71 • 7 , • D ♦ D LACINA S N"TEF C C • • 41 1 'J �T ♦ ,�/ NORT B RANCH SNYDER CREEK NO. REVISIONS DSGN CHKD APVD DATE r/�APPROXIMATE CENTERLINE c,4111 • FLANNERY Stanley Consultants INC. • • NOTE 3 225 Iowa Avenue,Muscatine,Iowa 52761-3764 wwwstanleywnsultants.com CITY OF IOWA CITY ♦ ♦ I SCOTT BLVD TRUNK SANITARY SEWER EXTENSION IOWA CITY.IOWA ♦ • \ `SILT FENCE(TYP) NOTE 1 EROSION CONTROL PLAN A ♦ SHEET 2 r I A DESIGNED KK HEIM AT FULL SIZE DRAWN GM REEVES SCALE: 1-=100'FULL SIZE 0 1 2 3 IN CHECKED KK HEIM NO.29160.01.00 REV o I I 1 APPROVED KK HEIM cl 1 CE.03 0 0 1 I 1 1 APPROVED 3M BRADY 0 1 2 3 4 5 6 7 8 cm DECEMBER 10.2020 DATE 1 12 1 .. 1 6 I 7 I 8 I 9 1 70 ©SfNILEY coxsIiuw,s I II T NORTH NOTES \\\\ 1. SILT FENCE SHALL BE INSTALLED ALONG EACH SIDE Of G CONSTRIfCTIOFELIMITS AS.SHOWNPRIOR TO START OF CONSTRUCTION.SEE 1 ETjAIL ON SHEET A.05. G 2. PLACE SILT FENCE CONTINUOUSLY UP TO A MAXIMUM LENGTH . \ OF 200 FEET. FOR EVERY SEGMENT OF SILT FENCE THAT IS r.PLACED.FLARE UP THE SLOPE THE LAST/FIRST 20 FEET OF THE 111 4I+f',E TO QpjTAIN RUNOFF. _ 3. SEE ST LI ONS�'R}1GTION NICE DETAIL ON SHEET A.05. Tr Y r 4. MAINTAIN EXISTJNQ DRAINAGE PATHWAYS.INSTALL / TEMPORARY CULVERT BELOW ENTRANCE TO MAINTAIN POSITIVE DRAINAGE TO CREEK.CULVERT INSTALLATION AND EXISTING MAINTENANCE IS INCIDENTAL TO THE STABILIZED / WINDSOR ESTATES CONSTRUCTION ENTRANCE BID ITEM. PUMP STATION 5. PROTECT EXISTING/REPLACED STORM INLET FROM SEDIMENT AND CONSTRUCTION DEBRIS.USE FILTER SOCKS AND OTHER F INLET PROTECTION DEVICES. F • 6. CLEAN TRACKED MUD AND DIRT OFF AMERICAN LEGION ROAD' PERIODICALLY AND AS DIRECTED BY OWNER. 7. RESTORE EXISTING GRASS AREAS DISTURBED WITH 1 PERMANENT SEEDING.SEE SEWER PLANS FOR LOCATION OF TYPE 1 AND TYPE 2 SEEDING AREAS.IF PERMANENT SEEDING r CAN NOT BE INSTALLED,PLACE TEMPORARY SEEDING AND / J EROSION CONTROL ACCORDING WITH SWPPP REQUIREMENTS. • mN/,. B. PERIODICALLY INSTALL SILT FENCE ACROSS BACKFILLEO 4. . / 7 TRENCH FOLLOWING SEWER CONSTRUCTION. FUTURE BV OTHERS 9. STOCKPILES OF TOPSOIL SITTING FOR LONGER LENGTHS OF WETLAND 5 TIME SHALL BE SURROUNDED BY SILT FENCE. E V / ( STABILIZED E if,i\ CONSTRUCTION �________—./' \ ENTRANCE NOTE3 NOTE6 ��NOTE 4 A'UR/ '11---- %/ONRGAO I ;SILT F / . • rvPl • N. EXISTING DITCH """------........„,..„,..,,,....„....„7" FLOWS WESTN. MCCOMAS f TOWARD CREEK D / I � BARRINGTON ROAD D r / r NOTE 7� r NORTH BRANCH SNYDER CREEK / APPROXIMATE CENTERLINE - /J • \Y' alai; l/ C / C • / NOTES• NO. REVISIONS DSGN CHKD APVD DATE i B / CONSTRUCTION B • LIMIT(TYP) / HOOVER Stanley Consultants INC. • r ELEMENTRV SCHOOL i-NOTE 8 225 Iowa Avenue,Muscatine,Iowa 52761-3764 www.stanleyconsultants.corn • CITY OF IOWA CITY SCOTT BLVD TRUNK SANITARY SEWER EXTENSION IOWA CITY,IOWA • I II EROSION CONTROL PLAN A SHEET 3 A e I i. DESIGNED KK HEIM AT FULL SIZE DRAWN GM REEVES SCALE'. 1,40'FULL SIZE 0 1 2 3 IN CHECKED KK HEIM NO.29160.01.00 REV i L r I APPROVED KK HEIM APPROVED JM BRADY CE.04 0 0 1 2 3 4 5 6 7 8 on —_—._._... U DATE DECEMBER 10.2020 I 1 I 2 I 3 I 4 7 I 8 I 9 I 10 l:sr.ruz.CONSULTANTS r 11 j ) T 11 BUCKINGHAM LANE f--- I I \ I I \ ---I r NOTES OUTLETS TO E COURT ., PHASE i AMERICAN LEGION ROAD PROJECT STREET TO THE NORTH -- - -__ / Air 1. CONTRACTOR CONSTRUCTION ACCESS IS FROM \ - - _ _ _ AMERICAN LEGION ROAD FROM THE EAST ONLY. C' / 2. COORDINATE CONCURRENT ROAD TRAFFIC IMPACTS C' ARLINGTON DR WITH CITY AND AMERICAN LEGION ROAD IMPROVEMENT PROJECT CONTRACTOR. / PUMP STATION 3. TRAFFIC CONTROL PLAN SHALL CONFORM TO THE TO BE ABANDONED,/ 111 �� MAf�AL ON UNIFORM TRAFFIC CONTROL DEVICES FOR !� (BY OTHERS) STREE ARID HIgHWAVS.(MUTCD) 4 FIRST PHASE OF RFEgMERI�,f� EGION ROAD PROJECT ���..,^^,,r��11rr COLS / W SCHEDULED FOR CONSTRUCTON CONCURRENTLY _ FAIRWAY LANE / WITH THIS SEWER PROJECT.FIRST PHASE WILL CLOSE 6/ AMERICAN LEGION ROAD FROM SCOTT BOULEVARD TO i f BUCKINV AE 1ANE-IN STAGES.ALL CONSTRUCTION ®® , m`V 'TRAFFIC FOR THE SEWER PROJECT WILL COME FROM THE EAST. MCCOMAS ( ` 5. CONSTRUCTION ACCESS IS NOT ALLOWED FROM E&L PRVBIL E&L PRYBIL o �- BARRINGTON ROAD COMPASS DRIVE. F ®• GENERAL GENERAL 6. TEMPORARY EASEMENT SHALL BE USED FOR MATERIAL F ii PARTNERSHIP PARTNERSHIP �/ 1 STORAGE AND EQUIPMENT TRAFFIC.MINIMIZE /" 1 MOVEMENT OF HEAW MACHINERY TO EXTENT POSSIBLE. is.„4 --...._./ GENERALL V'• _ PARTNERSHIP ���/// \ HOOVER n, ELEMENTRV ' \-60'WIDE PARCEL SCHOOL OWNED BYE&L PRYBIL Qo' E 0 h° -- AMERICAN\ LEGION RD E E&LPRYBIL • \ vv GENERAL IIIII PARTNERSHIP E&LPRYBIL /- SEE SHEET J.02GENERALPARTNERSHIP LAC INAD � —EROBILN LN I • iiii _ ,v ,/ / LEGEND - D BOULEVARD FLANNERY ,..._.------SCOTT• /�" CONSTRUCTION ACCESS Aka . E&LPRYBIL E&LPRYBIL TAFT AVE SE� �.�® GENERAL GENERAL / TEMPORARY _ I l - PARTNERSHIP PARTNERSHIP CONSTRUCTION * ,,,, /� / EASEMENT SPIAgitirso,� gi ,/ NOTE6 � '' ' �./ FLANNERY rl 0 \ 0°,44, /.. On .: C I `\ SCI RECORDED ''�/ 1. ,,,' 1 STREAM(TYP) „1 C Y y /r.� NORTH BRANCH SNYDER CREEK \. ,` \\ ,J '-WETLAND 3 ro''pgY V:" APPROXIMATE CENTERLINE \ ',,, f/ ./ .�..�L.�r ,�WETLAND 2 `PROPERTY / ( �../' —_ •. LINES(TYP) ` . / . / NO. REVISIONS DSGN CHKD APVD DATE / I FLANNERY FLANNERY / & B B / E&L PRYBIL • GENERAL PRVBIL j ! PARTNERSHIP ILY E&LPRYBIL INVESTMENTS / GENERAL Stanley Consultants I . PARTNERSHIP / 225 Iowa Avenue,Muscatine,Iowa 52761-3764 / www.stanleyconsultants.com IOWA INTERSTATE / CITY OF IOWA CITY — RAILROAD NOTE 5 % SCOOT BLVD TRUNK SANITARY SEWER EXTENSION IOWA CITY,IOWA COMPASS DR--..„„,,,,, CITY PROPERTY � OVERALL-STAGING AND A TRAFFIC CONTROL PLAN A . I DESIGNED KK HEIM _ AT FULL SIZE DRAWN GM REEVES SCALE: i'=300'FULL SIZE iit 0 1 2 3 IN CHECKED KK HEIM NO.29160.01.00 REV 0 1APPROVED KK HEIM t t 1 l I t t t I APPROVED JM BRADY ___._.____ J.01 0 0 1 2 3 4 5 6 7 6 cm DATE DECEMBER 10,2020 1 1 I 2 I 3 I weIMMI.covs.*w.�s 4 T 5 6 7 6 9 I 10 O el_ .�_ 11 r j i NOTES NORTH OUTLET O EAST H 1. AVOID MAJOR MATERIAL DELIVERIES AND HEAVY CONSTRUCTION G REDWING ROAD/ COURT TREET TRAFFIC DURING SCHOOL DROP OFF AND PICKUP HOURS. G FAIRWAY LANE 2. 'CONSTRUCTION ENTRANCE AHEAD'SIGNAGE SHALL BE A MINIMUM OF 250'BEFORE TRUCK ENTRANCE SIGN. 41 `/.# / 3. TEMPORARY CREEK CROSSING FOR EQUIPMENT ACCESS: A.INSTALL 30'TEMPORARY CULVERT,BACKFILL.ADD lib r TEMPORARY STONE SURFACING TO PROVIDE CONSTRUCTION ARLINGTON DR \ EQUIPMENT ROUTE TO SOUTH PROJECT AREA B.CULVERT MAY ALSO BE USED FOR FLOW CONVEYANCE DURING SEWER INSTALLATION BELOW CREEK - C.UPON COMPLETION OF THE WORK REMOVE THE TEMPORARY CROSSING MATERIALS AND RESTORE CREEK SECTION PER iii, STREAM CROSSING DETAIL ON A.06. F ,1, F e' AMeR/CAN/FO/Op PUMP STATION TO BE ABANDONED ROAD (BY OTHE7S) i. 3 s / FUTURE PIPE h• Ps £ E r.{t £'. (BY•THERS)� ! i;.;»3 /, 1 / 141 ft ft * —..iii.,' a< a"-" t ''''.' MCCOMAS 1 w •• •••• , - I — ' / % BARRINGTON DR ."'"^ ,..... - CONSTRUCT STABILIZED NOTE 1 CONSTRUCTION ENTRANCE • IC ACCORDING TO DETAIL 9040.120. i L Imo— MAINTAIN THRU DURATION OF t`J'1 I CONSTRUCTION AND REMOVE / t UPON PROJECT COMPLETION l i D / 7 I LEGEND D j I m CONSTRUCTION ACCESS I /II I1 HOOVER ELEMENTRY C \� SCHOOL TAFT AVE SE C —\ NOTE3 " '/ / �� �, _ ,,'EEL PRYBIL GENERAL PARTNERSHIP '' -" _ r*� '� CONSTRUCTION LIMITS(TYP) / 11 NO. REVISIONS DSGN CHKD APVD DATE SANITARY TRUNK SEWER(TYP) B //' B NORTH BRANCH SNYDER CREEK APPROXIMATE CENTERLINE Stanley Consultants rr / / EXISTING FIELD ACCESS r CREEK CROSSING 225 Iowa Avenue,Muscatine,Iowa 52761-3764 wwwstanleyconsultants.corn p0 • CITY OF IOWA CITY `/ / SCOTT BLVD TRUNK SANITARY SEWER EXTENSION IOWA CITY,IOWA / // A /I �/ AMERICAN AND TRAFF CION CONOTROL AD PLAN A ./ DESIGNED KK HEIM AT FULL SIZE DRAWN GM REEVES SCALE: 1'=100'FULL SIZE 0 1 2 3 IN CHECKED KK HEIM NO.29160.01.00 REV. '' 11 1 1 t t I I APPROVED XX HEIM 0 1 2 3 4 5 6 7 8 cm APPROVED JM BRADY __.______ J.02 0 O DATE __ DECEMBER 10,2020 1 2 I 3 I 4 I 5 6 I 7 I 8 I 9 I 10 psrwa.Er coHsurru.-s 11 I • NOTES: , I NORTH j '-CP102 I I 1. SURVEY AND CONTOUR SOURCE IS FROM MMS N 606940.14 CONSULTANTS SURVEY CONDUCTED IN 2019.AERIAL jj E 2194898.43 I PHOTOS ARE FROM 2019. G I il G MH S16(FUTURE) 2. PROTECT EXISTING FIELD TILE TO EXTENT FEASIBLE. REPAIR/REPLACE DAMAGED FIELD TILE.SEE DETAIL ON j I A.06 FOR REPAIR GUIDELINE. MN S15 3. AFTER CLEARING,STRIP AND STOCKPILE TOPSOIL AMERICAN (12-INCHES MINIMUM)PRIOR TO EXCAVATION FOR NEW I - ` .12 LEGION RD SANITARY SEWER.STOCKPILE TOPSOIL SEPARATELY - AND PRESERVE FOR USE IN SURFACE RESTORATION. RESTORE TOPSOIL AFTER SEWER INSTALLATION AND • -14 I REMAINDER OF BACKFILL IS PLACED AND COMPACTED. I I .1_ 4. DAMAGED FENCING SHALL BE REPLACED.SEE A.08 FOR FIELD FENCE TYPICAL INSTALLATION DETAILS. • ----------_-__-__-__ __-__-__-_ _ 5. SEE SERIES DRAWINGS FOR SOIL BORING LOGS. 6. FOLLOWING SEWER CONSTRUCTION RESTORE EXISTING --/ I GRASS AREAS DISTURBED WITHIN CONSTRUCTION LIMIT F I , MSA.11 F . 1 1 , P104 WITH SEEDING.GRASS AREAS INCLUDE THOSE ON DRAWING MSA.02,MSA.11,AND MSA.12. MH S13 N 606038.84 -'` E 2197074.97 I MH 512 I - j MS ` .10 (�..��1 • I I �, MH S1'.. I I MH S10 , �� I µ-)�, �j E j j IMH MSA.09 .,.. E j 7.' .- .. MH SB �` I UARTER SECTION 1 ' Q - #212 INES(TYP) MH S7 d. ----- ' --- 4 1 Iz-SCOTT BLVD D I�TAFT AVE SE I I IMH S6 j M SA.07 - I 4•. j j I I 40irivi, SA.06 I UTILITY NOTICE: THE SIZE,NUMBER AND LOCATION OF EXISTING UTILITIES SHOWN ON C C '� SSM , j THESE DRAWINGS ARE APPROXIMATE AND ARE FOR GENERAL MH S4 I INFORMATION ONLY.UTILITY SERVICE CONNECTIONS ARE NOT SHOWN ON THIS DRAWING.CONTRACTOR IS RESPONSIBLE FOR OBTAINING EXACT • LOCATIONS OF EXISTING UTILITIES FROM UTILITY COMPANIES.SOME 1 e I EXISTING UTILITIES MAY NOT BE SHOWN. MH S2_ MS imlle '.05 MH S1 MSA.04 ' II I NO. REVISIONS DSGN CHKD APVD DATE e MSA.03 . M B IHORIZONTAL AND VERTICAL DATUM MSA.62 HORIZONTAL MEASUREMENTS WERE GATHERED ON NAD83 IOWA STATE PLANE SOUTH Stanley Consultants O 0211 I VERTICAL MEASUREMENTS WERE GATHERED ON NAVD88 DATUM INC. OUR INITIAL SURVEY IS BASED ON THE JOINSON COUNTY GPS MONUMENT/31-92-41. NEW MH 1379-22 I A SCANNED COPY OF THE GPS MONUMENTS DETAILS IS PROVIDED AS HARD COPY. 225 Iowa Avenue,Muscatine,Iowa 52761-3764 HORIZONTAL CONTROL www.stanleyconsuttants.com PNT/ NORTHING FASTING ELEVATION DESCRIPTION LOCATION CITY OF IOWA CITY 210 602866.86 2191808.30 - FOUND 5/13.PIN W/YPC/7035 I 211 602174.32 2191773.94 - SECTION CORNER NAIL IN CONC. WEST 1/4 CORNER SEC. 19-79-5 SCOTT BLVD TRUNK SANITARY SEWER EXTENSION 212 604821.59 2191712.01 - SECTION CORNER CUT'X' NW CORNER SEC.19-79-5 IOWA CITY,IOWA -RAILROAD I I 300 602136.11 2194496.84 - PK NAIL END OF HAMMERHEAD- WEST SIDE OF COMPASS DR. / I yEanceLsainmamtomoss. SANITARY SEWER ' PNT/ NORTHNG FASTING ELEVATION DESCRIPTION LOCATION KEY PLAN &SURVEY CONTROL I 41 610201.91 2192045.80 744.77 JOHNSON CO.GPS/41-92-41 CORNER OF COURT AVE.AND SCOTT AVE. A A ' DESIGNED KKHEIM AT FULL SIZE DRAWN _ GM REEVES SCALE. 1".250' iii#210 'IT ------ ---- ITps 0 1 2 3 IN CHECKED NO.29160.0100 REV. o I I I 11 I I I ' I APPROVED M BRADY p 0 1 2 3 4 5 6 7 8 cm MSA.01 0 i DATE- DECEMBER 10,2020 U I L 1 1 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 O.-Amer cOSIATANTS I 11 / \,., '4.F.- ' ��q NOTES: • /*•°° /-^' ///�\�^S• / •• 4"' \ 1. REPUICE EXISTING MANHOLE IN ITS ENTIRETY. ••� ASSUMED SOO YEAR "-_ -"-- - - - / N • s,,t- •• -' \\� / •Y CONNECT TO EXISTING 30-INCH SANITARY TO SOUTH. ••� FLOODPLAIN �••'� -- ASSUMED 100 YEAR ,-' 11 . . ' // • • f` • •• •".... �• FLOODPLAIN \\. ' 81 / • / ` _or 2. INSTALL ONE PIPE LENGTH OF 8-INCH PIPE AT 0.4% G G `•• ••` E.PLUG PIPE END WITH MECHANICAL PLUG. • •• -• •• _ ---' - \\ \ •// ,GROUND WATER=ATSURFACE•/ •// a TYPICAL ALL STUB CONNECTIONS ON ALL SHEETS. •••..• ,/ - '-.\\.\\� ',/ /� // .•/ _I 3. REMOVE EXISTING FENCE AS NEEDED TO `PROPERTY LINE '.\\ \\ �' SCI RECORDED / DISTURBED MODATE FTECEONS CONSTRUCTION. N.REPLACE EPL CE --- ! \\.\\ y ,PA PRVBIL GENERAL // STREAM(TYP) .� I/ PARTNERSHIP // . I / . TRENCH THROUGH SIDE STREAMS AND RESTORE TO - SEED MIX 1 \ \.l 670' ' SEED MIX 2 // 6p'TEMPORARY �� ) PRE-CONSTRUCTION CONDITION.MAINTAIN POSITIVE - SUNRISE VILLAGE LLC \ _----- \ - / CONSTRUCTION Q v _ DRAINAGE TOWARD CREEK. -- --- ---- 02 ___ ----- `__- . • -�"-CONSTRUCTION':`, •/-' - EAS T 92901.0 5. ACRES. _ _ \\s ' 1 N603245.21 • N 934.45 \• E 2192606.23 \\---------"" 30'PERMAN NOTE 4 / EMEN .� i E 21 0 / WETLAND DISTURBANCE ANTICIPATED,0.047 ENT // . I ` : / STOCKPILE SEPARATELY TOP 12-INCHES OF LIMIT.(TVP) ." li-�a NT ,EASEMENT / WETLAND TOPSOIL AND PLACE BACK IN WETLAND. 11T1f111171111111f1111•I 11.11E11 I II•I11♦II�II�II1III.hi11�I1!II1U F.tt�r17i1� // D • REPLACED WETLAND TOPSOIL SHALL BE INSTAL --- �, --' \ ft / TO MATCH PRE-CONSTRUCTION CONTOURING. _--"-_____--_------- -=---_-_�yc_.-_�.! ___-_ .�. ,•.� -r-.r-�---,e -ar� - _--__\ * WETLAND TOPSOIL SHALL NOT BE STOCKPILED n,�s+-,., .--—-- - ;;::•'�.'1': - • LONGER THAN 180 DAYS.STOCKPILED TOPSOIL _ ti F ________ ___ . . ; ,..;,a:.;;.•:•ti;:::.;:,;• ____.___________ __ , ' .:;.� �� ♦ SHALL BE PROTECTED AND NOT ALLOWED TO DRAIN 30' I INTO EXCAVATED PIPE TRENCH. EXISTING NECTION -" `T 8 CON L 5 S U •'`::•' MIX "- EED 2 _1' _ P AN •: _ 6/J } _ RC S - _ 11 .•i�•� .;tom:.::• 3;Y1 __ ` ( ) y- ''yK. --._.._.. _ �%r. •i=1�='•:':�):i'•. .r'i{1:... e.---- 6. RESTORE EXISTING GRASS AREAS DISTURBED WITH _ 1 ..y104.-3 •,�„- -_-_ - ,.�,' '� PERMANENT SEEDING.IF PERMANENT SEEDING CAN -___- ;• ,NOTE3 �- k. '� NOT BE INSTALLED,PLACE TEMPORARY SEEDING ----- �• • • :•:%`, •��:'^:•'::°:"•'�.'.' AND EROSION CONTROL ACCORDING TO SWPPP _-_ - I ___-- AN - REQUIREMENTS 11 - - ---" . ao•s rroo t3*Qb' li 7q, '� ;'-• _ N 603064.87 .` • MH St 4N `+-.�,� . - •;�;:r:A:;,✓ ;;;,;;,;; , , , _ CONSTRUCTION- E603064048 zV,�E° ••1NOTE 6..� ,• 'NOTE4 N:603220.09 I ��` .�_ , ': - • %:!: -_-_______-- LIMIT,(TYP) �•, .. . .•., • E:2192918.52. � . • • • •• • • N 602999.22 • - NOTE 6 _ NEW MH 3 9 22 '{': .�.A• _ ,,,,.,, ,may;. E 2192 50.36 ��:' `•N:602935 57 .n::%• ���c:��. - _ ..1•.• '.-'t+,'-•.''. '?t:I SCI WETLAND 3 ••E:2192648.64 - ..a...a...►• T 1 A. NO ES •NOTE _ - LJ• �1•s-sr - \ N 602893.15 ---- ------------------------ -_-- E2192829.67 �,�..,y • i_____/____E2192649.76 ____ -----_-_-- __- �` -' E21092882.24 `` =.• C:J4x_ '�'xa.3t5•i __?�aex3T,. _ _x l_ _-_ _____ / -\__ _ APPROXIMATE NORTH ._ __________„iiiii__ =-=-+,yeg � Y.ZT _ _ '- _-e, - - SNYDER CREEK CENTERLINE -'- --- - ----- _c -=L� _ i __ cri �fll��� \ ______-_ --\ 7 , 1 (7ti 680 680 MOM T._ IMME - MHN�1379-22 e t7 670 - � .. 670 C I-- O IIIIIIIIIIIIIIIIIIIMIIIIIIIMIIIIIIIIIIIII =r- -OUNr r_. APPROXIMA NORTH ,II - `-. �9.17' - ::EK BOTTOM IIIIMMINEMMINIOMMIMONMIMIll - - - - ,.OF 3p•$AI• 0.20% • NO. REVISIONS OSGN CHKD APVD DATE 0 M - IIIIIIIIIIIIIIIIIII 650 Stanley Consultants INC. zw P.agi.1; — _-- 225 Iowa Avenue,Muscatine,Iowa 52761-3764 3 m ci.e_ _ �e^._:.,,.. www.stanleyconsultants.can_ ..0 0 S ±+ CITY OF IOWA CITY - - �-T. ' - 0-3 • - SCOTT BLVD TRUNK SANITARY SEWER EXTENSION O=z z z- 4!W-SW IOWA CITY,IOWA w_ww w_ _ 478'OF30"SAN 4,i - SANITARY SEWER 640 640 PLAN AND PROFILE A 9+90 10+00 11+00 12+00 13+00 14+00 14+20 SHEET 1 A DESIGNED KKHEIM 1'=20'®FULL SIZE AT FULL SIZE DRAWN GM REEVES SCALE: 1'=40'@J 11X17 0 1 21 3 IN CHECKED KK HELM NO.29160.01.00 REV I 1 I I I I f I I 11 APPROVED KK HELM CI 0 1 2 3 4 5 6 7 Ban APPROVED JMBRADY MSA.02 0 DATE DECEMBER 10,2020 U — - 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 OSr•aev casu1.nwn I 11 • 4-0 \ / / _ ------- -_ -------- - �RTti NOTES: \ S \ / .--- __ 1. AVOID WETLAND OUTSIDE OF CONSTRUCTION LIMITS.THE \\ \ N -- / -E8L PRYBIL _ \ CE OFF 777 ______ _ _______________ _ AREA THAT WILL NOT BE TRENCHED THROUGH,FENO - / GENERAL Y \\ ----------- AND AVOID STOCKPILING MATERIALS OR DRIVING0 \ \ THROUGH WETLAND. 1I \ \ _ '672_-' ' _'- - PARTNERSHIP --__-- _ ` --` 2. STAY WITHIN CONSTRUCTION LIMIT AND AVOID SIDE t \ ♦ / _ \ x \ ♦ --QUARTER SECTION LINE(TYP) / _ ''\�_ STREAM OR STANDING WATER. • I \ �- _ — — — \ J / ASSUMED 500 YEAR - T ,\ ♦ _ -_----_ M. --- _ - N60343&87 -_--_ \ - \ CONSTRUCTION ` PARCEL LINE(TYP)-I/ -E 2193351.58 -- \ LIMIT(TYP) -_-_ .• _ _ 30'PERMANENT \ '�' _ EASEMENT • ce,r 667- T� 18i00 \ ii \ 7+00 uww, 7` __-_ 15+00 - �/ 30'SAN - _ - T- - 1--�— --4--1- _ —'�-_— 1 < —�' - - - ±-1i -`__ \ • w —�- y e- - - --F--- — _-1- --r-- I 3.81 MH S2 \� o __ I �_I.1 _ - _.--7_ N:603408.85 y 18.52 �I "Ir ` ' I .. _ . . . . _ . . _ . . _• — — . . — . . _ . . -• 1Iid II II1. II I 1-.' •E 21933 O2 rl i ) I ,_ I I `I-� _ - _ TT�-1 1 - _ — — _ E 2193328.55� _ ^�t� ?`� � \ ` — — — — — — sss / _—/ ' I I I I I I I 1 I ��I Iy,l - _ `�'` \I \ ` / / ASSUMED 100 YEA:111218 — — --- — _ _, —��� _ II* NOTE 2 'o •`,/E / FLOODPLAIN - •--�� N 603359.65 ``�, �� ? E \ ' - �•�.- -- E 2193329.57 \ `` r, SCI WETLAND 3 N 603201.307 \ _ . i �.� --------___ __- \ ` I.,,, - �E 2193005.01 / �•- I-- / NoRTHBRANcHsNvoERcREEK _ \ C..O n,>,". _ N 603203.71 �� - APPROXIMATE CENTERLINE SCI RECORDED ` \ _ {-� C ,. -_ - E 2193051.63 / _~ `: ;...t "4 \ / - * �� TEMPORARY EASEMENT STREAM ITYP) j -v. 3 •`_�.__--- _-- ,_ J�-•�� OFFSET APPROXIMATELY \ ��••� - _ � _ _-FOLLOWS GRASS CREEK BUFFER - +���-M'��'-''fir.•"- \ , -'-•`; «:• - �� __ ——-- ASSUMED \ AN ,..a - - / _." ram. 1':y� `i. 6p �p '1� WO 6S0 MH $2 c 670 X W 670 �s - —__ _ _.. ___ EXST GROUND -- — _ _.. - APPROXIMATE NORTH - -- - -- __SN.YDER CREE.0 BOTTOM.-_ .... ,I,EVATION AL LNG SEWER -- - - .__ 660 —/ — — —" 660 478'OF 30'SAN 62 0.20 J-__. _ _ - NO. REVISIONS DSGN CHKD APVD DATE - B - owW _ 650 `• — 650 Stanley Consultants I . _ v"'i"i v> 225 Iowa Avenue,Muscatine,Iowa 52761-3764 - 4'`+'V V wwwstanleyconsultants.com E I _.. Wilful CITY OF IOWA CITY ______ _ w ___-. SCOTT BLVD TRUNK SANITARY SEWER EXTENSION _. - _ _ IOWA CITY,IOWA 304 of 30"sAN 0,020%- "- - - SANITARY SEWER 640 — 640 PLAN AND PROFILE A 14+20 15+00 16+00 I7+00 ' 1 18+00 19+00 19+20 SHEET 2 A DESIGNED KKHEIM 1•=20'@ FULL SIZE AT FULL SIZE DRAWN GM REEVES SCALE. 1'=40'@ 11X17 0 1 2 3 IN CHECKED KK HEIM NO.29160.01.00 REV o I I 11 1 1 1 1 I I APPROVED KK HEIM 0 1 2 3 4 5 6 7 8 cm DAATE DECEMBER 10.2020 JIM BRADY MSA.03 0 1 I 2 3 4 I 5 I 6 I 7 I 8 I 9 1 10 ®sr.,ne.CONSULTANTS 1 11 �O q \ _ Ty NOTES: _-_` i \ \\ / PROPERTY LINE(TYP) I \s // / / _ _ \\ \ • I\ 1 s\ PRYBIL FAMILY / / / / / / I 1. AVOID WETLAND OUTSIDE OF CONSTRUCTION LIMITS. G ' `-` \ \\ \\ \\ 11 \ INVESTMENTS / / ' / FENCE OFF AND AVOID STOCKPILING MATERIALS OR /// DRIVING THROUGH WETLAND. G i ` \\ \ \\ I \\ \• \ . � \ / // 2. MAINTAIN PROPERTY OWNER ACCESS TO PATHS TO \ E&L PRYBIL \\ \ \\ \ _ \ \ / / - EXTENT POSSIBLE. �/ GENERAL \ A G,'.,y / / // / PARTNERSHIP \ �\ \ \ /// // E 3. STAY WITHIN CONSTRUCTION LIMIT AND AVOID SIDE ' + `` \ \ �'= - /ASSUMED 500 YEAR ''% STREAM OR STANDING WATER. \ \ \, - - -CONSTRUCTION LIMIT FLOODPLAIN / \ O `\ \\ \EJ J/'s 'B2 _ _ _ -._ /' ' ' / o'%:i •�` + _ \ \ BORING DEPTH=20' __ _ / .�' i _ ` \ _ GROUND WATER OBSERVED __ _ ,� / i 1- _ u- _` _ ,``\ -\ / \\ AT 18'DURING DRILLING _ - /// - ' Tm'b, / ' y _ \ v ♦ J56,9\� \\\/ \ - /� / ONTO' /w• �r0.0 lee o m _ `--1ItlE 00 .;, `\ \ �~ N 6 3437.62 _ _ / ...Ir.;N ��-- a a- i1 • . .leisz ♦ ` E 2193653.37--__='�-__- _ ' / ' • •� /// i rn0 i / �� •• 1 S + o SCI RECORDED /' ♦ i'SgN / \ "4� '" 30'PERMANENT\`--- _ ' l / O, • /SCI WETLAND 2 ' '/ ' �'LL_\STREAM(TYP) �, �� **es..~` EASEMENT + ��. i - ��� r ' I •' - 00 .TEMPORARY EASEMENT _ /t aT"�` _ ' �\ -._..._ ZZ,�� y APPROXIMATELY FOLLOWS /'"' ' _..._ __.-1 ASSUMED -'- -- \ . .,. / I I I�� `'> -`-'_-------Ji GRASS CREEK BUFFER -n '�"" 1 FLOODWAY \ ' I I'�?- �r.)� i e' '�� A,. ' a y NOTE 3 +'��i �' i • 1 (MI Isla T `..-• �" E ASSUMED 100 YEAR I �-I gas_ • 1 I.�"F Y�... ' '�f ' N 60346266 E __ -_ `- FLOODPLAIN '. + + \ • 1 1 7. _'y�{.I_)♦ I I I 1 1 /'' r ___ E 2193620 45 \ \ / �Mk + \ i NOTE 1 �. •...`. + - N:603407.58 • 7 I \`_ _ •41, ._ _ _ __ 60341 A.53 • / C�»7 .. — \\ ' \ ` _ _ --1, ___ E 2193759.88 ' / V,4 Y NORTH BRANCH SNYDER CREEK / 1 _ 'APPROXIMATE CENTERLINE /_ `- _ _ // i %-)''W. ' !" �� _ -._. 2� —.-- ___ -_- E219 N603394 8 / / �� 'as NOTE N 603377.80 ' --_ E219361016 N 603382.12 / -, .� t `� • -_._- 3684.17 E 2193721343�e • // '^�] , D _. , r Wiz' D 680 680 _ MH S3 2 _ .4..6 2; ,W _ 3 670 cc670 ,. FXST GROUND __ '--' rigY,auTE NcEgur _--- _ SNYDEP SF EK BOTTOM ELEVATION ALONG SEWER _ .. __ - 660 _ 2 660 •_. e__ .._ _ 304'OF 30"SAN @ 0.20% _� 4 U' __ _ - _ .. _ __ I_-_ �_.. - _ _ .a. _ ._._- _, __ . .- _ _.. .__I I_ 1 - NO. REVISIONS DSGN CHKD APVD DATE s _ c �► B B Z y . v�mom .. _. ___- - Stanley Consultants INC 650 °5i 650 _ a - - p Z Z -_ 225 Iowa Avenue,Muscatine,Iowa 52761-3764 W lu W III www.stanleyconsultants.com __ - IIIIIIIIIIIIII _ - - -- CITY OF IOWA CITY SCOTT BLVD TRUNK SANITARY SEWER EXTENSION — SANITARY SEWER 640 — 640 PLAN AND PROFILE A 19+20 20+00 21+00 22+00 23+00 24+00 24+20 SHEET 3 A DESIGNED KKHEIM ' 1'=20'@ FULL SIZE AT FULL SIZE DRAWN GM REEVES SCALE. 1'=40'@ 11X17 rc 0 1 2 3 IN CHECKED KK HEIM NO.29160.01.00 REV. I t I I I I I I 1 I APPROVED KK HEIM RQ 0 1 2 3 4 5 6 7 8 an APPRDATE DECEMBER 10,2020 MSA.04 0 1 I 2 I 3 1 4 I 5 1 6 1 7 I 8 I 9 I 10 Osruiterco.suLtws 1 11 --- _ _ ------ — _ _ --- - --- NOTES: __ NORTH 675� — i ----- -----_--- --_-- \ - .67 _ B-3 .— / 1. AVOID WETLAND OUTSIDE OF CONSTRUCTION LIMITS. ____I_____----- " -IC:ONSTRUCTION -----_-- _ d� _ _- G ---'--•� ` 3 _ _ -BORING DEPTH=20' -675— /' FENCE OFF AND AVOID STOCKPILING MATERIALS OR ' `N. 6� GROUND WATER=5' DRIVING THROUGH WETLAND. G '- MIT(TYP) �. "- BELOW SURFACE -_.- _---__--_ J-• - - __ -- 2. STAY WITHIN CONSTRUCTION LIMIT AND AVOID SIDE ..•-------- `- _---___ 4---__- _ STREAM OR STANDING WATER. _-- PRYBIL FAMILY- ------ ---_- 7 - _._A_-----"- INVESTMENTS \N _ _ - - - 30'PERMANENT -__ — — — _ �C- \ -_- EASEMENT - - i - - _ N:603656.83 "�"m B.3 .. - - _ - _— - - E.2194090.20� °im�.. _ . . .. --_-_ �" • • • ..---,---="'';' .. -ASSUMED 500 YEAR - -- -- 27s00- _ - - _._ _- "-- ---671----- - d I I FLOODPLAIN in' - 26*00 `-- - _ -- _. m __ 25+00 24"SAN _ \ _ Fzp r f� �'��� __.__ ___ \ _ \ :::::: '-�.-.-•�-.s•s.+.. 4�670 rr-ar._: �N FFI �y�, - — — TEMPORARYEASEMENT y\ OFFSET APPROXIMATELY z0/zI \I — _ . . —. . . SCREE -- _F _ . . — _ . . _-___ - FOLLOWS GRAS K - -_• -a --. �N603550.53 :yB N603610.22 '-:177 - --- - BUFFER -EJ - L._. ASSUMED 100 YEAR_ - E 2193960.35 _E 2194084.12 FLOODPLAIN SCI RECORDED - ! uIIIIIII. - _— - - - - -�\ _ - - STREAM(TYP) - - - _ E IN60JniliiiiiiSCI WETLAND 2 �_ . - _ 1.1 . ' _:.-/ ii — p E 2193909.96 ) N 603582.89 _. _ ---- �_t_�- - - - _ ASSUMED E 2,94021.15 NOTE 2-_--._. __ _ _ I b- \, I NOTE 1 .,- ' E 2194215.18 - / r �� 1--.3 ----- NORTH BRANCH SNYDER CREEK -- APPROXIMATE CENTERLINE ` -.- ce// < r}_..,,` uI k.:..» -- _ �, <t t1 .. - _ i -,: D _- D 680 680 ;-'D - 8 an - 41K 670 670 c c 660 - • _._„______ NO. REVISIONS DSGN CHKD APVD DATE cn B rZeW) .: MPthA 6 ,^1 Stanley Consultants INC. Gk__ _ _ 225 Iowa Avenue,Muscatine,Iowa 52761-3764 la ut W IL www.stanleyconsultanls.com - - CITY OF IOWA CITY SCOTT BLVD TRUNK SANITARY SEWER EXTENSION - IOWA CITY,IOWA SANITARY SEWER 640 ._ 640 PLAN AND PROFILE A 24-20 25-00 26-00 27+00 28+00 29-00 29-20 SHEET 4 A DESIGNED KKHEIM 1'=20'@ FULL SIZE AT FULL SIZE DRAWN GM REEVES SCALE 1-=40'*5 11X17 0 1 2 3 IN CHECKED KK HEIM NO.29160.01.00 REV. O APPROVED KK IM O 0 1 2 t 3 4 5 6 7 I 8 cm APPROVED M BRADY MSA.05 DATE DECEMBER 10,2020 1 I 2 I 3 I 4 I 5 I 6 1 7 I s I 9 I 10 °STD CONSULTANTS I 11 ‘- ro - °� NOTES: ry / / / _ /\ /615 • I / / // / 1. IF A FENCE EXISTS BETWEEN PARCELS,REMOVE AND i/"_ / / // \ REPLACE TO MATCH EXISTING. !6�.1'' I / / / G \ / / ' �_'- - G ' '�'/ / E&L PRYBIL / / I // ^\/ __, GENERAL / I ' - \ E / PARTNERSHIP / I - _CONSTRUCTION x'/I / / // LIMIT(TYP) ----' - ' ' ` i \, \_ ` .`_ �\ / \/ /// / PARCEL LINE(TYP) // /// // _ ' ' ... '�.) - __--_- ?inA O - T/ y --- y• 0�24� \` \ / / 1 30'PERMANENT / N 604133.80 \ t �� ��c O\ ,/S. -. / �1_ EASEMENT / 4' AN- _ _ E 2194615.93 m• F F \\�\ --.� i \ E 2194d50.07 �• ' 1 __-. __ __ 9g�000 I _ N o \ , 00 \ • \ - - ' ' `I �I� - �,_ - - N 604161 82 \,4ce-' \ • \ \ ��!!� \ \ \ `r \ ` // ' l ' I • �f /� -� -- E 2194631 7- • NOTE 1� iii • - '� _ _ '��'- - ' _ _ ♦ �_ ... - PRYBIL -�, \ -a \ _ DD _6T .i - +`y\ FAMILY \ \ / 7 G .� _ •! / 'INVESTMENTS �� / ' 3- 0 i ' E 604006 982 ,- ' ' _ '' l - , 7 i E /,,,,, ` • ...... CONSTRUCTION LIMIT \ \ �• • --i - I ♦/__ r / __ i� �•1 �4T1 \ MHSS T - 1 \ �N:603883.06 0 .- v NORTH BRANCH SNYDER CREEK �• ��.� - 1 ___- - __/ APPROXIMATE CENTERLINE �'+;' /7 \ ``` E 2194395 31 N 603832.95 •- . -- ♦ / -r _ \ `�\ \\- / N 603811.56 E 219444767 _ _____ i / i r /' Q �_▪ • / E2194445.88 ��♦ ' /� � ♦ • SCI WETLAND 1 �' / / rn N E 2194497.00 D 680 680 _. ® --- ---...-, __._____.... __ _. .. _ im- _ _ APPROXIMATE NORTH r,, -- SNYC ER CREEK BOTTOM ____ ,.._... -us- ELEVATION ALONG ZEWER 670 _____ _ _ - -- - EXSIURUUrvu __ __ -_ 670 C _ __ "_...__.. _. _ _ _ __ .__ C ___.._.. 44"OF 2a"S AN• 0.20% I - IGC OF 71'LAN660.203.. - 660 — — , - L 660 I ._._._ -.._... 3 - _ _ - NO. REVISIONS DSGN CHKD APVD DATE N�2W - _ c - 13 - 650 0 4 a - - 650 Stanley Consultants iNc. see errs 225 Iowa Avenue,Muscatine,Iowa 52761-3764 www.stanleyconsultants.corn - _ CITY OF IOWA CITY SCOTT BLVD TRUNK SANITARY SEWER EXTENSION IOWA CITY,IOWA SANITARY SEWER 640 fi40 PLAN AND PROFILE A 29+20 30+00 31+00 32+00 33+00 34+00 34+20 SHEET 5 A DESIGNED KKHEIM 1'=20'@ FULL SIZE AT FULL SIZE DRAWN GM REEVES SCALE: 1'=40®11X17 0 1 2 3 IN CHECKED KK HEIM NO.29160.01.00 REV D I I I I I I ? t T I I APPROVED KK HEIM 1 0 1 2 3 4 5 6 7 8 cm APPROVED JM BRADY MSA.06 0 DATE DECEMBER 10.2020 1 I 2 I 3 I 4 I 5 6 I 7 I 8 1 9 I 10 ©STµLEYCOMSMTW S I 11 NOTES: , MAINTAIN PROPERTY OWNER CREEK o�owwa ' ~ ----- -- -- ------- / | a '' `` /\ z TRENCH THROUGH��u��wmm�o�nm e��o�^�v�owmwmnow.wmw�wp��w � n���n�m��x/ �owvrnuu,mw -- ' "=.� .'/ "� _ r�°c� ~ _ _ - - - _ _ _ - - |.~ wm*."� -- s2,�63s57 -- -_ -- __ -- -- -- / ---- - - - - _ - ' /- - - om=co"oEo ~v=s=M(n7 ~ - EASEMENT " ' -_~-� ' -NOTE 2 37+00 A. CONSTRUCTION LIMIT ~- /--- - - ---- - -������� Nu��,y ~ ww^w,o �/ _ GROUNDWATER NOT AVAILABLE E 2194702,36s�mv��� � "�,m^�m ~- _ GROUNDWATER NOT AVAILABLE oom°ouc�"-�� =,r~--- ------- ��`��~�� ~ ~~~��' ~ ~�~~� ~ ~~~~~ ~ -- J�' �mwm,m - . ,^~_ ~~~~~� � _-- _--�'_- ~ ~_~~~ ~ - -670 ~ ~~~~~ -----`- =v°n.u��,"aw.ns"="""" .-----~^`~' ----------------- � � �� -_ -- _- _-- ' " ^p,mp/w^�ns"rcn=" '� ~- °= »"� " ~ ~~~~~~~ ' _- -- -- -- -__-_- ^'` / \ � "`'=�".� - --__---- � - "»�` -� r� �r '- , ~'^-------- - ---------- ��-~ -- K - " u ~' cz mo mo - - - --------- - - - r -- /�k/ mm | \x�| mm r u _ | __-P___-_-__ - /' SNYDER CREEK BOTTOM - ���� __ /�EUVATIONAILONG _--~ __ _nm � __ -- -- -- -- - 670 - --- ^ i - - --''- -- NO. "".=m= oua"'c"= ^=o m"s o - 4Wop24'mwm020m -- . . ---' Am'u~24u� �% ' _ -____-660 660 Stanley� Cons--�'-_-'-~ w- - W _ _-� �___�__ _ __ __ �I.wa�� "�,�`�� =°==""-==-rn _��� _� CITY n.m.�A mn - �� ~ J __ _ ,mn�m TRUNK SANITARY SEWER EXTENSION '»=CITY,'m= - - --- -���m — ------- SANITARY SEWER om - - �w LU -------- --- ------- __§50 PLAN AND PROFILE ^ mmu omo 36+00 m+oo m*m 39+00 39+20 SHEET6 ^ osmG°Eo Kmam ,'^�@ FULL SIZE =FULL SIZE ow�w GM REEVES u��' `~�@````` o , , o � o�:�o ��� °uonmm� �, � | ' / ' . �,mxau ��� ' ' ' ' ' ' AP ROVED �a�» yW8AO7 � v , , , ^ , " , o� �~�,�TE ������� ' 0 ' 1 / 2 1 3 / 4 1 5 1 6 1 7 1 8 1 9 1 10 m^~.-~.~. Ps NOTES: lio♦ I .\ 1.AVOID SIDE STREAM IF POSSIBLE.IF DISTURBED, ' „ � ;' / FLANNERY I E&L PRYBIL \ RESTORE TO PRE-CONSTRUCTION CONDITION.MAINTAIN G GENERAL ` POSITIVE DRAINAGE TOWARD CREEK. G / \ / \ \ PARTNERSHIP \ 2.IF FIELD FENCE IS PRESENT,REMOVE AND REPLACE TO ��� \ / \ ' MATCH EXISTING. ���� //t--- SCI RECORDED/ // \ 1 —. _ / STREAM(TYP) ro N 604704.13 QUARTER SECTION \\ a ,' 7/ t '// / E 2194942.75 ^\ LINE(TYP) B-5 /N60494985 \\ _ - - m / , `� BORING DEPTH-20' E 2195087 48 =•�� "NOTE 1 // / GROUND WATER=NOT OBSERVED .... \ \.- - - - - / / • // NOTE 2 j \ — \ r w 30'PERMANENT F • // _ 40+00 _ . . _. .. . . .. -. '''---"""��� . . . . . . _ . . ._ . . ._ .. p w LL EASEMENT _ F OI _ • SAN_ I 41+00 ~ w _ c> Op • n N 604564.31 �• \ - - - - - 42+� - - N m 43+00 Ir~ ./.// ,?� . \L,/,.... E 2194914.12 \ \ — - - - 1 G i ^ \ \'\ . . MH S7 .. .. . . ._ .. .\\ . . _ . . _ .. / N 604979.87 m _ -- _ CONSTRUCTION N:604687.10`\ — \ — — — — — • • — • N 604855.65 • • — •�/' ' — — • E 2195166.85 to ',_ �'^^ LIMIT E:2194967.54 \ N 604836 48 E 2195097.67 / ‘'z 4 \ E 2195089.93� N 604913.55 MH S8 N 604949.83 m 1"� `^, \^^^ \ ^`-- \ - / N:604938.02 E 2195164.039 \-� > \\\_ _ - _ r E 2195739.83 ; - ^^ ^^ \T __ • \^ -- } / -__ 20485922_ ` 0472948 � \E i_ i - . 195103.49 �� �..?'.-..1 .�.. . E E 2194954.00 `--_ ` l E 2195028 70 . -- ^\ E N 604918.79 r N 604922.21 % • ..�.+ _ \1 \ -- \ '! _ -_ a �,\,\\\ E 2195139, .. /2�\� E 2195145 62 / � I�}"'.r' \ ■-, `\ II N 604687.32 // �� -- - ^^- `\J �\ /-\`\�^� \ ,.7;---1; j/j% ....._ -•.'t +4 `�_ E2195022.09 _ - ,,• I \`\�\�`/j////� \ham S��j�; ...�� '�7 '' -_ sr; SCI RECORDED -'=r / // a�STREAM(TYP) ` -- ._'�'-_-.)----r==��-� _ - / j / - ,�`^ / --__\ '/ _ `. /-/ -Z. NORTH BRANCH SNYDER /IIII. = -_„// - // / CREEK APPROXIMATE CENTERLINE / - _ ,./ / ^\ ^ \ / - \ / \r.^ Cr, /j / // _ _ \\\ I ` // `/ // / \ 1 ',— —" D D 690 690 (1- e - S E. m i '`m ''- 680 LL 680 O.. _ �W APPROXIMATE NORTH .g g C i- SNYDER CREEK BOTTOM C -- '`a ELEVATION;LONG SEWER 670 670 - - NO. REVISIONS DSGN CHKD APVD DATE B 497 OF 24'SAN 0.20% '— 291 OF 24'SAN G'0:2®% 205'OF 24"SAN @ 693 0�' ---- B emoomMr.---. M 660 tiff — --1 = 660 Stanley ConsultantsINC. co 6 Z hi 225 Iowa Avenue,Muscatine,Iowa 52761-3764 a2 3 to ---- www.stanleyconsultants.com - aN&;m 'o$a m --—^ CITY OF IOWA CITY e�i-em. T- ------- SCOTT BLVD TRUNK SANITARY SEWER EXTENSION + �� � �? IOWA CITY,IOWA + °AZZ n zz wu�ww z — - SANITARY SEWER w W w w 650 _ 650 PLAN AND PROFILE A 39+20 40+00 41+00 42+00 43+00 44+00 44+20 SHEET 7 A DESIGNED KKHEIM 1'=20'@ FULL SIZE AT FULL SIZE DRAWN GM REEVES SCALE. 1'=40'@ 11X17 0 1 2 3 IN CHECKED KKHEIM NO.29160.0100 REV. 1 APPROVED KK HEIM o I I 1 1 I I 1 1 APPROVED 3MBRADV MSA.08 O 0 1 2 3 4 5 6 7 8 cm DATE U DECEMBER 10,2020 k, 1 I 2 I 3 I 4 I 5 I e I 7 1 a T 9 10 °STANLEYCONw,TANTS I 11 47ic''s NOTES: G EEL PRYBIL G GENERAL PARTNERSHIP I N 2195142 3 60'TEMPORARY I 1 \ \ _ _f--- E 2195142.32 EASEMENT CONSTRUCTION \- __-- - CONSTRUCTION` I\ _ _ _ \ - LIMIT(TYP) - \ `683 _ � ,_\ / - - -�80_ ~ _680�--�Bg - - \ -LI,14105389.70 95287.39 - \ 6 �_ _ _.7/ 30'PERMANENT 9p� 82` '� ` _ EASEMENT MH 610 ..' ..- ._1_ - - 00 nimi E 1 ' -\\` - ' i '� — . . _ _ . . ._ . . _ • ��.= . . ._ . . — . . — . . — . . _ ---_. . -N:605373.85 ---_-_ _--_ F .--- — ` — . . __ , , .. _ E:2195312.85 '\\----'---- •---- • - 1=1 ----+ • 45r0� -- N:605135.40 \ \ ©©� 49+00 i PE:2195170.14 \ \ — ---�- �n,�� ?-4 24' AN - - \ N 605183.48 • — • . — . . _ . . -- . . _ . . _ .. � c _ I E 2195233.84 \\\ N 605285 83 • _ — g T�� N 605120.20 `- - - \ E 2195295 13 \ 15._ �� i - E 2195186.82 - - - - - - - - - - - - m CONSTRUCTION // _- -' -` -�1� N 605320 36 8�0�_�_ - = • M `'� ,/ m LIMIT l --~ --_-- -____-_-__ _ ^ E 2195306.92�-_ __ ➢1 / // / / N605105.91 _ —67 - _� � __ ---- �_��a-- 01 t �` // //l E2195193.09 V\ ` =-__ _ _ ?� _ __- --_-- - 42 a j`�4 �° '/ / 11 \ / _..<i_,,,, +� E ��%i N 605089.45 i _ (�`j ' - ..� %i- E 2195188 52 �> -- -^^� i -..--' / ' — ,3 ¢ "m - i FE 211995675.23 �� 2,-- •/��/ ------- -•NORTH BRANCH SNYDER — — — — ." ++ - �'/^— — — --- -- j j '/ CREEK APPROXIMATE CENTERLINE / \ V j --I j N 605052 45 t / _ / E 2195196.59 , -, / Crl D D 690 690 --------------------MMW MH --- OMIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIMIIIIIIIMIIIIIIIIIIIIIMIIIIIOMIMIIIIIIIIIIIIIIIMIIIIIIIMIIIIIIIIIIIIIIIMIIIIIIMIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIMMIIMIIIIIIIIIIIIIIOIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIIIINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIILTAIIIIIIIIIIIIIMIIIIIIIIIIIIIHIIIIIIIIIIIIIIIIIIIIIIIIIIIII ------- '-------------®--- —_----��AMNIIIII------_-----IIII.MEMIMMM--- —_-----+IMIIIIIIII------_--_ IIIIIIIIIP --- IIIIIIIIIIIIIIIIMIIIIIIIHIIIIIMIIIIIIIIIIIMIIIIIIIIIIIIIIIIIMIIIIIIIIIPIAIIIIIIIIIIIIIIIII=IIMIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIMIMHIIIIIIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIIIIIIIIIIIIIIIIIIIINIIIIINIIIHINIIIIIIIIINIIIIIIIIIIMIIIIIIIINIIIIIIIIIIIIIIIIIIIIII 680 IIIIIIIIIIIIIIMIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIMMMIINIIIIIIIIIMIIIIIPPJIIIIIEMIIIIIIIIIIMIMIIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIMIMIIIIIIIIIIIIIIIIIIMIIIINIIIIIIMMIIIIIIIIINOII=11111IiIllMIS— 680 -------u--_-�� ���,�7�i1�� - ------ C ------ ,�i�-_---�WYN:(�1YYYi [.].I -_--�-_- C ��-_——_— MEM IIIIIIIIIIIIIMMMMNNMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�/ IIIIIIIIIIIIIIIIIIIIIIIIIMMIMMIIII/IWIIMIIIIIMIMIIIIMIMIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIII ------- -----___ ---=MlI--_— MIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIMMMIIIIIIIIIIIINIIIIIIIIIIIMIUIMIIMEIIIIIIIIIC=I=OIIIIIIIIftWMMIIIIIIIlliiilIlliIllnilMIIIIIIIIIIIIIIIIMIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII MIMI 111191111111—__---iim II IIIIMIIMMIIIIIIIIIIMIIIIIIIIIIIIIIIIIIII=MIIIIIIIIIIIIIIIIIIIIIMIIIIIIIMIIIIIIIMIMIIIIIIIIIIIIIINIIIIIIIIIIIHIIIMII II IIIIIINIIIIIIIIMIIIIIIIIIIIIIIIMI IMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIII■IIIIIIIIMNIIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIIMIIIMIIIIINIIIIIIIMIMIIIIMIIIIINIIIMIHIIIIIIIIIIIIIIIIIIIMMIIIMIMII II MMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMM - 670 MNIINMIMIINMIIIIIIIIIIIEIIIIIIIIIIIIMIIIIIMIIMMMMMIM IN MMMMHMMMMMMIIIIIIIIMIMMIIIMNMMMMMIMMMIIIIIIIIIIIIIIIIIIIMMMMMMMMMMMNMMMIIIMMIMEIIE9EM:10tillMMMIIIIIIIIMm- 670 - �������■� I����������� ga ���� ��■������!!�l y T.1�� ���a III■ _-- -- ------� /—_-- „ �. NO. REVISIONS • DOGS CHKO APVD DATE ��� ��• -� _�_�� - � ���u� mom _----—— ���������������� B ®� 11 111111111111.111i■— FiiillIll111111. IMIMIIIIIIMIOMIIIIIIINN■II.MMIIIIINIIMIM■MIIIMIIIII.nleIIIIIIIMIIIIIIIII.MII■IMIIIW IIIIIIIIIIIIIIIIIIIIINIIMNINIIIIIII MEM B �����������������M�����i����� M ����I_■����MI--���■�IM--���---��aXT�--�� m 660 - Stanley consultants INC. - _�O��----------- - - 660 --_--MNMMN:4 -----_---_--NIIIIM _-- 225 Iowa Avenue,Muscatine,Iowa 52761-3764 -----IIIIMI4,• y _----_—_----IIMIIIIIIINIgE +IIIIIII_-- www.slanleyconsultanls.com - IM11111111101111111111111MINE IIIIIIIIIIIMMIIIIIIij!gr�.�-���������������J! ��� - --__—�IIR1t..f..�---_---------m _-- CITY OF IOWA CITY --_--II :lg®--__--_-----IMIIMIII --- SCOTT BLVD TRUNK SANITARY SEWER EXTENSION -----INIMIIIIIn ----------------- IOWA CITY,IOWA ���������������������� 650 PLAN AND PR FE 650 E A 44+20 45 00 46 00 47 00 48 00 49 00 49 20 SHEET 8 A DESIGNED KKHEIM 1'=20'Q FULL SIZE AT FULL SIZE DRAWN GM REEVES SCALE 1'=40'0 11X17 '' 0 1 2 3 IN CHECKED KK HEIM NO.29160.01.00 REV. o I 1 1 1 1 1 f I I I I R IM APPROVED MBRADY MSA.09 0 1 2 3 4 5 6 7 8 cm DATE DECEMBER 10,2020 0 U 1 I 2 1 3 I 4 I s I 6 I 7 I 8 1 9 I 10 °STuaevcOe3'Aroeo I 11 0 N 219550.0 `- _. - X 'y NOTES: _ __2195503.0'� p 1. MAINTAIN PROPERTY OWNER CREEK CROSSING.AVOID AND E&L PRYBIL , - / - _ -� PROTECT EXISTING CULVERT.PROVIDE PROPERTY OWNER ROUTE GENERAL _- MH S12 /' ACROSS CONSTRUCTION ZONE TO MAKE USE OF EXISTING CREEK PARTNERSHIP �J� -$'--_N'605822.34 NO7F CROSSING. G G - - m E:2195528.52 - - �-----..--' - I 2 2. AVOID WETLAND OUTSIDE OF CONSTRUCTION LIMITS. r--`- l-- -' y- •`• J \ 3. PROTECT TREES OUTSIDE OF CONSTRUCTION LIMIT. ----BORING DEPTH=25' --------- i _ Op �Ip� 4. RESTORE ALL EXISTING GRASS AREAS DISTURBED WITH SEEDING. GROUND WATER DEPTH=4.5' I' ---- Z-�_/,�C 1�r�41 ' __------ \ \ �5� BELOW SURFACE i - ---- 5�% Np ,�@BC�y� - -_ --_ \ \ J SEED MIX TYPE 3 i Z. \:. .... CONSTRUCTION \ N 605607.95 -- _�- _-- •' _ ,•\ - . is --,__ LIMIT(TYP) 6gs \`\ E 2195429.27 ' • — _ % \ v^•.. S�- \ i NOTE 42- . i \ _ _____74 y T m / _ REMOVE TREES h \ `iy_ • .. . . . . . . . . . . _ .. ._.— ._ .. 30'PERMANENT ..^- .. .. i - E 21095554.01 'j /_ EASEMENT - � •• • rr - 2 , 00_-- _ 50+00 ""...`, pq•SAN r ,E 2195515.3 _i 7-�a� iO .N 605480.72 .- N:605595.02 �j -\ -Oy 6� SCI WETLAND 4' - -iz _ E 219541692 N 605556.38 - 'E:2195456.64 ' /' ,% �-:`� /yr - -. _ _� 1-.E 2195480.10 , ' �® j �' J70. EXISTING FIELD ACCESS \cO _ \ 2195485.79 /' ,�' _' ! .P OVER CREEK,NOTE 1E - _ ` \ / �/ / - �O / - o ~ NORTH BRANCH SNYDER CREEK E .m.. >. - -- -680 \� 1 �O i \ APPROXIMATE CENTERLINE _ � -�--_=--- _ _ i / i /--i- / /// •`NOTE2 /� �A Sim/ `-- • 6-11 `a I ` _ CONSTRUCTION LIMIT-- - _ 680• / N 605574.53/ 1 / E 2195492 44 i -- __ ..__ —_----- _. ----IIIIIIIIIWMH_ ..�.. . 0 —_ —_----- ME= _ _ ----_S12� +..'"..L....:.,,, c,:-b°"7_t7--. ---_------- ----�11'� - --------- M _—_------ —r.� ...� `4 ` .K ---------E�_--------- M �M ��1t Pl i) ---------PN --------- = NU t !•......, t NNMM = MI MNtHNNIMNN NI NN ra' c 680 T-___INNOMM____/jNNINENEMMENNININMENNINNININ<►MINNENIMNINNEMINNINENNENNEME■INNNIN 680 c IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMMIIIIIIIIIIIUMMMMMMMEMMIIIIIIII�/I INIIIIIIINNMINIIIIIIIIMIIIIIIIIII=IIIMIIIIIMIIIII/IIIIINIIIIIIIIIIIIIIIINMIIINNNHIIII—�i IIIIIIIIIIIIMNNNNIINNNINIIIIIINNNNIIIINNNNINNNNNNIIIIIIIIIIIIIINININNINIIIIIII'I•IIIIIIIIINNIMNIINNNNNNIMIIIIIIIIIIIIMNNIIIIIIIIIIII!MINIIINNII0= IIIIIIIIIIIIIINNIIIIIIIIINNIIIIIIIIIIIIIIIIIMI0=11M MrIIIIIMIIIIIIIll•tIIIIIIINIIIIIIIIIIIIIINNIIIIIIIIIIIININIIIIIIIIIIININIIIIIIIIIINNIIIIIIIIIIIINNIIIIIIIIIIIININIIIIIIIIIIIIIIIIIIIIIIIINNNIIIIIIIINIIIIIIIIIINNIIIIIIIIIIIIIMM■II• aIIIIIIMiiiilNliiiiiNMIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINININIIIINNINNININNNINNIHIMNNNNII'I•IIIIIMNNNIIIIIIIIIININNNIHINIIIIIIIIINNIIINNINIIMNINNNINNNNNIHNIIIIIIIEMNINIMIMIIIIINNIIIIINNINNIIIIIIMNIM■I• _ NNNNNNIIIIIIIMIIIININNIIIIINNININMIIIIIIIIIIIIIMINIMMMIIIIIIM,•I•MMMNUINIMIIIIIIIIIIIIIIIIIIIIINNNIININNIIIINII=NNNNNNNNMIIIIIIIIIIIIIII�m� Ni _-_----I•IIIII•- *,•x ... ---==: NO. REVISIONS DSGN - 264'OF ' ' ---• - ----=-- --f�■ 670 •CHKD APVD DATE e ���■.■_I�■��.�■_���...I.��■ �I1�. 1G . ■��.I��.����._���....��.����..�li■ 6 INNIMNIIIIINIMIIIIIIIIMIIIIIIIMIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIINNINIIIIIIIINNIIIIII.II.■IIIIIIIII©NNIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIM■IMIIIIMIIIIIIII•■■.IINNINN■LIIMNI.IMIIIIIIININNIIIIIIIIIII_NNIIIIIIIIINI■INIIIIIIIIrIFNNIII■ NNINNNNNNIMIIIIIIIMIIIIIIIIIIIIII..NINININIIIIIIIIIIINNIIIIIIIIININININIIIII■NIMIIIIIIII1III.NNIIIIIIIIIIII.M.IIIIMIIIII■.■.■NININI.■...■IIIIIIIIIIIIIIINNNIIIIIIIIIINININNMNINNIIIIN.IMI3 ■■ IIIIIIIIIIIIIIIIIIMNNIIIIIIIIIIII. ■■ ■NIIIIIIIINNNIIIIIIIIIIIIIIIIIN■ ■IIIIIIIII I NINIIIIIIIIIIIIIIINNIIIIIINIIIIIIII■IIIN■III■IININIMINI_■NNIIIIIIIIIIII_1•■NNIIIIIIIIIIIINIIIIIIIIIINI ■ Stanley Consultants INC. 111111110•11111111111.1111111111IN1111111111111111111111111111111111111111=1111111111111111111111=111111111111111111111111•111111111111I I ���������� a®■ 660 --------8 ----------IININIIIIII!r1!M■ 660 225 Iowa Avenue,Muscatine,Iowa 52761-3764 -----_—_—IIi�i�------------■ www.stanleYconsultants.com --_— ----r4 f ----- -----_■ - ---------I� -----------_■ CITY OF IOWA CITY -------- ----------� _ I SCOTT BLVD TRUNK SANITARY SEWER EXTENSION --------------------- IOWA CITY,IOWA MIIIIIIMIIMMIIIMMNIMIMIOMMMIIIIIMINNIIIIMIIIIIMIMIMIIIIIMIMMNIMIMIIIIMIIIIMOMIMIIIIIIINIIIIII.MIMMMMINIMIIIIMNIMIIIIIIII.MIMMIMNNIMMMIMIMMMMMNMIMOMIIIIIIIIMIMMMNIIIIIIINIIMIIMIIIIHIMNIMIMIINMIIMIIIIIIIMINNIIIIIIIMIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIMMIMIMIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIMMIIIIIIIIIMII SANITARY SEWER MIIIIIIIIIIIIIIINIINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINNIIIIIIIIIINNINIIIIINNIIIIIIIIIIIIIIMINNNINNMNNIIIMINIIMINNNNIIIINIIIIINMNIIIIIIIINNNIINIIINIIINII=INNINIIIIIIIIN NIIINIIIIIINIIIIIINNIIIIIIIIIIIIIIIINNIIIIIIIIIIIIIIIHINNIIIIIIIIIIIIIINIINIIIIIIINIIINIIIIIIIIIIIIIIIIIIIIIINIIIIININI PLAN AND PROFILE A —_------------------- 650 ����������� �����1�� 65o SHEET 9 A 51 I I 52 53 DESIGNED KKHEIM 1'=20•1 FULL SIZE 49}ZDAT FULL SIZE DRAWN GM REEVES SCALE: 1'=40'@ 11X17 0 1 2 3 IN CHECKED KK HEIM NO.29160.01.00 REV. o I t t t t I I i 1 I I APPROVED KKHEIM m APPROVED JM BRADY MSA.10 p E0 0 1 2 3 4 5 6 7 8 an DECEMBER 10,2020 DATE U 1 I 2 1 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 0=T *=oo T II �\ .. MOVE TREES WITHIN I i, I`� e n ,\1\\\\ \ E8L PRYBIL' ��_ \ \ MCCOMAS \ / •1IC ill . '00 1 /,/ , NOTES: •�• •CONSTRUCTION LIMIT(NP) I I I `\ '\\ GENERAL �./1 ` \ \ �i� NOTE 5 I \ \\ 1 \ \ // • •/, PARTNERSHIP \ ,•IQ.� \ y /� • G o ` I \ \\ 1 �� t,\�` \ \ I 1. '+_ �• ` $ 1. REMOVE AND REPLACE EXISTING STORM SEWER TO FACILITATE � ":"*".•`.. .._ ii I \ ,•EXISTING 12'RCP • 11 b � ` \ \ \ I �� �I • �'1� / "' NEW SANITARY SEWER INSTALLATION. G �� \ ' •.1.1111';O- \ PROPERTY LINE �. '` �'p. •EXISTING _ R -� MH S12A ) \ STORM SEWER �I V .c . y N 605851.09 I J \ \ } ® i .%,,f •18 RCP • 2. CREEK SHALL BE RESTORED TO PRE-CONSTRUCTION CONTOURING. \ I 1 i �\ 2• MINIMIZE DISTURBANCE USING CREEK CROSSING FOR EQUIPMENT -, a•..\ E 2195570.38 ) y1\�/4\ ( , ' \ \ ii. i`` F -�/ • • , /. y ` • • ky � ACCESS.UTILIZE SEWER CREEK CROSSING FOR CONSTRUCTION I \ ' •w• ��$ • , ' • �' y ACCESS TO SOUTHERN PORTION OF PROJECT.SEE J SERIES SHEET qN \ _ �a d yr I \ �• o l / • 1,,,,..., FOR TEMPORARY ACCESS NOTES.SUBMIT ACCESS PLAN TO CITY .'`Q.)� > M S12B ... I 1 I 'I*ea r' (NOTE. \\ • o !!, •�/•/ /!'1+� . R' ` FOR REVIEW. - J - STORM MH - i. i�4i? �r p 1 -/ - N 605885.05 •, v1` I - \ r • , . • • y t y _ - 3 MAINTAIN UPSTREAM TO DOWNSTREAM FLOW PATH OF CREEK AT,1 .•t Ur. RIM=68801 �. { I ', /; • �`"• E:2195619.84 ( I + / /,4 „ /• m.. ALL TIMES DURING PIPE INSTALLATION OR CREEK RESTORATION. p \ IE 12'RCP(E)=68061 ( \ � / . •NOTE / , , . • , %/6 / \ A� P� �i SEE DRAWING A.O6 FOR CREEK RESTORATION DETAILS. - IE 12'RCP(SW)=680.61 / / I 114 t / S, • • • • % N ,CQ" .w N� E.: '' \ \ I I / / '. / , '. /` - • • y/ \,\ 4. CONTRACTOR SHALL REMOVE ALL FILL MATERIAL USED AS Y _ / - �j- - .. � I / / / f V_� - • • ! TEMPORARY CROSSING OR DAM TO UPLAND NON-WETLAND SITE. 7��j ". .....� \ /EXISTING 12"RCP/ tl - �� .,� • • `~ .�%' • �\ \ I - .' 30 PERMANEN' 1 ♦A r • ago! + Y. • /! 5. REMOVE TREES AND ROOTS WITHIN CONSTRUCTION LIMITI / i EASEMENT \ t STORM SEWER / _' �� \� . • • , •/. ` + : / F .... :� \ • \ ) / t _ N� • ,Y.•A"*4111.),Sertir,ftil � • . t i f • TEMPORARY EASEMENT IF DETERMINED NECESSARY TO INSTALL F �,.�_'' / - Q�` .• I ! / / / / 1�t!}; `/ •!• f \ SEWER.OBTAIN CITY'S PERMISSION TO REMOVE TREES.MATERIAL 7 J „ \ J / 411, 4 �� �..� , • ` ` EXISTING 30'`y/` CONSTRUCTION SHALL BE DISPOSED OF OFFSITE. '- \ ' . • . \ ^ I I N 605992.16 '/1 /( t' �� -� "�,�� ; PERMANENT' -- LIMIT(TYP) .mac' s. -\.• 6. INSTALLTEMPORARY CONSTRUCTION FENCING WITHIN TEMPORARY / / ` \ \ / ,` J :E 2195722.81 ( S i✓"� - f EASEMENT /- i i t i \ �s`aj \ ' l ♦♦♦ ��'� • • - - . `i` // CONSTRUCTION L MITC F NC NG SHALL BE REMOVED AFTER F /�' f ���• 33s / i • �'I�• �,� + -•j/ •`/•y. ,. -- ,_, CONSTRUCTION.TEMPORARY FENCING IS INCLUDED IN TREE /f/ / E ` \`,, dA x'i ,.,. ! \ ;'')� /, a� !• �/ ` . /• , :y PROTECTION BID ITEM. ,1 \ i , . + / f NOTE 12 Q'` G Y f NORTH BRANCH SNYOER CREEK ,,,,, / - . • _ APPROXIMATE CENTERLINE �>+.°''•;'`•"""•••'•. 2 k • �� -� + 7- • • � ! f •�� EXISTING 5'TALL PERMANENT CHAIN LINK FENCING SHALL BE • .. ... CONSTRUCTION WHEN CONSTRUCTION ::. I ••;••:•.••`:• ••••\ \ i• • • • \i i// ACTIVITIES IMPACT FENCING.TEMPORARY S TALL CHAIN LINK NOTE 10 •"««•�•} ' •� `! • v� ' �-NOTE 10 FENCING SHALL BE INSTALLED ALONG CONSTRUCTION LIMIT f I /< a .f / THROUGH SCHOOL PROPERTY.REPLACE CHAIN LINK FENCE AFTER I +• .' \ / / / DISTURBANCE TO MATCH EXISTING LOCATION. .;«.:• \ / 1 • \ / ,NOTE iy`1 • yr /i \` / SEED MIX TYPE 2- 'Ti -/ 't` „`: y • /. y/ / 8. INSTALL EROSION STONE WITH 3 TO 61NCHEE GRADATION TO / / ` .\ ,e i / QUARTER SECTION LINE / r ` ` -fa„, •/1 • y , SEED MIX TYPE 1 MINIMUM THICKNESS OF 1-FOOT ALONG CREEK CROSS SECTION. E ) /T.\ .- ,* /• . if ` • \ SEE DETAIL ON SHEET A06. E / / 60'TEMPORARY -...,./ , ' • . J/ +/• •y+ / J - ` ,PROTECT EXISTING \ 9. BACKFILL TRENCH WITH GRANULAR BACKFILL BETWEEN TOP OF i /CONSTRUCTION' '• •/. • PIPE ENVELOPE AND BOTTOM OF EROSION STONE LAYER.INSTALL r/ • EASEMENT -;V i- `J• ♦7_� • „i • // STORM MANHOLE / ' /' r/ • . f • • ! MECHANICAL JOINT DUCTILE IRON PIPE LINED WITH PROTECTO 401 1 / i 1` • • ! / \ OR APPROVED WATER TIGHT PIPE.CENTER GRANULAR BACKFILL \' EXISTING B'WIDE ! / • [�, t AND WATERTIGHT PIPING 30-FEET EACH SIDE OF CREEK CENTER `\ -` / r s t / -- _ 5'HIGH CHAIN STORM MH v J-` r •MN. 019 J `LINK GATE,NOTE 11 RIM=693.79 A LINE. / � 5 J z /� � • N.605976.52 � t . / HOOVER _ / ! / 65 l / / /! '� E:2195753.02 `/• /' .-/ / IE 12"RCP(W)=681.04 \ ELEMENTARY 10. RESTORE ALL EXISTING GRASS AREAS DISTURBED WITH - / / -- / / f / ` .0/ j . Y y / f CIE 12'RCP(S)=681.09 SCHOOL PERMANENT SEEDING.IF PERMANENT SEEDING CAN NOT BE J/ - PROPERTY / / / /i ao `\y / • �- / / / \ PLACED.PLACE TEMPORARY SEEDING AND EROSION CONTROL -✓ /- - -•'- ..'LINE�Y / / i `• f• / f/ ! ACCORDING TO SWPPP REQUIREMENTS. _p -- / - .EXISTING 30' \ / / fy f .,a. // / // PERMANENT x/ �;,,��N 605960.88 f .- 11. REMOVE,SALVAGE,AND REINSTALL EXISTING GATE TO MATCH -•/-NOTE 7' / /1 /- - /�// /"'EASEMENT i / / E 219578324 , .r! \ EXISTING. \ 12. INSTALL TEMPORARY CHAINLINK FENCE ALONG EAST - ___ _ _........ _..... ___ _....... CONSTRUCTION LIMIT. D MH .____II- St3 "-" -_-" 700 700 CL CREEK CROSSING g1 vl j STA 54 23 • w •A _ _ tv.': _ fAPPROXIMAENORTH S �� MH ,NYUEK(.KI=K NU I I VM u)rc -��. "„ s T") •. S12A CLCVA:110N7l6NQ6ENEIt i^`) 4 1 ,CAD, I Cs'--4 C7! 690 F c z / 690 e ,t gl c :m 1 . 33 -z t. ... - 680 I 41 - 19E pc sir SAN 1.50% 680 ' -' - '-'- NO. REVISIONS DSGN CHKD APVD DATE • y cAN W 50% --� B 60'[1F 24'-SAN)l 1.50% _._ N � -- Stanley Consultants i . 670 0 11 670 225 Iowa Avenue,Muscatine,Iowa 52761-3764 60'NOTEm v%e a+ www.stanleyconsultanls.com . . . �+° ,. _. _.. CITY OF IOWA CITY ••T. SCOTT BLVD TRUNK SANITARY SEWER EXTENSION MH I€:672.12 �IH I':873.22 3.- IE IN.-672.22,241,NE 1E IN-*873.22,24 NE w w I w _ . I - IOWA CITY,IOWA IE 9HT: -672.12,2V,SW IC O4IT: '673.12,21",SW -;1'OF24"SAN*1.10% - -- - SANITARY SEWER - - PLAN AND PROFILE A 660 660 SHEET 10 A 53-60 54+00 55-00 56-00 57-00 58-00 58+60 DESIGNED KKHEIM 1"=20'*FULL SIZE AT FULL SIZE DRAWN GM REEVES SCALE 1"=40'@ 11X17 C 0 1 2 3 IN CHECKED KK HEIM NO.29160.01.00 REV. c I I I I I I I I I 1 1 APPROVED KK HEIM o 0 1 2 3 4 5 6 7 8_ APPROVED JM BRADY MSA.11 U 0 aQ DATE DECEMBER 10,2020 1 I 2 ) 3 I 4 I 5 I 8 I 7 I 8 I 9 I 10 Osruaeiec.suT»m I 11 / �' II*al NOTES: MCCOMAS CONSTRUCTION \ S`9S � �4-1., ° r. ``/ / ) N 606388 64 \ • N. NOTE 7 LIMIT VP rE 2195717 39 \ N. I _ — _ III NOTE 4 NOTE 8 \ \ \ \1 N. I / 1. REMOVE EXISTING 10'DEEP MANHOLE,PLUG EXISTING _ _ T ._'� «. \ \\ N \ _� 8-INCH PIPE TO NORTH EXTENDING TO PUMP STATION. G O • \ �� INSTALL NEW MANHOLE AND ONE SECTION OF 24'PIPE' • �- a• . + - r. \ 'N \\._ J. /~� / �� WITH WATER TIGHT PLUG M / -'1I .". _ �- • v . /�_ ,�'!/ if/Kw., �f - - -��r! At. ' \ -/ / - - - - - 2. WORK BY OTHERS:24'SANITARY SEWER AND MANHOLE I +a es �y v ��� p J i\' W WILL BE INSTALLED WITH AMERICAN LEGION ROAD TTT PROJECT 6Y OTHERS EXISTING CONNECTION T PUMP • � • I 4/J .,\ STATION WILL BE PLUGGED AND PUMP STATIONO w •:• ••• . REMOVED AND FILLED IN. w�! 3; p f . q•SAI.1 • - • + '�� • f \ - �'~ `7.'"-,-....„~ \\ • \ / /, 3. CONNECT EXISTING 8'SANITARY SERVICE FROM SCHOOL -�1 + ` • • • - , , y • ! 1I} \ I \ TO NEW MANHOLE.INSTALL DROP CONNECTION.SEE z« - + , + • + - . '�`+ • ` I TYPE 1 SEED MIX • O/ j• / DROP CONNECTION DETAIL ON DRAWING A.05. E • �'� • + MH S14 + • • • • \./ I O� 4. INSTALL TEMPORARY CONSTRUCTION FENCING WITHIN z • • ' - • • ' • N 606376 05 '\ '^N 606382.35 Q•S•4 • •'`• + + •` � j I 02�/ j /• •/ TEMPORARY EASEMENT TO PROTECT EXISTING TREES z , • • • • • • /, • • • • E 2195777.57 t •IT 21967447 48 ' ' ' • • I J�j • /• OUTSIDE OF CONSTRUCTION LIMIT. REMOVE FENCING 4,0 • + P Z , - + « + + • _ 6q +\+ + « - - I = / �, / // INCLUDEDER IIN TREE PROTECTION BID ITEMSTRUCTION.TEMPORARY . IS F g P .. _ _ _ _ - _ • • ..,h. « '90 , + • \ • . • • , `f-.._ 1 Q // F b� �` \ T /// N 606545.12 / // 5. REMOVE,AND REPLACE EXISTING INLET TO MATCH \ EXST INLET(SW-401) �' \'' ' • • •\' • • , % E 2195787.60 ' /, •/ / EXISTING. PROTECT AGAINST CONSTRUCTION SEDIMENT \ GRATE=695.66 • 1 \ 60'TEMPORARY �•` �+ - � REMOVE • MH S15 I G/// AND DEBRIS ENTERING STORM WATER SYSTEM. I IE=692.06 + + + • • f + • / MAINTAIN POSITIVE DRAINAGE IN AREA.PROTECT PIPING \ CONSTRUCTION ' '\ + 'EXISTING MHO \ NOTE 5 EASEMENT " `\ + • ` \ NOTE 1 + N.606519.67 I / / OR INSTALL NEW TO MATCH EXISTING. \ EXISTING 30' \{ •\+ • •, • / EXST 6"PVC FM / --E 2195809.65 / / IOWA CITY PERMANENT ` • • I I / 6. RESTORE EXISTING GRASS AREAS DISTURBED WITH �.• • + �� PERMANENT SEEDING.IF PERMANENT SEEDING CAN NOT - SCHOOL EASEMENT , `\• t � 4/• / I APPROXIMATE LOCATION OF ))) / DISTRICT 72• l +• • BE PLACED,PLACE TEMPORARY SEEDING AND EROSION - h, NOTE 6 \+ NOTE 3 I ) AMERICAN LEGION ROAD EXST 12"RCP // Op \7� • + i �`j ©C� • I I PROJECT PROPOSED /• /J/. CONTROL ACCORDING TO SWPPP REQUIREMENTS. ..... FSr \ / t '� + + •�-* ✓+ T` +•' �- 62� / STORMSEWER • / 7. REMOVE TREES AND ROOTS WITHIN CONSTRUCTION NOTE 10 J 0p I! / /, / LIMIT/TEMPORARY EASEMENT IF DETERMINED \„�\ 1 . \• ' • _ - � / / • NECESSARY TO INSTALL SEWER.OBTAIN CITY'S \\ I I + •• r T/r \ / / PERMISSION TO REMOVE TREES.MATERIAL SHALL BE \ 1 / ` \ r :r t •I 4 3 N /, / / DISPOSED OF OFFSITE. •107E 2 / / / ( / / 8. EXISTING 5'TALL PERMANENT CHAIN LINK FENCING SHALL E E -_ = / '/ / 3\ /, / / BE REMOVED TO FACILTATE CONSTRUCTION WHEN I - / / / CONSTRUCTION ACTIVITIES IMPACT FENCING I PROPOSED STABLIZED ' 4111, / / / TEMPORARY 5'TALL CHAIN LINK FENCING SHALL BE ti \ S ` /7fINSTALLED ALONG CONSTRUCTION LIMIT THROUGH \ \ 1 CON TRUCTION MH S16(Future) SCHOOL PROPERTY REPLACE EXISTING CHAIN LINK oiv V \ ENTRANCE NOTE 9 N:606635.29 �� 6 WINDSOR\ \ // `� /y�,�' FENCE AT ORIGINAL LOCATION AFTER DISTURBANCE TO \ ` }f' I --- \ 1 I J0 /•_ f E:2195855.36------ �(y� RIDGE MATCH EXISTING LOCATION. \ \ + J / `t/ / EXST 24" /// - PUMP \ EXST INLET I -N 606522.70 / EXISTING 8"SAN STATION 9. REMOVE CONSTRUCTION ENTRANCE AFTER N\ \\ //GRATE=695.66 I � • /, E 2195843 26 / FLOWS TO PUMP; SEWER CONSTRUCTION,REPLACE WITH TOPSOIL AND TYPE 1 - \ \ I IE=692.86 I /// STATION �� /, SEED MIX. 1 i 1 • I / `,// / - 10. INSTALL TEMPORARY CHAIN LINK FENCE ALONG EAST I) ``I I ROW t CULVERT RY / / / CONSTRUCTION LIMIT. 7 ; 1r I • // / / / D D 710 710 MH - - EXST - S16(Future) - - STRM - MH MH S15 - __ _NLET - _. S14 __ _ _ .. _ - 8 ^..S VI 0 ...IIIv m� 700 e1 a a z 700 - • y....' . - JS - C MST GROUND _� �f/'��-�� �_ \ / - - - 1- - I 690 II _. ___ ,.,. � �II r - NO. REVISIONS DSGN CHKD APVD DATE � c B 113'OF 24'SAN�0.33% _-_� SroF 2rsan�oBo% __ B 41:16'OF 2j'SAN I tsb9 - Ws Stanley Consultants INC. 680OA W 680 W CO --W __ 2251owa Avenue,Muscatine,Iowa 52761-3764 � N W N N _ WV..stanleyconsultants.corn N C6 of ' 0.._ - CITY OF IOWA CITY . N T T - _ SCOTT BLVD TRUNK SANITARY SEWER EXTENSION ,• IOWA CITY,IOWA x�-6 3.22 _3r='2 2 iWW WWW WWWL _ SANITARY SEWER 670 670 PLAN AND PROFILE A SHEET 11 A 58+60 59-00 60-00 61+00 62+00 63+00 63+20 DESIGNED_KKHEIM 1"=20'@ FULL SIZE AT FULL SIZE DRAWN GM REEVES SCALE 1"=40'@ 11X17 0 1 2 3 IN CHECKED KK HEIM NO.29160.01.00 REV. p 1 MSA.12 0 I I I I I I f I I I I APPROVED M BRADY - c�9 0 1 2 3 4 5 6 7 8 cm DATE DECEMBER 10,2020 1 I 2 r3 I 4 I 5 r 6 I 7 I a I 9 I 10 OSTRYEvco.owrwTS I 11 I SANITARY SEWER PIPE TABLE G PIPE ID START END PIPE DIAMETER PIPE LENGTH,FT PIPE SLOPE START INVERT END INVERT START STATION END STATION NOTE G MANHOLE MANHOLE (INCHES) Ftr-P-16 S16 (Future) 24 113 0.33% +682.49 +682.86 61+82 62+96 Reinforced Concrete Pipe P-1 MH 1379-22 S1 30 392 0.20% +653.85 +654.63 10+00 13+92 Reinforced Concrete Pipe P-2 Si S2 30 478 0.20% +654.73 +655.69 13+92 18+70 Reinforced Concrete Pipe _ P-3 S2 S3 30 304 0.20% +655.79 +656.40 18+70 21+74 Reinforced Concrete Pipe P-4 S3 S4 24 496 0.20% +656.80 +657.79 21+74 26+70 Reinforced Concrete Pipe P-5 S4 S5 24 445 0.20% +657.89 +658.78 26+70 31+15 Reinforced Concrete Pipe F P-6 S5 S6 24 459 0.20% +658.88 +659.80 31+15 35+74 Reinforced Concrete Pipe NOTES: F P-7 S6 S7 24 492 0.20% +659.90 +660.88 35+74 40+66 Reinforced Concrete Pipe 1 PIPE SEGMENTS WITH NO STATION ARE NOT LOCATED ON MAINLINE TRUNK SEWER OR ALONG A STATIONED P-8 S7 S8 24 291 0.20% +660.98 +661.56 40+66 43+57 Reinforced Concrete Pipe ALIGNMENT. P-9 S8 S9 24 205 0.83% +661.66 +663.36 43+57 45+62 Reinforced Concrete Pipe _ P-10 S9 S 1 0 24 278 1.45% +663.46 +667.50 45+62 48+40 Reinforced Concrete Pipe P-11 S10 S11 24 264 0.52% +667.60 +668.98 48+40 51+04 Reinforced Concrete Pipe P-12 S11 S12 24 238 1.00% +669.08 +671.46 51+04 53+42 Reinforced Concrete Pipe E P-13 S12 S12A 24 51 1.10% +671.56 +672.12 53+42 53+93 Reinforced Concrete Pipe E P-13 (1) S12B S13 24 162 1.50% +673.22 +675.65 54+53 56+15 Reinforced Concrete Pipe P-13 (DIP) S12A S12B 24 60 1.50% +672.22 +673.12 53+93 54+53 DUCTILE IRON PIPE P-14 S13 S14 24 406 1.50% +675.75 +681.83 56+15 60+20 Reinforced Concrete Pipe - P-15 S14 S15 24 151 0.30% +681.93 +682.39 60+20 61+71 Reinforced Concrete Pipe P-19 S15 8 8 0.40% +688.39 +688.42 61+71 61+67 TRUSS PIPE P-20 S15 24 11 0.00% +682.49 +682.49 61+71 61+82 Reinforced Concrete Pipe ° P-EXST-1 MH 1379-22 30 5 0.35% +653.73 +653.75 ??? 10+00 Reinforced Concrete Pipe ° P-EXST-2 S16 (Future) 24 6 0.67% +683.91 +683.95 ??? 62+96 Reinforced Concrete Pipe P-EXST-3 S16 (Future) 12 8 0.40% +684.11 +684.14 62+96 ??? Reinforced Concrete Pipe _ P-EXST-4 S16 (Future) 24 9 0.98% +684.06 +684.15 62+96 62+95 Reinforced Concrete Pipe - P-Srv-1 MH 1379-22 8 14 0.40% +655.22 +655.28 10+00 10+00 TRUSS PIPE P-Srv-2 MH 1379-22 8 14 0.40% +655.22 +655.28 10+00 ??? TRUSS PIPE P-Srv-3 S1 8 14 0.40% +656.10 +656.16 13+92 13+92 TRUSS PIPE .. - c P-Srv-4 S1 8 14 0.40% +656.10 +656.16 13+92 13+97 TRUSS PIPE C P-Srv-5 S2 8 14 0.40% +657.16 +657.22 18+70 18+70 TRUSS PIPE P-Srv-6 S2 8 14 0.40% +657.16 +657.22 18+70 18+76 TRUSS PIPE P-Srv-7 S3 8 14 0.40% +657.87 +657.93 21+74 21+81 TRUSS PIPE - P-Srv-8 S3 8 14 0.40% +657.57 +657.63 21+74 21+74 TRUSS PIPE ~- P-Srv-9 S4 8 14 0.40% +658.96 +659.02 26+70 26+70 TRUSS PIPE P-Srv-10 S4 8 14 0.40% +658.96 +659.02 26+70 26+70 TRUSS PIPE NO. REVISIONS DSGN CHKD APVD DATE P-Srv-11 S5 8 14 0.40% +659.85 +659.91 31+15 31+23 TRUSS PIPE B P-Srv-12 S5 8 14 0.40% +659.85 +659.91 31+15 31+15 TRUSS PIPE B m P-Srv-13 S6 8 14 0.40% +660.87 +660.92 35+74 35+74 TRUSS PIPE Stanley Consultants INC. P-Srv-14 S6 8 14 0.40% +660.87 +660.92 35+74 35+77 TRUSS PIPE 225 Iowa Avenue,Muscatine,Iowa 52761-3764 P-Srv-15 S7 8 14 0.40% +661.95 +662.01 40+66 40+68 TRUSS PIPE wwwstanleyoonsu9ants.00m - P-Srv-16 S7 8 14 0.40% +661.95 +662.01 40+66 40+66 TRUSS PIPE CITY OFIOWACITY SCOTT BLVD TRUNK SANITARY SEWER EXTENSION P-Srv-17 S8 8 14 0.40% +662.63 +662.69 43+57 43+61 TRUSS PIPE IOWA CITY,IOWA P-Srv-18 S8 8 14 0.40% +662.63 +662.69 43+57 43+57 TRUSS PIPE SANITARY SEWER P-Srv-19 S9 8 13 0.40% +664.43 +664.48 45+62 45+62 TRUSS PIPE PIPE AND STRUCTURE TABLES A A P-Srv-20 S9 8 14 0.40% +664.43 +664.48 45+62 45+66 TRUSS PIPE - - - DESIGNED KKHEIM P-Srv-21 S10 8 14 0.40% +668.57 +668.63 48+40 48+40 TRUSS PIPE DRAWN GM REEVES SCALE AS NOTED - - - CHECKED KK HEIM NO.29160.01.00 REVrc 0 TABLE CONTINUED ON SHEET MSA,14 o APPROVED KK HEIM APPRDATE DECEMBER JM BRADY DECEMBER 10,2020 MSA.13 0 U 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 0Srw. uwH vcoes , rs I 11 CONTINUED ON SHEET MSA.13. SANITARY SEWER PIPE TABLE START END PIPE DIAMETER PIPE ID PIPE LENGTH,FT PIPE SLOPE START INVERT END INVERT START STATION END STATION NOTE G MANHOLE MANHOLE (INCHES) G P-Srv-22 S10 8 14 0.40% +668.57 +668.63 48+40 48+41 TRUSS PIPE P-Srv-23 S11 8 17 0.40% +670.05 +670.12 51+04 51+07 TRUSS PIPE P-Srv-24 S11 8 14 0.40% +670.05 +670.11 51+04 51+04 TRUSS PIPE - P-Srv-25 S12 8 14 0.40% +672.53 +672.59 53+42 53+42 TRUSS PIPE - P-Srv-26 S12 8 14 0.40% +672.53 +672.59 53+42 53+49 TRUSS PIPE P-Srv-27 S13 8 12 0.40% +676.69 +676.74 56+15 56+25 TRUSS PIPE P-Srv-28 S13 8 12 0.40% +676.69 +676.74 56+15 56+15 TRUSS PIPE F F NOTES: 1. PIPE SEGMENTS WITH NO STATION ARE NOT LOCATED ON MAINLINE TRUNK SEWER OR ALONG A STATIONED SANITARY MANHOLE TABLE ALIGNMENT. _ STRUCTURE NAME STRUCTURE STATION RIM ELEVATION MANHOLE DEPTH INVERT IN INVERT OUT _ INV IN: +653.85 MH 1379-22 STA 10+00 RIM ELEV: +665.62 11.87' INV IN: +655.22 INV OUT: +653.75 INV IN: +655.22 INV IN: +654.73 S1 STA 13+92 RIM ELEV: +663.37 8.74' INV IN: +656.10 INV OUT: +654.63 E INV IN: +656.10 E INV IN: +655.79 S2 STA 18+70 RIM ELEV: +664.89 9.20' INV IN: +657.16 INN OUT: +655.69 INV IN: +657.16 iv INV IN: +656.80 rr-.i - S3 STA 21+74 RIM ELEV: +665.46 9.07' INV IN: +657.87 INV OUT: +656.40 - INV IN: +657.57 t"J 11'1 INV IN: +657.89 -`'' '-'0 S4 STA 26+70 RIM ELEV: +667.90 10.11' INV IN: +658.96 INV OUT: +657.79 ,---; __. _._, INN IN: +658.96 c.ri INN IN: +658.88 --fir 1,.', ' D D S5 STA 31+15 RIM ELEV: +667.86 9.08' INV IN: +659.85 INN OUT: +658.78 f'' 9 E INV IN: +659.85 CJ%j• "` w INV IN: +659.90 S6 STA 35+74 RIM ELEV: +670.93 11.13' INV IN: +660.87 INV OUT: +659.80 ' I.. INV IN: +660.87 ..,1 - INN IN: +660.98 - S7 STA 40+66 RIM ELEV: +673.78 12.90' INN IN: +661.95 INV OUT: +660.88 INN IN: +661.95 INN IN: +661.66 S8 STA 43+57 RIM ELEV: +675.08 13.52' INN IN: +662.63 INV OUT: +661.56 INN IN: +662.63 G °INV IN: +663.46 S9 STA 45+62 RIM ELEV: +676.21 12.85' INV IN: +664.43 INV OUT: +663.36 INN IN: +664.43 INV IN: +667.60 S10 STA 48+40 RIM ELEV: +678.73 11.22' INV IN: +668.57 INV OUT: +667.50 INN IN: +668.57 INN IN: +670.05 S11 STA 51+04 RIM ELEV: +681.02 12.04' INV IN: +669.08 INV OUT: +668.98 INN IN: +670.05 NO. REVISIONS DSGN CHKD APVD DATE INV IN: +671.56 S12 STA 53+42 RIM ELEV: +685.72 14.26' INN IN: +672.53 INN OUT: +671.46 B INV IN: +672.53 B S12A STA 53+93 RIM ELEV: +686.74 14.62' INV IN: +672.22 INV OUT: +672.12 e S12B STA 54+53 RIM ELEV: +683.67 10.55' INV IN: +673.22 INV OUT: +673.12 Stanley Consultants INC. 225 Iowa Avenue,Muscatine,Iowa 52761-3764 INN IN: +675.75 wwwstanleyconsultants.com S13 STA 56+15 RIM ELEV: +693.27 17.62' INV IN: +676.69 INV OUT: +675.65 _ INV IN: +676.69 CITY OF IOWA CITY SCOTT BLVD TRUNK SANITARY SEWER EXTENSION S14 STA 60+20 RIM ELEV: +698.15 16.31' INV IN: +681.93 INV OUT: +681.83 IOWA CITY.IOWA S15 STA 61+71 RIM ELEV: +698.48 16.09' INV IN: +688.39 INV OUT: +682.39 SANITARY SEWER INV IN: +682.49 PIPE AND STRUCTURE TABLES A INV IN:S16 (Future) STA 62+96 RIM ELEV: +700.06 17.20' INV IN: +684.0111 INV OUT: +683.95 KKHEIM SHEET6 INV OUT: +682.86 2 A DESIGNED DRAWN GM REEVES SCALE'. AS NOTED C CHECKED KK HEIM NO.29160.01.00 REV. p APPROVED KK HEIM RAPPROVED JM BRADY MSA.14 o O DATE DECEMBER 10,2020 1 I 2 I a I 4 I 5 I 6 I 7 I 8 T 9 I 10 o,Tw.vcowsuT,ws I 11 G G BRAUN LOG OF BORING BRAUN INTERTEC INTERTEC LOG OF BORING See Descriptive Terminology sheet for explanation of abbreviations F Project Number B1911506 n s ao ^^ See Descriptive Terminology sheet for explanation of abbreviations BORING: B-1 Project Number B1911506 BORING: B-2 F Geotechnical Evaluation LOCATION:See attached boring location plan Geotechnical Evaluation LOCATION:See attached boring location plan Scott Blvd.Sanitary Trunk Sewer Extension Scott Blvd.Sanitary Trunk Sewer Extension Iowa City,Iowa Iowa City,Iowa LATITUDE: 41.63797 LONGITUDE: -91.47896 LATITUDE 41.63850 LONGITUDE: -91.47632 — DRILLER: B.Ward/B.Bell LOGGED BY: J.Erlandson START DATE: 11P25/19 END DATE: 11/25/19 — DRILLER: B.Ward/B.Bell LOGGED BY: J.Edandson START DATE: 11/25/19 END DATE 11/25/19 SURFACE 665.0ft RIG: 5501 METHOD: 31/4'HSA SURFACING: WEATHER: cAar.ssoearees ELEVATION SURFACE 666.0ft RIG: 5501 METHOD: 31/4'HSA SURFACING: WEATHER: Dear.55 degrees ELEVATION: Description of Materials m Elev./ m m (Soil-ASTM D2488 or 2487;Rock-USAGE EM a Blows MC Elev./ Description of Materials m Blows Depth m ,', E (N-Value) q° Tests or Remarks m Or (Soil-ASTM D2488 or 2487;Rock-USACE EM B. q° MC ft _ 1110-1-2908) h Recovery tsf % Depth m 1110-1-2908) E (N-Value) tsf % Tests or Remarks ft co Recovery E _w'w�TOPSOIL -",' TOPSOIL E .w. .w — — r1r..w. - - 663.0 w. 7 . .+-. 2.0 LEAN CLAY(CL),trace Sand,brown and gray, - 664.0 t 7 2.0 // / LEAN CLAY(CL),trace Sand,trace Gravel, moist,medium(ALLUVIUM) X f dark brown,moist,medium(ALLUVIUM) 6 28 ` 25 DD=98 pcf — 660.0 5 661.0 r qu=1850 psf — _ 5.0 LEAN CLAY(CL),gray,moist,soft to stiff 5 _ (LACUSTRINE) —� = 5.0 LEAN CLAY(CL),trace Sand,trace Gravel, 5 /brown,moist,soft to medium(GLACIAL TILL) , 5 28 — 9/.// —\Q/ 27 :T.,: r v 28 DD=92 pcf ���77/ 2 D — 10 qu=800 psf —y 28 s D 10 //// — 6 - 652.0 r .I �J i c I 14.. 6 15 /LEAN CLAY(CL),gray,moist,medium (_i v ¢,o., ,4 — (LACUSTRINE) 15 e — _ — O - s X 8 29 - 8 32 c 20 646.0 4 J// 20 /\ Water observed al 18.0 _ 20.0 END OF BORING — feet while drilling. — — Boring backfilled after — _ — water level measurements. _ 10 _ _ - —640.0 25 XWater observed at 19.0 25— _ 25.0 END OF BORING feet while drilling. NO. REVISIONS DSGN CHKD APVDI DATE — — Water observed at 0.0 feet - _ _ — when rechecked 24 hours - after drilling. — _ B 30= Boring led after - — Stanley Consultants INC. 30- - water level measurements. NC — — — — 225 Iowa Avenue,Muscatine,Iowa 52761-3764 B1911506 Braun Intertec Corporation B-1 page 1 of 1 wwwstanleyconsultants.com B1911506 Braun Intertec Corporation B-2 page 1 of 1— — CITY OF IOWA CITY SCOTT BLVD TRUNK SANITARY SEWER EXTENSION IOWA CITY,IOWA SANITARY SEWER SOIL BORING LOG-SHEET 1 A A DESIGNED KKHEIM DRAWN GM REEVES SCALE: AS NOTED CHECKED KK HEIM NO.29160.01.00 REV. 'ft APPROVED KK HEIM o APPROVED JM BRADY DATE DECEMBER IS,2020 Q.01 0 U 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 T 10 osmma 0or sk*Aa.s I 11 1 G BRAUN BRAUN LOG OF BORING G INTERTEC LOG OF BORING INTERTEC .n,..s,,w,,-.r,,,n,,;,a On See Descriptive Terminology sheet for explanation of abbreviations See Descriptive Terminology sheet for explanation of abbreviations Project Number B1911506 BORING: B-3 Project Number B1911506 BORING: B-4 Geotechnical Evaluation LOCATION:See attached boring location plan Geotechnical Evaluation LOCATION:See attached boring location plan Scott Blvd.Sanitary Trunk Sewer Extension Scott Blvd.Sanitary Trunk Sewer Extension — Iowa City,Iowa Iowa City,Iowa -91.47384 LATITUDE: 41.63939 LONGITUDE LATITUDE: 41.64074 LONGITUDE: -91.47220 DRILLER: B.Ward/B.Bell LOGGED BY: J.Eriandson START DATE: 11/25/19 END DATE: 11/25/19 DRILLER: B.WardB.Bell LOGGED BY: J.Eriandson START DATE: 11/26/19 END DATE: 11/25/19 SURFACE 672.0ft RIG: 5501 METHOD: 31/4'HSA SURFACING: WEATHER: clw,ss degree. SURFACE 670.0 ft RIG: 5501 METHOD: 3 1/4'HSA SURFACING: WEATHER: a..r..55degrees ELEVATION: ELEVATION. F F Description of Materials a Description of Materials ro Elev./ m Blows Elev./ m m (Soil-ASTM D2488 or 2487;Rock-USAGE EM a Blows q MC Depth (Soil-ASTM D2488 or 2487;Rock-USAGE EM E (N-Value) q MC Tests or Remarks Depth m a 1110-1-2908) m (N-Value) tsf g/ Tests or Remarks ft _ 1110-1-2908) ci Recovery tsf % ft — In Recovery - 669.0 ' *- TOPSOIL - 671.0 '";,ems;TOPSOIL - 1.0 LEAN CLAY(CL),trace Sand,dark brown _ 1.0 // LEAN CLAY(CL),trace organic,dark brown, 6 / (ALLUVIUM) -X 7 25 — //� moist,medium(ALLUVIUM) —� 32 - - 667.0 ✓ 3.0 LEAN CLAY(CL),trace Sand,brown,moist, _� — —�7 7 medium(GLACIAL TILL) 7 X 31 — sr 5 - 5 - 664.0 666.0 E - 6.0 LEAN CLAY(CL),brown toi dark gray,moist, —\/ 7 _ 6.0 :/'LEAN CLAY(CL),trace Sand,trace Gravel, —\/ 5 E medium to stiff(LACUSTRINE) X 15 brown,moist,medium(GLACIAL TILL) A - 664.0 — — _ 8.0 LEAN CLAY(CL),gray,moist,medium to stiff —3 r to—� 6 40 — (LACUSTRINE) 22 DO=103 pcf r.a 10 qu=2500 psf V- 4C T //:///://) - --t c—� C.rl 24 DD=97 pd R 5 33 "" t "4 7///":(/ 15 qu=3200 psf — 15 /\ I_._) �.- — ///'// — 8 - 650.0 "7" 652.0 20 Water not observed while 20 Water not observed while - 20.0 END OF BORING drilling. - 20.0 END OF BORING _ drilling. — — — — — Water observed at 5.0 feet — — Boring backfilled after — when rechecked 24 hours — — water level measurements. - — after drilling. — — 25— Boring backfilled after - c 25 c water level measurements. — — — — 30— — 30— — NO. REVISIONS DSGN CHKD APVD DATE B1911506 Braun Intense CaPurntir,n B-3 page 1 of 1 81911506 Braun Inteetec Corporation B-4 page 1 of t B c B Stanley Consultants INC. 225 Iowa Avenue,Muscatine,Iowa 52761-3764 wwWstanleyconsultants.com CITY OF IOWA CITY SCOTT BLVD TRUNK SANITARY SEWER EXTENSION IOWA CITY,IOWA SANITARY SEWER SOIL BORING LOG-SHEET 2 A A DESIGNED KKHEIM DRAWN GM REEVES SCALE AS NOTED K CHECKED KK HEIM NO.29160.01.00 REV. o APPROVED M BRADY I DATE DECEMBER 10,2020 Q.02 0 U 1 I 2 I 3 I 4 I 5 I 6 I 7 T a T 9 I 10 CST.ranco..n,ro,a I 11 G G BRAUN LOG OF BORING B RAU N LOG OF BORING INTNTERTEC INTERTEC _ See Descriptive Terminology sheet for explanation of abbreviations Tha hA,m v..pn ldn^ See Descriptive Terminology sheet for explanation of abbreviations — Project Number B1911506 BORING: B_5 Project Number B1911506 BORING: B-6 Geotechnical Evaluation LOCATION:See attached boring location plan Geotechnical Evaluation LOCATION:See attached boring location plan Scott Blvd.Sanitary Trunk Sewer Extension Scott Blvd.Sanitary Trunk Sewer Extension Iowa City, Iowa Iowa City,Iowa LATITUDE: 41.64228 LONGITUDE: -91.47077 LATITUDE: 41.64458 LONGITUDE: -91.46906 F DRILLER: B.Ward/B.Bell LOGGED BY: J.Edandson START DATE: 11/26/19 END DATE: 11/26/19 F DRILLER: B.WardB.Bell LOGGED BY: J.Eriandson START DATE: 11/26/19 END DATE 11/26/19 SURFACE SURFACE 686.0 ft RIG: 5501 METHOD: 3 1/4*HSA SURFACING: WEATHER: Cber.55 degree. ELEVATION: 6770 ft RIG: 5501 METHOD: 3 1/4'HSA SURFACING: WEATHER Cses,55 degrees ELEVATION' Description of Materials m Description of Materials m Elev./ m a Blows Elev./ Blows (Soll-ASTM D2488 or 2487;Rock-USACE EM a MC m a (Soil-ASTM D2488 or 2487;Rock-USAGE EM a qe MC Depth m 'y E (N-Value) s Tests or Remarks Depth a 1110 1 2908) m (N-Value) tsf a� Tests or Remarks ft 3— 1110-1-2908) s Recovery tsf % ft m Recovery A '�` TOPSOIL - 685.0 (TOPSOIL) — - 676.0 -..,. - 1.0 �jI LEAN CLAY(CL),trace Sand,dark brown to —� 1.0 //)LEAN CLAY(CL),trace Sand,brown,moist, — 10 — gray,moist,soft to medium(ALLUVIUM) 5 medium to stitf(LOESS) �7 727 DD=99 pcf E - 5—X 8 30 _ 66 5 qu=1100 psf E 31 quD=700 Psf — _ 8 6 11X 45 - — 24 r a - 667.0 "7/./. f0 — t0 ? — 7 - 10.0 LEAN CLAY(CL),brown to dark brown,moist, _ — r:.:;a stiff(LACUSTRINE) — ^O — — ;•yt - - ,1" 672.0 7 34 :_,` 0 — -R 9 _ 14.0 LEAN CLAY(CL),dark brown,moist,medium CJ-9 D (ALLUVIUM) 15 i ? 15 - .,"r-i-. sz /// ,. .: ' ry ///;/H. ////;/i 668.0 18.0 (CL),trace Sand,trace Gravel,gray,moist,stiff O 12 26 — (GLACIAL TILL) —R 11 18 657.0 — 20 - 20.0 END OF BORING 20 Water not observed while drilling. — — — — Boring backfilled after water level measurements. — — c c 13 661.0 25—� Water observed at 17.0 — 25— _ 25.0 END OF BORING feet while drilling. — — — Water observed at 4.5 feet immediately after — — — - — withdrawal of auger. _ _ — 30— Boring backfilled after water level measurements. NO. REVISIONS DSGN CHKD APVD DATE — — B B1911506 Braun Intertec Corporation B-6 page 1 of 1 M B B1911506 Braun Intertec Corporation B-5 page 1 of 1 WO Stanley Consultants INC 225 Iowa Avenue,Muscatine,Iowa 52761-3764 veww.stanleyconsultanls.com CITY OF IOWA CITY SCOTT BLVD TRUNK SANITARY SEWER EXTENSION IOWA CITY.IOWA SANITARY SEWER SOIL BORING LOG-SHEET 3 A A DESIGNED KKHEIM DRAWN GM REEVES SCALE: AS NOTED C CHECKED KK HEIM NO.29160.01.00 I REV. p APPROVED KK HEIM APPROVED JM BRADY t./''� (.Q3 O Q DATE DECEMBER 10,2020 1 1 I 2 I 3 I 4 I 5 I 6 I 7 T a I 9 I 10 oer»LEYTµrs I 11 Prepared by:Scott Sovers,Asst.City Engineer,Engineering Division,410 E.Washington St.,Iowa City,IA 52240,(319)356-5142 �( rJ Resolution No. 20-280 Resolution setting a public hearing on January 5, 2021 on project manual and estimate of cost for the construction of the Scott Boulevard Trunk Sanitary Sewer Extension 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 Scott Boulevard Trunk Sanitary Sewer account #V3145. 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 5th day of January, 2021, 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. 3. 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. 4. 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 15th day of December , 2020 Mayor oved by Attest: 14/ City Clerk y orney's O ice (Sara Greenwood Hektoen— 12/09/2020) It was moved by Taylor and seconded by Thomas 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 III ',. oF , %co- 1-61v�Tron k Pr 1 2 Se/we-A- xk-ex\S\O PRESS-CITIZEN MEDIA PART OF THE USA TODAY NETWORK CITY CLERK CITY OF IOWA CITY ICPD 410 E WASHINGTON ST This is not an invoice IOWA CITY IA 522401825 #of Affidavits) 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: 0004514141 12/23/20 12/23/2020 $51.18 Copy of Advertisement Exhibit"A" Pi& t AL-- Subscrib a . sworn to before me by said affiant this 23 day of December, 2020 otary is 5 ./5 .473 Commission expires NANCY HEYRMAN Notary Public State of Wisconsin O1 B I a a. 0-6NOTICE OF PUBLIC HEARING - o NOTICE OF PUBLIC HEARING ON PROJECT MANUAL AND ESTIMATED COST FOR THE SCOTT BOULEVARD TRUNK SANITARY SEWER EXTENSION PROJECT IN THE CITY OF IOWA CITY,IOWA TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO OTHER INTERESTED PERSONS: Public notice is hereby given that the City Council of the City of Iowa City, Iowa, will conduct a public hearing on the Prolect Manual, including the plans, specifications, contract, and estimated cost for the construction of the Scott Boulevard Trunk Sanitary Sewer Extension Project in said city at 7 p.m. on the 5th day of January, 2021,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. If City Hall is closed to the public due to the health and safety concerns from COVID-19, the council meeting will be an electronic meeting using Zoom Meetings. For information on how to participate in the electronic meeting, see www.icgov.org/counciidocs Or telephone the City Clerk at (319) 356-5043. This project generally includes installation of approximately 5,200 feet of 24-inch and 30-inch sanitary trunk sewer and manholes along North Branch of Snyder Creek south of American Legion Road, and east of Scott Boulevard in Iowa City, Iowa. Construction also involves one wetland crossing, one creek crossing, erosion protection, and surface restoration including seeding. Base bid sewer pipe and manholes is unlined RCP. Alternative bid sewer pipe and manholes is HDPE lined RCP. 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. If City Hall Is closed to the public due to the health and safety concerns from COVID-19, copies are available by telephoning the City Clerk at(319) 356-5043 or emailing k e l l i e-f r u eh l l ng Ol owa-c i ty.or g. Any interested persons may appear at said meeting of the City Council for the purpose of making obiections to and comments concerning said Prolect Manual or the cost of making said improvement. This notice Is given by order of the City Council of the City of Iowa City!Iowa and as provided by law. Kellie K.Fruehling,City Clerk � C Prepared by:Scott Sovers,Asst.City Engineer,Engineering Division,410 E.Washington St.,Iowa City,IA 52240,(319)356-5142 Resolution No. 21-5 Resolution approving project manual and estimate of cost for the construction of the Scott Boulevard Trunk Sanitary Sewer Extension 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 Scott Boulevard Trunk Sanitary Sewer account #v3145. 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 26th day of January, 2021. At that time, the bids will be opened by the City Engineer or his designee, and thereupon referred to the City Council of the City of Iowa City, Iowa, for action upon said bids at its next regular meeting, to be held at the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, at 7:00 p.m. on the 2nd day of February, 2021, or at a special meeting called for that purpose. If City Hall 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. 5. City Hall is currently closed to the public because of the COVID-19. 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. Resolution No. 21-5 Page 2 Passed and approved this 5th day of January , 2021. Ad -e-Dr M or A r ed by );,z____ Attest: . / City Clerk City Attorney's Office— 12/21/2020 It was moved by Bergus 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 Q o IOWA LEAGUE Of 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 SCOTT BOULEVARD TRUNK SANITARY SEWER EXTENSION PROJECT Classified ID: 130080 A printed copy of which is attached and made part of this certificate,provided on 01/06/2021 to be posted on the Iowa League of Cities' internet site on the following date: January 7 , 2021 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. 1/6/2021 aiL (1\ -76LAAr Alan Kemp, Executive Director 0100 NOTICE TO BIDDERS SCOTT BOULEVARD TRUNK SANITARY SEWER EXTENSION PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 26th day of January 2021. If City Hall 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 East Washington Street, Iowa City, Iowa, and upon arrival telephone the City Clerk at (319) 356-5043. 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. If City Hall is closed to the public due to the health and safety concerns from COVID-19, the bid opening will be an electronic meeting using the Zoom Meetings. Information for this meeting will be distributed by the City Engineering Division to prospective bidders on the Project Plan Holders List. For information on how to participate in the electronic meeting, please contact the City Engineering Division at (319) 356- 5140. 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 2nd day of February, 2021, or at special meeting called for that purpose. If City Hall is closed to the public due to the health and safety concerns from COVID-19, the council meeting will be an electronic meeting using the Zoom Meetings. For information on how to participate in the electronic meeting, see www.icgov.org/councildocs or telephone the City Clerk at (319) 356-5043. The Project will generally involve the following: Installation of approximately 5,200 feet of 24-inch and 30-inch sanitary trunk sewer and manholes along North Branch of Snyder Creek south of American Legion Road, and east of Scott Boulevard, in Iowa City, Iowa. Construction also involves one wetland crossing, one creek crossing, erosion protection, and surface restoration including seeding. Base bid sewer pipe and manholes is unlined RCP. Alternative bid sewer pipe and manholes is HDPE lined RCP. All work is to be done in strict compliance with the Project Manual prepared by Stanley Consultants, Inc., of Muscatine, Iowa, which has heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk. If City Hall is closed to the public due to the health and safety concerns from COVID-19, copies are available by telephoning the City Clerk at (319) 356-5043 or emailing kellie-fruehlingAiowa-city.orq. 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 (including all added alternates). 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, w 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 5 years from and after its completion and formal acceptance by the City Council. The following limitations shall apply to this Project: Specified Late Start Date:05-01-2021 Substantial Completion: 08-31-2021 Final Completion: 09-30-2021 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 52240, Phone: (319) 354-5950, Fax: (319) 354-8973, Toll-Free: (800) 779-0093. If City Hall is closed to the public due to the health and safety concerns from COVID-19, copies are available by telephoning the City Clerk at (319) 356-5043 or emailing kellie-fruehling@iowa-city.org. A $30 fee is required for each set of plans and Project Manual provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to Technigraphics, by bona fide bidders. The fee is refundable if documents are 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,January 7, 2021 8:46 AM To: Ashley Platz Subject: Certificate for Notice to Bidders Attachments: We sent you safe versions of your files; 01.07.21 notice to bidders.pdf • RISK Mimecast Attachment Protection has deemed this file to be safe, but always exercise caution when opening files. 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—Scott Boulevard Trunk Sanitary Sewer Extension Project A printed copy of which is attached and made part of this certificate,to be posted in the Construction Update Network Plan Room, a relevant contractor plan room service with statewide circulation and a relevant contractor lead generating service with statewide circulation, on the following date(s): January 7,2021 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. CliN4 ( Klytt January 7, 2021 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)515.402-9858(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 C� update 0100 NOTICE TO BIDDERS SCOTT BOULEVARD TRUNK SANITARY SEWER EXTENSION PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 26th day of January 2021. If City Hall 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 East Washington Street, Iowa City, Iowa, and upon arrival telephone the City Clerk at (319) 356-5043. 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. If City Hall is closed to the public due to the health and safety concerns from COVID-19, the bid opening will be an electronic meeting using the Zoom Meetings. Information for this meeting will be distributed by the City Engineering Division to prospective bidders on the Project Plan Holders List. For information on how to participate in the electronic meeting, please contact the City Engineering Division at (319) 356- 5140. 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 2nd day of February, 2021, or at special meeting called for that purpose. If City Hall is closed to the public due to the health and safety concerns from COVID-19, the council meeting will be an electronic meeting using the Zoom Meetings. For information on how to participate in the electronic meeting, see www.icgov.org/councildocs or telephone the City Clerk at (319) 356-5043. The Project will generally involve the following: Installation of approximately 5,200 feet of 24-inch and 30-inch sanitary trunk sewer and manholes along North Branch of Snyder Creek south of American Legion Road, and east of Scott Boulevard, in Iowa City, Iowa. Construction also involves one wetland crossing, one creek crossing, erosion protection, and surface restoration including seeding. Base bid sewer pipe and manholes is unlined RCP. Alternative bid sewer pipe and manholes is HDPE lined RCP. All work is to be done in strict compliance with the Project Manual prepared by Stanley Consultants, Inc., of Muscatine, Iowa, which has heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk. If City Hall is closed to the public due to the health and safety concerns from COVID-19, copies are available by telephoning the City Clerk at (319) 356-5043 or emailing kellie-fruehlinq(a�iowa-city.orq. 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 (including all added alternates). 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 5 years from and after its completion and formal acceptance by the City Council. The following limitations shall apply to this Project: Specified Late Start Date:05-01-2021 Substantial Completion: 08-31-2021 Final Completion: 09-30-2021 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 52240, Phone: (319) 354-5950, Fax: (319) 354-8973, Toll-Free: (800) 779-0093. If City Hall is closed to the public due to the health and safety concerns from COVID-19, copies are available by telephoning the City Clerk at(319) 356-5043 or emailing kellie-fruehling@iowa-city.org. A $30 fee is required for each set of plans and Project Manual provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to Technigraphics, by bona fide bidders. The fee is refundable if documents are 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:Scott Sovers,Asst.City Engineer,410 E.Washington St.,Iowa City,IA 52240(319)356-5142 Resolution No. 21-19 Resolution awarding contract and authorizing the Mayor to sign and the City Clerk to attest a contract for construction of the Scott Boulevard Trunk Sanitary Sewer Extension Project Whereas, Dave Schmitt Construction Inc. of Cedar Rapids, Iowa has submitted the lowest responsible bid of$1,451,312.36 for construction of the above-named project; and Whereas, the bid includes the base bid and Alternate# 1; and Whereas, funds for this project are available in the Scott Boulevard Trunk Sewer account # V3145; 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 for the base bid plus Alternate# 1 is hereby awarded to Dave Schmitt Construction Inc., subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. 2. The Mayor is hereby authorized to sign the contract for construction of the above-named project and the Contractor's Bond, subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. Passed and approved this 2nd day of February , 2021 • A r ed • �{ Attest:est: ` Ci Clerk City Attorney's Office—01/28/2021 It was moved by Mims and seconded by Bergus 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 Weiner I ii:Z11041Micl CITY OF IOWA CITY ENGINEER'S REPORT 410 East Washington Street Iowa City,Iowa 52240 - 1826 (319)356- 5000 (319)356- 5009 FAX December 16, 2022 www.icgov.org City Clerk Iowa City, Iowa Re: Scott Boulevard Trunk Sanitary Sewer Extension Project Dear City Clerk: I hereby certify that the construction of the Scott Boulevard Trunk Sanitary Sewer Extension Project has been completed by Dave Schmitt Construction, Inc. of Cedar Rapids, Iowa in substantial accordance with the plans and specifications prepared by Stanley Consultants Inc. The project was bid as a unit price contract and the final contract price is $ 1,475,085.46. There were four (4) change or extra work orders for the project as described below: Change Order Description Net Contract Change 1. Additional tree removals $2,750.00 2. Sunrise Village storm sewer $3,364.52 3. Field tile replacement and chain link gate $8,345.35 4. Sanitary sewer testing (to be completed 2 to 3 months before the expiration of the maintenance bond) No Cost TOTAL $14,459.87 I recommend that the above-referenced improvements be accepted by the City of Iowa City. Sincerely, Jason Havel, P.E. City Engineer Prepared by:Scott Sovers,Asst.City Engineer,Engineering Division,410 E.Washington St.,Iowa City, IA 52240,(319)356-5142 Resolution No. 23-08 Resolution accepting the work for the Scott Boulevard Trunk Sanitary Sewer Extension Project Whereas, the Engineering Division has recommended that the work for construction of the Scott Boulevard Trunk Sanitary Sewer Extension Project, as included in a contract between the City of Iowa City and Dave Schmitt Construction Inc. of Cedar Rapids, Iowa, dated March 5th, 2021, 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 Scott Boulevard Trunk Sewer account # V3145; and Whereas, the final contract price is $1,475,085.46. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that said improvements are hereby accepted by the City of Iowa City, Iowa. Passed and approved this loth day of January , 2023 04.-c-,------- ( 12-41--X -z- or Approved by • Attest: k E� t 1/ r G City lerk .) City Attor ey's Office (Sara Greenwood Hektoen - 12/27/2022) It was moved by Dunn and seconded by Bergus the Resolution be adopted, and upon roll call there were: • Ayes: Nays: Absent: x Alter x Bergus x Harmsen x Taylor x Teague X Thomas X Dunn Bond No. 54236087 0510 PERFORMANCE, PAYMENT, AND MAINTENANCE BOND SCOTT BOULEVARD TRUNK SANITARY SEWER EXTENSION PROJECT CITY OF IOWA CITY KNOW ALL BY THESE PRESENTS: That we, Dave Schmitt Construction Co., Inc. , as Principal (hereinafter the "Contractor" or "Principal") and United Fire & Casualty Company as Surety are held and firmly bound unto City of Iowa City, Iowa, as Obligee (hereinafter referred to as "the Jurisdiction"), and to all persons who may be injured by any breach of any of the conditions of this Bond in the penal sum of One Million, Four Hundred Fifty One Thousand, Three Hundred Twelve and 36/100 dollars ($ 1,451,312.36 ), 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 2nd day of February 2021 , (hereinafter the "Contract") wherein said Contractor undertakes and agrees to construct the following described improvements: Installation of approximately 5,200 feet of 24-inch and 30-inch sanitary trunk sewer and manholes along North Branch of Snyder Creek south of American Legion Road, and east of Scott Boulevard, in Iowa City, Iowa. Construction also involves one wetland crossing, one creek crossing, erosion protection, and surface restoration including seeding._Base bid sewer pipe and manholes is unlined RCP. Alternative bid sewer pipe and manholes is HDPE lined RCP. 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 Scott Boulevard Trunk Sanitary Sewer Extension Project 0510 — Page 1 of 4 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 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 than 5 year(s) (5)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. Scott Boulevard Trunk Sanitary Sewer Extension Project 0510 — Page 2 of 4 In the event the Jurisdiction incurs any "outlay and expense" in defending itself against 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. Scott Boulevard Trunk Sanitary Sewer Extension Project 0510 — Page 3 of 4 PRINCIPAL: SURETY: Dave Schmitt Construction Co., Inc. John Berns United Fire & C ualty Company Printed Name of Contractor Officer Sure Company Name By �'vr� By Signature of Contractor Officer Si e of A ey-in-Fact Officer CEO Anne Crowner, Attorney-in-Fact Title of Contractor Officer Printed Name of Attorney-in-Fact Officer Holmes, Murphy and Associates, LLC Company Name of Attorney-in-Fact 2727 Grand Prairie Parkway Company Address of Attorney-in-Fact Waukee, IA 50263 City, State, Zip Code of Attorney-in-Fact (515) 223-6800 Telephone Number of Attorney-in-Fact Scott Boulevard Trunk Sanitary Sewer Extension Project 0510 — Page 4 of 4 UNITED FIRE&CASUALTY COMPANY,CEDAR RAPIDS,IA Inquiries: Surety Department • UMW' UNITED FIRE&INDEMNITY COMPANY,WEBSTER,TX 118 Second Ave SE FINANCIAL PACIFIC INSURANCE COMPANY,ROCKLIN,CA Cedar Rapids,IA 52401 INSURANCE CERTIFIED COPY OF POWER OF ATTORNEY (original on file at Home Office of Company—See Certification) KNOW ALL PERSONS BY THESE PRESENTS,That United Fire&Casualty Company,a corporation duly organized and existing under the laws of the State of Iowa; United Fire & Indemnity Company, a corporation duly organized and existing under the laws of the State of Texas; and Financial Pacific Insurance Company,a corporation duly organized and existing under the laws of the State of California(herein collectively called the Companies),and having their corporate headquarters in Cedar Rapids,State of Iowa,does make,constitute and appoint CRAIG E. HANSEN, JAY D. FREIERMUTH, BRIAN M. DEIMERLY, CINDY BENNETT, ANNE CROWNER, TIM MCCULLOH, STACY VENN, SHIRLEY BARTENHAGEN, DIONE R. YOUNG, KEVIN J. KNUTSON, MICHELLE GRUIS, KATHLEEN BREWER, SETH D. ROOKER, STACIE CHRISTENSEN, SHELBY GREINER, EACH INDIVIDUALLY their true and lawful Attorney(s)-in-Fact with power and authority hereby conferred to sign, seal and execute in its behalf all lawful bonds, undertakings and other obligatory instruments of similar nature provided that no single obligation shall exceed $100,000,000.00 and to bind the Companies thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of the Companies and all of the acts of said Attorney,pursuant to the authority hereby given and hereby ratified and confirmed. The Authority hereby granted is continuous and shall remain in full force and effect until revoked by United Fire&Casualty Company,United Fire& Indemnity Company,and Financial Pacific Insurance Company. This Power of Attorney is made and executed pursuant to and by authority of the following bylaw duly adopted on May 15,2013,by the Boards of Directors of United Fire&Casualty Company,United Fire&Indemnity Company,and Financial Pacific Insurance Company. "Article VI—Surety Bonds and Undertakings" Section 2,Appointment of Attorney-in-Fact. "The President or any Vice President,or any other officer of the Companies may, from time to time, appoint by written certificates attorneys-in-fact to act in behalf of the Companies in the execution of policies of insurance,bonds,undertakings and other obligatory instruments of like nature. The signature of any officer authorized hereby,and the Corporate seal,may be affixed by facsimile to any power of attorney or special power of attorney or certification of either authorized hereby; such signature and seal,when so used,being adopted by the Companies as the original signature of such officer and the original seal of the Companies,to be valid and binding upon the Companies with the same force and effect as though manually affixed. Such attorneys-in-fact,subject to the limitations set of forth in their respective certificates of authority shall have full power to bind the Companies by their signature and execution of any such instruments and to attach the seal the Companies thereto. The President or any Vice President,the Board of Directors or any other officer of the Companies may at any time revoke all power and authority previously given to any attorney-in-fact. IN WITNESS WHEREOF,the COMPANIES have each caused these presents to be signed by its ,,� vice president and its corporate seal to be hereto affixed this 15th day of January, 2014 Vs E7,9 CORPORATE p CORPORATE.Q' '• G �F n _• .= a,"=,uLY2z ;= UNITED FIRE&CASUALTY COMPANY SEAL o``�if SEAL- "�� '986 ?` UNITED FIRE&INDEMNITY COMPANY cat.,rrA,P',fla; � °�,w�m� '� -; "'��FOP` FINANCIAL PACIFIC INSURANCE COMPANY By: State of Iowa,County of Linn,ss: Vice President On 15th day of January, 2014, before me personally came Dennis J. Richmann to me known,who being by me duly sworn,did depose and say;that he resides in Cedar Rapids,State of Iowa;that he is a Vice President of United Fire & Casualty Company, a Vice President of United Fire & Indemnity Company, and a Vice President of Financial Pacific Insurance Company the corporations described in and which executed the above instrument; that he knows the seal of said corporations; that the seal affixed to the said instrument is such corporate seal;that it was so affixed pursuant to authority given by the Board of Directors of said corporations and that he signed his name thereto pursuant to like authority,and acknowledges same to be the act and deed of said corporations. a Judith A.Jones : Iowa Notarial Seal •tCommission number 173041 Notary Public ewe My Commission Expires 4232021 My commission expires:4/23/2021 I,Mary A.Bertsch,Assistant Secretary of United Fire&Casualty Company and Assistant Secretary of United Fire&Indemnity Company,and Assistant Secretary of Financial Pacific Insurance Company,do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit,and the copy of the Section of the bylaws and resolutions of said Corporations as set forth in said Power of Attorney,with the ORIGINALS ON FILE IN THE HOME OFFICE OF SAID CORPORATIONS,and that the same are correct transcripts thereof,and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full force and effect. In testimony whereof I have hereunto subscribed my name and affixed the corporate seal of the said Corporations this 16th day of February , 2021. `::1>t• h y',i�' _`4" IND'6V.4% :G�F\G mr�R' `'?� p, NS v t Qq � �`�QGOFIP Oq,�j''1p�,s ,^ ," `1u CORPORATE n CORPORATE Q:= ULY 22��:O C f t n,Ff-ac Y' ` SEAL " SEAL. e` y,.�., 1998 \'• �` �i'l�-t' 4`l : ¢ q�/FOPN Fa Assistant Secretary, °''nnn'a"111110 s�� '�''^"%;;a'nt`a�o�• "nmm11100 UF&C&OF&I&FPIC BPOA0049 1217