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HomeMy WebLinkAboutWWP273712 (7)Award Date: Awarded to: Award Amount: CONTRACT NUMBER CAG-15-118 Bidding Requirements, City of Renton Forms, Contract Forms, Conditions of the Contract, Plans and Specifications Construction of: Central Renton Sewer Interceptor Reline & Upsize City of Renton 1055 South Grady Way Renton, WA 98057 Project Manager: John Hobson PROJECT NO. WWP-27-03712 May 2015 (425)430-7279 D Clty Of ` -Y r . V & CITY OF RENTON RENTON, WASHINGTON CONTRACT DOCUMENTS forthe Central Renton Sewer Interceptor Reline & Upsize PROJECT NO. W W P-27-03712 May 2015 BIDDING REQUIREMENTS CONTRACT FORMS CONDITIONS OF THE CONTRACT SPECIFICATIONS PLANS IBOARD OF DIRECTORS SPECIAL MEETING ' OF Road Construction Northwest, Inc. ' The undersigned, being the sole Director of the above corporation, hereby executes these minutes of the Special Meeting of the Directors of the Corporation, pursuant to the Corporation's Articles and Bylaws, and to RCW 23B.02.050 and RCW ' 23A.08.210 as it relates to director action, and authorize, approve, and consent to the adoption of the following RESOLUTION. ' AUTHORIZATION FOR JEFFREY M. KANYER PASSED AND APPROVED: ' RESOLVED,. that Jeffrey M. Kanyer shall have the right, privilege and authority to sign legally binding documents on behalf of the corporation. This shall extend to bids, ' and bid documents, licenses, bonds and insurance policies, construction and related contracts, purchase and sales contracts, loan and loan collateral agreements, disbursement checks, and other legally binding agreements, as required by the ' corporation. This right, privilege and authority shall remain in effect until terminated in writing by resolution. '/ Dated this /X day of , 2011 CERTIFICATION: The undersigned, being the Corporate Secretary, herby certifies that the above minutes are a true and correct copy of the minutes of the Special Meeting of Board of Directors of Road Construction Northwest, Inc. CORP RATE SEC TARY: /et'er J. Ke ey Department of Labor and IndustriesC N W. PO Box 44450 v T Olympia, WA 98504-4450 �.. F.`3 { , i j ;! GURIC1 t; y f c r _ ,602 28t }� s 'Rei`stef ed as RCN W E E PO BOX 188 � �,,�xprtaian 1 RENTON WA 98057 '*CN978L6 ;0 , Quided by Law as: ,ton Contractor tRAL §26/2003 ° 6/26/2017 .. -. CITY. OF RENTON 1055 S Grady Way, Renton WA 98057 (425) 430-6851 : § k Fax (425) 43076983 licensing@rentonwa.gov BUSINESS LICENSE NON -TRANSFERABLE I Licensee has applied for a;,City of Renton business.license in: accordance with RentonMunicipal,Code (the Code)., Title.V Business, Chapter.5 Business License.. The Licensee •agrees to comply with all requirements of the Code, as well as State laws and regulations applicable to the business activity licensed. Post this License at the place of business. I I w: cIn, of L 1 Central Renton Sewer Interceptor Reline & Upsize W W P-27-03712 CONTRACT DOCUMENT TABLE OF CONTENTS Summary of Fair Practices Policy Summary of Americans with Disability Act Policy Scope of Work Vicinity Map Instructions to Bidders Call for Bids *Proposal & Combined Affidavit & Certificate Form: Non -Collusion Anti -Trust Claims Minimum Wage Form *Dept. of Labor and Industies Certificate of Registration *Proposal Bid Bond Form *Schedule of Prices ❖Bond to the City of Renton ❖Fair Practices Policy Affidavit of Compliance ❖Contract Agreement (Contracts other than Federal - Aid FHWA) Prevailing Minimum Hourly Wage Rates Statement of Intent to Pay Prevailing Wages Affidavit of Prevailing Wages Paid Special Provisions Appendix A — Temporary Sewer Bypass Overview Appendix B — Standard Plans List Appendix C — BNSF Temporary Occupancy Permit Appendix D — Inadvertent Archaeological and Historic Resources Discovery Plan Documents marked as follows must be submitted at the time noted and must be executed by the ' Contractor, President and Vice President or Secretary if corporation by-laws permit. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. * Submit with Bid ❖ Submit at Notice of Award I CITY OF RENTON Public Works Department 1055 South Grady Way Renton, Washington 98057 11 CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION NO. 4085 It is the policy of the City of Renton to promote and provide equal treatment and service to all citizens and to ensure equal employment opportunity to all persons without regard to their race; religion/creed; national origin; ancestry; sex; age over 40; sexual orientation or gender identity; pregnancy; HIV/AIDS and Hepatitis C status; use of a guide dog/service animal; marital status;. parental/family status; military status; or veteran's status, or the presence of a physical, sensory, or mental disability, when the City of Renton can reasonably accommodate the disability, of employees and applicants for employment and fair, non-discriminatory treatment to all citizens. All departments of the City of Renton shall adhere to the following guidelines: (1) EMPLOYMENT PRACTICES - The City of Renton will ensure all employment related activities included recruitment, selection, promotion, demotion, training, retention and separation are conducted in a manner which is based on job -related criteria which does not discriminate against women, minorities and other protected classes. Human resources decisions will be in accordance with individual performance, staffing requirements, governing civil service rules, and labor contract agreements. (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of Renton will cooperate fully with all organizations and commissions organized to promote fair practices and equal opportunity in employment. (3) CONTRACTORS' OBLIGATIONS - Contractors, sub -contractors, consultants and suppliers conducting business with the City of Renton shall affirm and subscribe to the Fair Practices and Non-discrimination policies set forth by the law and by City policy. I �I I r� I Copies of this policy shall be distributed to all City employees, shall appear in all operational documentation of the City, including bid calls, and shall be prominently displayed in appropriate city facilities. CONCURRED IN by the City Council of the City of Renton, Washington, this 7th day of March. 2011. CITY O RENTON P 7�I Denis Law; Mayor Attest: Bonnie I. Walton, City Clerk RENTON CITY COUNCIL C until �Pr4sident I I 11 CITY OF RENTON SUMMARY OFAMERICANS WITH DISABILITIESACT POLICY ADOPTED BYRESOLUTIONNO. 3007 The policy of the City of Renton is to promote and afford equal treatment and service to all. citizens and to assure employment opportunity to persons with disabilities, when the 'City of Renton can reasonably accommodate the disability. This policy shall .be based on the principles of :equal employment opportunity, the Americans With Disabilities Act and other applicable guidelines as set forth in federal, state and local laws. All departments of the City of Renton shall adhere to the following guidelines; (1,) EMPLOYMENT PRACTICES - All activities relating to employment such as recruitment, selection, promotion, termination and training shall be conducted in a non- discriminatory manner; Personnel decisions will be based on individual performance, staffing requirements, and in accordance with the Americans With Disabilities Act and other applicable laws and regulations. (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of Renton will :cooperate fully .with all organizations and commissions organized to promote fair practices and equal opportunity for persons with disabilities in employment and receipt of City services, activities and programs. (3) AMERICANS WITH DISABILITIES ACT POLICY - The City of Renton Americans With Disabilities Act Policy will bc.maintained. to facilitate equitable representation within the City work force and to assure equal employment opportunity and equal access to City services, activities and programs to. all people with disabilities. It shall be the responsibility and the duty of all City officials and employees to carry out the policies and guidelines as set forth in this policy (4) CONTRACTORS' OBLIGATION - Contractors, subcontractors, consultants and suppliers conducting business R1th the City of Renton. shall abide by the requirements of the Americans With Disabilities Act and promote access to services, activities and programs for -people with disabilities. I I 1 'Copies of this policy shall be distributed to all City employees, shall appear in all operational documentation of the City, including bid calls, and shall be prominently displayed in appropriate City facilities. CONCURRED IN by the City Council of the Cityof Renton, Washington, this 4th day of October 1993. RENTON CITY COUNCIL: Council President CITY OF RENTON Central Renton Sewer Interceptor Reline & Upsize W W P-27-03712 SCOPE OF WORK The work involved under the terms of this contract document shall be full and complete installation of the facilities, as shown on the plans and as described in the construction specifications, to include but not be limited to: The construction of the Central Renton Sewer Interceptor Reline & Upsize consists of the replacement of approximately 122 linear feet of existing 12" vitrified clay sewer main with new 24" PCV sewer main, the replacement of one existing 72" sanitary sewer manhole with a new 84" manhole, the rehabilitation of approximately 559 linear feet of 24" vitrified clay sewer with Cured -In -Place Pipe (CIPP) and associated roadway and landscape restoration. Construction days are limited to Fridays and Saturdays for work in the BNSF railroad right-of-way and Saturdays and Sundays within the Sunset Blvd North right-of-way. The Contractor shall meet all BNSF permit requirements as part of the work. A total of 60 working days will be allowed for the completion of this project. Any contractor connected with this project shall comply with all Federal, State, County, and City codes and regulations applicable to such work and perform the work in accordance with the plans and specifications of this contract document, in addition to all applicable permits obtained for the project. INSTRUCTIONS TO BIDDERS 1. Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City Clerk, Renton City Hall, until the time and date specified in the Call for Bids. At this time the bids will be publicly opened and read, after which the bids will be considered and the award made as early as practicable. No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms attached hereto. 2 Any omissions, discrepancies or need for interpretation should be brought, in writing, to the attention of the Project Engineer. Written addenda to clarify questions that arise may then be issued. No oral statements by Owner, Engineer, or other representative of the owner shall, in any way, modify the contract documents, whether made before or after letting the contract. 3 The work to be done is shown in the plans and / or specifications. Quantities are understood to I be only approximate. Final payment will be based on actual quantities and at the unit price bid. The City reserves the right to add or to eliminate portions of that work as deemed necessary. 4. Plans may be examined at the Public Works Department Office. Plans, specifications, addenda, and the plan holders list for this project are available on-line through Builders Exchange of Washington, Inc., at http://www.bxwa.com. Bidders shall satisfy themselves as to the local conditions by inspection of the site. 5. The bid price for any item must include the performance of all work necessary for completion of that item as described in the specifications. 6. The bid price shall be stated in terms of the units indicated and as to a total amount. In the event of errors, the unit price bid will govern. Illegible figures will invalidate the bid. 7. The right is reserved to reject any and/or all bids and to waive informalities if it is deemed advantageous to the City to do so. 8. A certified check or satisfactory bid bond made payable without reservation to the Director of Finance of the City of Renton in an amount not less than 5% of the total amount of the bid shall accompany each bid proposal. Checks will be returned to unsuccessful bidders immediately following the decision as to award of contract. The check of the successful bidder will be returned provided he enters into a contract and furnishes a satisfactory performance bond covering the full amount of the work within ten days after receipt of notice of intention to award contract. Should he fail, or refuse to do so, the check shall be forfeited to the City of Renton as liquidated damage for such failure. 9. All bids must be self-explanatory. No opportunity will be offered for oral explanation except as the City may request further information on particular points. 10. The bidder shall, upon request, furnish information to the City as to his financial and practical ability to satisfactorily perform the work. 11. Payment for this work will be made in Cash Warrants. 11, The contractor shall obtain such construction insurance (e.g. fire and extended coverage, worker's compensation, public liability, and property damage as identified within Special Provisions, Specification Section 1-07.18 "Public Liability and Property Damage Insurance". 13. The contractor, prior to the start of construction, shall provide the City of Renton a detailed bar chart type construction schedule for the project. 14 Before starting work under this contract, the Contractor is required to supply information to the City of Renton on all chemical hazards Contractor is bringing into the work place and potentially exposing City of Renton Employees. 15. Payment of retainage shall be done in accordance with Section 1-09.9(1) "Retainage". 16. Basis For Approval The construction contract will be awarded by the City of Renton to the lowest, responsible, responsive bidder. The bidder shall bid on all bid schedules items of all schedules set forth in the bid forms to be considered responsive for award. The total price of all schedules will be used to 1 determine the successful low responsive bidder. Partial bids will not be accepted. The owner reserves the right to award any or all schedules of the Bid to meet the needs of the City. The intent is to award to only one BIDDER. 17. Trench Excavation Safety Systems As required by RCW 39.04.180, on public works projects in which trench excavation will exceed a depth of four feet, any contract therefor shall require adequate safety systems for the trench excavation that meet the requirements of the Washington Industrial Safety and Health Act, Chapter 49.17 RCW. These requirements shall be included in the Bid Schedule as a separate item. The costs of trench safety systems shall not be considered as incidental to any other contract item and any attempt to include the trench safety systems as an incidental cost is prohibited. 18. Payment of Prevailing Wages In accordance with Revised Code of Washington Chapters 39.12 and 49.28 as. amended or supplemented herein, there shall be paid to all laborers, workmen or mechanics employed on this contract the prevailing rate of wage for an hour's work in the same trade or occupation in the area of work regardless of any contractual relationship which may exist, or be alleged to exist, between the CONTRACTOR and any laborers, workmen, mechanics or subconsultants. The most recent issue of the prevailing wage rates are included within these specifications under section titled "Prevailing Minimum Hourly Wage Rates". The Contractor is Responsible for obtaining updated issues of the prevailing wage rate forms as they become available during the duration of the contract. The wage rates shall be included as part of any subcontracts the Contractor may enter into for work on this project. t19. Pollution Control Requirements Work under this contract shall meet all local, state and federal requirements for the prevention of environmental pollution and the preservation of public natural resources. The CONTRACTOR shall conduct the work in accordance with all applicable pollution control laws. The CONTRACTOR shall comply with and be liable for all penalties, damages, and violations under Chapter 90.48 RCW, in performance of the work. The CONTRACTOR shall also comply with Article 4 in the Puget Sound Air Pollution Control Agency Regulation III regarding removal and encapsulation of asbestos materials. 20. Standard Specifications All work under this contract shall be performed in accordance with the following standard specifications except as may be exempted or modified by the City of Renton Supplemental Specifications, Special Provisions or other sections of these contract documents. These standard specifications are hereby made a part of this contract and shall control and guide all activities within this project whether referred to directly, paragraph by paragraph, or not. ' 1. WSDOT/APWA "2014 Standard Specifications for Road, Bridge and Municipal Construction" and "Division 1 APWA Supplement" hereinafter referred to by the abbreviated title "Standard Specifications." A. Any reference to "State," "State of Washington," "Department of Transportation," "WSDOT," or any combination thereof in the WSDOT/APWA standards shall be modified to read "City of Renton," unless specifically referring to a standard specification or test method. B. All references to measurement and payment in the WSDOT/APWA standards shall be detected and the measurement and payment provisions of Section 1-09.14, Measurement and Payment (added herein) shall govern. 21. A geotechnical engineering evaluation report has been completed based on subsurface explorations at the site and is available for information purposes only. A copy may be obtained on-line through Builders Echange of Washington, Inc., at http://www.bxwa.com. Click on "bxwa.com"; "Posted Projects", "Public Works', "City of Renton", "Projects Bidding". The Bidders shall familiarize themselves adequately with the project site and existing subsurface condition as needed to submit their bid. Upon approval of the City, the Bidder may make such subsurface explorations and investigations as they see fit. The Bidder shall be responsible for protection of all existing facilities, utilities and other buried or surface improvements and shall restore the site to the satisfaction of the City. 22 Bidder's Checklist ❑ It is the responsibility of each bidder to ascertain if all the documents listed on the attached index are included in their copy of the bid specifications. If documents are missing, it is the 1 sole responsibility of the bidder to contact the City of Renton to obtain the missing documents prior to bid opening time. ❑ Have you submitted, as part of your bid, all documents marked in the index as "Submit With Bid"? ❑ Has bid bond or certified check been enclosed? ❑ Is the amount of the bid guaranty at least 5 percent of the total amount of bid including sales tax? ❑ Has the proposal been signed? ❑ Have you bid on ALL ITEMS and ALL SCHEDULES? ❑ Have you submitted the Subcontractors List (If required) ❑ Have you reviewed the Prevailing Wage Requirements? ❑ Have you certified receipt of addenda, if any? ❑ Have you submitted the Dept. of Labor & Industries Certificate of Registration form? I I d CAG-15-118 CITY OF RENTON CALL FOR BIDS ' Central Renton Sewer Interceptor Reline & Upsize WWP-27-03712 ' Sealed bids will be received until 2:30 p.m. Tuesday, June 9, 2015 at the City Clerk's office, 7th floor and will be opened and publicly read in Conference Room 621 on the 61h floor, Renton City Hall, 1055 South Grady Way, Renton WA 98057. ' The work to be performed within 60 working days from the Notice to Proceed Date under this contract shall include, but not be limited to: ' The construction of the Central Renton Sewer Interceptor Reline & Upsize consists of the replacement of approximately 122 linear feet of existing 12" vitrified clay sewer main with new 24" PCV sewer main, the replacement of one existing 72" sanitary sewer manhole with a new 84" manhole, the rehabilitation of ' approximately 559 linear feet of 24" vitrified clay sewer with Cured -In -Place Pipe (CIPP) and associated roadway and landscape restoration. Construction days are limited to Fridays and Saturdays for work in the BNSF railroad right-of-way and Saturdays and Sundays within the Sunset Blvd North right-of-way. ' The Contractor shall meet all BNSF permit requirements as part of the work. Any contractor connected with this project shall comply with all Federal, State, County, and City codes ' and regulations applicable to such work and perform the work in accordance with the plans and specifications of this contract document. ' A pre -bid meeting will be held at 1:00 p.m., local time, Monday June 1, 2015 at the project location at the intersection of N 4th St and Houser Way N. The pre -bid meeting will be conducted by the Owner and Engineer to answer project related questions. Street parking is available on N 4th St and Houser Way N. ' The City reserves the right to reject any and/or all bids and to waive any and/or all informalities. I Bid documents will be available May 19, 2015. Plans, specifications, addenda, and the plan holders list for this project are available on-line through Builders Exchange of Washington, Inc., at http://www.bxwa.com. Click on "bxwa.com"; "Posted Projects", "Public Works", "City of Renton", "Project's Bidding". (Note: Bidders are encouraged to "Register as a Bidder," in order to receive automatic email notification of future addenda and to be placed on the "Bidders List.") If a bidder has any questions regarding the project, please contact the Project Manager, John Hobson, at 1055 South Grady Way, Renton, WA 98057 or (425) 430-7279. A certified check or bid bond in the amount of five percent (S%) of the total of each bid must accompany each bid. The City's Fair Practices, Non -Discrimination, and American Jason Published: Daily Journal of Commerce May 19, 2015 Daily Journal of Commerce May 26, 2015 ith Disability Act Policies shall apply. City t Central Renton Sewer Interceptor Reline & Upsize W W P-27-03712 ' Proposal & Combined Affidavit & Certificate Form TO THE CITY OF RENTON ' RENTON, WASHINGTON Ladies and/or Gentlemen: ' The undersigned hereby certify that the bidder has examined the site of the proposed work and have read and thoroughly understand the plans, specifications and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, and hereby propose ' to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available, in accordance with the said plans, specifications and contract and the schedule of prices. ' The undersigned further certifies and agrees to the following provisions: 1 NON -COLLUSION AFFIDAVIT Being duly sworn, deposes and says, that he is the identical person who submitted the foregoing proposal or bid, and that such bid is genuine and not sham or collusive or made in the interest or on behalf of any person not therein named, and further, that the deponent has not directly induced or solicited any other Bidder on the foregoing work or equipment to put in a sham bid, or any other person or corporation to refrain from bidding, and that deponent has not in any manner sought by collusion to secure to himself or to any other person any advantage over other Bidder or Bidders. AND CERTIFICATION RE: ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER Vendor and purchaser recognize that in actual economic practice overcharges resulting from anti-trust violations are in fact usually borne by the purchaser. Therefore, vendor hereby assigns to purchaser any and all claims for such over -charges as to goods and materials purchased in connection with this order or contract, except as to overcharges resulting from anti-trust violations commencing after the date of the bid, quotation, or other event establishing the price under this order or contract. In addition, vendor warrants and represents that such of his suppliers and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception. ' AND 'Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale ' MINIMUM WAGE AFFIDAVIT FORM 1, the undersigned, having been duly sworn, deposed, say and certify that in connection with the t performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work; not less than the prevailing rate of wage or not less than the minimum rate of wages as specified in the principal contract. I have read the.above and foregoing statements and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. ' FOR: PROPOSAL, NON COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER AND MINIMUM WAGE AFFIDAVIT ' Road Construction Northwest, Inc. Name of Bidder's Firm ' Signature of Authorized Representative of Bidder*: Printed Name: �ETE>'L J . �E�N� Title: Vr 4 6��06-/vr— ' Address: Pe Be k 8 8 OEN716-'U, V1i 7� � (gl16 7 Contact 'N/ame (please /pprinntt): !`E 7-4EF- Phone: `C�S�'zs/-< ! �� X- Email: ' *The above signature must be notarized using the applicable notary language found on pages 3 and 4. ' If business is a CORPORATION, please complete this section: Name of President of Corporation JEFFIgg-V ' Name of Secretary of Corporation�� Corporation Organized under the laws of vU/4S%jNaT0IV With Main Office in State of Washington at K�jV7-OA/ ' If business is a PARTNERSHIP or LIMITED LIABILITY COMPANY, please complete this section: Name: Title (Partner, Member, Manager): Proposal & Affidavit/Certificate Page 2 of 4 IProvided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale INDIVIDUAL FORM I STATE OF WASHINGTON ) ss County of ) On this day of before me personally appeared _ to me known to be the individual(s) described in and who executed the foregoing instrument, and acknowledged under oath that (he/she/they) signed and sealed the same as (his, her, their) free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal the day and year last above written. (SEAL) Notary Public in and for the State of Washington, residing at Print Name: My commission expires: CORPORATION FORM STATE OF WASHINGTON : ss County of /A/6, ) On this G% day of & I U IIJE before me personally appeared � 7Ev 'L J • % /ENNEy to me known to be the �Ec (President, Secretary, Treasurer) of the / corporation that executed the foregoing inst ument, and acknowledged said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that 06 Lb- (he/she/they) are authorized to execute said instrument. GIVEN under my hand and official seal the day and year last above written. ' //1 (SEAL)/l// , tar�1G4 =SCHUCHARDCHARD Notary Public in and for the State of BLICWashington, residing at -M� �LINGTON PrintName: Arl,&viCPIRES, 2018 My commission expires: Proposal & Affidavit/Certificate Page 3 of 4 IProvided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale ' STATE OF WASHINGTON ) ss ' County of ) I] PARTNERSHIP FORM On this day of before me personally appeared to me known to be a General Partner of the partnership known as that executed the foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said partnership, for the uses and purposes therein mentioned, and on oath stated that (he/she/they) are authorized to execute said instrument. GIVEN under my hand and official seal the day and year last above written. (SEAL) STATE OF WASHINGTON County of Notary Public in and for the State of Washington, residing at Print Name: My commission expires: LIMITED LIABILITY COMPANY (LLCM FORM ss On this day of , 20 before me personally appeared to me known to be a Managing Member of the Limited Liability Company known as and that he/she/they executed the foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said Limited Liability Company, for the uses and purposes therein mentioned, and on oath stated that (he/she/they) are authorized to execute said instrument. GIVEN under my hand and official seal the day and year last above written. (SEAL) Notary Public in and for the State of Washington, residing at Print Name: My commission expires: Proposal & Affidavit/Certificate Page 4 of 4 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale Department of Labor and Industries Certificate of Registration ' Name on Registration: Road Construction Northwest, Inc. — 6Al UJ Registration Number: /`GW �k C/t/ q 78 So Expiration Date: " 2 (a Note: A copy of the certificate will be requested as part of contract execution when project is awarded. 1 1 t 1 ' Provided to Builders Exchange WA, Inc. For Conditions Agreement - Always Verify Scale of usage see www.bxwa.com BID BOND FORM Herewith find deposit in the form of a certified check, cashier's check, cash, or bid bond in the amount of $ 5% of Bid Amount which amount is not less than five percent of the total bid. Signature Know All Men by These Presents: That we, Road Construction Northwest, Inc. as Principal, and Employers Mutual Casualty Company as Surety, are held and firmly bound unto the City of Renton, as Obligee, in the penal sum of Five Percent (5) of Bid Amount Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for Central Renton Sewer Interceptor Reline & Upsize according to the terms of the proposal or bid made by the Principal therefore, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure to do so, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS 9th DAY OF June , 2015 R E n ^', Received return of de :�sum of $ trovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale I'AFEMIC INSURANCE 1 11 P.O. Box 712 - Des Moines, IA 50306-0712 No. B07358 CERTIFICATE OF AUTHORITY INDIVIDUAL ATTORNEY -IN -FACT KNOW ALL MEN BY THESE PRESENTS, that: 1. Employers Mutual Casualty Company, an Iowa Corporation 2. EMCASCO Insurance Company, an Iowa Corporation 3. Union Insurance Company of Providence, an Iowa Corporation 4. Illinois EMCASCO Insurance Company, an Iowa Corporation 5. Dakota Fire Insurance Company, a North Dakota Corporation 6. EMC Property & Casualty Company, an Iowa Corporation 7. Hamilton Mutual Insurance Company, an Iowa Corporation hereinafter referred to severally as "Company" and collectively as "Companies", each does, by these presents, make, constitute and appoint: CYNTHIA L. JAY, PEGGY A FIRTH, ERIC A. ZIMMERMAN, JAMES B. BINDER, ALICEON KELTNER its true and lawful attorney -in -fact, with full power and authority conferred to sign, seal, and execute its lawful bonds, undertakings, and other obligatory instruments of a similar nature as follows: ANY AND ALL BONDS and to bind each Company thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of each such Company, and all of the acts of said attorney pursuant to the authority hereby given are hereby ratified and confirmed. The authority hereby granted shall expire APRIL 1 2018 unless sooner revoked. AUTHORITY FOR POWER OF ATTORNEY This Power -of -Attorney is made and executed pursuant to and by the authority of the following resolution of the Boards of Directors of each of the Companies at a regularly scheduled meeting of each company duly called and held in 1999: RESOLVED: The President and Chief Executive Officer, any Vice President the:lreasurer and theSecretary.of.Employers Mutual Casualty Company shall have power and authority to (1) appoint attorneys -in -fact and authorize them to execute on -behalf of each Corn aW and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other wntings obligatory in the natufe>thereof; and (2),to'remove any such attorney -in -fact at any time and revoke the power and authority given to him or her. Attorneys -in -fact shall have power and'authonty;aubfedto the:t_e"rms and limitations of the power -of -attorney issued to them, to execute and deliver on behalf of the Company, and to attach the seal;of the _Company.thereto,'bonds -and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and any such mstrufnent executed by any such attomey-in-fact shall be fully and in all respects binding upon the Company. Certification as to the validity of any power -of -attorney authonzed herein 1.r, - 6y an officer`of Employers Mutual Casualty Company shall be fully and in all respects binding upon this Company. The facsimile or mechanically reproduced s_ignat&6 6 sUch',offider;,whether made heretofore or hereafter, wherever appearing upon a certified copy of any power -of -attorney of the Company, shali-6e valid and bir dmg�upon te- Company with the same force and effect as though manually affixed. IN WITNESS THEREOF, the Companies have caused�these,pl'@sents to _be slgnedfor each?by-their officers as shown, and the Corporate seals to be hereto affixed this 20th day of JANUARY Seals NS�Rgi •, ZSEALn o\NSURA/�C,E'C•,,. SEAL X IOWP Y C,4. G,0, �,P4111y ,, : ;P; & C.;s•, Bruce G. Kelley, hairman Michael Freel PPOR o Q PPUR of Companies 2, 3, 4, 5 & 6; President Assistant Vice President T ' a '?� 9J of Company 1; Vice Chairman and z 1863° o - ; 1953 �_ _ CEO of Company 7 � ���NSURA,yOP••', .� ��U;UA. CSC PPOR OF`.COPPORy o SEAL SEALa . ORTH'DPK '.rMOINES.���� MUTUq�� 0TU4,6 tiso KATHY LYNN LOVERIDGE Commission Number 780769 p o) My Commission Expires sURA�r O11 October 10, 2016 ES On On this 20th day of JANUARY AD 2015 before me a Notary Public in and for the State of Iowa, personally appeared Bruce G. Kelley and Michael Freel, who, being by me duly swom, did say that they are, and are known to me to be the Chairman, President, Vice Chairman and CEO, and/or Assistant Vice President/Assistant Secretary, respectively, of each of The Companies above; that the seals affixed to this instrument are the seals of said corporations; that said instrument was signed and sealed on behalf of each of the Companies by authority of their respective Boards of Directors; and that the said Bruce G. Kelley and Michael Freel, as such officers, acknowledged the execution of said instrument to be the voluntary act and deed of each of the Companies. My Commission Expires October 10, 2016. At" _Xnkulfao ) NotavPublic M and for the State of Iowa CERTIFICATE 'I, James D. Clough, Vice President of the Companies, do hereby certify that the foregoing resolution of the Boards of Directors by each of the Companies, and this Power of Attorney issued pursuant thereto on JANUARY 20, 2015 on behalf of: CYNTHIA L. JAY, PEGGY A FIRTH, ERIC A. ZIMMERMAN, JAMES B. BINDER, ALICEON KELTNER are true and correct and are still in full force an effect. In Testimony f I have subscribed y name and affixed the facsimile s I q( each Company this _ day of li`; r0-- .TRM- lilu- . .- -.. .. . Vice President ' ' ' CITY OF RENTON PUBLIC WORKS DEPARTMENT CENTRAL RENTON SEWER INTERCEPTOR RELINE AND UPSIZE TOTAL BID PRICE (NOT INCLUDING ALTERNATE BID ITEMS) WILL BE USED TO DETERMINE SUCCESSFUL LOW RESPONSIVE BIDDER (Note. The bid price shall be stated in figures only, in terms of the units indicated and as to a total amount. In the event of errors or where conflict occurs, the unit price bid shall govern. Illegible figures will invalidate the bid) SEE SECTION 1-09.14 OF THE SPECIAL PROVISIONS FOR INFORMATION ON BID ITEMS. ITEq APPROX, I ITEM UNIT PRICE AMOUNT NO. QUAN'TITYJ Dollars Cents. Dollars Cents. ' 1 1 Mobilization and Demobilization $ Ale, 000 . 0 0 $ -1/(?� 00 0, O 6 Lump Sum per Lump Sum ' 2 1 Traffic Control S Z 4i S00 - 0 0 Lump Sum per Lump Sum ' 3 1 Trench Excavation Safety Systems O ?, %SOD, O S 7� � 00. 00 1 Lump Sum per Lump Sum 4 1 Temporary Erosion/Sedimentation Controls $ '% 000' 00 S �/ `r'� DGO, DO ' Lump Sum per Lump Sum S Soo ` 00 Si SO©, 00 5 1 Construction Surveying, Staking and As- $ i S ' Lump Sum Builts per Lump Sum ' 6 1 Lump Sum Temporary Dewatering (Wellpoint System) S / 2 , '�Po0' O0 per Lump Sum S 121 DQd. 0 O 7 125 Furnish and Install 24-inch PVC Server Pipe $ 00 S S 0/ 00 0, 00 ' Linear Foot per Linear Foot ' 8 1 Furnish and Install 84-inch Diameter Sewer $ S2. 000 . 00 S S-21 O p 0, 00 Each Manhole per Each ' 9 1 Connect New Sewer to Existing Manhole S z 1 g-40 . 00 S '14/ SOD , 00 Each per Each 12,06 7, 120` 00 10 660 Pre -Installation Cleaning and Inspection $ s Linear Foot per Linear Foot ' 11 1 Excessive Leak Repair for Cured -in -Place S 1 Z OD , 00 S ,31 2 d0 . 00 Each Pipe per Each 12 660 Furnish and Install 24-inch Diameter Cured- $ //0 . p0 $ 7210 &00 . 00 ' Linear Foot in -Place Pipe per Linear Foot ' Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale CITY OF RENTON PUBLIC WORKS DEPARTMENT CENTRAL RENTON SEWER INTERCEPTOR RELINE AND UPSIZE TOTAL BID PRICE (NOT INCLUDING ALTERNATE BID ITEMS) WILL BE USED TO DETERMINE SUCCESSFUL LOW RESPONSIVE BIDDER ' (Note. The bid price shall be stated in figures only, in terms of the, units indicated and as to a total amount. In the event of errors or where conflict occurs, the unit price bid shall govern. Illegible figures will invalidate the bid) ' SEE SECTION 1-09.14 OF THE SPECIAL PROVISIONS FOR INFORMATION ON BID ITEMS. ITEq APPROX. I ITEM UNIT PRICE AMOUNT NO. I QUANTITY1 Dollars Cents. Dollars Cents. 13 3 Reinstate CIPP Laterals S 50D_ 00 S Each per Each 14 660 Post CIPP Installation Inspection S Z . 6O S Linear Foot per Linear Foot ' 15 1 Remove and Reinstall SMH 2O19 S �� S6d • O0 S �f/ SRO . 00 1 16 Lump Sum 200 Select Imported Trench Backfill per Lump Sum $ _?'S' 6 v S 7, 00 O ` 00 ' Ton per Ton 17 25 Crushed Surfacing Top Course $ l2S' 00 0 S Ton per Ton ' 18 10 Cubic Yard Controlled Density Fill $ 136 , oo 300' DO per Cubic Yard 19 50 Construction Geotextile for Soil Stabilization $ S• 6 O S 2 SO . 00 ' Square Yard per Square Yard ' 20 10 Removal and Replacement of Unsuitable $ 5-49 • OO $ DO, O 0 Ton Foundation Material per Ton ' 21 25 HMA for Pavement Repair Class 1/2" PG 64- $ 3 6 O' Od S 7 SV O00 Ton 22 per Ton 22 15 Cement Concrete Panel Restoration $ & 0 L,) • DO S Cubic Yard per Cubic Yard 23 10 Cement Concrete Sidewalk Restoration $ .ss. 00 S --r per Square Yard S 3 -5-- p0 S �2S 00 t 24 Square Yard 15 Cement Concrete Curb and Gutter ' Linear Foot Restoration per Linear Foot ' Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale CITY OF RENTON PUBLIC WORKS DEPARTMENT CENTRAL RENTON SEWER INTERCEPTOR RELINE AND UPSIZE TOTAL BID PRICE (NOT INCLUDING ALTERNATE BID ITEMS) WILL BE USED TO DETERMINE SUCCESSFUL LOW RESPONSIVE BIDDER (Note: The bid price shall be stated in fgures only, in terms of the, units indicated and as to a total amount. In the event of errors or where conflict occurs, the unit price bid shall govern. Illegible figures will invalidate the bid) SEE SECTION 1-09.14 OF THE SPECIAL PROVISIONS FOR INFORMATION ON BID ITEMS. ITEM NO. APPROX I QUANT ITY1 I ITEM UNIT PRICE Dollars Cents. AMOUNT Dollars Cents. 25 26 1 Lump Sum 1 Lump Sum Temporary Sewer Bypass Pumping/Systems Site Demolition and Restoration Subtotal 9.5% Sales Tax $ / Z 1 clod). 00 S � 2.. / O B O . O G per Lump Sum S 2 5, O 00, 00 S Z$, O 00, O d per Lump Sum $ 3.s, 7qd , QO S 3 11, % OS -- Total Bid Price s 3 q 3 q 70, 0S The construction contract will be awarded by the City of Renton to the lowest, responsible, responsive bidder. The bidder shall bid on all bid items set forth in the bid forms to be considered responsive for award. The Total Bid Price, as indicated on the Schedule of Prices, will be used to determine the successful low responsive bidder. Partial bids will not be accepted. The intent is to award to only one BIDDER. k IProvided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale Bond No. S417078 ' BOND TO THE CITY OF RENTON KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned Road Construction Northwest, Inc. ' as principal, and Employers Mutual Casualty Company corporation organized and existing under the laws of the State of Iowa as a surety corporation, and qualified under the laws of the State of Washington to become surety upon ' bonds of contractors with municipal corporations, as surety are jointly and severally held and firmly bound to the City of Renton in the penal sum of $393,970.05 for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or person representatives, as ' the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinance of ' the City of Renton. Dated at -)tZz- - , Washington, this / � day of G)4,,112015. ' Nevertheless, the conditions of the above obligation are such that: ' WHEREAS, under and pursuant to Public Works Construction Contract CAG-15-118 providing for construction of Central Renton Sewer Interceptor Reline & Upsize. (project name) . the principal is required to furnish a bond for the faithful performance of the contract; and WHEREAS, the principal has accepted, or is about to accept, the contract, and undertake to perform the ' work therein provided for in the manner and within the time set forth; NOW, THEREFORE, if the principal shall faithfully perform all of the provisions of said contract in the ' manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, subcontractors and materialmen, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying 1 on of said work, and shall hold said City of Renton harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any subcontractor in the performance of said work, and shall indemnify and hold the City of Renton t harmless from any damage or expense by reason of failure of performance as specified in the contract or from defects appearing or developing in the material or workmanship provided or performed under the contract within a period of one year after its acceptance thereof by the City of Renton, then and in ' that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. Road Construction Northwest, Inc. Employers Mutual Casualty Company ' Principal Surety ' Signatur I Signature Aliceon-Keltner l I Jeffrey M. Kanyer, President Attorney-;n-Fact tTitle Title AIFEMC o p Q INSURANCE P.O. Box 712 • Des Moines, IA 50306-0712 N0. B28467 CERTIFICATE OF AUTHORITY INDIVIDUAL ATTORNEY -IN -FACT KNOW ALL MEN BY THESE PRESENTS, that: 1. Employers Mutual Casualty Company, an Iowa Corporation 2. EMCASCO Insurance Company, an Iowa Corporation 3. Union Insurance Company of Providence, an Iowa Corporation 4. Illinois EMCASCO Insurance Company, an Iowa Corporation 5. Dakota Fire Insurance Company, a North Dakota Corporation 6. EMC Property & Casualty Company, an Iowa Corporation 7. Hamilton Mutual Insurance Company, an Iowa Corporation hereinafter referred to severally as "Company" and collectively as "Companies", each does, by these presents, make, constitute and appoint. CYNTHIA L. JAY, PEGGY A FIRTH, ERIC A. ZIMMERMAN, JAMES B. BINDER, ALICEON KELTNER its true and lawful attomey-in-fact, with full power and authority conferred to sign, seal, and execute its lawful bonds, undertakings, and other obligatory instruments of a similar nature as follows: ANY AND ALL BONDS and to bind each Company thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of each such Company, and all of the acts of said attomey pursuant to the authority hereby given are hereby ratified and confirmed. The authority hereby granted shall expire APRIL 1, 2018 unless sooner revoked. AUTHORITY FOR POWER OF ATTORNEY This Power-of-Attomey is made and executed pursuant to and by the authority of the following resolution of the Boards of Directors of each of the Companies at a regularly scheduled meeting of each company duly called and held in 1999: RESOLVED: The President and Chief Executive Officer, any Vice President, the Treasurer and the Secretary of Employers Mutual Casualty Company shall have power and authority to (1) appoint attorneys -in -fact and authorize them to execute on behalf of each Company and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof; and (2) to remove any such attorney -in -fact at any time and revoke the power and authority given to him or her. Attorneys -in -fact shall have power and authority, subject to the terms and limitations of the power-of-attomey issued to them, to execute and deliver on behalf of the Company, and to attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and any such instrument executed by any such attomey-in-fact shall be fully and in all respects binding upon the Company. Certification as to the validity of any power -of -attorney authorized herein made by an officer of Employers Mutual Casualty Company shall be fully and in all respects binding upon this Company. The facsimile or mechanically reproduced signature of such officer, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power -of -attorney of the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS THEREOF, the Companies have caused these presents to be signed for each by their officers as shown, and the Corporate seals to be hereto affixed this 1st day of JULY 2015 Seals ' l PS`D INSU Rq�', ;,' ; �q' Bruce G. Kelley, hairman Michael Freel 'A of of Companies 2, 3, 4, 5 & 6; President Assistant Vice President a = Company of Company 1; Vice ce Chairman and z ;SEAL ? ; 1863 o ; :'- 1953 CEO of Can 7 .1 IOWAc; n - ''�,IOWA,� • '''O�ryn'�,30�'•;, , *,IONIP* ,O;NSURANCFc•,• P �NSURA,y�,''•,, :S�Vt UA('C''.,• Q c.OPPOHgt�!i�➢�- w: SEAL - oz SEAL SEAL o `* OHTH DA",, , 't"1OINES.' MUTUA( 11TU4 y e KATHY LYNN LOVEMDGE In = Commisslon Number 7W769 o� n My Commission Expires J A P . October 10, 2016 Es, On this 1st day of JULY AD 2015 before me a Notary Public in and for the State of Iowa, personally appeared Bruce G. Kelley and Michael Freel, who, being by me duly swom, did say that they are, and are known to me to be the Chairman, President, Vice Chairman and CEO, and/or Assistant Vice President/Assistant Secretary, respectively, of each of The Companies above; that the seals affixed to this instrument are the seals of said corporations; that said instrument was signed and sealed on behalf of each of the Companies by authority of their respective Boards of Directors; and that the said Bruce G. Kelley and Michael Freel, as such officers, acknowledged the execution of said instrument to be the voluntary act and deed of each of the Companies. My Commission Expires October 10, 2016. ) NotaVPublic M and for the State of Iowa CERTIFICATE I, James D. Clough, Vice President of the Companies, do hereby certify that the foregoing resolution of the Boards of Directors by each of the Companies, and this Power of Attorney issued pursuant thereto on JULY 1, 2015 on behalf of: CYNTHIA L. JAY, PEGGY A FIRTH, ERIC A. ZIMMERMA.N, JAMES B. BINDER, ALICEON KELTNER are true and correct and are still in full force and elect. In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this 1_ day of 5 qk L a0 ( S Vice President - 1�. R1 rc i>ni F` CITY OF RENTON FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE Road Construction Construction Northwest, Inc,_-_.___ hereby confirms and declares that: (Name of contractor/subcontractor/consultant) I. It is the policy of the above -named contractor/subcontractor/consultant, to offer equal opportunity to all qualified employees and applicants for employment without regard to their race; religion/creed; national origin; ancestry; sex; the presence of a physical, sensory, or mental disability; age over 40; sexual orientation or gender identity; pregnancy; HIV/AIDS and Hepatitis C status; use of a guide dog/service animal; marital status; parental/family status; military status; or veteran's status. II The above -named contractor/subcontractor/consultant complies with all applicable federal, state and local laws governing non-discrimination in employment. III. When applicable, the above -named contractor/subcontractor/consultant will seek out and negotiate with minority and women contractors for the award of subcontracts. Jeffrey M. Kanyer Print Agent/Representative's Name President Pri Nt/e e resentgtive's Title Agenta le's Signature %/.lob-5- Date Signed Instructions: This document MUST be completed by each contractor, subcontractor, consultant and/or supplier. Include or attach this document(s) with the contract. CONTRACTS OTi-IER THAN FEDERAL -AID FHtiWA THIS AGREEMENT, made and entered into this day of by and between THE CITY OF RENTON. Washington, a municipal corporation of the State of Washington. hereinafter referred to as "CITY" and Road Construction Northwest, Inc. hereinafter referred to as "CONTRACTOR." WITNESSETH: 1) The Contractor shall within the time stipulated, (to -wit: within Sixty (60) working days from date. of commencement hereof as required by the Contract, of which this agreement is a component part) perform all the work and services required to be performed, and provide and furnish all of the labor, materials, appliances, machines, tools, equipment, utility and transportation services necessary to peiforin the. Contact, and shall complete the construction and installation wort in a workmanlike manner, in connection with the City's Project identified as CAG-15-118 for improvement by construction and installation of: Work for the Central Renton Sewer Interceptor Reline S Upsize project, per the "Scope of Work" included herein. All the foregoing shall be timely performed, furnished, constructed, installed and completed in strict conformity with the plans and specifications. including any and all addenda issued by the City and all other documents hereinafter enumerated, and in full compliance with all applicable codes. orrtinances and regulations of the City of Renton and any other governmental authority having jurisdiction thereover. It is further agreed and stipulated that all of said labor, materials, appliances, machines, tools, equipment and services shall be furnished and the construction installation performed and completed to the satisfaction and the approval of the City's Public Works Director as bean- in such conformity with the plans, specifications and all requirements of or arising under the�Contract. The Contractor agrees to use recycled materials whenever practicable. 2) The aforesaid Contract. entered into by the acceptance of the Contractor's bid and signing of this agreement, consists of the following documents, all of which are component parts of said ' Contract and as fully a part thereof as if herein set out in full, and if not attached, as if hereto attached. a) This Agreement b) instruction to Bidders c) Bid Proposal ' d) Specifications e) Maps and Plans f) Bid gj Advertisement for Bids ' h) Special Provisions, if any i) Technical Specifications. if any I C 1-2009 3) If the Contractor refuses or fails to prosecute the work or any part thereof, with such diligence as will insure its completion within the time specified in this Contract, or any extension in writing thereof, or fails to complete said work with such time, or if the Contractor shall be ' adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver shall be appointed on account of the Contractor's insolvency, or if he or any of his subcontractors should violate any of the provisions of this Contract, the City may then serve ' written notice upon him and his surety of its intention to terminate the Contract, and unless within ten (10) days after the serving of such notice, such violation or non-compliance of any provision of the Contract shall cease and satisfactory arrangement for the correction thereof be ' made, this Contract, shall, upon the expiration of said ten (10) day period, cease and terminate in every respect. In the event of any such termination, the. City shall immediately serve written notice thereof upon the surety and the Contractor and the surety shall have the right to take over and perform the Contract, provided, however, that if the surety within fifteen (15) days after the ' serving upon it of such notice of termination does not perform the Contract or does not commence performance thereof, the City itself may take over the work under the Contract and prosecute the same to completion by Contract or by any other method it may deem advisable, for the account and at the expense of the Contractor, and his surety shall be liable to the City for any excess cost or other damages occasioned the City thereby. In such event, the City, if it so elects, may, without liability for so doing, take possession of and utilize in completing said ' Contract such materials, machinery, appliances, equipment, plants and other properties belonging to the Contractor as may be on site of the project and useful therein. I 4) The foregoing provisions are in addition to and not in limitation of any other rights or remedies available to the City. ' 5) Contractor agrees and covenants to hold and save the City, its officers, agents, representatives and employees harmless and to promptly indemnify same from and against any and all claims, actions, damages, liability of every type and nature including all costs and legal expenses ' incurred by reason of any work arising under or in connection with the Contract to be performed hereunder, including loss of life, personal injury and/or damage to property arising from or out of any occurrence, omission or activity upon, on or about the premises worked upon or in any ' way relating to this Contract. This hold harmless and indemnification provision shall likewise apply for or on account of any patented or unpatented invention, process, article or appliance manufactured for use in the performance of the Contract, including its use by the City, unless ' otherwise specifically provided for in this Contract. The Contractor agrees to name the City as an additional insured on a noncontributory primary basis. In the event the City shall, without fault on its part, be made a party to any litigation ' commenced by or against Contractor, then Contractor shall proceed and hold the City harmless and he shall pay all costs, expenses and reasonable attorney's fees incurred or paid by the City in connection with such litigation. Furthermore, Contractor agrees to pay all costs, expenses and reasonable attorney's fees that may be incurred or paid by City in the enforcement of any of the covenants, provisions and agreements hereunder. The Contractor also agrees to name King County as an additional insured on a noncontributory primary basis with the same ' considerations as provided the City herin. Frothing herein shall require the Contractor to indemnify the City against and hold harmless the ' City, from claims, demands or suits based solely upon the conduct of the City, its officers or employees and provided further that if claims or suits are caused by or result from the concurrent negligence of (a) the Contractor's agents or employees and (b) the City, its agents, ' officers and employees, and involves those actions covered by RCW 4.24.115, this indemnity provision with respect to claims or suits based upon such concurrent negligence shall be valid 2 y C 1-2009 I and enforceable only to the extent of the Contractor's negligence or the negligence of the Contractor's agents or employees. ' Should a court of competent jurisdiction determine that this agreement is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the contractor and the city, its officers, officials, employees and volunteers, the contractor's liability hereunder ' shall be only to the extent of the contractor's negligence. It is further specifically and expressly understood that the indemnification provided herein constitute the contractor's waiver of ' immunity under the Industrial Insurance Act, Title 51 RCW, solely for the purposes of this indemnification. This waiver has been mutually negotiated by the parties. The provisions of this section shall survive the expiration or termination of this agreement. ' 6) Any notice from one party to the other party under the Contract shall be in writing and shall be dated and signed by the party giving such notice or by its duly authorized representative of such party. Any such notice as heretofore specified shall be given by personal delivery thereof or by ' depositing same in the United States mail, postage prepaid, certified or registered mail. 7) The Contractor shall commence performance of the Contract no later than 10 calendar days after ' Contract final execution, and shall complete the full performance of the Contract not later than Sixty (60) working days from the date of commencement. For each and every working day of delay after the established day of co►npletion, it is hereby stipulated and agreed that the damages ' to the City occasioned by said delay will be the sum of per Section 1-08.9 of Standard Specifications as liquidated damages (and not as a penalty) for each such day, which shall be paid by the Contractor to the City. ' 8) Neither the final certificate of payment not any provision in the Contract nor partial or entire use of any installation provided for by this Contract shall relieve the Contractor of liability in ' respect to any warranties or responsibility for faulty materials or workmanship. The Contractor shall be under the duty to remedy any defects in the work and pay for any damage to other work resulting therefrom which shall appear within the period of one (1) year from the date of final acceptance of the work, unless a longer period is specified. The City will give notice of ' observed defects as heretofore specified with reasonable promptness after discovery thereof, and Contractor shall be obligated to take immediate steps to correct and remedy any such defect, fault or breach at the sole cost and expense of Contractor. ' Defective or Unauthorized Work. The City reserves its right to withhold payment from Contractor for any defective or unauthorized work. Defective or unauthorized work includes, ' without limitation: work and materials that do not conform to the requirements of this Agreement; and extra work and materials furnished without the City's written approval. If Contractor is unable, for any reason, to satisfactorily complete any portion of the work, the City ' may complete the work by contract or otherwise, and Contractor shall be liable to the City for any additional costs incurred by the City. "Additional costs" shall mean all reasonable costs, including legal costs and attorney fees, incurred by the City beyond the maximum Contract price ' specified above. The City further reserves its right to deduct the cost to complete the Contract work, including any Additional Costs, from any and all amounts due or to become due the Contractor. ' The Contractor agrees the above one year limitation shall not exclude or diminish the City's rights under any law to obtain damages and recover costs resulting from defective and unauthorized work discovered after one year but prior to the expiration of the legal time period 3 C 1-2009 ' set forth in RCW 4.16.040 limiting actions upon a contract in writing, or liability expressed or mp ilied arising out oa written a f igm reeent. t Final Payment: Waiver of Claims. THE CONTRACTOR'S ACCEPTANCE OF FINAL PAYMENT (EXCLUDING WITHHELD RETANAGE) SHALL CONSTITUTE A WAIVER OF CONTRACTOR'S CLAIMS, EXCEPT THOSE PREVIOUSLY AND PROPERLY MADE AND IDENTIFIED BY CONTRACTOR AS UNSETTLED AT THE TIME FINAL PAYMENT IS MADE AND ACCEPTED. 9) The Contractor and each subcontractor, if any, shall submit to the City such schedules of ' quantities and costs, progress schedules, payrolls, reports, estimates, records and miscellaneous data pertaining to the Contract as may be requested by the City from time to time. ' 10) The Contractor shall furnish a surety bond or bonds as security for the faithful performance of the Contract, including the payment of all persons and firms performing labor on the construction project under this Contract or furnishing materials in connection with this Contract; said bond to be in the full amount of the Contract price as specified in Paragraph 12. The surety or sureties on such bond or bonds must be duly licensed as a surety in the State of Washington. ' 1 1) The Contractor shall verify, when submitting first payment invoice and annually thereafter, possession of a current City of Renton business license while conducting work for the City. The Contractor shall require, and provide verification upon request, that all subcontractors ' participating in a City project possess a current City of Renton business license. The Contractor shall provide, and obtain City approval of, a traffic control plan prior to conducting work in City right-of-way. 12) The total amount of this contract is the sum of $ 393,970.05 nwnnrrz Three Hundred Ninetv Three Thousand Nine Hundred Seventv and 051100 ' including Washington State Sales Tax` Payments will be made to Contractor as specified in the "Special Provisions" of this Contract. 13) INDEPENDENT CONTRACTOR. The parties intend that an Independent Contractor - Employer Relationship will be created by this Agreement and that the Contractor has the ability to control and direct the performance and details of its work, the City being interested only in 1 the results obtained under this Agreement. 14) LIMITATION OF ACTIONS. CONTRACTOR MUST, IN ANY EVENT, FILE ANY ' LAWSUIT ARISING FROM OR CONNECTED WITH THIS AGREEMENT WITHIN 120 CALENDAR DAYS FROM THE DATE THE CONTRACT WORK IS COMPLETE OR CONTRACTOR'S ABILITY T,O FILE THAT CLAIM OR SUIT SHALL BE FOREVER ' BARRED. THIS SECTION FURTHER LIMITS ANY APPLICABLE STATUTORY LIMITATIONS PERIOD. ' 15) Non -Waiver of Breach. The failure of the City to insist upon strict performance of any of the covenants and agreements contained in this Agreement, or to exercise any option conferred by this Agreement in one or more instances shall not be construed to be a waiver or relinquishment of those covenants, agreements or options, and the same shall be and remain in full force and effect. ' 16) Written Notice. All communications regarding this Agreement shall be sent to the parties at the addresses listed on the signature page of the Agreement, unless notified to the contrary. Any 4 C 1-2009 11 written notice hereunder shall become effective three (3) business days after- the date of mailinc, by registered or certified mail, and shall be deemed sufficiently given if sent to the addressee at the address stated in this Agreement or such other address as may be hereafter specified in writing. 17) Assignment. Any assignment of this Agreement by either party without the written consent of the non -assigning pa►ty shall be void. if the non -assigning party gives its consent to any assignment, the terms of this Agreement shall continue in full force and effect and no further assignment shall be made without additional written consent. IS) Modification. No waiver. alteration, or modification of any of the provisions of this Agreement shall be. binding unless in Wi-li ing and signed by a duly authorized representative of the city and Contractor. 19) Compliance with Laws. The Contractor agrees to comply with all federal, state. and municipal ' laws. rules, and regulations that are now effectiveor in the future become applicable to Contractor's business, equipment, and personnel engaged in operations covered by this Agreement or accruing out of the performance of those operations. 20) Counterparts. This Agreement may be executed in any number of counterparts, each of which shall constitute an original, and all of which will together constitute, this one Agreement. 1 iN WITNESS WHEREOF, the City has caused these presents to be signed by its Mayor and attested by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above - written. CITY OF RENTON Mayor ATTEST d/b/a Road Construction Northwest, Inc. dba R C N W Firm Name J-'. ,- ❑ Individual ❑ Partnership ® Corporation incorporated in Washington ❑ Limited Liability Company formed in City Clerk C 1-2009 Attention: If business is a CORPORATION, name of the corporation should be listed in full and both President ' and Secretary must sign the contract, OR if one signature is permitted by corporation by-laws, a copy of the by-laws shall be furnished to the City and made a part of the contract document. ' If business is a PARTNERSHIP, full name of each partner should be listed followed by d/b/a (doing business as) and firm or trade name; any one partner may sign the contract. If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should appear followed by d/b/a and name of the company. If business is a LIMITED LIABILITY COMPANY (LLC), name of the company should be listed in full and the contract signed by a Manager or Member who has management authority for the LLC. Please furnish, to the City, a copy of the Certificate of Formation, a copy of the LLC agreement addressing management authority, and a copy of the latest annual report filed with the Secretary of State for the LLC. 6 C 1-2009 PREVAILING MINIMUM HOURLY WAGE RATES 1 1� State of Washington Department of Labor & Industries ' Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 9.8504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to ' not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 5/14/2015 County Trade ...... Job Classification Wage ...._.. . Holida _... Overtime Note. King Asbestos Abatement Workers Journey Level $42.671 5D 1 H King Boilermakers Journey Level $64.291 5N 1C King Brick Mason Brick And Block Finisher $44.46 5A 1M King Brick Mason Journey Level $51.32 5A 1M :King Brick Mason Pointer-Cautker-Cleaner $51.32 5A 1M King Building Service Employees Janitor $21.291 5S 2F King Building Service Employees Traveling Waxer/Shampooer $21.70 5S 2F King Building Service Employees Window Cleaner (Nan-Scaffotd) $24.94 5S 2F King Building Service Employees Window Cleaner (Scaffold) $25.80 5S 2F King Cabinet Makers tln Shop) Journey Level $22.74 1 King Carpenters Acoustical Worker $52.32 5D 4C King Carpenters Bridge, Dock And Wharf Carpenters $52.32 5D 4C King Carpenters Carpenter $52.32 5D 4C King Carpenters Carpenters on Stationary Tools $52.45 5D 4C 'King Carpenters Creosoted Material $52.42 5D 4C King Carpenters Floor Finisher $52.32 5D 4C King Carpenters Floor Layer $52.32 5D 4C King Carpenters Scaffold Erector $52.32 5D 4C King Cement Masons Journey Level $52.38 7A 1M King Divers Et Tenders Diver $105.37 5D 4C 8A King Divers Et Tenders Diver On Standby $59.50 5D 4C King Divers Et Tenders Diver Tender $54.82 5D 4C ;King Divers 8 Tenders Surface Rcv Et Rov Operator $54.82 5D 4C 'King Divers ft Tenders Surface Rcv Et Rov Operator Tender $51.07 5A 4C King Dredge Workers Assistant Engineer . $54.75 5D 3F `King JDredpe Workers Assistant Mate (Deckhand) $54.33 5D 3F https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 05/14/2015 King Dredee Workers Boatmen $54.751 5D 3F King Dredge Workers Engineer Welder $55.79 5D 3F King Dredge Workers Leverman, Hydraulic $56.92 5D 3F King Dredee Workers Mates $54.75 5D 3F `King Dredge Workers Oiler $54.33 5D 3F =King Drywall Applicator Journey Level $52.32 5D 1H King Drywall Tapers Journey Level $52.37 5P 1 E King Electrical Fixture Maintenance Journey Level $26.59 5L 1 E Workers King Electricians - Inside Cable Splicer $66.76 7C 4E King Electricians - Inside Cable Splicer (tunnel) $71.67 7C 4E King Electricians - Inside Certified Welder $64.54 7C 4E King Electricians - Inside Certified Weider (tunnel) $69.22 7C 4E King Electricians - Inside Construction Stock Person $37.19 7C 4E King Electricians - Inside Journey Level $62.30 7C 4E "King Electricians - Inside Journey Level (tunnel) $66.76 7C 4E King Electricians - Motor Shop Craftsman $15.37 1 King Electricians - Motor Shop Journey Level $14.69 1 King Electricians - Powerline Construction Cable Splicer $69.95 5A 4D King Electricians - Powerline Construction Certified Line Welder $63.97 5A 4D King Electricians - Powerline Construction Groundperson $43.62 5A 44D King Electricians - Powerline Construction Heavy Line Equipment Operator $63.97 5A 4D King Electricians - Powerline Construction Journey Level Lineperson $63.97 5A 44D King Electricians - Powertine Construction Line Equipment Operator $53.81 5A 4D King Electricians - Powerline Construction Pole Sprayer $63.97 5A 4D King Electricians - Powerline Construction Powderperson $47.55 5A 4D King Electronic Technicians Journey Level $31.00 1 King Elevator Constructors Mechanic $82.67 7D 4A King Elevator Constructors Mechanic In Charge $89.40 7D 4A King Fabricated Precast Concrete All Classifications - In -Factory Work Only $15.90 5B 111 Products King Fence Erectors Fence Erector $15.18 1 King FIaQQers Journey Level $36.17 7A 31 King Glaziers Journey Level $54.91 7L 1y King Heat Et Frost Insulators And Journeyman $61.18 5J 15 Asbestos Workers King Heatine Equipment Mechanics Journey Level $70.37 7F 1 E King Hod Carriers Et Mason Tenders Journey Level $44.00 7A 31 King Industrial Power Vacuum Journey Level $9.47 1 https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 05/14/2015 1 iarcj vi it L Cleaner King Inland Boatmen Boat Operator $54.57 5B 1 K King Inland Boatmen Cook $50.95 5B 1K iKing Inland Boatmen Deckhand $51.19 5B 1K King Inland Boatmen Deckhand Engineer $52.181 5B 1K King Inland Boatmen Launch Operator $53.40 5B 1K !King Inland Boatmen Mate $53.40 5B 1K King Inspection/Cleaning,/Seating Of Cleaner Operator, Foamer Operator $31.49 1 Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Grout Truck Operator $11.48 1 Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing, Of Head Operator $24.91 1 Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Technician $19.33 1 Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Seating 0f Tv Truck Operator $20.45 1 Sewer Et Water Systems By Remote Control King Insulation Applicators Journey Level $52.32 5D 4C King Ironworkers Journeyman $61.62 7N 10 King Laborers Air, Gas Or Electric Vibrating Screed $42.67 7A. 31 King Laborers Airtrac Drill Operator $44.00 7A 31 King Laborers Ballast Regular Machine $42.67 7A 31 King Laborers Batch Weighman $36.17 7A 31 King Laborers Brick Pavers $42.67 7A 3f King Laborers Brush Cutter $42.67 7A 31 King Laborers Brush Hog Feeder $42.67 7A 31 King Laborers Burner $42.67 7A 31 King Laborers Caisson Worker $44.00 7A 31 King Laborers Carpenter Tender $42.67 7A 31 King Laborers Caulker $42.67 7A 31 i King Laborers Cement Dumper -paving $43.46 7A 31 King Laborers Cement Finisher Tender $42.67 7A 31 King Laborers Change House Or Dry Shack $42.67 7A 31 'King Laborers Chipping Gun (under 30 Lbs.) $42.67 7A 31 King Laborers Chipping Gun(30 Lbs. And Over) $43.46 7A 31 King Laborers Choker Setter $42.67 7A 31 ' King Laborers Chuck Tender $42.67 7A 31 King Laborers Clary Power Spreader $43.46 7A 31 King Laborers Clean-up Laborer $42.67 7A 31 King Laborers Concrete Dumper/chute $43.46 7A 31 Ihttps:Hfortress.wa.govAni/wagelookup/prvWagelookup.aspx 05/14/2015 1ar,%.:-rvi I Operator King Laborers Concrete Form Stripper $42.67 7A 31 King Laborers Concrete Placement Crew $43.46 7A 31 King Laborers Concrete Saw Operator/core Driller. $43.46 7A 31 King Laborers Crusher Feeder $36.17 7A 31 King Laborers Curing Laborer $42.67 7A 31 King Laborers Demolition: Wrecking $ Moving (inct. Charred Material) $42.67 7A 31 King Laborers Ditch Digger $42.67 7A 31 King Laborers Diver $44.00 7A 31 King Laborers Drill Operator (hydraulic, diamond) $43.46 7A 31 King Laborers Dry Stack Walls $42.67 7A 31 King Laborers Dump Person $42.67 7A 31 King Laborers Epoxy Technician $42.67 7A 31 King Laborers Erosion Control Worker $42.67 7A 31 King Laborers Faller tr Bucker Chain Saw $43.46 7A 31 King Laborers Fine Graders $42.67 7A 31 King Laborers Firewatch $36.17 7A 31 King Laborers Form Setter $42.67 7A 31 King Laborers Gabian Basket Builders $42.67 7A 31 King Laborers General Laborer $42.67 7A 31 'King. Laborers Grade Checker Et Transit Person $44.00 7A 31 .King Laborers Grinders $42.67 7A 31 King Laborers Grout Machine Tender $42.67 7A 31 King Laborers Groutmen (pressure)including Post Tension Beams $43.46 7A 31 King Laborers Guardrail Erector $42.67 7A 31 King Laborers Hazardous Waste Worker (level A) $44.00 7A 31 King Laborers Hazardous Waste Worker (level B) $43.46 7A 31 King Laborers Hazardous Waste Worker (level C) $42.67 7A 31 King Laborers High Scaler $44.00 7A 31 King Laborers Jackhammer $43.46 7A 31 King Laborers Laserbeam Operator $43.46 7A 31 King Laborers Maintenance Person $42.67 7A 31 King Laborers Manhole Builder-mudman $43.46 7A 31 King Laborers Material Yard Person $42.67 7A 31 King Laborers Motorman -dinky Locomotive $43.46 7A 31 King Laborers Nozzleman (concrete Pump, Green Cutter When Using Combination Of High Pressure Air Et Water On Concrete Et $43.46 7A 31 d https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 05/14/2015 1 iagcjw it 1 1 Rock, Sandblast, Gunite, Shotcrete, Water Bla King Laborers Pavement Breaker $43.46 7A 31 King Laborers Pilot Car $36.17 7A 31 King Laborers Pipe Layer Lead $44.00 7A 31 King Laborers Pipe Layer/tailor $43.46 7A 31 King Laborers Pipe Pot Tender $43.46 7A 31 King Laborers Pipe Reliner $43.46 7A 31 King Laborers Pipe Wrapper $43.46 7A 31 King La orers Pot Tender $42.67 7A 31 King Laborers Powderman $44.00 7A 31 King Laborers Powderman's Helper $42.67 7A 31 King Laborers Power Jacks $43.46 7A 31 King Laborers Railroad Spike Puller - Power $43.46 7A 31 King Laborers Raker - Asphalt $44.00 7A 31 King Laborers Re-timberman $44.00 7A 31 King Laborers Remote Equipment Operator $43.46 7A 31 King Laborers Rigger/signal Person $43.46 7A 31 King Laborers Rip Rap Person $42.67 7A 31 King Laborers Rivet Buster $43.46 7A 31 King Laborers Rodder $43.46 7A 31 King Laborers Scaffold Erector $42.67 7A 31 .King Laborers Scale Person $42.67 7A 31 King Laborers Sloper (over 20") $43.46 7A 31 King Laborers Sloper Sprayer $42.67 7A 31 :.King Laborers Spreader (concrete) $43.46 7A 31 King Laborers Stake Hopper $42.67 7A 31 King Laborers Stock Piler $42.67 7A 31 King Laborers Tamper li Similar Electric, Air &. Gas Operated Tools $43.46 7A 31 King Laborers Tamper (multiple ✓Y Self- propelled) $43.46 7A 31 (:King Laborers Timber Person - Sewer (lagger, Shorer Et Cribber) $43.46 7A 31 King Laborers Toolroom Person (at Jobsite) $42.67 7A 31 King Laborers Topper $42.67 7A 31 King Laborers Track Laborer $42.671 7A 31 .King Laborers Track Liner (power) $43.46 7A 31 King Laborers Traffic Control Laborer $38.68 7A 31 8R King Laborers Traffic Control Supervisor $38.68 7A 31 8R King Laborers Truck Spotter $42.67 7A 31 King Laborers Tugger Operator $43.46 7A 31 King Laborers Tunnel Work -Compressed Air Worker 0-30 psi $64.99 7A 31 ?� King Laborers Tunnel Work -Compressed Air $70.02 7A 1 31 8C https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 05/14/2015 ► arc_ vvi ii Worker 30.01-44.00 psi King Laborers Tunnel Work -Compressed Air Worker 44.01-54.00 psi $73.70 7A 31 King Laborers Tunnel Work -Compressed Air Worker 54.01-60.00 psi $79.40 7A 31 8D =King Laborers Tunnel Work -Compressed Air Worker 60.01-64.00 psi $81.52 7A . 31 King Laborers Tunnel Work -Compressed Air Worker 64.01-68.00 psi $86.62 7A 31 84 King Laborers Tunnel Work -Compressed Air Worker 68.01-70.00 psi $88.52 7A 31 SD King Laborers Tunnel Work -Compressed Air Worker 70.01-72.00 psi $90.52 7A 31 8D King Laborers Tunnel Work -Compressed Air Worker 72.01-74.00 psi $92.52 7A 31 King Laborers Tunnel Work-Guage and Lock Tender $44.10 7A 31 80 King Laborers Tunnel Work -Miner $44.10 7A 31 King Laborers Vibrator $43.46 7A 31 King Laborers Vinyl Seamer $42.67 7A 31 King Laborers Watchman $32.871 7A 31 King Laborers Welder $43.46 7A 31 King Laborers Welt Point Laborer $43.46 7A 31 King Laborers Window Washer/cleaner $32.87 7A 31 King Laborers - Underground Sewer General Laborer 8 Topman $42.67 7A 31 Et Water King Laborers - Underground Sewer Pipe Layer $43.46 7A 31 Et Water King Landscape Construction Irrigation Or Lawn Sprinkler Installers $13.56 1 King Landscape Construction Landscape Equipment Operators Or Truck Drivers $28.17 1 King Landscape Construction Landscaping or Planting Laborers $17.87 1 :King Lathers Journey Level $52.32 5D 1H ;King Marble Setters Journey Level $51.32 5A 1M King Metal Fabrication (In Shop) Fitter $15.86 1 `King Metal Fabrication (In Shop) Laborer $9.78 1 King Metal Fabrication (In Shop) Machine Operator $13.04 1 King Metal Fabrication (In Shop) Painter $11.10 i King Metal Fabrication (In Shops Welder $15.48 1 "King Millwright Journey Level $53.42 5D 4C :King Modular Buildings Cabinet Assembly $11.56 1 King Modular Buildings Electrician $11.56 1 King Modular Buildings Equipment Maintenance $11.56 1 King Modular Buildings Plumber $11.56 1 King Modular Buildings Production Worker $9.47 1 n 1 1 1 11 n https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 05/14/2015 1 ragc / vi t i 1 1 1 1 I I King Modular Buildings Toot Maintenance $11.56 1 King Modular Buildings Utility Person $11.56 1 .King Modular Buildings Welder $11.56 1 'King Painters Journey Level $37.80 6Z 2B 'King Pile Driver Journey Level $52.57 5D 4C King Plasterers Journey Level $50.42 7Q i R King Ptaveround Et Park Equipment Journey Level $9.47 1 Installers King Plumbers Et Pipefitters Journey Level $74.69 6Z 1G King Power Equipment Operators Asphalt Plant Operators $55.24 7A 3C 8P King Power Equipment Operators Assistant Engineer $51.97 7A 3C 8P King Power Equipment Operators Barrier Machine (zipper) $54.75 7A 3C 8P King Power Equipment Operators Batch Plant Operator, Concrete $54.75 7A 3C 8P King Power Equipment Operators Bobcat $51.97 7A 3C 8P .King Power Equipment Operators Brokk - Remote Demolition Equipment $51.97 7A 3C 8P King Power Equipment Operators Brooms $51.97 7A 3C 8P ;King Power Equipment Operators Bump Cutter $54.75 7A 3C 8P King Power Equipment Operators Cableways $55.24 7A 3C 8P "King Power Equipment Operators Chipper $54.75 7A 3C 8P King Power Equipment Operators Compressor $51.97 7A 3C 8P King Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Over 42 M $55.24 7A 3C 8P King Power Equipment Operators Concrete Finish Machine -laser Screed $51.97 7A 3C 8P King Power Equipment Operators Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure. $54.33 7A 3C 8P King Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Up To 42m $54.75 7A 3C 8P King Power Equipment Operators Conveyors $54.33 7A 3C 8P King Power Equipment Operators Cranes: 20 Tons Through 44 Tons With Attachments $54.75 7A 3C 8P King Power Equipment Operators Cranes: 100 Tons Through 199 Tons, Or 150' Of Boom (including Jib With Attachments) $55.79 7A 3C 8P King Power Equipment Operators Cranes: 200 Tons To 300 Tons, Or 250' Of Boom (including Jib With Attachments) $56.36 7A 3C 8P King Power Equipment Operators Cranes: 45 Tons Through 99 Tons, Under 150' Of Boom (including Jib With Attachments) $55.24 7A 3C 8P King Power Equipment Operators Cranes: A -frame - 10 Tons And Under $51.97 7A 3C 8P https.//fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 05/14/2015 1"6ti uvi I King Power Equipment Operators Cranes: Friction 100 Tons Through 199 Tons $56.36 7A 3C 8P King Power Equipment Operators Cranes: Friction Over 200 Tons $56.92 7A 3C 8P King Power Equipment Operators Cranes: Over 300 Tons Or 300' Of Boom (including Jib With Attachments) $56.92 7A 3C 8P :King Power Equipment Operators Cranes: Through 19 Tons With Attachments A -frame Over 10 Tons $54.33 7A 3C 8P King Power Equipment Operators Crusher $54.75 7A 3C 8P King Power Equipment Operators Deck Engineer/deck Winches (power) $54.75 7A 3C 8P .King Power Equipment Operators Derricks, On Building Work $55.24 7A 3C 8P King Power Equipment Operators Dozers D 9 8 Under $54.33 7A 3C 8P King Power Equipment Operators Drill Oilers: Auger Type, Truck Or Crane Mount $54.33 7A 3C 8P King Power Equipment Operators Drilling Machine $54.75 7A 3C 8P ;King Power Equipment Operators Elevator And Man -lift: Permanent And Shaft Type $51.97 7A 3C 8P .King Power Equipment Operators Finishing Machine, Bidwell And Gamaco Et Similar Equipment $54.75 7A 3C 8P King Power Equipment Operators Forklift: 3000 Lbs And Over With Attachments $54.33 7A 3C 8P King Power Equipment Operators Forklifts: Under 3000 Lbs. With Attachments $51.97 7A 3C 8P King Power Equipment Operators Grade Engineer: Using Blue Prints, Cut Sheets, Etc $54.75 7A 3C 8P King Power Equipment Operators Gradechecker/stakeman $51.97 7A 3C 8P ' King Power Equipment Operators Guardrail Punch $54.75 7A 3C 8P "King Power Equipment Operators Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. Et Over $55.24 7A 3C 8P King Power Equipment Operators Hard Tail End Dump Articulating Off -road Equipment Under 45 Yards $54.75 7A 3C 8P =King Power Equipment Operators Horizontal/directional Drill Locator $54.33 7A 3C 8P King Power Equipment Operators Horizontal/directional Drill Operator $54.75 7A 3C 8P :King Power Equipment Operators Hydralifts/boom Trucks Over 10 Tons $54.33 7A 3C 8P ;.King Power Equipment Operators Hydralifts/boom Trucks, 10 Tons And Under $51.97 7A 3C 8P :King Power Equipment Operators Loader, Overhead 8 Yards. Et Over $55.79 7A 3C 8P `King Power Equipment Operators Loader, Overhead, 6 Yards. But Not Including 8 Yards $55.24 7A 3C 8P King Power Equipment Operators Loaders, Overhead Under 6 Yards $54.75 7A 3C 8P 1 1 1 I https://fortress.wa.gov/lni/wagelook-up/prvWagelookup.aspx 05/14/2015 1 ia6v, Zvi ii �1 L, King Power Equipment Operators Loaders, Plant Feed $54.751 7A 3C 8P King Power Equipment Operators Loaders: Elevating Type Belt $54.33 7A 3C 8P King Power Equipment Operators Locomotives, All $54.75 7A 3C 8P King Power Equipment Operators Material Transfer Device $54.75 7A 3C 8P I King Power Equipment Operators Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) $55.79 7A 3C 8P King Power Equipment Operators Motor Patrol Grader - Non- finishing $54.33 7A 3C 8P King Power Equipment Operators Motor Patrol Graders, Finishing $55.24 7A 3C 8P King Power Equipment Operators Mucking Machine, Mole, Tunnel Drilt, Boring, Road Header And/or Shield $55.24 7A 3C 8P King Power Equipment Operators Oil Distributors, Blower Distribution iY Mulch Seeding Operator $51.97 7A 3C 8P King Power Equipment Operators Outside Hoists (elevators And Manlifts), Air Tuggers,strato $54.33 7A 3C 8P King Power Equipment Operators Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $54.75 7A 3C 8P `King Power Equipment Operators Overhead, Bridge Type: 100 Tons And Over $55.79 7A 3C 88P King Power Equipment Operators Overhead, Bridge Type: 45 Tons Through 99 Tons $55.24 7A 3C 8P King Power Equipment Operators Pavement Breaker $51.97 7A 3C 8P l,King Power Equipment Operators Pile Driver (other Than Crane Mount) $54.75 7A 3C 8P King Power Equipment Operators Plant Oiler - Asphalt, Crusher $54.33 7A 3C 8P King Power Equipment Operators Posthole Digger, Mechanical $51.97 7A 3C 8P King Power Equipment Operators Power Plant $51.97 7A 3C 8P ;King Power Equipment Operators Pumps - Water $51.97 7A 3C 8P ;King Power Equipment Operators Quad 9, Hd 41, D10 And Over $55.24 7A 3C 8P King Power Equipment Operators Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $51.97 7A 3C 88P King Power Equipment Operators Remote Control Operator On Rubber Tired Earth Moving Equipment $55.24 7A 3C 8P King Power Equipment Operators Rigger And Bellman $51.97 7A 3C 8P King Power Equipment Operators Rollagon $55.24 7A 3C 8P King Power Equipment Operators Roller, Other Than Plant Mix $51.97 7A 3C 8P King Power Equipment Operators Roller, Plant Mix Or Multi -lift Materials $54.33 7A 3C 8P King Power Equipment Operators Roto-mill, Roto-grinder $54.75 7A 3C 8P King Power Equipment Operators Saws - Concrete $54.331 7A 3C 8P King Power Equipment Operators Scraper, Self Propelled Under 45 Yards $54.75 7A 3C 8P King Power Equipment Operators Scrapers - Concrete ft Carry Alt $54.33 7A 3C 8P King Power Equipment Operators Scrapers, Self-propelled: 45 $55.24 7A 3C 8P https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 05/14/2015 ! 4r'%. 1 V Vl 1 / Yards And Over King Power Equipment Operators Service Engineers - Equipment $54.33 7A 3C 8P King Power Equipment Operators Shotcrete/gunite Equipment $51.97 7A 3C 8P `King Power Equipment Operators Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. $54.33 7A 3C 8P King Power Equipment Operators Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $55.24 7A 3C 8P King Power Equipment Operators Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $54.75 7A 3C 8P King Power Equipment Operators Shovel, Excavator, Backhoes: Over.50 Metric Tons To 90 Metric Tons $55.79 7A 3C 8P King _Power Equipment Operators Shovel, Excavator, Backhoes: Over 90 Metric Tons $56.36 7A 3C 8P King Power Equipment Operators Slipform Pavers $55.24 7A 3C 8P King Power Equipment Operators Spreader, Topsider I3 Screedman $55.24 7A 3C 8P King Power Equipment Operators Subgrader Trimmer $54.75 7A 3C 813 King Power Equipment Operators Tower Bucket Elevators $54.33 7A 3C 8P King Power Equipment Operators Tower Crane Over 175'in Height, Base To Boom $56.36 7A 3C 8P King Power Equipment Operators Tower Crane Up To 175' In Height Base To Boom $55.79 7A 3C 8P King Power Equipment Operators Transporters, All Track Or Truck Type $55.24 7A 3C 8P King Power Equipment Operators Trenching Machines $54.33 7A 3C 8P '. King Power Equipment Operators Truck Crane Oiler/driver - 100 Tons And Over $54.75 7A 3C 8P King Power Equipment Operators Truck Crane Oiler/driver Under 100 Tons $54.33 7A 3C 8P King Power Equipment Operators Truck Mount Portable Conveyor $54.75 7A 3C 8P King Power Equipment Operators Welder $55.24 7A 3C 8P King Power Equipment Operators Wheel Tractors, Farman Type $51.97 7A 3C 8P `King Power Equipment Operators Yo Yo Pay Dozer $54.75 7A 3C 8P King Power Equipment Operators- Asphalt Plant Operators $55.24 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Assistant Engineer $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Barrier Machine (zipper) $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators Batch Plant Operator, Concrete $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Bobcat $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Brokk - Remote Demolition Equipment $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Brooms $51.97 7A 3C 8P Underground Sewer Et Water https:Hfortress.vva.gov/lni/wagelookup/prvWagelookup.aspx 05/14/2015 1 1 "5- 1 1 V l 1 King Power Equipment Operators- Bump Cutter $54.75 7A 3C 8P Underground Sewer Et Water ;King Power Equipment Operators- Cableways $55.24 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Chipper $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Compressor $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Concrete Pump: Truck Mount With Boom Attachment Over 42 M $55.24 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Concrete Finish Machine -laser Screed $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Concrete Pump - Mounted Or Trailer Nigh Pressure Line Pump, Pump Nigh Pressure. $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Concrete Pump: Truck Mount With Boom Attachment Up To 42m $54.75 7A 3C 8P Underground Sewer Et Water 'King Power Equipment Operators- Conveyors $54.33 7A 3C 8P Underground Sewer Et Water 'King Power Equipment Operators- Cranes: 20 Tons Through 44 Tons With Attachments $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes: 100 Tons Through 199 Tons, Or 150' Of Boom (including Jib With Attachments) $55.79 7A 3C 8P Underground Sewer Et Water <King Power Equipment Operators- Cranes: 200 Tons To 300 Tons, Or 250' Of Boom (including Jib With Attachments) $56.36 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes: 45 Tons Through 99 Tons, Under 150' Of Boom (including Jib With Attachments) $55.24 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes: A -frame - 10 Tons And Under $51.97 7A 3C 8P Underground Sewer Et Water King ;Power Equipment Operators- Cranes: Friction 100 Tons Through 199 Tons $56.36 7A 3C 8P Underground Sewer Et Water ;King Power Equipment Operators- Cranes: Friction Over 200 Tons $56.92 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes: Over 300 Tons Or 300' Of Boom (including Jib With Attachments) $56.92 7A 3C _ 8P Underground Sewer Et Water King Power Equipment Operators- Cranes: Through 19 Tons With Attachments A -frame Over 10 Tons $54.33 7A 3C 8P Underground Sewer Et Water :King Power Equipment Operators- Crusher $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Deck Engineer/deck Winches (power) $54.75 7A 3C 8P Underground Sewer Et Water 'King Power Equipment Operators- Derricks, On Building Work $55.24 7A 3C 8P https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 05/ 14/2015 Underground Sewer Et Water King Power Equipment Operators- Dozers D-9 Et Under $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Drill Oilers: Auger Type, Truck Or Crane Mount $54.33 7A 3C 8P Underground Sewer Et Water 'King Power Equipment Operators- Drilling Machine $54.75 7A 3C 8P Underground Sewer Et Water ,King Power Equipment Operators- Elevator And Man -lift: Permanent And Shaft Type $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Finishing Machine, Bidwell And Gamaco Et Similar Equipment $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Forklift: 3000 Lbs And Over With Attachments $54.33 7A 3C 8P Underground Sewer Et Water `King Power Equipment Operators- Forklifts: Under 3000 Lbs. With Attachments $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Grade Engineer: Using Blue Prints, Cut Sheets, Etc $54.75 7A 3C 8P Underground Sewer Et Water _King Power Equipment Operators- Gradechecker/stakeman $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Guardrail Punch $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. £t Over $55.24 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Hard Tail End Dump Articulating Off -road Equipment Under 45 Yards $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Horizontal/directional Drill Locator $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Horizontal/directional Drill Operator $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Hydralifts/boom Trucks Over 10 Tons $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Hydratifts/boom Trucks, 10 Tons And Under $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Loader, Overhead 8 Yards. Et Over $55.79 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Loader, Overhead, 6 Yards. But Not Including 8 Yards $55.24 7A 3C 8P Underground Sewer. Et Water King Power Equipment Operators- Loaders, Overhead Under 6 Yards $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Loaders, Plant Feed $54.75 7A 3C 8P Underground Sewer Et Water ;King Power Equipment Operators- Loaders: Elevating Type Belt $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Locomotives, All $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Material Transfer Device $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Mechanics, All (leadmen - $55.79 7A 3C 8P https:Hfortress.wa.gov/1ni/wagelookup/prvWagelookup.aspx 05/14/2015 1 . ubv .. v. . , F1 I Underground Sewer it Water $0.50 Per Hour Over Mechanic) ;King Power Equipment Operators- Motor Patrol Grader - Non- finishing $54.33 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Motor Patrol Graders, Finishing $55.24 7A 3C 8P Underground Sewer it Water King Power Equipment Operators- Mucking Machine, Mole, Tunnel Dritt, Boring, Road Header And/or Shield $55.24 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Oil Distributors, Blower Distribution & Mulch Seeding Operator $51.97 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Outside Hoists (elevators And Mantifts), Air Tuggers, strato $54.33 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $54.75 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Overhead, Bridge Type: 100 Tons And Over $55.79 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Overhead, Bridge Type: 45 Tons Through 99 Tons $55.24 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Pavement Breaker $51.97 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Pile Driver (other Than Crane Mount) $54.75 7A 3C 8P Underground Sewer E Water King Power Equipment Operators- Plant Oiler - Asphalt, Crusher $54.33 7A 3C 8P Underground Sewer & Water . King Power Equipment Operators- Posthole Digger, Mechanical $51.97 7A 3C 8P Underground Sewer & Water . King Power Equipment Operators- Power Plant $51.97 7A 3C 8F Underground Sewer & Water King Power Equipment Operators Pumps Water $51.97 7A 3C 8P Underground Sewer it Water '.King Power Equipment Operators- Quad 9, Hd 41, D10 And Over $55.24 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Remote Control Operator On Rubber Tired Earth Moving Equipment $55.24 7A 3C 8P Underground Sewer & Water `King Power Equipment Operators- Rigger And BeUman $51.97 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Rollagon $55.24 7A 3C 8P Underground Sewer E Water King Power Equipment Operators- Roller, Other Than Plant Mix $51.97 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Roller, Plant Mix Or Multi -lift Materials $54.33 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Roto-mill, Roto-grinder $54.75 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Saws Concrete $54.33 7A 3C 8P https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 05/14/2015 a-5- -- . i Underground Sewer 8 Water ;King Power Equipment Operators- Scraper, Self Propelled Under 45 Yards $54.75 7A 3C 8P Underground Sewer I* Water "King Power Equipment Operators- Scrapers - Concrete Et Carry All $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Scrapers, Self-propelled: 45 Yards And Over $55.24 7A 3C 8P Underground Sewer Et Water .King Power Equipment Operators- Service Engineers - Equipment $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shotcrete/gunite Equipment $51.97 7A 3C 8P Underground Sewer 8 Water King Power Equipment Operators- Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. $54.33 7A 3C 8P ,Underground Sewer Et Water King Power Equipment Operators- �Under-ground Sewer Et Water Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $55.24 7A 3C 8P ' King Power Equipment Operators- Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $55.79 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shovel, Excavator, Backhoes: Over 90 Metric Tons $56.36 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Slipform Pavers $55.24 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Spreader, Topsider 8t Screedman $55.24 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Subgrader Trimmer $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Tower Bucket Elevators $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Tower Crane Over 175'in Height, Base To Boom $56.36 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Tower Crane Up To 175' In Height Base To Boom $55.79 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Transporters, All Track Or Truck Type $55.24 7A 3C 8P Underground Sewer £t Water King Power Equipment Operators- Trenching Machines $54.33 i 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Truck Crane Oiler/driver - 100 Tons And Over $541 *75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Truck Crane Oiler/driver Under 100 Tons $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Truck Mount Portable Conveyor $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Welder $55.24 . 7A 3C 8P Underground Sewer Et Water .King Power Equipment Operators- Wheel Tractors, Farman Type $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Yo Yo Pay Dozer $54.75 7A 3C 8P https:Hfortress.wa.gov/lni/wagelookup/pn,Wagelookup.aspx 05/14/2015 a a.abv a ✓ va a i Underground Sewer lx Water King Power Line Clearance Tree Journey Level In Charge $45.75 5A 4A Trimmers King Power Line Clearance Tree Trimmers Spray Person $43.38 5A 4A King Power Line Clearance Tree Trimmers Tree Equipment Operator $45.75 5A 4A King Power Line Clearance Tree Trimmers Tree Trimmer $40.84 5A 4A King Power Line Clearance Tree Tree Trimmer Groundperson $30.74 5A 4A Trimmers King Refrigeration Et Air Conditioning Mechanics Journey Level $73.51 6Z 1G King Residential Brick Mason Journey Level $51.32 5A 1M King Residential Carpenters Journey Level $28.20 1 King Residential Cement Masons Journey Level $22.64 1 King Residential Drywall Applicators Journey Level $40.14 5D 4C King Residential Drywall Tapers Journey Level $52.37 5P 1 E King Residential Electricians Journey Level $30.44 1 King Residential Glaziers Journey Level $37.30 7L 1H King Residential Insulation Applicators Journey Level $26.28 1 King Residential Laborers Journey Level $23.03 1 King Residential Marble Setters Journey Level $24.09 1 King Residential Painters Journey Level $24.46 1 [King Residential Plumbers lY Pipefitters Journey Level $34.69 1 King Residential Refrigeration Et Air Journey Level $73.51 6Z 1G Conditioning Mechanics King Residential Sheet Metal Workers Journey Level (Field or Shop) $42.58 7F 111 King Residential Soft Floor Layers Journey Level $42.41 5A 3D King Residential Sprinkler Fitters Journey Level .. $42.48 5C 2R (Fire Protection) King Residential Stone Masons Journey Level $51.32 5A 1M King Residential Terrazzo Workers Journey Level $46.96 5A 1M King Residential Terrazzo/Tile Journey Level $21.46 1 Finishers King Residential Tile Setters Journey Level $25.17 1 King Roofers Journey Level $45.71 5A 3H King Roofers Using Irritable Bituminous Materials $48.71 5A 3H King Sheet Metal Workers Journey Level (Field or Shop) $70.37 7F 1E King Shipbuilding Ft Ship Repair Boilermaker $39.82 7M 1H King Shipbuilding & Ship Repair Carpenter $39.24 TT 2B King Shipbuilding £t Ship Repair Electrician $40.16 7T 46 King Shipbuilding Ft Ship Repair Heat Et Frost Insulator $61.181 5J 1S Ihttps://fortress.wa.gov/lni/wagelookup/pnlWagelookup.aspx 05/14/2015 ...b.. . - w. . , King Shipbuilding k5hip Repair Laborer $40.191 7T 4B King Shipbuilding &Ship Repair Machinist $40.18 7T 4B King Shipbuilding at Ship Repair Operator $40.11 7T 46 :.King Shipbuilding & Ship Repair Painter $40.16 7T 413 King Shipbuilding Et Ship Repair Pipefitter $40.11 7T 4B King Shipbuilding it Ship Repair Rigger $40.19 7T 4B 'King Shipbuilding Et Ship Repair Sheet Metal $40.14 7T 4B King Shipbuilding >t Ship Repair Shipfitter $40.19 7T 4B ;King Shipbuilding Et Ship Repair Trucker $40.03 7T 4B King Shipbuilding Et Ship Repair Warehouse $40.08 7T 46 King Shipbuilding Et Ship Repair Welder/Burner $40.19 7T 46 ;King Sign Makers & Installers (Electrical} Sign Installer S22.92 1 King Sign Makers Et Installers JElectricat) Sign Maker $21.36 1 =King Sign Makers Et Installers (Non- Sign Installer $27.28 1 Electrical} King Sign Makers Et Installers (Non- Sign Maker $33.25 1 Electrical) King Soft Floor Lavers Journey Level $42.41 5A 3D King Solar Controls For Windows Journey Level $12.44 1 King Sprinkler Fitters (Fire Protection} Journey Level $69.74 5C 1X King Stage Rigging Mechanics (Non Journey Level $13.23 1 Structural) King Stone Masons Journey Level $51.32 5A 1M King Street And Parking Lot Sweeper Workers Journey Level $19.09 1 ;King Surveyors Assistant Construction Site Surveyor $54.33 7A 3C 8P 'King Surveyors Chainman $53.81 7A 8P :King Surveyors Construction Site Surveyor $55.24 7A 3C 8P 'King Telecommunication Technicians Journey Level $22.76 1 ;King Telephone Line Construction - Cable Splicer $36.96 5A 2B Outside "King Telephone Line Construction - Hole Digger/Ground Person $20.49 5A 2B Outside King Telephone Line Construction - Installer (Repairer) $35.40 5A 2B Outside King Telephone Line Construction - Special Aparatus Installer i $36.96 5A 2B Outside King Telephone Line Construction - Special Apparatus Installer II $36.19 5A 2B Outside King Telephone Line Construction - Telephone Equipment Operator (Heavy) $36.96 5A 2B Outside 'King Telephone Line Construction - Telephone Equipment Operator (Light) $34.34 5A 2B Outside https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 05/14/2015 1 1 "6L 1 / Vl 1 / King Te€ephone Line Construction - Telephone Lineperson $34.34 5A 2B Outside King Telephone Line Construction - Television Groundperson $19.45 5A 2B Outside King Telephone Line Construction - Television Lineperson/Installer $25.89 5A 2B Outside King Telephone Line Construction - Television System Technician $30.97 5A 2B Outside King Telephone Line Construction - Television Technician $27.77 5A 2B Outside King Telephone Line Construction - Tree Trimmer $34.34 5A 2B Outside King Terrazzo Workers Journey Level $46.96 5A 1M King Tile Setters Journey Level $21.65 1 King Tile, Marble Et Terrazzo Finishers Finisher $37.79 5A 1B King Traffic Control Stripers Journey Level $43.11 7A 1 K King Truck Drivers Asphalt Mix Over 16 Yards (W. WA -Joint Council 28) $49.85 5D 3A 8L King Truck Drivers Asphalt Mix To 16 Yards (W. WA -Joint Council 28) $49.01 5D 3A 8L King Truck Drivers Dump Truck Et Trailer $49.85 5D 3A 8L `King Truck Drivers Dump Truck (W. WA -Joint Council 28) $49.01 5D 3A 8L King Truck Drivers Other Trucks (W. WA -Joint Council 28) $49.85 5D 3A 8L King Truck Drivers Transit Mixer $43.23 1 King Well Drillers Et irrigation Pump Irrigation Pump Installer $17.71 1 Installers King Well Drillers Et I ation Pump Oiler $12.97 1 Installers King lWell Drillers Et irrigation Pump Well Driller $18.00 1 Installers 1� Ihttps:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 05/14/2015 ' Department of Labor and Industries Prevailing Wage oQ (360) 902-5335 e,-�,��r.lni.tva.'�ovr"i'rtdcsLicensni >il'rcvLL�Bge, �'",� y'�� y't iezaaO ' • 'I7tis form must be typed orprinted'in ink. • Fill in all blanks or the form will be retitrned for correction (sec instructions). • Please allow a minincum of 10 working days tbrp -ocessi.ng. • Once approved, your form will,be posted online at h tis:i[fitht i rit,yi,;g ui�i5earch For.astt 1 STATEMENT OF INTENT TO PAY PREVAILING WAGES Public Works Contract $40.00 Filing Fee Required Intent ID # (Assigned by t,&I) You r;C:ompan},lufor nmttan; '.. Awanling 4Lencytntormattots Your Company Name Project Name Contract. Number ABC Company; bic, Road Reoan 2011-01H Your Address: Awarding Agency 1234 Main Street WA State. Department of Tran3ptirtation _...__...._ ............._. City State 7ip+4 _ Awarding Agency Address Olympia WA 98501-1234 PO Box 47354 — Your Contructor Registration Number Your UDI Number City State A.BCCI*0723AA 123456789 Olympia WA`� 98501 Your Industrial litsonince Account Number Awarding Agency Contact Name Plione,Niniiber- j I John Doe.' i (555)'355 5555 Your Entail Address (required for uad6catiai ofappm,ml) YuurPhune Nuinber County :Lfiere WoilccWill He Performed City Where Work Will Be Pe- med prevailingwage@lni,wa.gav (555)555-5555 ' Tltumton, '.t� Olympia AtldHionat DetnRs,. _ . _. Contrnrl`D -IM14 Your Expected Job Start Date (nu ddiyyyy) Bid Duc'Di to (Prime. JAward Date (Prime Coutraetor's) 01101J2011 _; O8i01l20t0.�.: a 08110/2010 ' ._�' )ndic.ate T6ta1 Dollar Amount of Your Contract{including Jctb Site AddressT)irectinns sales taX) or time artd rnateri.ds,. if applicable. State Street (%+l Plum Street ARRA�Fuhds - '- = -' �` �- ;;Wrafheri aLonor'EuergyEf6clrntbnniie, ::.; '•_s `.,,< Drniz this project utilize American Recovery and Reinvestment Act {AKRA) fgntfs' Does thu'0i0jeet utilize any weatherization or energy efficiency upgrade funds 0 Yes ®No (1RRA or otherwise)? ❑ Yes ®No PriutrCryitractor'st`,omjiatip:Ltl'orinatioti "� ,' � •:HEringGiiptractor's�OotttpanyiEnforniiitiiiu -' " Prime Cotiicnctur's Company Name I r i nc _Contractors Intent Nunsber Hiring COIilraeKOC S Company Name XYZ Company, inc. 1 ?45G Super, Pavers. inc. Prime ContmA.or's Registration Number Prime ConireeIui''s LIBM64fber :' Fliring Contractor's Contractor Registration Number Hiring Contractor's UBI Number \Y'LIN *0)23AA 987654321 SOP[? RPA 123AA :i2145ti987 Empltiy:rnnntlnl'driiiatiou': ._ .,.. .::a .: ,: Do you intend w use ANY. subcontnrctors?= ', 0 Yes �j.No Will employees perform work on this project? ® Yes 0 No Will AII, work be subcontracted' Do you intend to use apprctnice omployt:es? ®Yes 3 ❑ No Number of OwneiO1emicirs who own at (cast l) ii the companynho will perlbmt work on the project: 0 None (0) -® One'(]) ❑ Two (2) ❑ 'three (3) Crafts/i'radeslOceuplttions "(Do not list apprentices. They air listed on the Affidavit of Wages Paid only.) I'usrtherof RatuofHourly Rate of Hourt} if an employee works in more than one trade, ensure" -that all houis worked in each trade are�reported below. Workers Pay t_Esual {"Fringe") For additional ere use use Aiidcndum A. BeneRts f 1�> Laborer - Asphalvitaitcr 2 ... 39.28 _5.60 Power Equipment Operator - Asphalt I la(t Operator 1 48.04 2.35 Truck Driver - Asphalt 1Y1u (titter 16 Yds) 1 46.47 0.00 signature Black. I hereby certify that I have rend and understand the instraetions to complete thus (Orin and that the information, Including an} addeadi. are c°rf t and that all workeTs I employ on this , Public Works Project will he riaid no less than the Prevailin E Wage Ratsas determined by the industrial Statistician of the De iarimcut of tabor and Inotistries, _ Print Native-, I riut'f Rk �i t rr •: � Date 77777 Approved b si nature of the Department of Labor and Industries Industrial Statistician _ .^40'ft(:E: tf the prime coutractis at a cast of over our million doltars.($1,000,000.00),. RCA' 39.04.310 require, you to conrp)etc the EHB 2905 (R(W 39,04.370) Addendum and attach it to your Atlida,9l.of Wagesof Paid when your work on nie project concludtc. This h only a notice. The EHB 2805 Addendum is not subndtted'Vill, this intent. SAMPLE - F700,029.000 Statensent orhmeut to Pav Pretailing 1 -9- 03-2011 I Department of labor and industries Prevailing Wage Program ems: srer8o �` Q (360) 902-5335 y} r SVtY4'.hli.t\:il_.9�ltt'?'I_fat�CS�..iet:nSln_�: PI:C�'l�!S1$C 2� r U�� • This form must be typed or printed in ink. • .Fill in ALL blanks or the form will be returned for correction fsee.instructimts). • Please allow a minimum of 10 workingdays for processing. • Once approved, your fornt will be posted online at imi l�l?fo nMess. ova, t,>Lo �'fiti iJ(y�via�uh%'iearc h Po r.nsn AFFIDAVIT OF WAGES PAID Public Works Contract $40.00 Filing Fee Required Affidavit ID # (Anignetf by L&I): SAMPLE YourGiim tin AiforntattonI Ai62rdin A'eucvinfriririafwn Your C,otnpan} Name ABC' Cora an _ _ Aoject Name Road.:R air Contract Number 1123-456 Your Address 1234 Main Street Awarding Agency WA St De arIntent of Transportation Awarding Agency Address:.. PC) [lox 123 City 01yrripia State WA 'lap+4 98501-1234 Your Contractor Registration Number ABCCI*0123AA _. Your UBI Number 123456789 City '- • Slate 01Yn) is WA Zip+4 ... 98501 _........_...........I._...__..... Your Industrial Insurance Account Number 1€1,{l.l-Il Awarding Agency Contact Name Phone John Doe 1(555).555-5555 Number Your Email Address (required for notifcatimr orapproval) Your Phone Number YeYailin wa'e;lni.vva.ov 555) 555-5555Thurston _ �Coiumty IVhere Work Was Perfurined Cty Olympia Where Work Was Pe.rfonned� j i Additionai'DtKnlis, ' � " "'.; '::. •' Coatract[)etatls our Jot>.Statt tate (nmrrvddiyyyy) 2/11201{ ) onr Date Work Completed.(mmIddlyyyy) N1/2011 Hid Due Date (Prltue Contractor's) AwbrdDate 111i2011 115J2011 (Prime ContrActnr s) _ _ Job Site Addresslt)irections Plum and State Street Your Approved Intent 11) # 123456 indicate'roial:Dollar Amount o1'Yonr Contract (iticlud,ng sates tax). $10,(H)0.00. EHB 7305 (RCW 39.04.370) - Is the Prime Contractor's Contact at a cost of over one million dollars f51.D00 000)? El Yes ® No If you answered "Yes"'to the F:HB 2805 quainter and the Award Date is 9?1?2010 or later you must complete and.subrnitthe EHB 2805 RCW 39.04.370 Addendum. AItRA•Flinds . Wcatherizatiowor Enc "R[BcientFunds Does this project utilize American Recovery and ReinvestmentAct(ARRA):funds? ❑ Yes ® No _ Does this project utilize any weatherization or energy eRicicacy upgrade funds (ARRA or otherwvs )" ❑ Yes ®No Prmte (ontracior's Com dnrinfurntntinn.:i Hiditg Gnnh�actor s.CompAny lnfurtnatiun Prime Contractor's Company Name XY'Z, Company Hiring Contractor's Company Name CI3A Company _ Prime C.auructors Registration Number XYZCI *0123AA. Prme cC ntrtclor's LI13I Nunmber J987654R 1: Hiring Contractor's Registration Number CBACI *0123 A A Hiring Contractor's UBi Number 456789123 Em mlo trteid tnformmution, Did you use ANY subcontractors? ❑ Yes (Addendmrt,WfteBniretli''. ® No Did employees perform woric an this project? ® Yes ❑ No Was aLL worn subcontracted? 0 Yes (Ad¢4piiuln R Itac utred) ® No Did you use apprentice employees? Q Yes I ®No Number of OwncrtOperators who own at least 30% of the company who performed work on this project: You must list the First and Last .Naruc s of un • Owner/Operator performing work below None (0) ® One (1) © Two (2).-� ❑ Three (3) I List your Crafts(fradcVO,ecnpatinns Below - For Journey Level Workers you must Number of provide all of the infornation Mow. Owner?Opeaatats - most Provide their First and East Workers name no other information required. **Apprentices are not recorded below. You must ! use Adcicndum D io Its! Apprentices. f - Total # of HoursRate Worked of Hourh• Pup _ Rate of Himrly Usual ("Fringe") Benefits General Labor 2 1.53 41.23 8.54 Carpenter 5 210 52.26 10,13 t Sl tiatnre Iliack I hereby certify that I have read and understand the insimctions m complerc this foul and that the information on the form and tiny addenda is coneatmmd that ail workers I employed on this Pubfic Warks Project -ic paid no less than Fite Prevailing Wage Rate(s) as determined by. the Industrial Statistician of the Department ot'Labor and Industries. Print Name: Jant. Doe Pri nt'ritle: Bookkeeper signature: Dotct3l51201 i ' _....._.._.. _-- ----.__.. _ _.�...._. __..... Fcir'IiRtl ilse Oni • t APPROVED: Department of Labor and Industries __._....+......... ____ Hy Industrial Statistician SAMPLE - F700-007-000 Affidavit of Wages Paid 3-2011 F ' SPECIAL PROVISIONS 11 CENTRAL RENTON SEWER INTERCEPTOR RELINE & UPSIZE PROJECT SPECIAL PROVISIONS Engineer's Statement: The Construction Sequencing and Constraints (Section 1-08.13), Measurement and Payment Schedule for Bid Items (Section 1-09.14(2)) and Supplemental Special Provisions (Divisions 2 through 9) have been prepared under the direction of the Professional Engineers, registered in the State of Washington, whose seals and signatures appear below: Jeff Kreshel, P.E. PROJECT MANAGER A �, 49545 Q 4� FCtSTB��lyw4 �sSjONALr�l�5 Tyler Whitehouse, P.E. PROJECT ENGINEER 05/2015 TABLE OF CONTENTS 1-01 DEFINITIONS AND TERMS.......................................................................................................1 1-01.1 General............................................................................................................................1 1-01.3 Definitions.......................................................................................................................1 1-02 BID PROCEDURES AND CONDITIONS.......................................................................................3 1-02.1 Prequalification of Bidders...............................................................................................3 1-02.2 Plans and Specifications...................................................................................................3 1-02.5 Proposal Forms................................................................................................................4 1-02.6 Preparation of Proposal....................................................................................................4 1-02.6(1) Proprietary Information...................................................................................................5 1-02.7 Bid Deposit.......................................................................................................................5 1-02.9 Delivery of Proposal.........................................................................................................5 1-02.12 Public Opening of Proposals.............................................................................................5 1-02.13 Irregular Proposals...........................................................................................................5 1-02.14 Disqualification of Bidders................................................................................................6 1-02.15 Pre Award Information.....................................................................................................6 1-03 AWARD AND EXECUTION OF CONTRACT.................................................................................7 1-03.1 Consideration of bids.......................................................................................................7 1-03.2 Award of Contract............................................................................................................7 1-03.3 Execution of Contract.......................................................................................................7 1-03.4 Contract Bond..................................................................................................................8 1-03.7 Judicial Review................................................................................................................8 1-04 SCOPE OF WORK....................................................................................................................8 1-04.2 Coordination of Contract Documents, Plans, Special Provisions Specifications, and Addenda..........................................................................................................................8 1-04.3 Contractor -Discovered Discrepancies................................................................................9 1-04.4 Changes...........................................................................................................................9 1-04.8 Progress Estimates and Payments.....................................................................................9 1-04.11 Final Cleanup...................................................................................................................9 1-05 CONTROL OF WORK...............................................................................................................9 1-05.4 Conformity With and Deviation from Plans and Stakes......................................................9 1-05.4(3) Contractor Supplied Surveying......................................................................................10 1-05.4(4) Contractor Provided As -Built Information.....................................................................11 1-05.7 Removal of Defective and/or Unauthorized Work...........................................................11 1-05.10 Guarantees....................................................................................................................12 1-05.11 Final Inspection.............................................................................................................13 1-05.11(1) Substantial Completion Date.........................................................................................13 1-05.11(2) Final Inspection and Physical Completion Date.............................................................13 05/2015 1 I H 1 11 1-05.11(3) Operational Testing........................................................................................................14 1-05.12 Final Acceptance............................................................................................................14 1-05.13 Superintendents, Labor and Equipment of Contractor.....................................................14 1-05.14 Cooperation with Other Contractors...............................................................................15 1-05.16 Water and Power...........................................................................................................15 1-05.17 Oral Agreements............................................................................................................i5 1-05.18 Contractor's Daily Diary..................................................................................................15 1-06 CONTROL OF MATERIAL........................................................................................................16 1-06.1 Approval of Materials Prior to Use..................................................................................16 1-06.2(1) Samples and Tests for Acceptance.................................................................................16 1-06.2(2) Statistical Evaluation of Materials for Acceptance........................................................17 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC......................................................17 1-07.1 Laws to be Observed......................................................................................................17 1-07.2 State Sales Tax...............................................................................................................17 1-07.2(1) General..........................................................................................................................17 1-07.2(2) State Sales Tax -Rule 171..............................................................................................18 1-07.2(3) State Sales Tax - Rule 170..............................................................................................18 1-07.2(4) Services..........................................................................................................................18 1-07.6 Permits and Licenses......................................................................................................18 1-07.9 Wages............................................................................................................................19 1-07.9(5) Required Documents.....................................................................................................19 1-07.11 Requirements for Non-Discrimination.............................................................................19 1-07.11(11) City of Renton Affidavit of Compliance..........................................................................19 1-07.12 Federal Agency Inspection..............................................................................................19 1-07.13 Contractor's Responsibility for Work...............................................................................20 1-07.13(1) General..........................................................................................................................20 1-07.16 Protection and Restoration of Property...........................................................................20 1-07.16(1) Private/Public Property..................................................................................................20 1-07.16(4) Archaeological and Historical Objects........................................................................... 21 1-07.17 Utilities and Similar Facilities..........................................................................................21 1-07.17(1) Interruption of Services.................................................................................................22 1-07.18 Public Liability and Property Damage Insurance..............................................................22 1-07.18(1) General..........................................................................................................................23 1-07.18(2) Coverages.......................................................................................................................23 1-07.18(3) Limits..............................................................................................................................24 1-07.18(4) Evidence of Insurance....................................................................................................25 1-07.22 Use of Explosives............................................................................................................25 1-07.23 Public Convenience and Safety.......................................................................................26 1-07.23(1) Construction Under Traffic............................................................................................. 26 05/2015 1-07.23(2) Construction and Maintenance of Detours...................................................................27 1-07.24 Rights-of-Way................................................................................................................27 1-07.28 Confined Space Entry .....................................................................................................28 1-08 PROSECUTION AND PROGRESS.............................................................................................29 1-08.0 Preliminary Matters.......................................................................................................29 1-08.0(1) Preconstruction Conference..........................................................................................29 1-08.0(2) Hours of Work................................................................................................................30 1-08.0(3) Reimbursement for Overtime Work of Contracting Agency Employees ....................... 30 1-08.1 Subcontracting...............................................................................................................31 1-08.2 Assignment....................................................................................................................31 1-08.3 Progress Schedule..........................................................................................................31 1-08.4 Notice to Proceed and Prosecution of the Work..............................................................32 1-08.5 Time For Completion.....................................................................................................32 1-08.6 Suspension of Work.......................................................................................................34 1-08.7 Maintenance During Suspension....................................................................................34 1-08.9 Liquidated Damages.......................................................................................................34 1-08.11 Contractor's Plant and Equipment..................................................................................35 1-08.12 Attention to Work..........................................................................................................35 1-08.13 Construction Sequencing and Constraints.......................................................................35 1-09 MEASUREMENT AND PAYMENT............................................................................................36 1-09.1 Measurement of Quantities............................................................................................36 1-09.3 Scope of Payment..........................................................................................................37 1-09.6 Force Account................................................................................................................38 1-09.7 Mobilization..................................................................................................................38 1-09.9 Payments.......................................................................................................................39 1-09.9(1) Retainage.......................................................................................................................39 1-09.9(2) Contracting Agency's Right to Withhold and Disburse Certain Amounts......................40 1-09.9(3) Final Payment................................................................................................................41 1-09.11 Disputes and Claims.......................................................................................................42 1-09.11(2) Claims............................................................................................................................42 1-09.11(3) Time Limitations and Jurisdiction..................................................................................42 1-09.13 Claims and Resolutions..................................................................................................42 1-09.13(3) Claims $250,000 or Less................................................................................................42 1-09.13(3)A Administration of Arbitration..................................................................................... 42 1-09.13(3)B Procedures to Pursue Arbitration............................................................................... 43 1-09.14 Payment Schedule..........................................................................................................43 1-09.14(1) Scope.............................................................................................................................43 1-09.14(2) Bid Items........................................................................................................................44 1-09.14(2)A Mobilization and Demobilization (Bid Item 01)......................................................... 44 1 05/2015 1-09.14(2)B Traffic Control (Bid Item 02)....................................................................................... 44 ' 1-09.14(2)C Trench Excavation Safety Systems (Bid Item 03)........................................................ 1-09.14(2)D Temporary Erosion/Sedimentation Controls (Bid Item 04)......................................... 44 44 1-09.14(2)E Construction Surveying, Staking, and As-Builts (Bid Item 05).................................... 45 1-09.14(2)F Temporary Dewatering (Wellpoint System) (Bid Item 06).......................................... 45 1-09.14(2)G Furnish and Install 24-inch Diameter PVC Sewer Pipe (Bid Item 07) .......................... 45 1-09.14(2)H Furnish and Install 84-inch Diameter Sewer Manhole (Bid Item 08)..........................46 1-09.14(2)1 Connect New Sewer to Existing Manhole (Bid Item 09)............................................. 46 1-09.14(2)J Pre -Installation Cleaning and Inspection (Bid Item 10)..............................................46 1-09.14(2)K Excessive Leak Repair for Cured -In -Place Pipe (Bid Item 11)...................................... 46 1-09.14(2)L Furnish and Install 24-inch Diameter Cured -In -Place Pipe (Bid Item 12).................... 47 ' 1-09.14(2)M Reinstate CIPP Laterals (Bid Item 13).......................................................................... 1-09.14(2)N Post CIPP Installation Inspection (Bid Item 14)........................................................... 47 47 1-09.14(2)0 Remove and Reinstall SMH 2O19 (Bid Item 15).......................................................... 47 1-09.14(2)P Select Imported Trench Backfill (Bid Item 16)............................................................. 48 1-09.14(2)Q Crushed Surfacing Top Course (Bid Item 17)............................................................... 48 1-09.14(2)R Controlled Density Fill (Bid Item 18)........................................................................... 1-09.14(2)S Construction Geotextile for Soil Stabilization (Bid Item 19)........................................49 48 1-09.14(2)T Removal and Replacement of Unsuitable Foundation Material (Bid Item 20)........... 49 1-09.14(2)U HMA for Pavement Repair Class 1/2" PG 64-22 (Bid Item 21).................................... 49 1-09.14(2)V Cement Concrete Panels Restoration (Bid Item 22).................................................... 50 1-09.14(2)W Cement Concrete Sidewalk Restoration (Bid Item 23)................................................ 1-09.14(2)X Cement Concrete Curb and Gutter Restoration (Bid Item 24).................................... 50 50 1-09.14(2)Y Temporary Sewer Bypass Pumping/Systems (Bid Item 25)......................................... 50 1-09.14(2)Z Site Demolition and Restoration (Bid Item 26)........................................................... 51 1-10 TEMPORARY TRAFFIC CONTROL............................................................................................ 51 1-10.1 General..........................................................................................................................51 1-10.2(1)B Traffic Control Supervisor........................................................................................... 52 1-10.2(2) Traffic Control Plans.......................................................................................................52 1 1-10.3 Flagging, Signs, and All Other Traffic Control Devices.......................................................53 1-10.3(3) Construction Signs.........................................................................................................53 1-10.4 Measurement................................................................................................................53 1-10.5 Payment........................................................................................................................53 1-11 RENTON SURVEYING STANDARDS.........................................................................................53 1-11.1(1) Responsibility for Surveys..............................................................................................53 1-11.1(2) Survey Datum and Precision..........................................................................................53 1-11.1(3) Subdivision Information.................................................................................................54 ' 1-11.1(4) Field Notes.....................................................................................................................54 1-11.1(5) Corners and Monuments...............................................................................................54 iv 05/2015 1-11.1(6) Control or Base Line Survey...........................................................................................55 1-11.1(7) Precision Levels..............................................................................................................55 1-11.1(8) Radial and Station -- Offset Topography........................................................................ 56 1-11.1(9) Radial Topography.........................................................................................................56 1-11.1(10) Station --Offset Topography............................................................................................56 1-11.1(11) As -Built Survey...............................................................................................................56 1-11.1(12) Monument Setting and Referencing..............................................................................56 1-11.2 Materials.......................................................................................................................57 1-11.2(1) Property/Lot Corners.....................................................................................................57 1-11.2(2) Monuments................................................................................................................... 57 1-11.2(3) Monument Case and Cover...........................................................................................57 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP.................................................................. 57 2-01.1 Description....................................................................................................................57 2-01.2 Disposal of Usable Material and Debris...........................................................................58 2-01.5 Payment........................................................................................................................58 2-02 REMOVAL OF STRUCTURE AND OBSTRUCTIONS.................................................................... 58 2-02.3(3) Removal of Pavement, Sidewalks, and Curbs................................................................ 58 2-02.4 Measurement................................................................................................................58 2-02.5 Payment........................................................................................................................58 2-03 ROADWAY EXCAVATION AND EMBANKMENT........................................................................ 59 2-03.3 Construction Requirements............................................................................................59 2-03.4 Measurement................................................................................................................60 2-03.5 Payment........................................................................................................................60 2-04 HAUL................................................................................................................................... 60 2-04.5 Payment........................................................................................................................60 2-06 SUBGRADE PREPARATION.................................................................................................... 61 2-06.5 Measurement and Payment...........................................................................................61 2-09 STRUCTURE EXCAVATION...................................................................................................... 61 2-09.1 Description....................................................................................................................61 2-09.3(1)D Disposal of Excavated Material.................................................................................. 61 2-09.4 Measurement................................................................................................................61 2-09.5 Payment........................................................................................................................61 5-04 ASPHALT CONCRETE PAVEMENT........................................................................................... 62 5-04.2 Materials.......................................................................................................................62 5-04.3 Construction Requirements............................................................................................62 5-04.3(5) Conditioning the Existing Surface..................................................................................63 5-04.3(5)A Preparation of Existing Surface.................................................................................. 63 5-04.3(7)A Mix Design.................................................................................................................. 64 5-04.3(8)A Acceptance Sampling and Testing-HMA Mixture ..................................................... 64 v I 05/2015 11 I [l I I 5-04.3(10)B Control........................................................................................................................64 5-04.5 Payment........................................................................................................................64 5-04.5(1)A Price Adjustments for Quality of HMA Mixture.......................................................... 64 5-04.5(1)B Price Adjustments for Quality of HMA Compaction.................................................... 65 5-06 TEMPORARY RESTORATION IN PAVEMENT AREA................................................................... 66 5-06.1 Description....................................................................................................................66 5-06.2 Materials.......................................................................................................................66 5-06.3 Construction Requirements............................................................................................66 7-05 MANHOLES, INLETS, AND CATCH BASINS............................................................................... 66 7-05.3 Construction Requirements............................................................................................66 7-05.3(1) Adjusting Manholes and Catch Basins to Grade............................................................66 7-05.3(2) Abandon Existing Manholes.......................................................................................... 68 7-05.3(2)A Abandon Existing Sanitary Sewer Pipes...................................................................... 68 7-05.3(3) Connections to Existing Manholes.................................................................................68 7-05.3(5) Manhole Coatings..........................................................................................................68 7-05.3(6) Manhole Base Liner.......................................................................................................69 7-05.4 Measurement................................................................................................................70 7-05.5 Payment........................................................................................................................ 70 7-06 DEWATERING.......................................................................................................................71 7-06.1 General............................................................................................................:.............71 7-06.1(1) Definitions......................................................................................................................71 7-06.1(2) Scope.............................................................................................................................72 7-06.1(3) Existing Monitoring Wells..............................................................................................73 7-06.1(4) Quality Assurance..........................................................................................................73 7-06.1(5) Submittals......................................................................................................................74 7-06.1(6) Available Subsurface Data.............................................................................................74 7-06.2 Execution.......................................................................................................................74 7-06.2(1) Monitoring System........................................................................................................ 74 7-06.2(2) Formation Protection and Well Development...............................................................75 7-06.2(3) Standby Equipment.......................................................................................................76 7-06.2(4) Discharge Points and Pipes............................................................................................76 7-06.2(5) Water Supply for System Installation and Electrical Service..........................................76 7-06.2(6) Dewatering System Protection...................................................................................... 76 7-06.2(7) System Removal.............................................................................................................76 7-06.3 Measurement and Payment...........................................................................................77 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS......................................................................77 7-08.3 Construction Requirements............................................................................................77 7-08.3(1)B Shoring........................................................................................................................77 7-08.3(1)C Bedding the Pipe......................................................................................................... 77 vi 05/2015 7-08.3(1)D Pipe Foundation.......................................................................................................... 77 7-08.3(2)A Survey Line and Grade................................................................................................ 77 7-08.3(2)B Pipe Laying - General................................................................................................. 78 7-08.3(2)E Rubber Gasketed Joints.............................................................................................. 78 7-08.3(2)H Sewer Line Connections........................:..................................................................... 78 7-08.3(2)J Placing PVC Pipe......................................................................................................... 79 7-08.3(3)A Backfilling Sanitary Sewer Trenches........................................................................... 79 7-08.3(3)B Underground Warning Tape....................................................................................... 79 7-08.4 Measurement................................................................................................................80 7-08.5 Payment........................................................................................................................80 7-17 SANITARY SEWERS............................................................................................................... 80 7-17.2 Materials.......................................................................................................................80 7-17.3 Construction Requirements............................................................................................81 7-17.3(1) Protection of Existing Sewerage Facilities......................................................................81 7-17.3(2)H Television Inspection...................................................................................................81 7-17.4 Measurement................................................................................................................81 7-17.5 Payment........................................................................................................................81 7-21 GENERAL SPECIFICATIONS FOR CURED IN PLACE PIPE (CIPP)..................................................82 7-21.1 Description.......................................................................................................................82 7-21.1(1) Related Work Specified Elsewhere................................................................................82 7-21.1(2) Licensing........................................................................................................................82 7-21.1(3) Contractor and Manufacturer Qualifications................................................................82 7-21.1(4) Contractor Submittals.................................................................................................... 83 7-21.1(5) Quality Assurance..........................................................................................................84 7-21.1(6) Warranty........................................................................................................................84 7-21.2 Materials and Design Requirements...............................................................................84 7-21.2(1) Cured in Place Resin Impregnated Material in General.................................................84 7-21.2(2) Resin..............................................................................................................................86 7-21.2(3) Physical Properties.........................................................................................................86 7-21.3 Construction Requirements............................................................................................86 7-21.3(1) Preparation....................................................................................................................86 7-21.3(1)A Flow Management..................................................................................................... 87 7-21.3(1)B Cleaning......................................................................................................................87 7-21.3(1)C Point Repairs............................................................................................................... 87 7-21.3(1)D Manholes....................................................................................................................87 7-21.3(2) Liner Installation............................................................................................................ 87 7-21.3(2)A Inversion Method........................................................................................................ 87 7-21.3(2)B Pull/Winch Method.................................................................................................... 88 7-21.3(2)C Finished Pipe Liner...................................................................................................... 88 vii 05/2015 7-21.3(3) Service Connection Restoration.....................................................................................88 7-21.3(4) Testing............................................................................................................................88 7-21.3(4)A Material Testing.......................................................................................................... 88 7-21.3(4)B Field Testing................................................................................................................ 89 7-21.3(4)C Post Installation CCTV Inspection............................................................................... 89 7-21.4 Measurement................................................................................................................89 7-21.5 Payment........................................................................................................................89 7-22 RESIN IMPREGNATED FABRIC CIPP........................................................................................89 7-22.1 Description ....................................................................................................................89 7-22.1(1) Related Work Specified Elsewhere................................................................................89 7-22.2 Materials........:...............................................................................................................89 7-22.2(1) Cured in Place Pipe Liner...............................................................................................89 7-22.2(2) Resin..............................................................................................................................90 7-22.2(3) Physical Properties.........................................................................................................90 7-22.3 Construction Requirements............................................................................................90 7-22.3(1) Preparation....................................................................................................................90 7-22.3(1)A Cleaning......................................................................................................................90 7-22.3(2) Installation.....................................................................................................................90 7-22.3(2)A Resin Impregnation..................................................................................................... 90 7-22.3(2)B Water, Air or Steam Curing......................................................................................... 91 7-22.3(2)C Cool Down.................................................................................................................. 91 7-23 RESIN IMPREGNATED FIBERGLASS CIPP................................................................................. 91 7-23.1 Description ....................................................................................................................91 7-23.1(1) Related Work Specified Elsewhere................................................................................91 7-23.1(2) Reference Specifications, Codes, and Standards...........................................................91 7-23.1(3) CIPP Liner Samples......................................................................................................... 92 7-23.1(4) CIPP Liner Handling........................................................................................................92 7-23.2 Materials.......................................................................................................................93 7-23.2(1) General Specifications...................................................................................................93 7-23.2(2) Chemical Resistance......................................................................................................93 7-23.2(3) Component Properties..................................................................................................93 7-23.2(4) Finished and Cured CIPP Liner Properties.....................................................................93 7-23.2(5) Dimensions....................................................................................................................93 7-23.3 Construction Requirements............................................................................................94 7-23.3(1) Installation Procedures..................................................................................................94 7-23.3(1)A Installation Process.....................................................................................................94 7-23.3(1)B Curing......................................................................................................................... 94 7-23.3(2) Finished Product............................................................................................................94 7-26 MANHOLE CHANNEL REMOVAL AND REPLACEMENT............................................................. 94 05/2015 7-26.1 Description....................................................................................................................94 7-26.1(1) Warranty........................................................................................................................95 7-26.2 Materials.......................................................................................................................95 7-26.3 Construction Requirements............................................................................................95 7-26.3(1) Examination...................................................................................................................95 7-26.3(2) Surface Preparation.......................................................................................................95 7-26.3(2)A General.......................................................................................................................95 7-26.4 Construction Requirements............................................................................................95 7-27 TEMPORARY SEWER BYPASS PUMPING/SYSTEMS................................................................. 95 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL......................................................... 97 8-01.3(1)A Submittals.................................................................:.................................................97 8-13 MONUMENT CASES.............................................................................................................. 97 8-13.1 Description....................................................................................................................97 8-13.3 Construction Requirements............................................................................................97 8-13.4 Measurement................................................................................................................97 8-13.5 Payment........................................................................................................................98 8-14 CEMENT CONCRETE SIDEWALKS...........................................................................................98 8-14.3(4) Curing....................:........................................................................................................98 8-14.4 Measurement................................................................................................................98 8-14.5 Payment........................................................................................................................98 8-22 PAVEMENT MARKING...........................................................................................................99 8-22.1 Description....................................................................................................................99 8-22.3(5) Installation Instructions.................................................................................................99 8-22.5 Payment........................................................................................................................99 8-23 TEMPORARY PAVEMENT MARKINGS...................................................................................100 8-23.5 Payment......................................................................................................................100 9-03 AGGREGATES.....................................................................................................................100 9-03.8(7) HMA Tolerances and Adjustments...............................................................................100 9-03.22 Cement -based Grout for Abandoning Existing Utilities..................................................101 9-14 EROSION CONTROL AND ROADSIDE PLANTING...................................................................101 9-14.2 Seed............................................................................................................................101 9-14.3 Fertilizer......................................................................................................................101 APPENDICES APPENDIX A —Temporary Sewer Bypass Pumping/Systems Location Overview APPENDIX B —Standard Plans List APPENDIX C — BNSF Temporary Occupancy Permit APPENDIX D — Inadvertent Archaeological and Historic Resources Discovery Plan ix 1 05/2015 SPECIAL PROVISIONS 1 1-01 DEFINITIONS AND TERMS r1-01.1 General Section 1-01.1 is supplemented with: Whenever reference is made to the State, State of Washington, Commission, Department of Transportation, Secretary of Transportation, Owner, Contracting Agency or Engineer, such reference shall be deemed to mean the City of Renton acting through its City Council, employees, and duly authorized 1 representatives for all contracts administered by the City of Renton. All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated location". 1-01.3 Definitions Section 1-01.3 is revised and supplemented by the following: Act of God 1 "Act of God" means an earthquake, flood, cyclone, or other cataclysmic phenomenon of nature. A rain, windstorm, high water or other natural phenomenon of unusual intensity for the specific locality of the Work, which might reasonably have been anticipated from historical records of the general locality of the Work, shall not be construed as an act of god. Consulting Engineer The Contracting Agency's design consultant, who may or may not administer the construction program for the Contracting Agency. Contract Documents See definition for "Contract". Contract Price Either the unit price, the unit prices, or lump sum price or prices named in the proposal, or in properly executed change orders. Contract Time The period of time established by the terms and conditions of the Contract within which the Work must be physically completed. Dates Bid Opening Date: The date on which the Contracting Agency publicly opens and reads the bids. Award Date: The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive Bidder for the Work. Contract Execution Date: The date the Contracting Agency officially binds the agency to the Contract. Notice to Proceed Date: The date stated in the Notice to Proceed on which the Contract Time begins. Substantial Completion Date: The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety 05/2015 I standpoint, and only minor incidental Work, replacement of temporary substitute facilities, or correction or repair remains for the physical completion of the total contract. Contract Completion Date: The date by which the Work is contractually required to be physically completed. The Contract Completion Date will be stated in the Notice to Proceed. Revisions of this date will be authorized in writing by the Engineer whenever there is an extension to the Contract time. Completion Date: The day all the Work specified in the Contract is completed and all the obligations of the Contractor under the Contract are fulfilled by the Contractor. Date of Commencement: The date stated in the Notice to Proceed on which the Contract Time begins. Final Acceptance Date: The date the Contracting Agency accepts the Work as complete per the Contract requirements. Day Unless otherwise designated, day(s) as used in the Contract Documents, shall be understood to mean working days. Engineer The City Engineer or duly authorized representative, or an authorized member of a licensed consulting firm retained by the Owner for the construction engineering of a specific public works project. Inspector The Owner's authorized representative assigned to make necessary observations of the Work performed or being performed, or of materials furnished or being furnished by the Contractor. Notice of Award: The written notice from the Contracting Agency to the successful bidder signifying the Contracting Agency's acceptance of the bid. Notice to Proceed: The written notice from the Contracting Agency or the Engineer to the Contractor authorizing and directing the Contractor to proceed with Work and establishing the date on which the Contract time begins. Or Equal Where the term "or equal" is used herein, the Contracting Agency, or the Contracting Agency on recommendation of the Engineer, shall be the sole judge of the quality and suitability of the proposed substitution. The responsibility and cost of furnishing necessary evidence, demonstrations, or other information required to obtain the approval of alternative materials or processes by the Owner shall be entirely borne by the Contractor. Owner The City of Renton or its authorized representative also referred to as Contracting Agency. Performance and Payment Bond Same as "Contract Bond" defined in the Standard Specifications. Plans The Contract Plans and/or Standard Plans which show location, character, and dimensions of prescribed Work including layouts, profiles, cross -sections, and other details. Drawings may either be bound in the same book as the balance of the Contract Documents or bound in separate sets, and are a part of the Contract Documents, regardless of the method of binding. The terms "Standard Drawings" or "Standard Details" generally used in Specifications refers to drawings bound either with the specification documents or included with the Plans or the City of Renton Standard Plans. Imo, I) I I I I I, u 05/2015 I 11 J I I Points Wherever reference is made to the Engineer's points, this shall mean all marks, bench marks, reference points, stakes, hubs, tack, etc., established by the Engineer for maintaining horizontal and vertical control of the Work. Provide Means "furnish and install" as specified and shown in the Plans. Secretary, Secretary of Transportation The chief executive officer of the Department and other authorized representatives. The chief executive officer to the Department shall also refer to the Department of Public Works Administrator. Shop Drawings Same as "Working Drawings" defined in the Standard Specifications. Special Provisions Modifications to the Standard Specifications and their amendments that apply to an individual project. The special provisions may describe Work the Specifications do not cover. Such Work shall comply first with the Special Provisions and then with any Specifications that apply. The Contractor shall include all costs of doing this Work within the bid prices. State The state of Washington acting through its representatives. The State shall also refer to The City of Renton and its authorized representatives where applicable. Supplemental Drawings and Instructions Additional instructions by the Engineer at request of the Contractor by means of drawings or documents necessary, in the opinion of the Engineer, for the proper execution of the Work. Such drawings and instructions are consistent with the Contract Documents. Traffic Both vehicular and non -vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. Utility Public or private fixed improvement for the transportation of fluids, gases, power, signals, or communications and shall be understood to include tracks, overhead and underground wires, cables, pipelines, conduits, ducts, sewers, or storm drains. 1-02 BID PROCEDURES AND CONDITIONS 1-02.1 Prequalification of Bidders Delete this Section and replace it with the following: Bidders shall be qualified by experience, financing, equipment, and organization to do the Work called for in the Contract Documents. The Contracting Agency reserves the right to take whatever action it deems necessary to ascertain the ability of the bidder to perform the Work satisfactorily. 1-02.2 Plans and Specifications Delete this Section and replace it with the following: Information as to where Bid Documents can be obtained or reviewed will be found in the Call for Bids (Advertisement for Bids) for the Work. L 05/2015 After award of the Contract, Plans and Specifications will be issued to the Contractor at no cost as detailed below: To Prime Contractor No. of Sets Basis of Distribution Reduced Plans (11" x 17") and Furnished automatically contract provisions 4 upon award Large Plans (22" x 34") 4 Furnished only upon request Additional Plans and Contract Provisions may be purchased by the Contractor by payment of the cost stated in the Call for Bids. 1-02.5 Proposal Forms Delete this Section and replace it with the following: At the request of the bidder, the Contracting Agency will provide a proposal form for any project on which the bidder is eligible to bid The proposal form will identify the project and its location and describe the Work. It will also list estimated quantities, units of measurement, the items of Work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit bid prices; extensions; summations; the total bid amount; signatures; date; and, where applicable, retail sales taxes and acknowledgement of addenda; the bidder's name, address, telephone number, and signature; and a State of Washington Contractor's Registration Number. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the proposal form. The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the proposal forms unless otherwise specified. The Contracting Agency reserves the right to reject any bids that fail to provide a cost proposal all alternates and additives set forth in the proposal forms. Any correction to a bid made by interlineations, alteration, or erasure, shall be initialed by the signer of the bid. The bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (Or other corporate officer accompanied by evidence of authority to sign). A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any D/M/WBE requirements are to be satisfied through such an agreement. A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any D/W/MBE requirements are to be satisfied through such an agreement. 1-02.6 Preparation of Proposal The second paragraph is revised as follows: All prices shall be in legible figures written in ink or typed. The proposal shall include: A unit price for each item (omitting digits more than four places to the right of the decimal point), where a conflict arises the unit price shall prevail. 1 I [l n 1 4 1 05/2015 L 1-02.6(1) Proprietary Information 1-02.6(1) is a new Section. Vendors should, in the bid proposal, identify clearly any material(s), which constitute "(valuable) formula, designs drawings, and research data" so as to be exempt from public disclosure, RCW 42.17.310, or any materials otherwise claimed to be exempt, along with a Statement of the basis for such claim of exemption. The Department (or State) will give notice to the vendor of any request for disclosure of such information received within 5 (five) years from the date of submission. ' Failure to so label such materials or failure to timely respond after notice of request for public disclosure has been given shall be deemed a waiver by the submitting vendor of any claim that such materials are, in fact, so exempt. 1-02.7 Bid Deposit Section 1-02.7 is supplemented with the following: Bid Bonds shall contain the following: 1. Number assigned to the project by the Contracting Agency; 2. Name of the project; 3. The Contracting Agency named as obligee; 4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents 1 five percent of the maximum bid amount that could be awarded; 5. Signature of the bidder's officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany said signature; 6. The signature of the surety's officer empowered to sign the bond form included in the Contract Provision. 1-02.9 Delivery of Proposal Revise the first paragraph to read: Each proposal shall be submitted in a sealed envelope, with Project Name and Proiect Number as stated in the Advertisement for Bids, clearly marked on the outside of the envelope. Or as otherwise stated in the Bid Documents, to ensure proper handling and delivery. 1 1-02.12 Public Opening of Proposals Section 1-02.12 is supplemented with the following: The Contracting Agency reserves the right to postpone the date and time for bid opening. Notification to bidder will be by addenda. 1-02.13 Irregular Proposals Revise item I to read: 1. A proposal will be considered irregular and will be rejected if: a. The bidder is not prequalified when so required; 1 b. The authorized proposal form furnished by the Contracting Agency is not used or is altered; c. The complete proposal form contains any unauthorized additions, deletions, alternate bids, or conditions; d. The bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; 05/2015 A price per unit cannot be determined from the bid proposal; The proposal form is not properly executed; The bidder fails to submit or properly complete a subcontractor list, if applicable, as required in Section 1-2.6; The bidder fails to submit or properly complete a Disadvantaged, Minority or Women's Business Enterprise Certification, if applicable, as required in Section 1-02.6; or The bid proposal does not constitute a definite and unqualified offer to meet the material terms of the bid invitation. 1-02.14 Disqualification of Bidders Revise this section to read: 1. A bidder will be deemed not responsible and the proposal rejected if the bidder does not meet the responsibility criteria in RCW 39.04. 2. A bidder may be deemed not responsible and the proposal rejected if: a. More than one proposal is submitted for the same project from a bidder under the same or different names; b. Evidence of collusion exists with any other bidder or potential bidder. Participants in collusion will be restricted from submitting further bids; c. The bidder, in the opinion of the Contracting Agency, is not qualified for the Work or to the full extent of the bid, or to the extent that the bid exceeds the authorized prequalification amount as may have been determined by a prequalification of the bidder; d. An unsatisfactory performance record exists based on past or current Contracting Agency Work or for Work done for others, as judged from the standpoint of conduct of the Work; workmanship; progress; affirmative action; equal employment opportunity practices; or Disadvantaged Enterprise, Minority Enterprise, or Women's Business Enterprise utilization. e. There is uncompleted Work (Contracting Agency or otherwise) which might hinder or prevent the prompt completion of the Work bid upon; f. The bidder failed to settle bills for labor or materials on past or current contracts; g. The bidder has failed to complete a written public contract or has been convicted of a crime arising from a previous public contract; h. The bidder is unable, financially or otherwise, to perform the Work; i. A bidder is not authorized to do business in the State of Washington (not registered in accordance with RCW 18.27) j. There are any other reasons deemed proper by the Contracting Agency. 1-02.15 Pre Award Information Revise this section to read: Before awarding any contract, the Contracting Agency may require one or more of these items or actions of: 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used; 2. Samples of these materials for quality and fitness tests; 3. A progress schedule (in a form the Contracting Agency requires) showing the order of time required for the various phases of Work; 4. A breakdown of costs assigned to any bid item; 5. Attending at a conference with the Engineer or representatives of the Engineer; 6. Obtain, and furnish a copv of, a business license to do business in the citv and/or countv where the Work is located; 7. A copv of State of Washington Contractor's Registration; or 8. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. 11 I I I [i 1 ii I I05/2015 1 1-03 AWARD AND EXECUTION OF CONTRACT 1-03.1 Consideration of bids Section 1-03.1 is supplemented with the following: All bids will be based on total sum of all schedules of prices. No partial bids will be accepted unless so stated in the call for bids or special provisions. The City reserves the right however to award all or any schedule of a bid to the lowest bidder at its discretion. ' 1-03.2 Award of Contract Section 1-03.2 is supplemented with the following: The Contract, bond form, and all other forms requiring execution, together with a list of all other forms or documents required to be submitted by the successful bidder, will be forwarded to the successful bidder within 10 days of the award. The number of copies to be executed by the Contractor shall be determined by the Contracting Agency. 1-03.3 Execution of Contract Section 1-03.3 is revised and supplemented as follows: Within 10 calendar days after receipt from the City of the forms and documents required to be ' completed by the Contractor, the successful bidder shall return the signed Contracting Agency -prepared contract, an insurance certification as required by Section 1-07.18, and a satisfactory bond as required by law and Section 1-03.4. Before execution of the Contract by the Contracting Agency, the successful bidder shall provide any pre -award information the Contracting Agency may require under Section 1- 02.15. Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any Work begin within the project limits or within Contracting Agency -furnished sites. The Contractor shall bear all risks for any Work begun outside such areas and for any materials ordered before the Contract is executed by the Contracting Agency. If the bidder experiences circumstances beyond their control that prevents return of the Contract documents within 10 calendar days after the award date, the Contracting Agency may grant up to a maximum of 10 additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. The Contracting Agency is prohibited by RCW 39.06.010 from executing a contract with a Contractor who is not registered or licensed as required by the laws of the state. In addition, the Contracting Agency requires persons doing business with the Contracting Agency to possess a valid City of Renton business license prior to award. When the Bid Form provides spaces for a business license number, a Washington State Contractors registration number, or both the Bidder shall insert such information in the spaces provided. The Contracting Agency requires legible copies of the Contractor's Registration and business license be submitted to the Engineer as part of the Contracting Agency's post -award information and evaluation activities. i n 05/2015 I 1-03.4 Contract Bond Revise the first paragraph to read: The successful bidder shall provide an executed contract bond for the full contract amount. This contract bond shall: Be on the Contracting Agency -furnished form; Be signed by an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner, and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner; Be conditioned upon the faithful performance of the Contract by the Contractor within the prescribed time; Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against any claim of direct or indirect loss resulting from the failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform the Contract, or b. Of the Contractor (subcontractors, or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tie subcontractors, material person, or any other person who provides supplies or provisions for carrying out Work; Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond; and Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation, the bond must be signed by the president or vice- president, unless accompanied by a written proof of the authority of the individual signing the bond to bind the corporation (i.e., corporate resolution, power of attorney or a letter to such effect by the president or vice-president). 1-03.7 Judicial Review Revise the last sentence to read: The venue of all causes of action arising from the advertisement, award, execution, and performance of the Contract shall be in the Superior Court of the County where the Contracting Agency's headquarters are located. 1-04 SCOPE OF WORK 1-04.2 Coordination of Contract Documents, Plans, Special Provisions Specifications, and Addenda Revise the second paragraph to read: Any inconsistency in the parts of the Contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda 2. Proposal Form 3. Special Provisions 4. Contract Plans 5. Contracting Agency's Standard Plans (if any) 6. Amendments to the Standard Specifications 7. WSDOT/APWA Standard Specifications for Road, Bridge and Municipal Construction 8. WSDOT/APWA Standard Plans for Road, Bridge and Municipal Construction [j J 11 I I a I 1 1 05/2015 1-04.3 Contractor -Discovered Discrepancies Section 1-04.3 is a new section: Upon receipt of award of contract, the Contractor shall carefully study and compare all the components of the Contract Documents and other instructions, and check and verify all field measurements. The Contractor shall, prior to ordering material or performing Work, report in writing to the Engineer any error, inconsistency, or omission in respect to design or mode of construction, which is discovered. If the Contractor, in the course of this study or in the accomplishment of the Work, finds any discrepancy between the Plans and the physical condition of the locality as represented in the Plans, or any such ' errors or omissions in respect to design or mode of construction in the Plans or in the layout as given by points and instructions, it shall be the Contractor's duty to inform the Engineer immediately in writing, and the Engineer will promptly check the same. Any Work done after such discovery, until correction of Plans or authorization of extra Work is given, if the Engineer finds that extra Work is involved, will be done at the Contractor's risk. If extra Work is involved, the procedure shall be as provided in Section 1- 04.4 of the Standard Specifications. 1-04.4 Changes The last two paragraphs are replaced with the following: Renton does not have a formal policy or guidelines on cost reduction alternatives, but will evaluate such proposals by the Contractor on a case -by -case basis. 1-04.8 Progress Estimates and Payments Section 1-04.8 is supplemented as follows: The Contractor is encouraged to provide to the Engineer prior to progress payments an estimate of "Lump Sum" Work accomplished to date. The Engineer's calculations and decisions shall be final in regard to the actual percentage of any lump sum pay item accomplished and eligible for payment unless another specific method of calculating lump sum payments is provided elsewhere in the Specifications. 1-04.11 Final Cleanup Section 1-04.11 is supplemented as follows: All salvage material as noted on the Plans and taken from any of the discarded facilities shall, at the Engineer's discretion, be carefully salvaged and delivered to the City shops. Any cost incurred in salvaging and delivering such items shall be considered incidental to the project and no compensation will be made. The Contract price for "Finish and Cleanup, Lump Sum," shall be full compensation for all Work, equipment and materials required to perform final cleanup. If this pay item does not appear in the Contract Documents then final cleanup shall be considered incidental to the Contract and to other pay item and no further compensation shall be made. 1-05 CONTROL OF WORK 1-05.4 Conformity With and Deviation from Plans and Stakes Section 1-05.4 is supplemented with the following: If the project calls for the Contractor supplied surveying, the Contractor shall provide all required survey Work, including such Work as mentioned in Sections 1-05, 1-11 and elsewhere in these Specifications as being provided by the Engineer. All costs for this survey Work shall be included in "Contractor Supplied Surveying," per lump sum. 05/2015 The Engineer or the Contractor supplied surveyor will provide construction stakes and marks establishing lines, slopes, and grades as stipulated in Sections 1-05.4 and will perform such Work per Section 1-11. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from the Engineer or the Contractor supplied surveyor furnished stakes and marks. The Contractor shall provide a work site, which has been prepared to permit construction staking to proceed in a safe and orderly manner. The Contractor shall keep the Engineer or the Contractor supplied surveyor informed of staking requirements and provide at least 48 hours notice to allow the Engineer or the Contractor supplied surveyor adequate time for setting stakes. The Contractor shall carefully preserve stakes, marks, and other reference points, including existing monumentation, set by Contracting Agency forces. The Contractor will be charged for the costs of replacing stakes, markers and monumentation that were not to be, disturbed but were destroyed or damaged by the Contractor's operations. This charge will be deducted from monies due or to become due to the Contractor. Any claim by the Contractor for extra compensation by reason of alterations or reconstruction Work allegedly due to error in the Engineer's line and grade, will not be allowed unless the original control points set by the Engineer still exist, or unless other satisfactory substantiating evidence to prove the error was furnished by the Engineer. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer. In the absence of such report the Contractor shall be liable for any error in alignment or grade. The Contractor shall provide all surveys required other than those to be performed by the Engineer. All survey Work shall be done in accordance with Section 1-11 SURVEYING STANDARDS of these Specifications. The Contractor shall keep updated survey field notes in a standard field book and in a format set by the Engineer, per Section 1-11.1(4). These field notes shall include all survey Work performed by the Contractor's surveyor in establishing line, grade and slopes for the construction Work. Copies of these field notes shall be provided the Engineer upon request and upon completion of the Contract Work the field book or books shall be submitted to the Engineer and become the property of the Contracting Agency. If the survey Work provided by the Contractor does not meet the standards of the Engineer, then the Contractor shall, upon the Engineer's written request, remove the individual or individuals doing the survey Work and the survey Work will be completed by the Engineer at the Contractor's expense. Costs for completing the survey Work required by the Engineer will be deducted from monies due or to become due the Contractor. All costs for survey Work required to be performed by the Contractor shall be included in the prices bid for the various items which comprise the improvement or be included in the bid item for "Contractor Supplied Surveying" per lump sum if that item is included in the contracts. 1-05.4(3) Contractor Supplied Surveying Section 1-05.4(3) is a new section: When the Contract provides for Contractor Supplied Surveying, the Contractor shall supply the survey Work required for the project. The Contractor shall retain as a part of the Contractor Organization an experienced team of surveyors under the direct supervision of a professional land surveyor licensed by the State of Washington. All survey Work shall be done in accordance with Sections 1-05.4 and 1-11. I I 10 05/2015 I I I I ,q The Contractor and/or the Surveyor shall inform the Engineer in writing of any errors, discrepancies, and omissions to the Plans that prevent the Contractor and/or the Surveyor from constructing the project in a manner satisfactory to the Engineer. All errors, discrepancies, and omissions must be corrected to the satisfaction of the Engineer before the survey Work may be continued. The Contractor shall coordinate his Work with the Surveyor and perform his operations in a manner to protect all survey stakes from harm. The Contractor shall inform the Surveyor of the Contractor's intent to remove any survey stakes and/or points before physically removing them. The Surveyor shall be responsible for maintaining As -Built records for the project. The Contractor shall coordinate his operations and assist the Surveyor in maintaining accurate As -Built records for the project. If the Contractor and the Surveyor fail to provide, as directed by the Engineer and/or these Plans and Specifications, accurate As -Built records and other Work the Engineer deems necessary, the Engineer may elect to provide at Contractor expense, a surveyor to provide all As -Built records and other Work as directed by the Engineer. The Engineer shall deduct expenses incurred by the Engineer -supplied surveying from monies owed to the Contractor. Payment per Section 1-04.1 for all Work and materials required for the full and complete survey Work required to complete the project and As -Built drawings shall be included in the lump sum price for "Construction Surveying, Staking, and As-Builts." 1-05.4(4) Contractor Provided As -Built Information Section 1-05.4(4) is a new section: It shall be the Contractors responsibility to record the location prior to the backfilling of the trenches, by centerline station, offset, and depth below pavement, of all existing utilities uncovered or crossed during his Work as covered under this project. It shall be the Contractor's responsibility to have his Surveyor locate by centerline station, offset and elevation each major item of Work done under this contract per the survey standard of Section 1-11. Major items of Work shall include but not be limited to: Manholes, Catch basins and Inlets, Valves, vertical and Horizontal Bends, Junction boxes, Cleanouts, Side Sewers, Street Lights & Standards, Hydrants, Major Changes in Design Grade, Vaults, Culverts, Signal Poles, and Electrical Cabinets. After the completion of the Work covered by this contract, the Contractor's Surveyor shall provide to the City the hard covered field book(s) containing the as -built notes and one set of white prints of the project drawings upon which he has plotted the notes of the Contractor locating existing utilities, and one set of white prints of the project drawings upon which he has plotted the as -built location of the new Work as he recorded in the field book(s). This drawing shall bear the Surveyor's seal and signature certifying its accuracy. All costs for as -built Work shall be included in the Contract item "Construction Surveying, Staking, and As-Builts", lump sum. 1-05.7 Removal of Defective and/or Unauthorized Work Section 1-05.7 is supplemented as follows: Upon written notice from the Engineer, the Contractor shall promptly replace and re -execute Work by Contractor forces, in accordance with the intent of the Contract and without expense to the Owner, and shall bear the expense of making good all Work of other contractors destroyed or damaged by such removal or replacement. 11 05/2015 If the Contractor does not remove such condemned Work and materials and commence re -execution of the Work within 7 calendar days of written notice from the Engineer, or fails to perform any part of the Work required by the Contract Documents, the Owner may correct and remedy such Work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. In that case, the Owner may store removed material. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized Work, or Work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of Work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized Work. If sufficient funds do not remain in the Contract and the Contractor does not pay the cost of such removal and storage within 10 calendar days from the date of the notice to the Contractor of the fact of such removal, the Owner may, upon an additional 10 calendar days written notice, sell such materials at public or private sale, and deduct all costs and expenses incurred from monies due to the Contractor, including costs of sale, and accounting to Contractor for the net proceeds remaining. The Owner may bid at any such sale. The Contractor shall be liable to the Owner for the amount of any deficiency from any funds otherwise due the Contractor. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized Work corrected immediately, have the rejected Work removed and replaced, or have Work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public, the Property Owner and the Property Owner's property. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the Work attributable to the exercise of the Contracting Agency's rights provided by this section. The rights exercised under the provisions of this section shall not diminish the Contracting Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the Work as required. 1-05.10 Guarantees Section 1-05.10 is supplemented as follows: If within one year after the Acceptance Date of the Work by the Contracting Agency, defective and/or unauthorized Work is discovered, the Contractor shall promptly, upon written order by the Contracting Agency, return and in accordance with the Engineer's instructions, either correct such Work, or if such Work has been rejected by the Engineer, remove it from the project site and replace it with non - defective and authorized Work, all without cost to the Contracting Agency. If the Contractor does not promptly comply with the written order to correct defective and/or unauthorized Work, or if an emergency exists, the Contracting Agency reserves the right to have defective and/or unauthorized Work corrected or removed and replaced pursuant to Section 1-05.7 "Removal of Defective and/or Unauthorized Work" The Contractor agrees the above one year limitation shall not exclude or diminish the Contracting Agency's rights under any law to obtain damages and recover costs resulting from defective and/or unauthorized Work discovered after one year but prior to the expiration of the legal time period set forth in RCW 4.16.040 limiting actions upon a contract in writing, or liability expressed of implied arising out of a written agreement. I I H I 'I 1 12 r 05/2015 The Contractor shall warrant good title to all materials, supplies, and equipment purchased for, or incorporated in the Work. Nothing contained in this paragraph, however, shall defeat or impair the right I of persons furnishing materials or labor, to recover under any bond given by the Contractor for their protection, or any rights under any law permitting such persons to look to funds due the Contractor in the hands of the Contracting Agency. The provisions of this paragraph shall be inserted in all subcontracts and material contracts, and notice of its provisions shall be given to all persons furnishing materials for the Work when no formal contract is entered into for such materials. 1-05.11 Final Inspection 1-05.11(1) Substantial Completion Date Section 1-05.11(1) is a new section: When the Contractor considers the Work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Engineer will schedule an inspection of the Work with the Contractor to determine the status of completion. To be considered substantially complete the following conditions must be met: 1 1. The Contracting Agency must have full and unrestricted use and benefit of the facilities both from the operational and safety standpoint. 2. Only minor incidental Work, replacement of temporary substitute facilities, or correction of repair Work remains to reach physical completion of the Work. The Contractor's request shall list the specific items of Work in subparagraph two above that remains to be completed in order to reach physical completion. The Engineer may also establish the Substantial Completion Date unilaterally. If after this inspection, the Engineer concurs with the Contractor that the Work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the Work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefore. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the Work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the Work. 1 The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the Work physically complete and ready for Final Inspection. 1-05.11(2) Final Inspection and Physical Completion Date Section 1-05.11(2) is a new Section: When the Contractor considers the Work physically complete and ready for Final Inspection, the Contractor, by Written Notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for Final Inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the Final Inspection reveals the Work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective Work shall be pursued vigorously, diligently, ' and without interruption until physical completion of the listed deficiencies. This process will continue 1 13 05/2015 until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the Written Notice listing the deficiencies, the Engineer may, upon Written Notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.8. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the Work attributable to the exercise of the Engineer's right hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the Work was considered physically complete, that date shall constitute the Physical Completion Date of the Contract, but shall not imply all the obligations of the Contractor under the Contract have been fulfilled. 1-05.11(3) Operational Testing Section 1-05.11(3) is a new section: Unless otherwise noted in the Contract Documents, the Contractor shall give the Engineer a minimum of 3 working days' notice of the time for each test and inspection. If the inspection is by another authority than the Engineer, the Contractor shall give the Engineer a minimum of 3 working days' notice of the date fixed for such inspection. Required certificates of inspection by other authority than the Engineer shall be secured by the Contractor. It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. Therefore, when the Work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar Work, it may be desirable for the Engineer to have the Contractor operate and test the Work for a period of time, after final inspection but prior to the physical completion date. Whenever items of Work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the Contract. 1-05.12 Final Acceptance The third and fourth sentences in paragraph 1 are deleted and replaced with: The Final Acceptance date shall be that date in which the Renton City Council formally approves acceptance of the Contract. 1-05.13 Superintendents, Labor and Equipment of Contractor Revise the seventh paragraph to read: Whenever the Contracting Agency evaluates the Contractor's qualifications pursuant to Section 1-02.1, the Contracting Agency will take these performance reports into account. 1 I rI I 14 1 05/2015 �q_ I I I I 1 I 1-05.14 Cooperation with Other Contractors Section 1-05.14 is supplemented as follows: The Contractor shall afford the Owner and other contractors working in the area reasonable opportunity for the introduction and storage of their materials and the execution of their respective Work, and shall properly connect and coordinate the Contractor's Work with theirs. Other utilities, districts, agencies, and contractors who may be working within the project area are: 1. Puget Sound Energy (gas and electric) 2. AT&T Broadband 3. CenturyLink Communications 4. City of Renton (water, sewer, transportation) 5. BNSF Railway Company 6. Private contractors employed by adjacent property owners The Contractor shall coordinate with City of Renton on tying into any existing electrical service cabinet. 1-05.16 Water and Power Section 1-05.16 is a new Section: The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the Work, unless the Contract includes power and water as a pay item. 1-05.17 Oral Agreements Section 1-05.17 is a new section: No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the Contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the Contract. Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency. 1-05.18 Contractor's Daily Diary Section 1-05.18 is a new section: The Contractor and subcontractors shall maintain and provide to the Engineer a Daily Diary Record of this Work. This diary will be created by pen entries in a hardbound diary book of the type that is commonly available through commercial outlets. The diary must contain the Project and Number; if the diary is in loose-leaf form, this information must appear on every page. The diary must be kept and maintained by the Contractor's designated project superintendent(s). Entries must be made on a daily basis and must accurately represent all of the project activities on each day. At a minimum, the diary shall show on a daily basis: The day and date. The weather conditions, including changes throughout the day. A complete description of Work accomplished during the day with adequate references to the Plans and Contract Provisions, so that the reader can easily and accurately identify said Work in the Plans. Identify location/description of photographs or videos taken that day. An entry for each and every changed condition, dispute or potential dispute, incident, accident, or occurrence of any nature whatsoever which might affect the Contractor, the Owner, or any third party in any manner. 15 05/2015 1 5. Listing of any materials received and stored on- or off -site by the Contractor for future installation, to include the manner of storage and protection of the same. 6. Listing of materials installed during each day. 7. List of all subcontractors working on -site during each day. 8. Listing of the number of the Contractor's employees working during each day by category of employment. 9. Listing of the Contractor's equipment working on the site during each day. Idle equipment on the site shall be listed and designated as idle. 10. Notations to explain inspections, testing, stake -out, and all other services furnished by the Owner or other party during each day. 11. Entries to verify the daily (including non -Work days) inspection and maintenance of traffic control devices and condition of the traveled roadway surfaces. The Contractor shall not allow any conditions to develop that would be hazardous to the public. 12. Any other information that serves to give an accurate and complete record of the nature, quantity, and quality of Contractor's progress on each day. 13. Plan markups showing locations and dimensions of constructed features to be used by the Engineer to produce record drawings. 14. All pages of the diary must be numbered consecutively with no omissions in page numbers. 15. Each page must be signed and dated by the Contractor's official representative on the project. The Contractor may use additional sheets separate from the diary book if necessary to provide a complete diary record, but they must be signed, dated, and labeled with project name and number. It is expressly agreed between the Contractor and the Owner that the Daily Diary maintained by the Contractor shall be the "Contractor's Book of Original Entry" for the documentation of any potential ' claims or disputes that might arise during this contract.' Failure of the Contractor to maintain this diary in the manner described above will constitute a waiver of any such claims or disputes by the Contractor. The Engineer or other Owner's representative on the job site will also complete a Daily Construction , Report. 1-06 CONTROL OF MATERIAL 1-06.1 Approval of Materials Prior to Use Section 1-06.1 is supplemented as follows: The materials and equipment lists submitted to the Engineer at the Preconstruction Conference shall ' include the quantity, manufacturer, and model number, if applicable, of materials and equipment to be installed under the Contract. This list will be checked by the Engineer as to conformity with the Contract Documents. The Engineer will review the lists within 10 working days, noting required corrections. The Contractor shall make required corrections and file 2 corrected copies with the Engineer within one week after receipt of required corrections. The Engineer's review and acceptance of the lists shall not relieve the Contractor from responsibility for suitability for the intended purpose, nor for deviations from the Contract Documents. 1) Sam Acceptance 1-06.2 Samples and Tests for �p Section 1-06.2(1) is supplemented a follows: The finished Work shall be in accordance with approved samples. Approval of samples by the Engineer does not relieve the Contractor of responsibility for performance of the Work in accordance with the Contract Documents. 16 1 11 I 05/2015 1-06.2(2) Statistical Evaluation of Materials for Acceptance Section 1-06.02(2) is supplemented by adding the following: Unless stated otherwise in the special provisions, statistical evaluation will not be used by the City of Renton. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws to be Observed Section 1-07.1 is supplemented as follows: The Contractor shall erect and properly maintain, at all times, as required by the conditions and progress of the Work, all necessary safeguards for protection of workers and the public; shall post danger signs warning against known or unusual hazards; and shall designate as Safety Supervisor, a responsible employee on the construction site whose duty shall be the enforcement of safety. The name and position of such person so designated shall be reported in writing to the Engineer by the Contractor. The Contractor shall, at all times, enforce strict discipline and good order among all employees and shall not employ any person unfit or not skilled in the Work assigned to him/her. Necessary sanitation conveniences for the use of the workers on the job, properly secluded from public observation, shall be provided and maintained by the Contractor. In cases of conflict between different safety regulations, the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). The Contractor shall maintain at the project site office, or other well-known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital or doctor's care, and persons, including employees, who may have been injured on the project site. Employees should not be permitted to Work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor's care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor's plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the Work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the Contractor's performance does not, and shall not, be intended to include review and adequacy of the Contractor's safety measures, in, on, or near the project site. 1-07.2 State Sales Tax Delete this section, including its sub -sections, in its entirety and replace it with the following: 1-07.2(1) General The Washington State Department of Revenue has issued special rules on the state sales tax. Sections 1- 07.2(1) through 1-07.2(4) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. 1 17 os/201s I The Contractor shall include all Contractor -paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1-07.2(3) describes this exception. The Contracting Agency will pay the retained percentage only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract -related taxes have been paid (RCW 60.28.050). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper state fund. 1-07.2(2) State Sales Tax — Rule 171 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as part of the street or road drainage system, and power lines when such are part of the roadway lighting system. For Work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the Work. 1-07.2(3) State Sales Tax — Rule 170 WAC 458-20-170, and its related rules, applies to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to; the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or _ road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For Work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies ' not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 1-07.2(4) Services ■ The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 1-07.6 Permits and Licenses Section 1-07.6 is supplemented as follows: The permits, easements, and right of entry documents that have been acquired are available for inspection and review. 18 1 1 05/2015 The BNSF Temporary Occupancy Permit obtained for this project is attached as Appendix C at the end of these Special Provisions for Contractor reference. The Contractor shall be required to comply with all conditions of the permits, easements, and rights of entry, at no additional cost to the Owner. The Contractor is required to indemnify the Owner from claims on all easements and rights of entry. All other permits, licenses, etc., shall be the responsibility of the Contractor. The Contractor shall comply with the special provisions and requirements of each. Permits, permission under franchises, licenses and bonds of a temporary nature necessary for and during the prosecution of the Work, and inspection fees in connection therewith shall be secured and paid for by the Contractor. If the Owner is required to secure such permits, permission under franchises, licenses and bonds, and pay the fees, the costs incurred by the Owner thereby shall be charged against the i Contractor and deducted from any funds otherwise due the Contractor. 1-07.9 Wages 1-07.9(5) Required Documents Delete the first sentence of the third paragraph, and replace it with the following: The Contractor must submit weekly -certified payrolls for the Contractor and all subcontractors and lower tier subcontractors, regardless of project's funding source. 1-07.11 Requirements for Non -Discrimination 1-07.11(11) City of Renton Affidavit of Compliance Section 1-07.11(11) is new: Each Contractor, Subcontractor, Consultant, and or Supplier shall complete and submit a copy of the "City of Renton Fair Practices Policy Affidavit of Compliance". A copy of this document will be bound in the bid documents. 1-07.12 Federal Agency Inspection Section 1-07.12 is supplemented with the following: Required Federal Aid Provisions The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) and the amendments thereto supersede any conflicting provisions of the Standard Specifications and are made a part of this contract; provided, however, that if any of the provisions of FHWA 1273, as amended, are less restrictive than Washington State Law, then the Washington State Law shall prevail. The provisions of FHWA 1273, as amended, included in this contract require that the Contractor insert the FHWA 1273 and amendments thereto in each subcontract, together with the wage rates which are part of the FHWA 1273, as amended. Also, a clause shall be included in each subcontract requiring the subcontractors to insert the FHWA 1273 and amendments thereto in any lower tier subcontracts, together with the wage rates. The Contractor shall also ensure that this Section, REQUIRED FEDERAL AID PROVISIONS, is inserted in each subcontract for subcontractors and lower tier subcontractors. For this purpose, upon request to the Project Engineer, the Contractor will be provided with extra copies of the FHWA 1273, the amendments thereto, the applicable wage rates, and this Special Provision. f� J 1 19 05/2015 1-07.13 Contractor's Responsibility for Work 1-07.13(1) General Section 1-07.13(1) is supplemented as follows: (******) During unfavorable weather and other conditions, the Contractor shall pursue only such portions of the Work as shall not be damaged thereby. No portion of the Work whose satisfactory quality or efficiency will be affected by unfavorable conditions shall be constructed while these conditions exist, unless the Contractor shall be able to overcome said unfavorable conditions by special means or precautions acceptable to the Engineer,. 1-07.16 Protection and Restoration of Property 1-07.16(1) Private/Public Property Section 1-07.16(1) is supplemented by adding the following: The Contracting Agency will obtain all easements and franchises required for the project. The Contractor shall limit his operation to the areas obtained and shall not trespass on private property. The Contracting Agency may provide certain lands, as indicated in connection with the Work under the Contract together with the right of access to such lands. The Contractor shall not unreasonably encumber the premises with his equipment or materials. The Contractor shall provide, with no liability to the Contracting Agency, any additional land and access thereto not shown or described that may be required for temporary construction facilities or storage of materials. He shall construct all access roads, detour roads, or other temporary Work as required by his operations. The Contractor shall confine his equipment, storage of material, and operation of his workers to those areas shown and described and such additional areas as he may provide. A. General. All construction Work under this contract on easements, right-of-way, over private property or franchise, shall be confined to the limits of such easements, right-of-way or franchise. All Work shall be accomplished so as to cause the least amount of disturbance and a , minimum amount of damage. The Contractor shall schedule his Work so that trenches across easements shall not be left open during weekends or holidays and trenches shall not be open for more than 48 hours. B. Structures. The Contractor shall remove such existing structures as may be necessary for the performance of the Work and, if required, shall rebuild the structures thus removed in as good a condition as found. He shall also repair all existing structures that may be damaged as a result of ' the Work under this contract. C. Easements, cultivated areas and other surface improvements. All cultivated areas, either agricultural or lawns, and other surface improvements which are damaged by actions of the Contractor shall be restored as nearly as possible to their original condition. Prior to excavation on an easement or private right-of-way, the Contractor shall strip topsoil from the trench or construction area and stockpile it in such a manner that it may be replaced by him, upon completion of construction. Ornamental trees and shrubbery shall be carefully removed with the earth surrounding their roots wrapped in burlap and replanted in their original positions within 48 hours. All shrubbery or trees destroyed or damaged, shall be replaced by the Contractor with material , of equal quality at no additional cost to the Contracting Agency. In the event that it is necessary to trench through any lawn area, the sod shall be carefully cut and rolled and replaced after the trenches have been backfilled. The lawn area shall be cleaned by sweeping or other means, of , all earth and debris. The Contractor shall use rubber wheel equipment similar to the small tractor -type backhoes I 20 1 1 05/2015 �. used by side sewer contractors for all Work, including excavation and backfill, on easements or rights -of -way, which have lawn areas. All fences, markers, mailboxes, or other .temporary obstacles shall be removed by the Contractor and immediately replace, after the trench is backfilled, in their original position. The Contractor shall notify the Contracting Agency and Property Owner at least 24 hours in advance of any Work done on easements or rights -of -way. Damage to existing structures outside of easement areas that may result from dewatering and/or other construction activity under this contract shall be restored to their original condition or better. The original condition shall be established by photographs taken and/or inspection made prior to construction. All such Work shall be done to the satisfaction of the Property Owners and the Contracting Agency at the expense of the Contractor. D. Streets. The Contractor will assume all responsibility of restoration of the surface of all streets (traveled ways) used by him if damaged. In the event the Contractor does not have labor or material immediately available to make necessary repairs, the Contractor shall so inform the Contracting Agency. The Contracting Agency will make the necessary repairs and the cost of such repairs shall be paid by the Contractor. The Contractor is responsible for identifying and documenting any damage that is pre-existing or caused by others. Restoration of excavation in City streets shall be done in accordance with the City of Renton Trench Restoration Requirements, which is available at the Public Works Department Customer Services counter on the 6th floor, Renton City Hall, 1055 South Grady Way. 1-07.16(4) Archaeological and Historical Objects Section 1-07.16(4) is supplemented by adding the following: The Contractor shall comply with the Inadvertent Archaeological and Historic Resources Discovery Plan provided in Appendix D at the end of these Special Provisions should archaeological or historical objects, and/or human remains be encountered during construction. 1-07.17 Utilities and Similar Facilities Section 1-07.17 is supplemented by adding: ' Existing utilities indicated in the Plans have been plotted from the best information available to the Engineer. Information and data shown or indicated in the Contract Documents with respect to existing underground utilities or services at or contiguous to the project site are based on information and data furnished to the Owner and the Engineer by owners of such underground facilities or others, and the Owner and the Engineer do not assume responsibility for the accuracy or completeness thereof. It is to be understood that other aboveground or underground facilities not shown in the Plans may be encountered during the course of the Work. All utility valves, manholes, vaults, or pull boxes which are buried shall be conspicuously marked in a fashion acceptable to the Owner and the Engineer by the Contractor to allow their location to be determined by the Engineer or utility personnel under adverse conditions, (inclement weather or darkness). Where underground main distribution conduits, such as water, gas, sewer, electric power, or telephone, are shown on the Plans, the Contractor, for the purpose of preparing his bid, shall assume that every property parcel will be served by a service connection for each type of utility. The Contractor shall check with the utility companies concerning any possible conflict prior to commencing excavation in any area. The Contractor shall resolve all crossing and clearance problems with the utility company concerned. No excavation shall begin until all known facilities, in the vicinity of the excavation area, have been located and marked. 1 21 05/2015 1 In addition to the Contractor having all utilities field marked before starting Work, the Contractor shall have all utilities field marked after they are relocated in conjunction with this project. Call Before You Dig The 48-Hour Locators 1-800-424-5555 At least 2 and not more than 10 working days prior to commencing any excavations for utility potholing or for any other purpose under this Contract, the Contractor shall notify the Underground Utilities Location Center by telephone of the planned excavation and progress schedule. The Contractor is also warned that there may be utilities on the project that are not part of the One Call system. They must be contacted directly by the Contractor for locations. The Contractor shall make arrangements 48 hours in advance with respective utility owners to have a representative present when their utility is exposed or modified, if the utility chooses to do so. Existing utilities for telephone, power, gas, water, and television cable facilities shall be adjusted or relocated by the appropriate utility company unless otherwise noted in the Plans. These adjustments may be completed before the Contractor begins Work, or may be performed in conjunction with the Contract Work. The Contractor shall be entirely responsible for coordination with the utility companies and arranging for the movement or adjustment, either temporary or permanent, of their facilities within the project limits. See also Section 1-05.14 of these Special Provisions. , If.or when utility conflicts occur, the Contractor shall continue the construction process on other aspects of the project whenever possible. No additional compensation will be made to the Contractor for reason of delay caused by the actions of any utility company, and the Contractor shall consider such costs to be incidental to the other items of the Contract. Utility Potholing Potholing may be included as a bid item for use in determining the location of existing utilities in advance of the Contractor's operations. If potholing is not included as a bid item then it shall be considered incidental to other Work. The Contractor shall submit all potholing requests to the Engineer for approval, at least 2 working days before potholing is scheduled. Additionally, the Contractor shall provide ' potholing at the Engineer's request. In no way shall the Work described under Utility Potholing relieve the Contractor of any of the responsibilities described in Section 1-07.17 of the Standard Specifications and Special Provisions, and elsewhere in the Contract Documents. 1-07.17(1) Interruption of Services Section 1-07.17(1) is a new section: Whenever in the course of the construction operation it becomes necessary to cause an outage of , utilities, it shall be the Contractor's responsibility to notify the affected users and the Engineer not less than 48 hours in advance of such outage. The Contractor shall make reasonable effort to minimize the duration of outages, and shall estimate the length of time service will be interrupted and so notify the users. In the case of any utility outage that has exceeded or will exceed four hours, user contact shall again be made. Temporary service, if needed, will be arranged by the Contractor at no cost to the Owner. Overhead lighting outages shall not exceed 24 hours. All cost to the Contractor for providing temporary , overhead lighting to meet above requirements shall be incidental to the various unit and Lump sum items of the Contract; no separate payment will be made. 1-07.18 Public Liability and Property Damage Insurance Section 1-07.18 is deleted replaced by the following new section and subsections: 22 1 I t I 11 05/2015 1-07.18(1) General The Contractor shall obtain and maintain in full force and effect, from the Contract Execution Date to the Completion Date, public liability and property damage insurance with an insurance company(ies) or through sources approved by the State Insurance Commissioner pursuant to RCW 48. The Contractor shall not begin work under the Contract until the required insurance has been obtained and approved by the Contracting Agency. Insurance shall provide coverage to the Contractor, all subcontractors, Contracting Agency and the Contracting Agency's consultant. The coverage shall protect against claims for bodily injuries, personal injuries, including accidental death, as well as claims for property damages which may arise from any act or omission of the Contractor or the subcontractor, or by anyone directly or indirectly employed by either of them. If warranted work is required the Contractor shall provide the City proof that insurance coverage and limits established under the term of the Contract for work are in full force and effect during the period of warranty work. The Contracting Agency may request a copy of the actual declaration pages(s) for each insurance policy effecting coverage(s) required on the Contract prior to the date work commences. Failure of the Contractor to fully comply during the term of the Contract with the requirements described herein will be considered a material breach of contract and shall be caused for immediate termination of the Contract at the option of the Contracting Agency. All costs for insurance shall be incidental to and included in the unit or Lump Sum prices of the contract and no additional payment will be made. 1-07.18(2) Coverages All coverage provided by the Contractor shall be in a form and underwritten by a company acceptable to the Contracting Agency. The City requires that all insurers: 1. Be licensed to do business within the State of Washington. 2. Coverage to be on an "occurrence" basis (Professional Liability and Pollution coverage are acceptable when written on a claims -made basis). The City may also require proof of professional liability coverage be provided for up to two (2) years after the completion of the project. 3. The City may request a copy of the actual declaration page(s) for each insurance policy affecting coverage(s) required by the Contract prior to the date work commences. 4. Possess a minimum A.M. best rating of AVII (A rating of A XII or better is preferred.) If any insurance carrier possesses a rating of less than AVII, the City may make an exception. The City reserves the right to approve the security of the insurance coverage provided by the insurance company(ies), terms, conditions, and the Certificate of Insurance. Failure of the Contractor to fully comply during the term of the Contract with these requirements will be considered a material breach of contract and shall be cause for immediate termination of the contract at the option of the City. The Contractor shall obtain and maintain the minimum insurance coverage set forth below. By requiring such minimum insurance, the City of Renton shall not be deemed or construed to have assessed the risks that may be applicable to the Contractor. The Contractor shall assess its own risks and if it deems appropriate and/or prudent, maintain higher limits and/or broader coverage. Coverage shall include: 23 05/2015 A. Commercial General Liability - ISO 1993 Form or equivalent. Coverage will be written on an occurrence basis and include: • Premises and Operations (including CG2503; General Aggregate to apply per project, if applicable) • Explosion, Collapse, and Underground Hazards. • Products/Completed Operations • Contractual Liability (including Amendatory Endorsement CG 0043 or equivalent which includes defense coverage assumed under contract) • Broad Form Property Damage • Independent Contractors • Personal/Advertising Injury • Stop Gap Liability B. Automobile Liability including all • Owned Vehicles • Non -Owned Vehicles • Hired Vehicles C. Workers' Compensation • Statutory Benefits (Coverage A) -Show Washington Labor & Industries Number D. Umbrella Liability (when necessary) • Excess of Commercial General Liability and Automobile Liability. Coverage should be as broad as primary. E. Professional Liability - (whenever the work under this Contract includes Professional Liability, including Advertising activities) the (CONTRACTOR) shall maintain professional liability covering wrongful acts, errors and/or omissions of the (CONTRACTOR) for damage sustained by reason of or in the course of operations under this Contract. F. Pollution Liability - the City may require this coverage whenever work under this Contract involves pollution risk to the environment. This coverage is to include sudden and gradual coverage for third party liability including defense costs and completed operations. Contractor shall name City of Renton, and its officers, officials, agents, employees and volunteers, and Burlington Northern Santa Fe, LLC per Section 13.6.9 of the BNSF Temporary Occupancy Permit as Additional Insured (ISO Form CG 2010 or equivalent). The Contractor shall provide City of Renton Certificates of Insurance prior to commencement of work. The City reserves the right to request copies of insurance policies, if at their sole discretion it is deemed appropriate. Further, all policies of insurance described above shall: A. Be on a primary basis not contributory with any other insurance coverage and/or self- insurance carried by City of Renton. B. Include a Waiver of Subrogation Clause. C. Severability of Interest Clause (Cross Liability) D. The Contractor shall provide the Contracting Agency and all Additional Insured's with written notice of any policy cancellation, within two business days of their receipt of such notice. E. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days notice to the Contractor to correct the breach, immediately terminate the contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. 1-07.18(3) Limits LIMITS REQUIRED Providing coverage in these stated amounts shall not be construed to relieve the Contractor from liability in excess of such limits. The Contractor shall carry the following limits of liability as required below: 24 05/2015 11 F1 Commercial General Liability General Aggregate* $2,000,000 ** Products/Completed Operations Aggregate $2,000,000 ** Each Occurrence Limit $1,000,000 Personal/Advertising Injury $1,000,000 Fire Damage (Any One Fire) $50,000 Medical Payments (Any One Person) $5,000 Stop Gap Liability $1,000,000 * General Aggregate to apply per project (ISO Form CG2503 or equivalent) **Amount may vary based on project risk Automobile Liability Bodily Injury/Property Damage $1,000,000 (Each Accident) Workers' Compensation Statutory Benefits - Coverage A Variable (Show Washington Labor and Industries Number) Umbrella Liability Each Occurrence Limit $1,000,000 General Aggregate Limit $1,000,000 Products/Completed Operations Aggregate $1,000,000 Professional Liability (If required) Each Occurrence/ Incident/Claim $1,000,000 Aggregate $2,000,000 Pollution Liability (If required) to apply on a per project basis Per Loss $1,000,000 Aggregate $1,000,000 The City may require the Contractor to keep professional liability coverage in effect for up to two (2) years after completion of the project. The Contractor shall promptly advise the CITY OF RENTON in the event any general aggregates are reduced for any reason, and shall reinstate the aggregate at the Contractor's expense to comply with the minimum limits and requirements as stated above and shall furnish to the CITY OF RENTON a new certificate of insurance showing such coverage is in force. 1-07.18(4) Evidence of Insurance Within 20 days of award of the Contract, the Contractor shall provide evidence of insurance by submitting to the Contracting Agency the Certificate of Insurance (ACORD Form 25s or equivalent) conforming to items as specified in Sections 1-07.18(1), 1-07.18(2), and 1-07.18(3) as revised above. 1-07.22 Use of Explosives Section 1-07.22 is supplemented by the following: (******) Explosives shall not be used without specific authority of the Engineer, and then only under such restrictions as may be required by the proper authorities. Explosives shall be handled and used in strict compliance with WAC 296-52 and such local laws, rules and regulations that may apply. The individual in charge of the blasting shall have a current Washington State Blaster Users License. The Contractor shall obtain, comply with, and pay for such permits and costs as are necessary in conjunction with blasting operations. 1 25 05/2015 1-07.23 Public Convenience and Safety 1-07.23(1) Construction Under Traffic Revise the second paragraph to read: To disrupt public traffic as little as possible, the Contractor shall permit traffic to pass through the Work with the least possible inconvenience or delay. The Contractor shall maintain existing roads, streets, sidewalks, driveways, and paths within the project limits, keeping them open, and in good, clean, safe condition at all times. Deficiencies caused by the Contractor's operations shall be repaired at the Contractor's expense. Deficiencies not caused by the Contractor's operations shall be repaired by the Contractor when directed by the Engineer, at the Contracting Agency's expense. The Contractor shall also maintain roads, streets, sidewalks, driveways, and paths adjacent to the project limits when affected by the Contractor's operations. Snow and ice control will be performed by the Contracting Agency on all projects. Cleanup of snow and ice control debris will be at the Contracting Agency's expense. The Contractor shall perform the following: 1. Remove or repair any condition resulting from the Work that might impede traffic or create a hazard. 2. Keep existing traffic signal and highway lighting systems in operation as the Work proceeds. (The Contracting Agency will continue the route maintenance on such system.) 3. Maintain the striping on the roadway at the Contracting Agency's expense. The Contractor shall be responsible for scheduling when to renew striping, subject to the approval of the Engineer. When the scope of the project does not require Work on the roadway, the Contracting Agency will be responsible for maintaining the striping. 4. Maintain existing permanent signing. Repair of signs will be at the Contracting Agency's expense, except those damaged due to the Contractor's operations. 5. Keep drainage structures clean to allow for free flow of water. Cleaning of existing drainage structures will be at the Contracting Agency's expense when approved by the Engineer, except when flow is impaired due to the Contractor's operations. Section 1-07.23(1) is supplemented by adding the following: The Contractor shall be responsible for controlling dust and mud within the project limits and on any street, which is utilized by his equipment for the duration of the project. The Contractor shall be prepared to use watering trucks, power sweepers, and other pieces of equipment as deemed necessary by the Engineer, to avoid creating a nuisance. Dust and mud control shall be considered as incidental to the project, and no compensation will be made for this section. Complaints of dust, mud, or unsafe practices and/or property damage to private ownership will be transmitted to the Contractor and prompt action in correcting them will be required by the Contractor. The Contractor shall maintain the roads during construction in a suitable condition to minimize affects to vehicular and pedestrian traffic. All cost to maintain the roads shall be borne by the Contractor. At least one-way traffic shall be maintained on all cross -streets within the project limits during working hours. One lane shall be provided in each direction for all streets during non -working hours. The Contractor shall provide one drivable roadway lane and maintain convenient access for local and commuter traffic to driveways, businesses, and buildings along the line of Work throughout the course of the project. Such access shall be maintained as near as possible to that which existed prior to the commencement of construction. This restriction shall not apply to the paving portion of the construction process. 26 05/2015 The Contractor shall notify and coordinate with all property owners and tenants of street closures, or other restrictions which may interfere with their access at least 24 hours in advance for single-family residential property, and at least 48 hours in advance for apartments, offices, and commercial property. The Contractor shall give a copy of all notices to the Engineer. When the abutting owners' access across the right-of-way line is to be eliminated and replaced under the Contract by other access, the existing access shall not be closed until the replacement access facility is available. All unattended excavations shall be properly barricaded and covered at all times. The Contractor shall not open any trenches that cannot be completed and refilled that same day. Trenches shall be patched or covered by a temporary steel plate, at the Contractor's expense, except in areas where the roadway remains closed to public traffic. Steel plates must be anchored. 1-07.23(2) Construction and Maintenance of Detours Revise the first paragraph to read: Unless otherwise approved, the Contractor shall maintain two-way traffic during construction. The Contractor shall build, maintain in a safe condition, keep open to traffic, and remove when no longer needed: Detours and detour bridges that will accommodate traffic diverted from the roadway, bridge, sidewalk, driveway, or path during construction, Detour crossings of intersecting highway, and 3. Temporary approaches. 1-07.24 Rights -of -Way Delete this section in its entirety, and replace it with the following: Street right-of-way lines, limits of easements, and limits of construction permits are indicated on the Drawings. The Contractor's construction activities shall be confined within these limits unless arrangements for use of private property are made Generally, the Contracting Agency will have obtained, prior to bid opening, all rights -of -way and easements, both permanent and temporary, necessary for carrying out the completion of the Work. Exceptions to this are noted in the Contract Documents or brought to the Contractor's attention by a duly issued addendum. Whenever any of the Work is accomplished on or through property other than public right-of-way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements are included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. Whenever easements or rights -of -entry have not been acquired prior to advertising, these areas are so noted on the Drawings. The Contractor shall not proceed with any portion of the Work in areas where right-of-way, easements, or rights -of -entry have not been acquired until the Engineer certifies to the Contractor that the right-of-way or easement is available or that the right -of -entry had been received. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry of right-of-way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. 1 27 05/2015 1 Each property owner shall be given 48 hours notice prior to entry by the Contactor. This includes entry , onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing, without expense or liability of the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the Work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this Contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. 1-07.28 Confined Space Entry Section 1-07.28 is new: The Contractor shall: ' 1. Review and be familiar with the City's Public Works Confined Space Entry Program. 2. Review documented information about the City confined spaces in which entry is intended as listed and described in the City's Attribute and Map Book. This information includes identified hazards for each permit -required confined space. 3. Each contractor shall have their own confined space entry program. Upon request of the City they will provide a statement confirming they are in compliance with their confined space entry program including requirements for confined space training for employees associated with the project in Renton. 4. Be responsible for following all confined space requirements established by the provisions in WAC 296-809 and its chapters. 5. Coordinate entry operations with the City of Renton when employees from the contractor will be working in or near City confined spaces. 6. Discuss entry operations with the City of Renton including the program followed during confined space entry. 7. Debrief the City on any hazards confronted or created at the completion of entry operations. 8. Place signs stating, "Danger, Follow Confined Space Entry Procedure before Entering" at each confined space to be entered. Never leave the confined space open and unattended. The contractor's or consultant's point of contact with the City in regard to confined space entry will be the City's assigned construction inspector. 28 1 i! 05/2015 I I I 1-08 PROSECUTION AND PROGRESS 1-08.0 Preliminary Matters Section 1-08.0 is a new section with subsection: 1-08.0(1) Preconstruction Conference Section 1-08.0(1) is a new subsection: The Engineer will furnish the Contractor with copies of the Contract Documents per Section 1-02.2 "Plans and Specifications". Additional documents may be furnished upon request at the cost of reproduction. Prior to undertaking each part of the Work the Contractor shall carefully study and compare the Contract Documents, and check and verify pertinent figures shown therein and all applicable field measurements. The Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy, which the Contractor may discover. After the Contract has been executed, but prior to the Contractor beginning the Work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. The Contractor shall prepare and submit at the preconstruction meeting: 4 Contractor's plan of operation and progress schedule (3+ copies) 4 Approval of qualified subcontractors (bring list of subcontractors if different from list submitted with bid) 4 List of materials fabricated or manufactured off the project 4 Material sources on the project 4 Names of principal suppliers 4 Detailed equipment list, including "Rental Rate Blue Book" hourly costs (both working and standby rates) 4 Weighted wage rates for all employee classifications anticipated to be used on Project 4 Cost percentage breakdown for lump sum bid item(s) 4 Shop Drawings (bring preliminary list) -* Traffic Control Plans (3+ copies) 4 Temporary Water Pollution/Erosion Control Plan In addition, the Contractor shall be prepared to address: Bonds and insurance Project meetings — schedule and responsibilities Provision for inspection for materials from outside sources Responsibility for locating utilities Responsibility for damage Time schedule for relocations, if by other than the Contractor Compliance with Contract Documents Acceptance and approval of Work Labor compliance, payrolls, and certifications Safety regulations for the Contractors' and the Owner's employees and representatives Suspension of Work, time extensions Change order procedures Progress estimates, procedures for payment Special requirements of funding agencies Construction engineering, advance notice of special Work Any interpretation of the Contract Documents requested by the Contractor Any conflicts or omissions in Contract Documents Any other problems or questions concerning the Work Processing and administration of public complaints Easements and rights -of -entry Other contracts 29 05/2015 1 [I The franchise utilities may be present at the preconstruction conference, and the Contractor should be prepared for their review and discussion of progress schedule and coordination. 1-08.0(2) Hours of Work Section 1-08.0(2) is a new subsection: Except in the case of emergency or unless otherwise approved by the Contracting Agency, the normal straight time working hours for the Contract shall be any consecutive 8-hour period between 7:00 a.m. and 5:00 p.m. of a working day with a maximum 1-hour lunch break and a 5-day Work week. The normal straight time 8-hour working period for the Contract shall be established at the preconstruction conference or prior to the Contractor commencing the Work. If a Contractor desires to perform Work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 5:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to Work such times. Permission to Work longer than an 8-hour period between 7:00 a.m. and 5:00 p.m. is not required. Such requests shall be submitted to the Engineer no later than noon on the working day prior to the day for which the Contractor is requesting permission to Work. Permission to Work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 7:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue Work during these hours may be revoked at any time the Contractor exceeds the Contracting Agency's noise control regulations or complaints are received from the public or adjoining property owners regarding the noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons. Permission to Work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours Monday through Friday may be given subject to certain other conditions set forth by the Contracting Agency or the Engineer. These conditions may include but are not limited to: requiring the Engineer or such assistants as the Engineer may deem necessary to be present during the Work; requiring the Contractor to reimburse the Contracting Agency for the cost of engineering salaries paid Contracting Agency employees who worked during such times; considering the Work performed on Saturdays, Sundays, and holidays as working days with regards to the Contract Time; and considering multiple Work shifts as multiple working days with respect to Contract Time even though the multiple shifts occur in a single 24-hour period. Assistants may include, but are not limited to, survey crews; personnel from the material testing labs; inspectors; and other Contracting Agency employees when in the opinion of the Engineer such Work necessitates their presence. Work required to be completed on Saturdays and/or Sundays or a specific day of the week within the hours of work specified as noted on the Plans or in Special Provisions Section 1-08.13 shall not be subject to the provisions of normal work hours and permissions as discussed above. In these cases, the normal straight time working period for the Contract shall be established at the preconstruction conference or prior to the Contractor commencing the Work. Permission to Work outside the specified weekend work period shall be subject to the normal work hours and permission provisions discussed above. 1-08.0(3) Reimbursement for Overtime Work of Contracting Agency Employees Section 1-08.0(3) is a new subsection: Where the Contractor elects to Work on a Saturday, Sunday, holiday, or longer than an 8-hour Work shift on a regular working day, as defined in the Standard Specifications, such Work shall be considered as overtime Work. On all such overtime Work an inspector will be present, and a survey crew may be required at the discretion of the Engineer. The Contractor shall reimburse the Contracting Agency for the full amount of the straight time plus overtime costs for employees and representative(s) of the Contracting Agency required to Work overtime hours. The Contractor by these Specifications does hereby authorize the Engineer to deduct such costs from the 30 1 05/2015 amount due or to become due the Contractor. Work required to be completed on Saturdays and/or Sundays or a specific day of the week within the hours of work specified as noted on the Plans or in Special Provisions Section 1-08.13 shall not be subject to the provisions of overtime Work as discussed above. 1-08.1 Subcontracting Revise the second paragraph to read: The Contractor shall not subcontract Work unless the Engineer approves in writing. Each request to subcontract shall be on the form the Engineer provides. If the Engineer requests, the Contractor shall provide proof that subcontractor has the experience, ability, and equipment the Work requires. The Contractor shall require each subcontractor to comply with Section 1-07.9 and to furnish all certificates and statements required by the Contract. The Contractor shall require each subcontractor of every tier to meet the responsibility criteria stated in RCW 39.06, and shall include these requirements in every subcontract of every tier. Section 1-08.1 is supplemented as follows: Written requests for change in subcontractors shall be submitted by the Contractor to the Engineer at least 7 calendar days prior to start of a subcontractor's Work. The Contractor agrees that he/she is fully responsible to the Owner for the acts and omissions of all subcontractors and lower -tier subcontractors, and persons either directly or indirectly employed by the subcontractors, as well as for the acts and omissions of persons directly employed by the Contractor. The Contractor shall be required to give personal attention to the Work that is sublet. Nothing contained in the Contract Documents shall create any contractual relation between any subcontractor and the Owner. The Contractor shall be responsible for making sure all subcontractors submit all required documentation, forms, etc. 1-08.2 Assignment The second paragraph of Section 1-08.2 is modified as follows: The Contractor shall not assign any moneys due or to become due to the Contractor hereunder without the prior written consent of the Owner. The assignment, if approved, shall be subject to all setoffs, withholdings, and deductions required by law and the Contract. 1-08.3 Progress Schedule Section 1-08.3 is supplemented as follows: The progress schedule for the entire project shall be submitted 7 calendar days prior to the Preconstruction Conference. The schedule shall be prepared using the critical path method (CPM), preferably using Microsoft Project or equivalent software. The schedule shall contain this information, at a minimum: 1. Construction activities, in sufficient detail that all activities necessary to construct a complete and functional project are considered. Any activity that has a scheduled duration exceeding 30 calendar days shall be subdivided until no sub -element has a duration exceeding 30 calendar days. The schedule shall clearly indicate the activities that comprise the critical path. For each activity not on the critical path, the schedule shall show the float, or slack, time. 2. Procurement of material and equipment. 31 05/2015 3. Submittals requiring review by the Engineer. Submittal by the Contractor and review by the Engineer shall be shown as separate activities. 4. Work to be performed by a subcontractor, agent, or any third party. 5. Allowances for delays that could result from normal inclement weather (time extensions due to inclement weather will not be allowed). 6. Allowances for the time required by utilities (Owner's and others) to locate, monitor, and adjust their facilities as required. The Engineer may request the Contractor to alter the progress schedule when deemed necessary in the opinion of the Engineer, in the interest of public safety and welfare of the Owner, or for coordination with any other activity of other contractors, the availability of all or portions of the job site, or special provisions of this Contract, or to reasonably meet the completion date of the project. The Contractor shall provide such revised schedule within 10 days of request. If, at any time, in the opinion of the Engineer, the progress of construction falls significantly behind schedule, the Contractor may be required to submit a plan for regaining progress and a revised schedule indicating how the remaining Work items will be completed within the authorized contract time. The Contractor shall promptly report to the Engineer any conditions that the Contractor feels will require revision of the schedule and shall promptly submit proposed revisions in the progress schedule for acceptance by the Engineer. When such changes are accepted by the Engineer, the revised schedule shall be followed by the Contractor. Weekly Schedule. The Contractor shall submit a weekly progress schedule to the Engineer which sets forth specific Work to be performed the following week, and a tentative schedule for the second week. Failure to Maintain Progress Schedule. The Engineer will check actual progress of the Work against the progress schedule a minimum of two times per month. Failure, without just cause, to maintain progress in accordance with the approved schedule shall constitute a breach of Contract. If, through no fault of the Contractor, the proposed construction schedule cannot be met, the Engineer will require the Contractor to submit a revised schedule to the Engineer for acceptance. The approved revisions will thereafter, in all respects, apply in lieu of the original schedule. Failure of the Contractor to follow the progress schedule submitted and accepted, including revisions thereof, shall relieve the Owner of any and all responsibility for furnishing and making available all or any portion of the job site, and will relieve the Owner of any responsibility for delays to the Contractor in the performance of the Work. The cost of preparing the progress schedule, any supplementary progress schedules, and weekly schedules shall be considered incidental to the Contract and no other compensation shall be made. 1-08.4 Notice to Proceed and Prosecution of the Work Section 1-08.4 is replaced with the following: Notice to Proceed will be given after the Contract has been executed and the Contract bond and evidence of insurances have been approved and filed by the Owner. The Contractor shall not commence the Work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the project site within ten days of the Notice to Proceed date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the Work. There shall be no voluntary shutdowns or slowing of operations by the Contractor without prior approval of the Engineer. Such approval shall not relieve the Contractor from the contractual obligation to complete the Work within the prescribed Contract Time. 1-08.5 Time For Completion The first five paragraphs of Section 1-08.5 are deleted and replaced with the following: 32 05/2015 I The Work shall be physically completed in its entirety within the time specified in the Contract Documents or as extended by the Engineer. The Contract Time will be stated in "working days", shall begin on the Notice To Proceed date, or the date identified in the Notice to Proceed as "the first working day", and shall end on the Contract Completion date. A non -working day is defined as a Saturday, a Sunday, a day on which the Contract specifically suspends Work, or one of these holidays: January 1, third Monday of January, Memorial Day, July 4, Labor Day, November 11, Thanksgiving Day, the day after Thanksgiving, and Christmas Day. The day before Christmas shall be a holiday when Christmas Day occurs on a Tuesday or Friday. The day after Christmas shall be a holiday when Christmas Day occurs on a Monday, Wednesday, or Thursday. When Christmas Day occurs on a Saturday, the two preceding working days shall be observed as holidays. When Christmas day occurs on a Sunday, the two working days following shall be observed as holidays. When holidays other than Christmas fall on a Saturday, the preceding Friday will be counted as a non -working day and when they fall on a Sunday the following Monday will be counted as a non -working day. The Contract Time has been established to allow for periods of normal inclement weather that, from historical records, is to be expected during the Contract Time, and during which periods, Work is anticipated to be performed. Each successive working day, beginning with the Notice to Proceed date and ending with the Physical Completion date, shall be charged to the Contract Time as it occurs except a day, or part of a day, which is designated a non -working day or an Engineer determined unworkable day. The Engineer will furnish the Contractor a weekly report showing (1) the number of working days charged against the Contract Time for the preceding week; (2) the Contract Time in working days; (3) the number of working days remaining in the Contract Time; (4) the number of non -working days; and (5) any partial or whole days the Engineer declared unworkable the previous week. This weekly report will be correlated with the Contractor's current approved progress schedule. If the Contractor elects to work 10 hours a day and 4 days a week (a 4-10 schedule), and the fifth day of the week in which a 4-10 shift is worked would ordinarily be charged as a working day, then the fifth day of that week will be charged as a working day whether or not the Contractor works on that day. The Contractor will be allowed 10 calendar days from the date of each report in which to file a written protest of an alleged discrepancy in the Contract Time as reported. Otherwise, the report will be deemed to have been accepted by the Contractor as correct. The requirements for scheduling the Final Inspection and establishing the Substantial Completion, Physical Completion, and Completion Dates are specified in Sections 1-05.11 and 1-05.12. Revise the seventh paragraph to read: The Engineer will give the Contractor written notice of the completion date of the Contract after all the Contractor's obligations under the Contract have been performed by the Contractor. The following events must occur before the Completion Date can be established: 1. The physical Work on the project must be complete; and 2. The Contractor must furnish all documentation required by the Contract and required by law, to allow the Contracting Agency to process final acceptance of the Contract. The following documents must be received by the Project Engineer prior to establishing a completion date: a. Certified Payrolls (Federal -aid Projects) b. Material Acceptance Certification Documents c. Annual Report of Amounts Paid as MBE/WBE Participants or Quarterly Report of Amounts Credited as DBE Participation, as required by the Contract Provisions. d. FHWA 47 (Federal -aid Projects) e. Final Contract Voucher Certification f. Property owner releases oer Section 1-07.24 1 33 05/2015 1, Section 1-08.5 is supplemented as follows: Within 10 calendar days after execution of the Contract by the Contracting Agency, the Contractor shall provide the Contracting Agency with copies of purchase orders for all equipment items deemed critical by the Contracting Agency, including but not limited to signal controller materials, lighting standards, and signal standards required for the physical completion of the Contract. Such purchase orders shall disclose the estimated delivery dates for the equipment. All items of Work that can be performed without delivery of the critical items shall start and be completed as soon as possible. At that time, the Engineer may suspend the Work upon request of the Contractor until the critical items are delivered to the Contractor, if the Contracting Agency received a purchase order within 10 calendar days after execution of the Contract by the Contracting Agency. The Contractor will be entitled to only one such suspension of time during the performance of the Work and during such suspension shall not perform any additional Work on the project. Upon delivery of the critical items, contract time will resume and continue to be charged in accordance with Section 1-08. 1-08.6 Suspension of Work Section 1-08.6 is supplemented as follows: Owner may at any time suspend the Work, or any part thereof, by giving notice to the Contractor in writing. The Work shall be resumed by the Contractor within 14 calendar days after the date fixed in the written notice from the Owner to the Contractor to do so. The Contractor shall not suspend Work under the Contract without the written order of the Owner. If it has been determined that the Contractor is entitled to an extension of time, the amount of such extension shall be only to compensate for direct delays, and shall be based upon the Contractor's diligently pursuing the Work at a rate not less than that which would have been necessary to complete the original Contract Work on time. 1-08.7 Maintenance During Suspension Revise the second paragraph to read: At no expense to the Contracting Agency, the Contractor shall provide through the construction area a safe, smooth, and unobstructed roadway, sidewalk, driveway, and path for public use during suspension (as required in Section 1-07.23 or the Special Provisions). This may include a temporary road or detour. 1-08.9 Liquidated Damages Section 1-08.9 is supplemented as follows: (******) In addition, the Contractor shall compensate the Owner for actual engineering inspection and supervision costs and any other expenses and legal fees incurred by the Owner as a result of such delay. Such labor costs will be billed to the Contractor at actual costs, including administrative overhead costs. In the event that the Owner is required to commence any lawsuit in order to enforce any provision of this Contract or to seek redress for any breach thereof, the Owner shall be entitled to recover its costs, including reasonable attorneys fees, from the Contractor. 34 05/2015 I 1-08.11 Contractor's Plant and Equipment Section 1-08.11 is a new Section: The Contractor alone shall at all times be responsible for the adequacy, efficiency, and sufficiency of his and his subcontractor's plant and equipment. The Owner shall have the right to make use of the Contractor's plant and equipment in the performance of any Work on the site of the Work. The use by the Owner of such plant and equipment shall be considered as extra Work and paid for accordingly. Neither the Owner nor the Engineer assumes any responsibility, at any time, for the security of the site from the time the Contractor's operations have commenced until final acceptance of the Work by the Engineer and the Owner. The Contractor shall employ such measures as additional fencing, barricades, and watchmen service, as he deems necessary for the public safety and for the protection of the site and his plant and equipment. The Owner will be provided keys for all fenced, secured areas. i 1-08.12 Attention to Work i Section 1-08.12 is a new section: The Contractor shall give his personal attention to and shall supervise the Work to the end that it shall be prosecuted faithfully, and when he is not personally present on the Work site, he shall at all times be represented by a competent superintendent who shall have full authority to execute the same, and to supply materials, tools, and labor without delay, and who shall be the legal representative of the Contractor. The Contractor shall be liable for the faithful observance of any instructions delivered to him or to his authorized representative. I 1 1-08.13 Construction Sequencing and Constraints Section 1-08.13 is a new section: Continuous operation of the City of Renton's facilities is of critical importance. The Contractor shall schedule and conduct activities to enable existing facilities to operate continuously, unless otherwise specified. The Contractor shall not proceed with work affecting a facility's operation without obtaining Engineer's advance approval of the need for, and duration of, such work. Where existing facilities are to be modified during the course of work, the Contractor shall obtain Engineer's review of submittals for temporary shutdown, demolition, modification, corrections between new and existing work, and other related work and shall conform to other Contract conditions as applicable. The Contractor shall be responsible for developing and implementing the sequence of the work. A general construction sequence is provided on the Plans for Contractor reference only. Prior to starting the work, confer with the Engineer and City's representative to develop a work schedule which will permit facilities to function normally as practical. It may be necessary to do certain parts of the construction work outside normal working hours in order to avoid undesirable conditions. The Contractor shall do this work at such times and at no additional cost to the Owner. Do not make connections between existing facilities and new work until necessary inspection and tests have been completed on the new work and it is found to conform in all respects to the requirements of the Contract Documents. Connection to existing services or utilities, or other work that requires temporary shutdown of any existing operations or utilities shall be planned in detail with appropriate scheduling of the work and coordinated with the City of Renton. The approved schedule for shutdown or restart shall be indicated on the Contractor's Progress Schedule, and advance notice shall be given in order that the City or Engineer may witness the shutdown, tie-in, and startup. 35 05/2015 Specific Work Constraints are as follows: 1. The following work shall only be performed on Saturdays and/or Sundays from lam to 8pm: i. All work in Sunset Boulevard N that requires closure or reroute of at least one lane of traffic. The following work shall only be performed on Fridays and/or Saturdays from 7am to 8pm: i. All work in BNSF right-of-way, including occupying BNSF right-of-way with construction equipment. This work shall be inclusive of installation and operation of any temporary sewer bypass pumping/systems required in Sunset Boulevard N or BNSF right-of-way to perform any project work. The Contractor shall note that it is anticipated that a large portion of the project work will require temporary sewer bypass pumping/systems in Sunset Boulevard N; therefore, a large portion of the overall project work is anticipated to require work on the weekends only. 2. All lanes of traffic shall be reopened at the end of each work day. 3. One lane of travel in each direction in Sunset Boulevard N shall be maintained during work hours. 4. The Contractor shall notify the BNSF Roadmaster, Daniel Baker at 2454 Occidental Ave S Street, Seattle, WA 98134, telephone (206) 625-6462, at least ten (10) business days prior to entering the BNSF Premises. In the event of emergency, the Contractor shall notify BNSF of entry on to the BNSF Premises at the telephone number above as soon as practicable and shall promptly thereafter follow up with written notice of such entry. The Contractor shall notify the City when the use of the BNSF Premises is complete. 5. The Contractor's work in BNSF right-of-way shall be limited to the area denoted as "BNSF Premises" on Drawing C-1. The Contractor shall not occupy BNSF right-of-way outside this area without prior approval from BNSF. 6. The Contractor and any subcontractors performing work in the BNSF Premises identified on the Plans shall complete the Safety -Training Program on the BNSF Website http://BNSFcontractor.com prior to commencing any work. The training must be completed no more than one year in advance of entry on the BNSF Premises. 7. The Contractor shall use only public roadways to cross from one side of the railroad tracks to the other. Crossing the railroad track in the BNSF Premises shown on the Plans with equipment is not allowed. 8. The Contractor shall not store any equipment or materials within the BNSF Premises or within 25 feet of railroad track centerline. Only equipment and materials that require temporary or permanent installation to perform the work will be allowed within this area. 9. Any and all work within 25 feet of the railroad track centerline requires a BNSF flagger onsite. Contractor shall pay for and schedule a BNSF flagger one month prior to construction activities. 10. CIPP work shall not begin until new SMH 1968 is installed and final connections are made. 11. All work shall comply with applicable permits obtained for the project. 1-09 MEASUREMENT AND PAYMENT 1-09.1 Measurement of Quantities Section 1-09.1 is supplemented by adding the following: Lump Sum. The percentage of lump sum Work completed, and payment will be based on the cost percentage breakdown of the lump sum bid price(s) submitted at the preconstruction conference. CM I 05/2015 I I The Contractor shall submit a breakdown of costs for each lump sum bid item. The breakdown shall list the items included in the lump sum together with a unit price of labor, materials, and equipment for each item. The summation of the detailed unit prices for each item shall add up to the lump sum bid. The unit price values may be used as a guideline for determining progress payments or deductions or additions in payment for ordered Work changes. Cubic Yard Quantities. The Contractor shall provide truck trip tickets for progress payments only in the following manner. Where items are specified to be paid by the cubic yard, the following tally system shall be used. All trucks to be employed on this Work will be measured to determine the volume of each truck. Each truck shall be clearly numbered, to the satisfaction of the Engineer, and there shall be no duplication of numbers. Duplicate tally tickets shall be prepared to accompany each truckload of material delivered on the project. All tickets received that do not contain the following information will not be processed for payment: 1 Truck number 2 Quantity and type of material delivered in cubic yards 3 Drivers name, date and time of delivery 4 Location of delivery, by street and stationing on each street 5 Place for the Engineer to acknowledge receipt 6 Pay item number 7 Contract number and/or name It will be the Contractor's responsibility to see that a ticket is given to the Engineer on the project for each truckload of material delivered. Pay quantities will be prepared on the basis of said tally tickets. Loads will be checked by the Engineer to verify quantity shown on ticket. Quantities by Ton. It will be the Contractor's responsibility to see that a certified weight ticket is given to the Inspector on the project at the time of delivery of materials for each,truckload delivered. Pay quantities will be prepared on the basis of said tally tickets, delivered to Inspector at time of delivery of materials. Tickets not receipted by Inspector will not be honored for payment. Each truck shall be clearly numbered to the satisfaction of the Engineer and there shall be no duplication of numbers. Duplicate tickets shall be prepared to accompany each truckload of material delivered to the project. All tickets received that do not contain the following information will not be processed for payment: 1. Truck number 2. Truck tare weight (stamped at source) 3. Gross truckload weight in tons (stamped at source) 4. Net load weight (stamped at source) 5. Driver's name, date, and time of delivery 6. Location for delivery by street and stationing on each street 7. Place for the Engineer to acknowledge receipt 8. Pay item number 9. Contract number and/or name 1-09.3 Scope of Payment Section 1-09.3 is supplemented by adding the following: The bid items listed in Section 1-09.14 will be the only items for which compensation will be made for the Work described in each section of the Standard Specifications when the Contractor performs the 37 05/2015 specified Work. Should a bid item be listed in a "Payment" clause but not in the Proposal Form, and Work for that item is performed by the Contractor and the Work is not stated as included in or incidental to a pay item in the Contract and is not Work that would be required to complete the intent of the Contract per Section 1-04.1, then payment for that Work will be made as for Extra Work pursuant to a Change Order. The words "Bid Item;' "Contract Item," and "Pay Item," and similar terms used throughout the Contract Documents are synonymous. If the "payment" clause in the Specifications relating to any unit bid item price in the Proposal Form requires that said unit bid item price cover and be considered compensation for certain Work or material essential to the item, then the Work or material will not be measured or paid for under any other unit bid item which may appear elsewhere in the Proposal Form or Specifications. Pluralized unit bid items appearing in these Specifications are changed to singular form. Payment for bid items listed or referenced in the "Payment" clause of any particular section of the Specifications shall be considered as including all of the Work required, specified, or described in that particular section. Payment items will generally be listed generically in the Specifications, and specifically in the bid form. When items are to be "furnished" under one payment item and "installed" under another payment item, such items shall be furnished FOB project site, or, if specified in the Special Provisions, delivered to a designated site. Materials to be "furnished," or "furnished and installed" under these conditions, shall be the responsibility of the Contractor with regard to storage until such items are incorporated into the Work or, if such items are not to be incorporated into the Work, delivered to the applicable Contracting Agency storage site when provided for in the Specifications. Payment for material "furnished," but not yet incorporated into the Work, may be made on monthly estimates to the extent allowed. 1-09.6 Force Account Section 1-09.6 is supplemented as follows: Owner has estimated and included in the proposal, dollar amounts for all items to be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of the Contractor's total bid. However, the Owner does not warrant expressly or by implication that the actual amount of Work will correspond with those estimates. Payment will be made on the basis of the amount of Work actually authorized by the Engineer. 1-09.7 Mobilization Section 1-09.7 is supplemented as follows: Mobilization shall also include, but not be limited to, the following items: the movement of Contractor's personnel, equipment, supplies, and incidentals to the project site; the establishment of an office, buildings, and other facilities necessary for Work on the project; providing sanitary facilities for the Contractor's personnel; and obtaining permits or licenses required to complete the project not furnished by the Owner. This item shall also include providing the Engineer and the Inspectors with access to telephone, facsimile machine, and copy machine during all hours the Contractor is working on the jobsite; and a table and chair for their use when needed. Payment will be made for the following bid item(s): "Mobilization & Demobilization," Lump Sum. I 38 ' 05/2015 1-09.9 Payments ' Delete the third paragraph and replace it with the following: Progress payments for completed Work and material on hand will be based upon progress estimates prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction ' meeting. The initial progress estimate will be made not later than 30 days after the Contractor commences the Work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the Work are tentative, and made only for the purpose of determining progress payment. The progress estimates are subject to change at any time prior to the calculation of the final payment. The value of the progress estimate will be the sum of the following: 1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of Work completed multiplied by the unit price. 2. Lump Sum Items in the Bid Form — the estimated percentage complete multiplied by the Bid ' Forms amount for each lump sum item, or per the schedule of values for that item. 3. Materials on Hand — 100 percent of invoiced cost of material delivered to job site or other storage area approved by the Engineer. ' 4. Change Orders — entitlement for approved extra cost or completed extra Work as determined by the Engineer. Progress payments will be made in accordance with the progress estimate less: 1. Retainage per Section 1-09.9(1); . ' 2. The amount of Progress Payments previously made; and 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. ' Progress payments for Work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any Work has been satisfactorily completed. Payments will be made by check or electronic transfer, issued by the Contracting Agency's fiscal officer, against the appropriate fund source for the project. Payments received on account of Work performed by a subcontractor are subject to the provisions of RCW 39.04.250. ' Section 1-09.9 is supplemented as follows: Applications for payment shall be itemized and supported to the extent required by the Engineer by ' receipts or other vouchers showing payment for materials and labor, payments to subcontractors, and other such evidence of the Contractor's right to payment as the Engineer may direct. The Contractor shall submit a progress report with each monthly request for a progress payment. The ' progress report shall indicate the estimated. percent complete for each activity listed on the progress schedule (see Section 1-08.3). 1-09.9(1) Retainage Section 1-09.9(1) is supplemented as follows: The retained amount shall be released as stated in the Standard Specifications if no claims have been 1 39 05/2015 filed against such funds as provided by law, and if the Owner has no unsatisfied claims against the Contractor. In the event claims are filed, the Owner shall withhold, until such claims are satisfied, a sum sufficient to satisfy all claims and to pay attorney's fees. In addition, the Owner shall withhold such amount as is required to satisfy any claims by the Owner against the Contractor, until such claims have been finally settled. Neither the final payment nor any part of the retained percentage shall become due until the Contractor, if requested, delivers to the Owner a complete release of all liens arising out of this Contract, or receipts in full in lieu thereof, and, if required in either case, an affidavit that so far as the Contractor has knowledge or information, the release and receipts include all labor and materials for which a lien could be filed: but the Contractor may, if any subcontractor refuses to furnish a release or receipt in full, furnish a bond satisfactorily to the Engineer to indemnify the Owner against the lien. If any lien remains unsatisfied after all payments are made, the Contractor shall reimburse to the Owner all monies that the latter may be compelled to pay in discharging such lien, including all costs and reasonable engineer's and attorney's fees. 1-09.9(2) Contracting Agency's Right to Withhold and Disburse Certain Amounts Section 1-09.9(2) is a new section: In addition to monies retained pursuant to RCW 60.28 and subject to RCW 39.04.250, RCW 39.12 and RCW 39.76, the Contractor authorizes the Engineer to withhold progress payments due or deduct an amount from any payment or payments due the Contractor which, in the Engineer's opinion, may be necessary to cover the Contracting Agency's costs for or to remedy the following situations: 1. Damage to another contractor when there is evidence thereof and a claim has been filed. 2. Where the Contractor has not paid fees or charges to public authorities of municipalities, which the Contractor is obligated to pay. 3. Utilizing material tested and inspected by the Engineer, for purposes not connected with the Work (Section 1-05.6). 4. Landscape damage assessments per Section 1-07.16. 5. For overtime Work performed by City personnel per Section 1-08.1(4). 6. Anticipated or actual failure of the Contractor to complete the Work on time: a. Per Section 1-08.9 Liquidated Damages; or b. Lack of construction progress based upon the Engineer's review of the Contractor's approved progress schedule, which indicates the Work will not be complete within the contract time. When calculating an anticipated time overrun, the Engineer will make allowances for weather delays, approved unavoidable delays, and suspensions of the Work. The amount withheld under this subparagraph will be based upon the liquidated damages amount per day set forth in Contract Documents multiplied by the number of days the Contractor's approved progress schedule, in the opinion of the Engineer, indicates the Contract may exceed the Contract Time. 7. Failure of the Contractor to perform any of the Contractor's other obligations under the Contract, including but not limited to: a. Failure of the Contractor to provide the Engineer with a field office when required by the Contract Provisions. b. Failure of the Contractor to protect survey stakes, markers, etc., or to provide adequate survey Work as required by Section 1-05.5. c. Failure of the Contractor to correct defective or unauthorized Work (Section 1-05.8). d. Failure of the Contractor to furnish a Manufacture's Certificate of Compliance in lieu of material testing and inspection as required by Section 1-06.3. 40 ' 05/2015 e. Failure to submit weekly payrolls, Intent to Pay Prevailing Wage forms, or correct underpayment to employees of the Contractor or subcontractor of any tier as required by ' Section 1-07.9. f. Failure of the Contractor to pay worker's benefits (Title 50 and Title 51 RCW) as required by Section 1-07.10. g. Failure of the Contractor to submit and obtain approval of a progress schedule per Section 1-08.3. The Contractor authorizes the Engineer to act as agent for the Contractor disbursing such funds as have been withheld pursuant to this Section to a party or parties who are entitled to payment. Disbursement of such funds, if the Engineer elects to do so will be made only after giving the Contractor 15 calendar I days prior written notice of the Contracting Agency's intent to do so, and if prior to the expiration of the 15-calendar day period, 1. No legal action has commenced to resolve the validity of the claims, and 2. The Contractor has not protested such disbursement. A proper accounting of all funds disbursed on behalf of the Contractor in accordance with this Section will be made. A payment made pursuant to this section shall be considered as payment made under the terms and conditions of the Contract. The Contracting Agency shall not be liable to the Contractor for ' such payment made in good faith. ' 1-09.9(3) Final Payment Section 1-09.9(2) is a new section: Upon Acceptance of the Work by the Contracting Agency, the final amount to be paid the Contactor will be calculated based upon a Final Progress Estimate made by the Engineer. Acceptance by the Contractor of the final payment shall be and shall operate as a release: ' 1. To the Contracting Agency of all claims and all liabilities of the Contractor, other than claims in stated amounts as may be specifically excepted in writing by the Contractor; 2. For all things done or furnished in connection with the Work; 3. For every act and neglect by the Contracting Agency; and 4. For all other claims and liability relating to or arising out of the Work. A payment (monthly, final, retainage, or otherwise) shall not release the Contractor or the Contractor's Surety from any obligation required under the terms of the Contract Documents or the Contract Bond; nor shall such payment constitute a waiver of the Contracting Agency's ability to investigate and act upon findings of non-compliance with the WMBE requirements of the Contract; nor shall such payment preclude the Contracting Agency from recovering damages, setting penalties, or obtaining such other remedies as may be permitted by law. Before the Work will be accepted by the Contracting Agency, the Contractor shall submit an affidavit, on the form provided by the Engineer, of amounts paid to certified disadvantaged (DB), minority (MBE) or women business enterprises (WBE) participating in the Work. Such affidavit shall certify the amounts ' paid to the DB, MBE or WBE subcontractors regardless of tier. On federally funded projects the Contractor may also be required to execute and furnish the Contracting Agency an affidavit certifying that the Contractor has not extended any loans, gratuity or gift and money pursuant to Section 1-07.19 of these Specifications. 41 05/2015 If the Contractor fails, refuses, or is unable to sign and return the Final Progress Estimate or any other documents required for the final acceptance of the Contract, the Contracting Agency reserves the right to establish a completion date and unilaterally accept the Contract. Unilateral acceptance will occur only after the Contractor has been provided the opportunity, by written request from the Engineer, to voluntarily submit such documents. If voluntary compliance is not achieved, formal notification of the impending unilateral acceptance will be provided by, certified letter from the Engineer to the Contractor that will provide 30 calendar days for the Contractor to submit the. necessary documents. The 30- calendar day deadline shall begin on the date of the postmark of the certified letter from the Engineer requesting the necessary documents. This reservation by the Contracting Agency to unilaterally accept the Contract will apply to contracts that are completed in accordance with Section 1-08.5 for contracts that are terminated in accordance with Section 1-08.10. Unilateral acceptance of the Contract by the Contracting Agency does not in any way relieve the Contractor of the provisions under contract or of the responsibility to comply with all laws, ordinances, and federal, state, and local regulations that affect the Contract. The date the Contracting Agency unilaterally signs the Final Progress Estimate constitutes the final acceptance date (Section 1-05.12). 1-09.11 Disputes and Claims 1-09.11(2) Claims Paragraph 5 is revised as follows: Failure to submit with the Final Application for Payment such information and details as described in this section for any claim shall operate as a waiver of the claims by the Contractor as provided in Section 1- 09.9. 1-09.11(3) Time Limitations and Jurisdiction Paragraph 1, Sentence 1 is revised as follows: ...such claims or causes of action shall be brought in the Superior Court of the county where the Work is performed. 1-09.13 Claims and Resolutions 1-09.13(3) Claims $250,000 or Less Delete this Section and replace it with the following: The Contractor and the Contracting Agency mutually agree that those claims that total $250,000 or less, submitted in accordance with Section 1-09.11 and not resolved by nonbonding ADR processes, shall be resolved through litigation, unless the parties mutually agree in writing to resolve the claim through binding arbitration. 1-09.13(3)A Administration of Arbitration Revise the third paragraph to read: The Contracting Agency and the Contractor mutually agree to be bound by the decision of the arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior Court of the county in which the Contracting Agency's headquarters are located. The decision of the arbitrator and the specific basis for the decision shall be in writing. The arbitrator shall use the Contract as a basis for decisions. 42 1 05/2015 1-09.13(3)B Procedures to Pursue Arbitration Section 1-09.13(3)B is supplemented by adding: The findings and decision of the board of arbitrators shall be final and binding on the parties, unless the aggrieved party, within 10 days, challenges the findings and decision by serving and filing a petition for review by the superior court of King County, Washington. The grounds for the petition for review are limited to showing that the findings and decision: 1. Are not responsive to the questions submitted; 2. Is contrary to the terms of the contract or any component thereof; 3. Is arbitrary and/or is not based upon the applicable facts and the law controlling the issues submitted to arbitration. The board of arbitrators shall support its decision by setting forth in writing their findings and conclusions based on the evidence adduced at any such hearing. The arbitration shall be conducted in accordance with the statutes of the State of Washington and court decisions governing such procedure. ' The costs of such arbitration shall be borne equally by the City and the Contractor unless it is the board's majority opinion that the Contractor's filing of the protest or action is capricious or without reasonable foundation. In the latter case, all costs shall be borne by the Contractor. 1-09.14 Payment Schedule Measurement and Payment Schedule for Bid Items in This Project Proposal Section 1-09.14 is a new section: GENERAL 1-09.14(1) Scope Section 1-09.14(1) is a new section: A. Payment for the various items of the bid sheets, as further specified herein, shall include all compensation to be received by the Contractor for furnishing all tools, equipment, supplies, and manufactured articles, and for all labor, operations, and incidentals appurtenant to the items of Work being described, as necessary to complete the various items of the Work all in accordance with the requirements of the Contract Documents, including all appurtenances thereto, and including all costs of compliance with the regulations of public agencies having jurisdiction, including Safety and Health Administration of the U.S. Department of Labor (OSHA). No separate payment will be made for any item that is not specifically set forth in the Bid Schedules, and all costs therefore shall be included in the prices named in the Bid Schedules for the various appurtenant items of Work. B. The Owner shall not pay for material quantities, which exceed the actual measured amount ' used and approved by the Engineer. C. It is the intention of these specifications that performance of work under bid items shall result in complete construction, in proper operating condition, of improvements identified in these ' written specifications and accompanying plans. Work and material not specifically listed in the proposal but required in the Plans, Specifications, and general construction practice, shall be included in the bid price. No separate payment will be made for these incidental items. 1 43 05/2015 1-09.14(2) Bid Items 1-O9.14(2)A Mobilization and Demobilization (Bid Item 01) Section 1-09.14(2)A is a new section: Measurement for "Mobilization and Demobilization" shall be lump sum. The lump sum price shown shall cover the complete cost of furnishing and installing, complete and in -place all Work and materials necessary to move and organize equipment and personnel onto the job site, provide and maintain all necessary support facilities and utilities, obtain all necessary permits and licenses, prepare the site for construction operations, and maintain the site and surrounding areas during construction, provide protection of existing utilities, provide component and system testing, final clean-up of the site, and move all personnel and equipment off the site after contract completion. Payment for mobilization will be made at the lump sum amount bid (NOT to exceed 80% of bid price prior to completion of construction) based on the percent of completed Work as defined in the Standard Specifications for Road, Bridge, and Municipal Construction (WSDOT) for mobilization. Payment for the remaining 20% (demobilization) will be made upon completion and final clean up of the construction site. Such payment will be complete compensation for all mobilization of employees, equipment and materials, preparation of all necessary submittals, bonds, insurance, site improvements, clean-up etc. all in conformance with the Contract Documents. Bid Item 01 may not be more than ten percent (10%) of the total amount of the Bid. 1-O9.14(2)B Traffic Control (Bid Item 02) Section 1-09.14(2)B is a new section: Measurement for "Traffic Control" will be based on the percentage of total Work complete, by dollar value, at the time of measurement. Payment for "Traffic Control" will be made at the measured percentage amount for the pay period times the lump sum amount bid, said payment will be complete compensation for all labor, materials, equipment, preparing, submitting, and conforming to the approved Traffic Control Plan(s), provide for public convenience and safety, detours, flagging, barricades, sequential arrow boards, electronic reader boards, signs, traffic control devices, temporary striping, cleanup, etc. required to complete of the Work in conformance with the Contract Documents and the Manual on Uniform Traffic Control Devices (MUTCD). 1-O9.14(2)C Trench Excavation Safety Systems (Bid Item 03) Section 1-09.14(2)C is a new section: Measurement for "Trench Excavation Safety Systems" will be based on the percentage of total Work complete requiring shoring and safety systems, by dollar value, at the time of measurement. Payment for "Trench Excavation Safety Systems" will be made at the measured percentage amount for the pay period times the lump sum amount bid, and will be complete compensation for all labor, materials, hauling, planning, design, engineering, submittals and equipment necessary to furnish, install, remove and dispose adequate shoring and support for all excavations to provide safe access for workers, prevent soil sloughing, soil loss, damage to pavement, structures, utilities, and ground adjacent to the excavation. "Trench and Excavation Safety Systems" shall comply with OSHA, RCW Chapter 49.17 and these Contract Documents. The Contractor shall be responsible at all times for the inspections, safety, maintenance, and adequacy of the "Trench and Excavation Safety Systems" 1-O9.14(2)D Temporary Erosion/Sedimentation Controls (Bid Item 04) Section 1-09.14(2)D is a new section: Measurement for "Temporary Erosion/Sedimentation Controls" will be based on the percentage of total 44 1 05/2015 Work complete, by dollar value, at the time of measurement. Payment for "Temporary Erosion/Sedimentation Controls" will be at the lump sum amount bid, which payment will be complete compensation for all labor, materials, equipment, straw -bale dikes, silt fencing, plastic sheeting, etc. required to complete this item of Work in conformance with Contract Documents. ' 1-09.14(2)E Construction Surveying, Staking, and As-Builts (Bid Item 05) Section 1-09.14(2)E is a new section: Measurement for "Construction Surveying, Staking and As-Builts" will be based on the percentage of total Work complete, by dollar value, at the time of measurement. Payment for "Construction Surveying, Staking and As-Builts" will be made at the measured percentage amount for the pay period times the lump sum amount bid, said payment will be complete compensation for all labor, materials, equipment, travel, surveying needed to construct the ' improvements to the line and grade as shown on the Plans, to provide the required construction and as - constructed field (as -built information) notes and drawings, etc. required to complete this item of Work in conformance with the Contract Documents. No more than 50% of the bid amount for this item shall be paid prior to the review and acceptance of the as -built information by the Engineer. 1-09.14(2)F Temporary Dewatering (Wellpoint System) (Bid Item 06) Section 1-09.14(2)F is a new section: Measurement for "Temporary Dewatering (Wellpoint System)" will be based on the percentage of total Work complete, by dollar value, at the time of measurement. 1 I I I Payment for "Temporary Dewatering (Wellpoint System)" will be at the lump sum amount bid, which payment will be complete compensation for a complete dewatering plan, all labor, materials, equipment, mobilization, quality control, water quality treatment and monitoring, permit fees and fines, observation wells, settlement monitoring, incidental sump pumping, and other work required or implicitly needed to provide installation, operation and abandonment, and any additional pumping or testing necessary to provide a properly functioning vacuum wellpoint system etc., required to complete this item of Work in conformance with Contract Documents. Incidental sump pumping to control perched or pocketed water in conjunction with a wellpoint system is considered incidental to the primary dewatering system. Temporary sump/trash pump dewatering for sewer pipe installation is included in other bid items. 1-09.14(2)G Furnish and Install 24-inch Diameter PVC Sewer Pipe (Bid Item 07) Section 1-09.14(2)G is a new section: Measurement for "Furnish and Install 24-inch Diameter PVC Sewer Pipe" will be based on lineal footage measured horizontally over the centerline of installed pipe. Payment for "Furnish and Install 24-inch Diameter PVC Sewer Pipe" will be made at the amount bid per lineal foot, which payment will be complete compensation for all labor, materials, equipment, hauling, excavation, dewatering, potholing for utility location, removal and disposal of waste material including existing pipes and structures in the excavation, pipe of the size and type required, gaskets, installation, laying and joining pipe and fittings, bedding, and pipe zone fill material, underground warning tape, appurtenances, stockpile and placement of subsequent backfill (native) materials, compaction, water, grading, cleaning, surface restoration, and testing (low pressure air test and deflection testing), television inspection, etc. required to complete the Work in accordance with the Contract Documents. Imported backfill materials are included in other bid items. 45 OS/201S 1-09.14(2)H Furnish and Install 84-inch Diameter Sewer Manhole (Bid Item 08) Section 1-09.14(2)H is a new section: Measurement for "Furnish and Install 84-inch Diameter Sewer Manhole" will be per each for each type manhole installed in conformance with the Contract Documents. Payment for "Furnish and Install 84-inch Diameter Sewer Manhole" will be made at the amount bid per each, which payment will be complete compensation for all labor, materials, equipment, hauling, dewatering, locating all existing utilities and potholing in advance for horizontal and vertical location, excavation, removal and disposal of waste material including existing pipes and structures in the excavation, removal and disposal of existing brick manhole, foundation material, concrete base, precast concrete manhole sections, gaskets, coating/lining systems, manhole frame and lid, installation, adjustment of frames to grade, ladder and rungs, appurtenances, connections, couplings, channeling, connection of new and existing sewer pipes, stockpile and placement of subsequent backfill (native) materials, compaction, water, cleaning, surface restoration, and testing, etc. required to complete the Work in conformance with the Contract Documents. Imported backfill materials are included in other bid items. 1-09.14(2)1 Connect New Sewer to Existing Manhole (Bid Item 09) Section 1-09.14(2)1 is a new section: Measurement for "Connect New Sewer to Existing Manhole" will be per each connection in conformance with the Contract Documents and includes the connection of new sanitary sewer main to existing SMH 4692. Payment for "Connect New Sewer to Existing Manhole" will be made at the unit price bid per each connection, which payment will be complete compensation for all labor, equipment, materials, hauling, dewatering, locating all existing utilities and potholing in advance for horizontal and vertical location, excavation, removal and disposal of waste material including existing pipes and structures in the excavation, foundation material, transition coupling, pipe spool(s), core -drill or power sawcut of existing manhole, removal and disposal of existing manhole channel, re -channel existing manhole, installation, appurtenances, bedding, disposal of native materials, compaction, water, cleaning, temporary pavement patching, and cleanup, etc. required to complete the Work in conformance with the Contract Documents. Imported backfill materials are included in other bid items. 1-09.14(2)J Pre -Installation Cleaning and Inspection (Bid Item 10) Section 1-09.14(2)J is a new section: Measurement for "Pre -Installation Cleaning and Inspection" will be based on the lineal feet of pipe inspected and cleaned. Payment for "Pre -Installation Cleaning and Inspection" will be made at the amount bid per linear foot, which payment will be complete compensation for all labor, materials, equipment, cleaning, root cutting, internal removal of protruding laterals, removal of hanging gaskets, removal and disposal of waste material, water, CCTV inspection, provision of record DVDs to the Engineer, etc. required to complete the Work in accordance with the Contract Documents. Atmospheric testing for manhole access shall be incidental to this Bid item. 1-09.14(2)K Excessive Leak Repair for Cured -In -Place Pipe (Bid Item 11) Section 1-09.14(2)K is a new section: Measurement for "Excessive Leak Repair for Cured -In -Place Pipe" will be per each for each excessive leak repaired in conformance with the Contract Documents. Payment for "Excessive Leak Repair for Cured -In -Place Pipe" will be made at the amount bid per each, i] I I I I I I I 1 I 46 1 05/2015 which payment will be complete compensation for all labor, materials, equipment, cleaning, grouting, necessary or incidental to prepare the leak location for repair and to furnish and install the leak repair ' complete in place such that the leak is completely eliminated prior to installation of the proposed cured - in -place -pipe, CCTV inspection, provision of record DVDs to the Engineer, etc. required to complete the Work in accordance with the Contract Documents. Atmospheric testing for manhole access shall be incidental to this Bid item. 1-09.14(2)L Furnish and Install 24-inch Diameter Cured -In -Place Pipe (Bid Item 12) Section 1-09.14(2)L is a new section: Measurement for "Furnish and Install 24-inch Diameter Cured -In -Place Pipe" will be based on the lineal feet of 24-inch cured in place pipe installed. The length will be the number of linear feet of completed installation measured along the invert and will include the length through elbows, tees and fittings. The number of linear feet will be measured from the center of manhole to center of manhole. Payment for "Furnish and Install 24-inch Diameter Cured -In -Place Pipe" will be made at the amount bid per linear foot, which payment will be complete compensation for all labor, materials, equipment, and tools necessary or incidental to furnish and install the cured -in -place -pipe complete in place in accordance with the Plans and Specifications including water required for "wet out", and pipe testing. Dewatering as required shall be incidental to this bid item. Atmospheric testing for manhole access shall be incidental to this Bid item. 1-09.14(2)M Reinstate CIPP Laterals (Bid Item 13) ' Section 1-09.14(2)M is a new section: Measurement for "Reinstate CIPP Laterals" will be per each for each side sewer lateral reestablished in conformance with the Contract Documents. Payment for "Reinstate CIPP Laterals" will be made at the unit price bid per each, which payment will be complete compensation for all labor, material, equipment, tools and necessary or incidental to completely reinstate the existing side sewers utilizing robotic cutters in accordance with the specifications. Dewatering as required shall be incidental to this bid item. Atmospheric testing for manhole access shall be incidental to this Bid item. 1-09.14(2)N Post CIPP Installation Inspection (Bid Item 14) Section 1-09.14(2)N is a new section: Measurement for "Post CIPP Installation Inspection" will be based on the lineal feet of pipe inspected. Payment for "Post CIPP Installation Inspection" will be at the amount bid per linear foot, which payment will be complete compensation for all labor, materials, equipment, water, CCTV inspection, provision of record DVDs to the Engineer, etc. required to complete the Work in accordance with the Contract Documents. Atmospheric testing for manhole access shall be incidental to this Bid item. ' 1-09.14(2)0 Remove and Reinstall SMH 2O19 (Bid Item 15) Section 1-09.14(2)0 is a new section: Measurement for "Remove and Reinstall SMH 2O19" will be based on the percentage of total Work complete, by dollar value, at the time of measurement. ' Payment for "Remove and Reinstall SMH 2O19" will be at the lump sum amount bid, which payment will be complete compensation for all labor, materials, equipment, excavation, temporary removal, protection and reinstallation the existing manhole top, sealing, compaction, adjustment of manhole ring to grade, etc. required to complete the Work in conformance with the Contract Documents. Imported 47 05/2015 backfill materials are included in other bid items. 1-09.14(2)P Select Imported Trench Backfill (Bid Item 16) Section 1-09.14(2)P is a new section: Measurement for "Select Imported Trench Backfill" will be measured in tons based on the weight of material installed into the Work. Certified weight tickets shall accompany each load, a copy of tickets shall be given to the Engineer daily. Wasted materials will not be included in the measurement or payment. Only materials placed within the pay limits shown on the Plans or specified will be considered for payment. Material placed outside of the pay limits or as approved by the Engineer will be deducted from the certified tickets. Payment for "Select Imported Trench Backfill" will be made at the amount bid per ton, which payment will be complete compensation for all labor, materials, equipment; hauling, placement, water, compaction, etc., required to complete this item of Work in conformance with the Contract Documents. For the purpose of establishing a common basis for evaluating bids, an arbitrary quantity has been shown on the bid form and does not necessarily represent the quantity, if any, of "Select Imported Trench Backfill" that may be necessary for project work. Therefore the "significant change" provisions of Section 1-04.6 do not apply. Actual quantities will be determined in the field as work progresses. 1-09.14(2)Q Crushed Surfacing Top Course (Bid Item 17) Section 1-09.14(2)Q is a new section: Measurement for "Crushed Surfacing Top Course" will be measured in tons based on the weight of material installed into the Work. Certified weight tickets shall accompany each load, a copy of tickets shall be given to the Engineer daily. Wasted materials will not be included in the measurement or payment. Only materials placed within the pay limits shown on the Plans or specified will be considered for payment. Material placed outside of the pay limits or as approved by the Engineer will be deducted from the certified tickets. Payment for "Crushed Surfacing Top Course" will be made at the amount bid per ton, which payment will be complete compensation for all labor, materials, equipment, hauling, placement, water, compaction, etc., required to complete this item of Work in conformance with the Contract Documents. For the purpose of establishing a common basis for evaluating bids, an arbitrary quantity has been shown on the bid form and does not necessarily represent the quantity, if any, of "Crushed Surfacing Top Course" that may be necessary for project work. Therefore the "significant change" provisions of Section 1-04.6 do not apply. Actual quantities will be determined in the field as work progresses. 1-09.14(2)R Controlled Density Fill (Bid Item 18) Section 1-09.14(2)R is a new section: Measurement for "Controlled Density Fill" will be measured in cubic yards based on the quantity of material installed. Placement of material will be measured only for the area(s) authorized by the Engineer. Wasted materials will not be included in the measurement or payment. Payment for "Controlled Density Fill" will be made at the amount bid per cubic yard, which payment will be complete compensation for all labor, materials, equipment, excavation, haul, placement etc., required to complete this item of Work in conformance with the Contract Documents. For the purpose of establishing a common basis for evaluating bids, an arbitrary quantity has been shown on the bid form and does not necessarily represent the quantity, if any, of "Controlled Density Fill" that may be necessary for project work. Therefore the "significant change" provisions of Section 1-04.6 do not apply. Actual quantities will be determined in the field as work progresses. 48 05/2015 fl 1 I I I 1-09.14(2)S Construction Geotextile for Soil Stabilization (Bid Item 19) Section 1-09.14(2)S is a new section: Measurement for "Construction Geotextile for Soil Stabilization" will be measured in square yards based on the quantity of material installed. Placement of stabilization material will be measured only for the area(s) authorized by the Engineer. Wasted materials will not be included in the measurement or payment. Payment for "Construction Geotextile for Soil Stabilization" will be made at the amount bid per square yard, which payment will be complete compensation for all labor, materials, equipment, haul, placement etc., required to complete this item of Work in conformance with the Contract Documents. For the purpose of establishing a common basis for evaluating bids, an arbitrary quantity has been shown on the bid form and does not necessarily represent the quantity, if any, of "Construction Geotextile for Soil Stabilization" that may be necessary for project work. Therefore the "significant change" provisions of Section 1-04.6 do not apply. Actual quantities will be determined in the field as work progresses. 1-09.14(2)T Removal and Replacement of Unsuitable Foundation Material (Bid Item 20) Section 1-09.14(2)T is a new section: Measurement for "Removal and Replacement of Unsuitable Foundation Material' shall be measured in tons based on the placed weight of material installed. Placement of foundation material will be measured only for the area(s) authorized by the Engineer. Certified weight tickets shall accompany each load, a copy of tickets shall be given to the Engineer daily. Wasted materials will not be included in the measurement or payment. Payment for "Removal and Replacement of Unsuitable Foundation Material' will be made at the amount bid per ton, which payment will be complete compensation for all labor, materials, equipment, excavation, foundation materials, haul, placement, water, compaction, removal and disposal of waste material, etc., required to complete this item of Work in conformance with the Contract Documents. For the purpose of establishing a common basis for evaluating bids, an arbitrary quantity has been shown on the bid form and does not necessarily represent the quantity, if any, of "Removal and Replacement of Unsuitable Foundation Material' that may be necessary for project work. Therefore the "significant change" provisions of Section 1-04.6 do not apply. Actual quantities will be determined in the field as work progresses. 1-09.14(2)U HMA for Pavement Repair Class 1/2" PG 64-22 (Bid Item 21) Section 1-09.14(2)U is a new section: Measurement for "HMA for Pavement Repair Class 112" PG 64-22" will be measured in tons based on the weight of material installed into the work. Trench measurement width and thickness shall be as defined as specified and shown on the Plans. Payment for "HMA for Pavement Repair Class 1p" PG 64-22" will be made at the amount bid per ton, which payment will be complete compensation for all labor, materials, saw cutting, excavation and removal of existing pavement, hauling and disposal, surface preparation, compaction, asphaltic materials, tack oil, placement, roller compaction, utility adjustments, joint sealing, channelization and pavement markings, cleanup, etc., required to complete this item of Work in conformance with the Contract Documents. Imported trench backfill materials are included in other bid items. For the purpose of establishing a common basis for evaluating bids, an arbitrary quantity has been shown on the bid form and does not necessarily represent the quantity, if any, of "HMA for Pavement Repair Class 112" PG 64- 22" that may be necessary for project work. Therefore the "significant change" provisions of Section 1- 04.6 do not apply. Actual quantities will be determined in the field as work progresses. 49 05/2015 1-09.14(2)V Cement Concrete Panels Restoration (Bid Item 22) Section 1-09.14(2)V is a new section: Measurement for "Cement Concrete Panels Restoration" will be measured by the cubic yard for the completed concrete pavement. Removal and replacement measurement limits shall be as shown on the Plans. Payment for "Cement Concrete Panels Restoration" will be made at the amount bid per cubic yard, which payment will be complete compensation for all labor, materials, saw cutting, excavation and removal of existing concrete pavement, hauling and disposal, surface preparation, dowels and accessories, placement, utility adjustments, channelization and pavement markings, traffic curb, cleanup, etc., required to complete this item of Work in conformance with the Contract Documents. 1-09.14(2)W Cement Concrete Sidewalk Restoration (Bid Item 23) Section 1-09.14(2)W is a new section: Measurement for "Cement Concrete Sidewalk Restoration" will be measured by the square yard of finished sidewalk surface. Removal and replacement measurement limits shall be as shown on the Plans. Payment for "Cement Concrete Sidewalk Restoration" will be made at the amount bid per square yard, which payment will be complete compensation for all labor, materials, equipment, saw cutting, excavation and removal of existing sidewalk, hauling and disposal, surface preparation, forming, compaction, joint materials, placement, finishing, cleanup, etc., required to complete this item of Work in conformance with the Contract Documents. 1-09.14(2)X Cement Concrete Curb and Gutter Restoration (Bid Item 24) Section 1-09.14(2)X is a new section: Measurement for "Cement Concrete Curb and Gutter Restoration" will be measured by the linear foot along the line and slope of completed curb and gutter. Removal and replacement measurement limits shall be as shown on the Plans. Payment for "Cement Concrete Curb and Gutter Restoration" will be made at the amount bid per linear foot, which payment will be complete compensation for all labor, materials, equipment, saw cutting, excavation and removal of existing curb and gutter, hauling and disposal, surface preparation, forming, compaction, joint materials, placement, finishing, cleanup, etc., required to complete this item of Work in conformance with the Contract Documents. 1-09.14(2)Y Temporary Sewer Bypass Pumping/Systems (Bid Item 25) Section 1-09.14(2)Y is a new section: Measurement for "Temporary Sewer Bypass Pumping/Systems" will be based on the percentage of total Work complete, by dollar value, at the time of measurement. Payment for "Temporary Sewer Bypass Pumping/Systems" will be made at the measured percentage amount for the pay period times the lump sum amount bid, which payment will be complete compensation for all labor, materials, design, engineering, submittals, pumps, hoses, fuel, piping, fittings, appurtenances and other equipment required to furnish, install, monitor, protect, maintain, remove, etc. temporary bypass sewer systems necessary to complete the Work in conformance with Contract Documents. 50 05/2015 1-09.14(2)Z Site Demolition and Restoration (Bid Item 25) Section 1-09.14(2)Z is a new section: Measurement for "Site Demolition and Restoration" will be based on the percentage of total Work complete, by dollar value, at the time of measurement. Payment for "Site Demolition and Restoration" will be at the lump sum amount bid, which payment will be complete compensation for all labor, materials, and equipment required to restore the site to existing condition including but not limited to removal and replacement of chainlink fence and posts, removal and reinstallation of existing rail road ties, removal of shrubbery, excavation, compaction, seeding, fertilizing, mulching, watering, gravel, bark, final cleanup, etc. required to complete the Work in conformance with Contract Documents. Removal of underground pipes and structures, and concrete and pavement are included in other bid items. 1-10 TEMPORARY TRAFFIC CONTROL 1-10.1 General Revise the first paragraph to read: The Contractor shall provide flaggers, signs, and other traffic control devices not otherwise specified as being furnished by the Contracting Agency. The Contractor shall erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations which may occur on highways, roads, streets, sidewalks, or paths. No Work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place. ' Section 1-10.1 is supplemented by adding the following: When the bid proposal includes an item for "Traffic Control," the Work required for this item shall be all items described in Section 1-10, including, but not limited to: 1. Furnishing and maintaining barricades, flashers, construction signing, and other channelization devices, unless a pay item is in the bid proposal for any specific device and the Special Provisions specify furnishing, maintaining, and payment in a different manner for that device; 2. Furnishing traffic control labor, equipment, and supervisory personnel for all traffic control labor; 3. Furnishing any necessary vehicle(s) to set up and remove the Class B construction signs and other traffic control devices; 4. Furnishing labor and vehicles for patrolling and maintaining in position all of the construction signs and the traffic control devices, unless a pay item is in the bid proposal to specifically pay for this Work; and 5. Furnishing labor, material, and equipment necessary for cleaning up, removing, and replacing of the construction signs and the traffic control devices destroyed or damaged during the life of the project. 6. Removing existing signs as specified or as directed by the Engineer and delivering to the City Shops, or storing and reinstalling as directed by the Engineer. 7. Preparing and submitting for review and approval a Traffic Control Plan for the project and designating the person responsible for traffic control at the Work site. The traffic control plan shall include descriptions of the traffic control methods and devices to be used by the prime Contractor, and subcontractors, shall be submitted at or before the preconstruction conference, and shall be subject to review and approval of the City and Engineer. 8. Contacting police, fire, 911, and ambulance services to notify them in advance of any Work 1 that will affect and traveled portion of a roadway. 9. Assuring that all traveled portions of roadways are open to traffic during peak traffic periods, 6:30 a.m. to 8:30 a.m., and 3:00 p.m. to 6:00 p.m., or as specified in the special provisions, or as directed by the Engineer. 51 05/2015 10. Promptly removing or covering all non -applicable signs during periods when they are not needed. If no bid item "Traffic Control" appears in the proposal, then all Work required by these sections will be considered incidental and their cost shall be included in the other items of Work. If the Engineer requires the Contractor to furnish additional channelizing devices, pieces of equipment, or services, which could not be usually anticipated, by a prudent Contractor for the maintenance and protection of traffic, then a new item or items may be established to pay for such items. Further limitations for consideration of payment for these items are that they are not covered by other pay items in the bid proposal, they are not specified in the Special Provisions as incidental, and the accumulative cost for the use of each individual channelizing device, piece of equipment, or service must exceed $200 in total cost for the duration of their need. In the event of disputes, the Engineer will determine what is usually anticipated by a prudent Contractor. The cost for these items will be by agreed price, price established by the Engineer, or by force account. Additional items required as a result of the Contractor's modification to the Traffic Control Plan(s) appearing in the Contract shall not be covered by the provisions in this paragraph. If the total cost of all the Work under the Contract increases or decreases by more than 25 percent, an equitable adjustment will be considered for the item "Traffic Control" to address the increase or decrease. Traffic control and maintenance for the safety of the traveling public on this project shall be the sole responsibility of the Contractor and all methods and equipment used will be subject to the approval of the Owner. Traffic control devices and their use shall conform to City of Renton standards and the Manual on Uniform Traffic Control Devices (MUTCD). The Contractor shall not proceed with any construction until proper traffic control has been provided to the satisfaction of the Engineer. Any days lost due to improper traffic control will be charged against the Contractor's allowable contract time, and shall not be the cause for a claim for extra days to complete the Work. 1-10.2(1)B Traffic Control Supervisor Paragraphs 1 and 2 are revised as follows: A Traffic Control Supervisor (TCS) shall be on the project whenever traffic control labor is required or as authorized by the Engineer. The TCS shall assure that all the duties of the TCS are performed during the duration of the Contract. During non -Work periods, the TCS shall be able to be on the job site within a 45-minute time period after notification by the Engineer. 1-10.2(2) Traffic Control Plans Section 1-10.2(2) is supplemented as follows: The Contractor shall be responsible for assuring that traffic control is installed and maintained in conformance to established standards. The Contractor shall continuously evaluate the operation of the Traffic Control Plan and take prompt action to correct any problems that become evident during operation. 52 1 05/2015 1-10.3 Flagging, Signs, and All Other Traffic Control Devices Section 1-10.3 is supplemented as follows: At the end of each working day, provisions shall be made for the safe passage of traffic and pedestrians during non -working hours. Barricades shall be reflectorized as specified in Part VI of the MUTCD, and shall be 3M-diamond grade or equivalent approved by the Engineer. Barricades shall also be equipped with flashers. 1-10.3(3) Construction Signs Section 1-10.3(3) paragraph 4 is supplemented as follows: No separate pay item will be provided in the bid proposal for Class A or Class B construction signs. All costs for the Work to provide Class A or Class B construction signs shall be included in the unit contract price for the various other items of the Work in the bid proposal. 1-10.4 Measurement Section 1-10.4 is replaced with: No specific unit of measurement will apply to the lump sum item of "Traffic Control". No adjustment in the lump sum bid amount will be made for overtime Work or for use of relief flaggers. 1-10.5 Payment Section 1-10.5 is replaced with: Payment for all labor, materials, and equipment described in Section 1-10 will be made in accordance with Section 1-04.1, for the following bid items when included in the proposal: ' "Traffic Control," Lump Sum. I O I I I 1-11 RENTON SURVEYING STANDARDS The following is a new section with new subsections: 1-11.1(1) Responsibility for Surveys All surveys and survey reports shall be prepared under the direct supervision of a person registered to practice land surveying under the provisions of Chapter 18.43 RCW. All surveys and survey reports shall be prepared in accordance with the requirements established by the Board of Registration for Professional Engineers and Land Surveyors under the provisions of Chapter 18.43 RCW. 1-11.1(2) Survey Datum and Precision The horizontal component of all surveys shall have as its coordinate base: The North American Datum of 1983/91. 53 05/2015 All horizontal control for projects must be referenced to or in conjunction with a minimum of two of the City of Renton's Survey Control Network monuments. The source of the coordinate values used will be shown on the survey drawing per RCW 58.09.070. The horizontal component of all surveys shall meet or exceed the closure requirements of WAC 332-130- 060. The control base lines for all surveys shall meet or exceed the requirements for a Class A survey revealed in Table 2 of the Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys jointly established and adopted by ALTA and ACSM in 1992 or comparable classification in future editions of said document. The angular and linear closure and precision ratio of traverses used for survey control shall be revealed on the face of the survey drawing, as shall the method of adjustment. The horizontal component of the control system for. surveys using global positioning system methodology shall exhibit at least 1 part in 50,000 precision in line length dependent error analysis at a 95 percent confidence level and performed pursuant to Federal Geodetic Control Subcommittee Standards for GPS control surveys as defined in Geometric Geodetic Accuracy Standards & Specifications for Using GPS Relative Positioning Techniques dated August 1, 1989, or comparable classification in future editions of said document. The vertical component of all surveys shall be based on NAVD 1988, the North American Vertical Datum of 1988, and tied to at least one of the City of Renton Survey Control Network benchmarks. If there are two such benchmarks within 3000 feet of the project site a tie to both shall be made. The benchmark(s) used will be shown on the drawing. If a City of Renton benchmark does not exist within 3000 feet of a project, one must be set on or near the project in a permanent manner that will remain intact throughout the duration of the project. Source of elevations (benchmark) will be shown on the drawing, as well as a description of any benchmarks established. 1-11.1(3) Subdivision Information Those surveys dependent on section subdivision shall reveal the controlling monuments used and the subdivision of the applicable quarter section. Those surveys dependent on retracement of a plat or short plat shall reveal the controlling monuments, measurements, and methodology used in that retracement. 1-11.1(4) Field Notes Field notes shall be kept in conventional format in a standard bound field book with waterproof pages. In cases where an electronic data collector is used field notes must also be kept with a sketch and a record of control and base line traverses describing station occupations and what measurements were made at each point. Every point located or set shall be identified by a number and a description. Point numbers shall be unique within a complete job. The preferred method of point numbering is field notebook, page and point set on that page. Example: The first point set or found on page 16 of field book 348 would be identified as Point No. 348.16.01, the second point would be 348.16.02, etc. Upon completion of a City of Renton project, either the field notebook(s) provided by the City or the original field notebook(s) used by the Surveyor will be given to the City. For all other Work, Surveyors will provide a copy of the notes to the City upon request. In those cases where an electronic data collector is used, a hard copy print out in ASCII text format will accompany the field notes. 1-11.1(5) Corners and Monuments Corner: A point on a land boundary, at the juncture of two or more boundary lines. A monument is usually set at such points to physically reference a corner's location on the ground. 54 1 05/2015 Monument: Any physical object or structure of record, which marks or accurately references: • A corner or other survey point established by or under the supervision of an individual per Section 1-11.1(1) and any corner or monument established by the General Land Office and its successor the Bureau of Land Management including section subdivision corners down to and including one -sixteenth corners; and • Any permanently monumented boundary, right-of-way alignment, or horizontal and vertical control points established by any governmental agency or private surveyor including street intersections but excluding dependent interior lot corners. 1-11.1(6) Control or Base Line Survey Control or Base Line Surveys shall be established for all construction projects that will create permanent structures such as roads, sidewalks, bridges, utility lines or appurtenances, signal or light poles, or any non -single family building. Control or Base Line Surveys shall consist of such number of permanent monuments as are required such that every structure may be observed for staking or "as-builting" while occupying one such monument and sighting another such monument. A minimum of two of these permanent monuments shall be existing monuments, recognized and on record with the City of Renton. The Control or Base Line Survey shall occupy each monument in turn, and shall satisfy all applicable requirements of Section 1-11.1 herein. The drawing depicting the survey shall be neat, legible, and drawn to an appropriate scale. North orientation should be clearly presented and the scale shown graphically as well as noted. The drawing must be of such quality that a reduction thereof to one-half original scale remains legible. If recording of the survey with the King County Recorder is required, it will be prepared on 18 inch by 24 inch mylar and will comply with all provisions of Chapter 58.09 RCW. A photographic mylar of the drawing will be submitted to the City of Renton and, upon their review and acceptance per the specific requirements of the project, the original will be recorded with the King County Recorder. If recording is not required, the survey drawing shall be prepared on 22 inch by 34 inch mylar, and the original or a photographic mylar thereof will be submitted to the City of Renton. rThe survey drawings shall meet or exceed the requirements of WAC 332-130-050 and shall conform to the City of Renton's Drafting Standards. American Public Works Association symbols shall be used whenever possible, and a legend shall identify all symbols used if each point marked by a symbol is not described at each use. An electronic listing of all principal points shown on the drawing shall be submitted with each drawing. The listing should include the point number designation (corresponding with that in the field notes), a brief description of the point, and northing, easting, and elevation (if applicable) values, all in ASCII format, on IBM PC compatible media. 1 1-11.1(7) Precision Levels Vertical Surveys for the establishment of benchmarks shall satisfy all applicable requirements of Sections 1-05 and 1-11.1. Vertical surveys for the establishment of benchmarks shall meet or exceed the standards, Specifications and procedures of third order elevation accuracy established by the Federal Geodetic Control Committee. Benchmarks must possess both permanence and vertical stability. Descriptions of benchmarks must be complete to insure both recoverability and positive identification on recovery. 1 55 05/2015 1-11.1(8) Radial and Station --Offset Topography Topographic surveys shall satisfy all applicable requirements of Section 1-11.1 herein. All points occupied or back sighted in developing radial topography or establishing baselines for station - offset topography shall meet the requirements of Section 1-11.1 herein. The drawing and electronic listing requirements set forth in Section 1-11.1 herein shall be observed for all topographic surveys. 1-11.1(9) Radial Topography Elevations for the points occupied or back sighted in a radial topographic survey shall be determined either by, 1) spirit leveling with misclosure not to exceed 0.1 feet or Federal Geodetic Control Committee third order elevation accuracy Specifications, OR 2) trigonometric leveling with elevation differences determined in at least two directions for each point and with misclosure.of the circuit not to exceed 0.1 feet. 1-11.1(10) Station --Offset Topography Elevations of the baseline and topographic points shall be determined by spirit leveling and shall satisfy Federal Geodetic Control Committee Specifications as to the turn points and shall not exceed 0.1 foot's error as to side shots. 1-11.1(11) As -Built Survey All improvements required to be "as -built" (post construction survey) per City of Renton Codes, TITLE 4 Building Regulations and TITLE 9 Public Ways and Property, must be located both horizontally and vertically by a Radial survey or by a Station offset survey. The "as -built" survey must be based on the same base line or control survey used for the construction staking survey for the improvements being "as -built". The "as -built" survey for all subsurface improvements should occur prior to backfilling. Close cooperation between the installing Contractor and the "as-builting" surveyor is therefore required. All "as -built" surveys shall satisfy the requirements of Section 1-11.1(1) herein, and shall be based upon control or base line surveys made in conformance with these Specifications. The field notes for "as -built" shall meet the requirements of Section 1-11.1(4) herein, and submitted with stamped and signed "as -built" drawings which includes a statement certifying the accuracy of the "as -built". The drawing and electronic listing requirements set forth in Section 1-11.1(6) herein shall be observed for all "as -built" surveys. 1-11.1(12) Monument Setting and Referencing All property or lot corners, as defined in 1-11.1(5), established or reestablished on a plat or other recorded survey shall be referenced by a permanent marker at the corner point per 1-11.2(1). In situations where such markers are impractical or in danger of being destroyed, e.g., the front corners of lots, a witness marker shall be set. In most cases, this will be the extension of the lot line to a tack in lead in the curb. The relationship between the witness monuments and their respective corners shall be shown or described on the face of the plat or survey of record, e.g., "Tacks in lead on the extension of the lot side lines have been set in the curbs on the extension of said line with the curb." In all other cases the corner shall meet the requirements of Section 1-11.2(1) herein. All non -corner monuments, as defined in 1-11.1(5), shall meet the requirements of Section 1-11.2(2) herein. If the monument falls within a paved portion of a right-of-way or other area, the monument shall be set below the ground surface and contained within a lidded case kept separate from the monument and flush with the pavement surface, per Section 1-11.2(3). 56 05/2015 In the case of right-of-way centerline monuments all points of curvature (PC), points of tangency (PT), street intersections, center points of cul-de-sacs shall be set. If the point of intersection (PI) for the tangents of a curve fall within the paved portion of the right-of-way, a monument can be set at the PI instead of the PC and PT of the curve. For all non corner monuments set while under contract to the City of Renton or as part of a City of Renton approved subdivision of property, a City of Renton Monument Card (furnished by the city) identifying the monument; point of intersection (PI), point of tangency (PT), point of curvature (PC), one - sixteenth corner, Plat monument, street intersection, etc., complete with a description of the monument, a minimum of two reference points and NAD 83V91 coordinates, and NAVD 88 elevation shall be filled out and filed with the city. 1-11.2 Materials 1-11.2(1) Property/Lot Corners Corners per 1-11.1(5) shall be marked in a permanent manner such as 1/2 inch diameter rebar 24 inches in length, durable metal plugs or caps, tack in lead, etc., and permanently marked or tagged with the surveyor's identification number. The specific nature of the marker used can be determined by the surveyor at the time of installation. 1-11.2(2) Monuments Monuments per 1-11.1(5) shall meet the requirements as set forth in City of Renton Standard Plans page H031 and permanently marked or tagged with the surveyor's identification number. 1-11.2 3 Monument Case and Cover Materials shall meet the requirements of Section 9-22 and City of Renton Standard Plans page H031. 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 2-01.1 Description Section 2-01.1 is supplemented as follows: The limits of clearing and grubbing (construction limits) shall be defined as being the construction limit lines as shown in the Plans. Where, in the opinion of the Engineer, any trees abutting or adjacent to the ' limits of clearing and grubbing are damaged and require removal, the Contractor shall remove such trees. Any trees flagged by the Engineer to remain within the clearing and grubbing limits shall be left undamaged by the Contractor's operations. Any flagged trees, which are damaged, shall be replaced in kind at the Contractor's expense. rExisting landscaping outside the construction limits, including but not limited to, sod, rockeries, beauty bark, decorative gravel or rock, bushes, and shrubbery shall be protected from damage. The property owners shall be responsible for removing and/or relocating irrigation equipment, trees, shrubs, curbing, ornamental plants, and any other decorative landscaping materials within the construction limits that they wish to save. The Contractor shall give property owners 10 days' written notice prior to removing landscaping materials. All landscaping materials that remain in the construction limits after that time period shall be removed and disposed of, by the Contractor, in accordance with Section 2-01 of the Standard Specifications, these Special Provisions, and the Plans. 1 The Contractor shall receive approval from the Engineer prior to removal. 1 57 05/2015 2-01.2 Disposal of Usable Material and Debris Section 2-01.2 is supplemented as follows: The Contractor shall dispose of all debris by Disposal Method No. 2 — Waste Site. 2-01.5 Payment Section 2-01.5 is supplemented as follows: The lump sum price for "Clearing and Grubbing" shall be full compensation for all Work described herein and shown in the Plans, including removing trees and shrubbery where shown in the Plans and directed by the Engineer. 2-02 REMOVAL OF STRUCTURE AND OBSTRUCTIONS 2-02.3(3) Removal of Pavement, Sidewalks, and Curbs Section 2-02.3(3) is revised and supplemented as follows: Item "1" is revised as follows: In removing pavement, sidewalks, driveways, and curbs, the Contractor shall haul broken -up pieces to some off -project site. The section is supplemented as follows: When an area where pavement, sidewalk, or driveway has been removed is to be opened to traffic before pavement patching has been completed, temporary mix asphalt concrete patch shall be required. Temporary patching shall be placed to a minimum depth of 2 inches immediately after backfilling and compaction are complete, and before the road is opened to traffic. MC hot mix shall be used. 2-02.4 Measurement Section 2-02.4 replaces the existing vacant section: Sawcutting existing cement and asphalt concrete pavements shall be measured by the linear foot along the sawcut, full depth. Wheel cutting of pavement will not be measured for separate payment, but shall be included in other items of Work. 2-02.5 Payment Section 2-02.5 is supplemented by adding: "Saw Cutting", per lineal foot. "Remove Sidewalk", per square yard. "Remove Curb and Gutter", per lineal foot. "Cold Mix", per ton Remove Asphalt Concrete Pavement, per square yard. Remove Cement Concrete pavement, per square yard. "Remove existing " per jn L I I 0 I I [J 58 I L05/2015 All costs related to the removal and disposal of structures and obstructions including saw cutting, excavation, backfilling, and temporary asphalt shall be considered incidental to and included in other items unless designated as specific bid items in the proposal. If pavements, sidewalks, or curbs lie within an excavation area and are not mentioned as separate pay items, their removal will be paid for as part of the quantity removed in excavation. if they are mentioned as a separate item in the proposal, they will be measured and paid for as provided under Section 2-02.5, and will not be included. in the quantity calculated for excavation. ' 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.3 Construction Requirements Section 2-03.3 is supplemented by adding the following: Roadway excavation shall include the removal of all materials excavated from within the limits shown on the Plans. Suitable excavated material shall be used for embankments, while surplus excavated material or unsuitable material shall be disposed of by the Contractor. Earthwork quantities and changes will be computed, either manually or by means of electronic data processing equipment, by use of the average end area method. Any changes to the proposed Work as directed by the Engineer that would alter these quantities shall be calculated by the Engineer and submitted to the Contractor for his review and verification. Any excavation or embankment beyond the limits indicated in the Plans, unless ordered by the Engineer, shall not be paid for. All Work and material required to return these areas to their original conditions, as directed by the Engineer, shall be provided by the Contractor at his sole expense. All areas shall be excavated, filled, and/or backfilled as necessary to comply with the grades shown on the Plans. In filled and backfilled areas, fine grading shall begin during the placement and the compaction of the final layer. In cut sections, fine grading shall begin within the final six (6) inches of cut. Final grading shall produce a surface, which is smooth and even, without abrupt changes in grade. Excavation for curbs and gutters shall be accomplished by cutting accurately to the cross sections, grades and elevations shown. Care shall be taken not to excavate below the specified grades. The Contractor shall maintain all excavations free from detrimental quantities of leaves, brush, sticks, trash, and other debris until final acceptance of the Work. Following removal of topsoil or excavation to grade, and before placement of fills or base course, the subgrade under the roadway shall be proof -rolled to identify any soft or loose areas which may warrant additional compaction or excavation and replacement. The Contractor shall provide temporary drainage or protection to keep the subgrade free from standing water. Acceptable excavated native soils shall be used for fill in the area requiring fills. Care shall be taken to place excavated material at the optimum moisture content to achieve the specified compaction. Any native material used for fill shall be free of organics and debris, and have a maximum particle size of 6 inches. It shall be the responsibility of the Contractor to prevent the native materials from becoming saturated with water. The measures may include sloping to drain, compacting the native materials, and diverting runoff away from the materials. If the Contractor.fails to take such preventative measures, any costs or delay related to drying the materials shall be at his own expense. ' If the native materials become saturated, it shall be the responsibility of the Contractor to dry the materials, to the optimum moisture content. If sufficient acceptable native soils are not available to complete construction of the roadway embankment, Gravel Borrow shall be used. 1 59 05/2015 If subgrade trimmer is not required on the project, all portions of Section 2-03 shall apply as though a subgrade trimmer were specified. If sufficient acceptable native soils, as determined by the Engineer, are not available to complete construction of the roadway embankment, Gravel Borrow meeting the requirements of Section 9-03.14 of the Standard Specifications, shall be used. 2-03.4 Measurement Section 2-03.4 is supplemented by adding the following: At the discretion of the Engineer, roadway excavation, borrow excavation, and unsuitable foundation excavation - by the cubic yard (adjusted for swell) may be measured by truck in the hauling vehicle at the point of loading. The Contractor shall provide truck tickets for each load removed. Each ticket shall have the truck number, time and date, and be approved by the Engineer. 2-03.5 Payment Section 2-03.5 is revised as follows: Payment for embankment compaction will not be made as a separate item compaction shall be included in other bid items involved. Payment will be items when they are included in the proposal: "Roadway Excavation Including Haul," per cubic yard "Removal and Replacement of Unsuitable Foundation Material," per ton "Gravel Borrow Including Haul," per ton . All costs for embankment made for the following bid "Roadway Excavation Including Haul" shall be considered incidental and part of the bid item(s) provided for the installation of the utility mains and appurtenances. When the Engineer orders excavation below subgrade, then payment will be in accordance with the item "Removal and Replacement of Unsuitable Foundation Material". In this case, all items of Work other than roadway excavation shall be paid at unit contract prices. The unit contract price per cubic yard for "Roadway Excavation Including Haul" shall be full pay for excavating, loading, placing, or otherwise disposing of the material. The unit contract price per ton for "Removal and Replacement of Unsuitable Foundation Material' shall be full pay for excavating, loading, and disposing of the unsuitable material, including furnishing, placing and compacting the new material. Payment for embankment compaction will not be made as a separate item. All costs for embankment compaction shall be included in other bid items involved. 2-04 HAUL 2-04.5 Payment Section 2-04.5 is revised and supplemented as follows: All costs for the hauling of material to, from, or on the job site shall be considered incidental to and included in the unit price of other units of Work. 11 C 1 1 60 05/2015 I I 1 a I d I 2-06 SUBGRADE PREPARATION 2-06.5 Measurement and Payment Section 2-06.5 is supplemented by adding the following: Subgrade preparation and maintenance including watering shall be considered as incidental to the construction and all costs thereof shall be included in the appropriate unit or lump sum contract bid prices. 2-09 STRUCTURE EXCAVATION 2-09.1 Description Section 2-09.1 is supplemented by adding the following: This Work also includes the excavation, haul, and disposal of all unsuitable materials such as peat, muck, swampy or unsuitable materials, including buried logs and stumps. 2-09.3(1)D Disposal of Excavated Material Section 2-09.3(1)D is revised as follows: The second paragraph is replaced with: All costs for disposing of excavated material within or external to the project limits shall be included in the unit contract price for structure excavation, Class A or B. The third paragraph is replaced with: If the Contract includes structure excavation, Class A or B, including haul, the unit contract price shall include all costs for loading and hauling the material the full required distance, otherwise all such disposal costs shall be considered incidental to the Work. 2-09.4 Measurement Section 2-09.4 is revised and supplemented as follows: Gravel backfill. Gravel backfill, except when used as bedding for culvert, storm sewer, sanitary sewer, manholes, and catch basins, will be measured by the cubic yard in place determined by the neat lines required by the Plans or by the ton as measured in conformance with Section 1-09.2. 2-09.5 Payment Section 2-09.5 is revised and supplemented as follows: Payment will be made for the following bid items when they are included in the proposal: "Structure Excavation Class A", per cubic yard. "Structure Excavation Class B", per cubic yard. "Structure Excavation Class A Incl. Haul", per cubic yard. "Structure Excavation Class B Incl. Haul", per cubic yard. Payment for reconstruction of surfacing and paving, within the limits of structure excavation, will be at the applicable unit prices for the items involved. If the Engineer orders the Contractor to excavate below the elevations shown in the Plans, the unit contract price per cubic yard for "Structure Excavation Class A or B" will apply. But if the Contractor excavates deeper than the Plans or the Engineer requires, the Contracting Agency will not pay for material removed from below the required elevations. In this case, the Contractor, at no expense to the 61 05/2015 Contracting Agency, shall replace such material with concrete or other material the Engineer approves. The unit contract price per cubic yard for the bid items listed as 1 through 4 above shall be full pay for all labor, materials, tools, equipment, and pumping, or shall be included in the unit bid price of other items of Work if "Structure Excavation" or "Structure Excavation Incl Haul" are not listed as pay items in the Contract. "Shoring or Extra Excavation Class B", per square foot. The unit contract price per square foot shall be full pay for all excavation, backfill, compaction, and other Work required when extra excavation is used in lieu of constructing shoring. If select backfill material is required for backfilling within the limits of the structure excavation, it shall also be required as backfill material for the extra excavation at the Contractor's expense. Any excavation or backfill material being paid by unit price shall be calculated by the Engineer only for the neat line measurement of the excavation and shall not include the extra excavation beyond the neat line. If there is no bid item for shoring or extra excavation Class B on a square foot basis and the nature of the excavation is such that shoring or extra excavation is required as determined by the Engineer, then shoring or extra excavation shall be considered incidental to the Work involved and no further compensation shall be made. "Gravel Backfill (Kind) for (Type of Excavation)", per cubic yard or per ton. "Controlled Density Fill", per cubic yard. When gravel backfill is paid by the ton, the Contractor shall take care to assure to the satisfaction of the Engineer that such per ton backfill is only being used for the specified purpose and not for purposes where backfill is incidental or being paid by cubic yard. Evidence that per ton gravel backfill is not being used for its designated purpose shall be grounds for the Engineer to deny payment for such load tickets. 5-04 ASPHALT CONCRETE PAVEMENT 5-04.2 Materials Section 5-04.2 is revised and supplemented as follows: Delete the second and fourth paragraphs of this section. The base course shall be untreated crushed surfacing. Asphalt concrete shall meet the grading requirements for the specified mix. Temporary patch shall be hot mix. 5-04.3 Construction Requirements Section 5-04.3 is supplemented as follows: Shoulder Restoration. The existing surfacing of disturbed asphalt shoulders shall be removed to a minimum depth of 6 inches below original street grade to provide for placement of the new subgrade and paving. The subgrade shall be constructed of 1% inch minus crushed surfacing base course placed to a compacted thickness of 2%2 inches, followed by 5/8-inch minus crushed surfacing top course placed to a compacted thickness of 1% inches. HMA Class %2" shall then be placed and compacted in 2-inch lifts up to a maximum 4-inch thickness to match existing pavement thickness. Minimum thickness shall be 2 inches.. The shoulder shall be replaced to the existing fog line in areas where the existing asphalt shoulder is seriously disturbed, or at the Engineer's discretion. Asphalt Concrete Patching and Overlay. The Contractor shall maintain temporary hot mix asphalt patches daily during construction to the satisfaction of the governing road agency and the Engineer until said patch is replaced with a permanent hot patch. The permanent hot mix asphalt patch shall be placed and sealed with paving grade asphalt within two (2) weeks of completion of the work in the roadway area unless otherwise approved by the Engineer. i] I a 11 I 62 C] 05/2015 I u Private Driveways. Where a private driveway is damaged by either construction of the project or by the Contractor's use and activity on the road, it shall be repaired to the satisfaction of the property owner, the City, and to its original condition or better. Damaged asphalt -concrete driveways shall be replaced by saw cutting to a straight line and replacing a full width section. Damaged cement -concrete driveways shall be removed to the nearest joint (real or dummy) and replaced with a full width section. Damaged gravel driveways shall have crushed surfacing placed and compacted to a minimum depth of 4 inches. Curbs, Gutters and Sidewalks. Existing curbs, gutters, and sidewalks damaged by construction of the project or the Contractor's use and activity, shall be repaired to the satisfaction of the property owner, the City, and to its original condition or better. 5-04.3(5) Conditioning the Existing Surface Section 5-04.3(5) is supplemented as follows: The Contractor shall maintain existing surface contour during patching, unless otherwise instructed by the City Engineer or Inspector. 5-O4.3(5)A Preparation of Existing Surface Section 5-04.3(5)A is supplemented as follows: The Contractor shall provide his own mechanical sweeping equipment. The sweeper will be on the project prior to the start of paving, to insure the streets to be paved are clean before the tack coat is applied. The sweeper will keep the streets clean ahead of the paving machine and clean the streets ' behind the empty trucks that have dumped their loads into the paving machine. The sweeper must sweep all streets made dirty by the Contractor's equipment. If the paving machine is "walked" from one site to another, the sweeper must sweep up behind paving machine. The sweeper shall not leave the overlay site until given permission by the City's inspector. I I I I I All utilities shall be painted with a biodegradable "soap" to prevent the tack and ACP from sticking to the lids. Diesel will not be used. After the application of soap, catch basins must be covered to prevent tack and ACID from getting into catch basins. Preparation of existing surface shall be done as outlined in this Section and a tack coat shall be applied at the rate of 0.02 to 0.08 gallons per square yard. Payment for preparation of the surface and application of the tack coat shall be considered incidental to the paving and no separate payment shall be made. The Contractor shall locate all utilities for access immediately after any paving and mark the location by means of painting a circle around the location and scooping a portion of asphalt 4" - 6" in diameter and the depth of the overlay from the center of the utility location. The Contractor shall locate and completely expose gas and water valves for access immediately after final rolling. The day following the start of application of ACID, utility adjustments must begin. The Contractor shall have an adjustment crew adjusting utilities every workable working day until adjustments are complete. During the adjustment of any utility, existing concrete bricks or grouting material that has been broken or cracked shall be removed and replaced at the Contractor's expense. Utility adjustments must be completed within 15 working days after overlay is complete, and within the specified working days. Payment for utility adjustments includes all labor, materials, tools, and equipment necessary to complete the adjustments and is incidental to pay items for Asphalt Patch and Asphalt Overlay. I 63 05/2015 5-04.3(7)A Mix Design Item 2 is deleted and replaced with: 2. Nonstatistical HMA Evaluation. The Contractor shall submit a certification that the mix design submitted meets the requirements of Sections 9-03.8(2) and 9-03.8(6). The Contractor must submit the mix design using DOT Form 350-042 EF. Verification of the mix design by the Contracting Agency is not needed. The Project Engineer will determine anti -strip requirements for the HMA. The mix design will be the initial job mix formula (JMF) for the class of mix. Any additional adjustments to the JMF will require the approval of the Project Engineer and may be made per Section 9-03.8(7). 5-04.3(8)A Acceptance Sampling and Testing—HMA Mixture Item 1 is deleted and replaced with: 1. General. Acceptance of HMA shall be as provided under nonstatistical or commercial evaluation Nonstatistical evaluation will be used for the acceptance of HMA. Commercial evaluation will be used for Commercial HMA, and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Engineer. The proposal quantity of HMA that is accepted by commercial evaluation will be excluded from the quantities used in the determination of nonstatistical evaluation. Item 7 is deleted. 5-04.3(10)8 Control Replace Section 5-04.3(10)B with the following: Sub -base shall be compacted to 95% of the maximum density by the Modified Proctor Test Method, ASTM D 1557. Compact asphalt concrete patch and paving to 95% of maximum compaction. 5-04.5 Payment 5-04.5(1)A Price Adjustments for Quality of HMA Mixture Section is deleted and replaced with: Statistical analysis of quality of gradation and asphalt content will be performed based on Section 1-06.2 using the following price adjustment factors: 64 05/2015 Table of Price Adjustment Factors Constituent Factor "f" All aggregate passing: 1 %Z", 1", %", %", 3/8" and No. 4 sieves 2 All aggregate passing No. 8, No 16, No. 30, No. 50, No. 100 3 All aggregate passing No. 200 sieve 20 Asphalt binder 52 A pay factor will be calculated for sieves listed in Section 9-03.8(7) for the class of HMA and for the asphalt binder. Nonstatistical Evaluation. Each lot of HMA produced under Nonstatistical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall outside the nonstatistical acceptance tolerance limits in Section 9-03.8(7), the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. Commercial Evaluation. If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall.outside the commercial acceptance tolerance limits in Section 9-03.8(7), the lot shall be evaluated to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA produced under Nonstatistical or Commercial Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix factor (NCFM) will be determined. THE NCFM equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit contract price per ton of the mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the composite pay factor. 5-04.5(1)8 Price Adjustments for Quality of HMA Compaction Section is deleted and replaced with: The maximum CPF of a compaction lot is 1.00 For each compaction lot of HMA when the CPF is less than 1.00, a Nonconforming Compaction Factor (NCCF) will be determined. THE NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of the NCFF, the quantity of HMA in the lot in tons and the unit contract price per ton of the mix. 65 05/2015 5-06 TEMPORARY RESTORATION IN PAVEMENT AREA Section 5-06 is new Section with subsections: 5-06.1 Description Pavement areas that have been removed by construction activities must be restored by the Contractor prior to the end of each working period, prior to use by vehicular traffic. Within paved streets, the Contractor may use temporary pavement to allow vehicular traffic to travel over the construction areas. Temporary pavement shall be placed around trench plates or others devices used to cover construction activities in a manner that provides a smooth and safe transition between surfaces. 5-06.2 Materials The asphalt pavement for temporary patches shall be 2" of a hot mix asphalt composition determined by the Contractor to provide a product suitable for the intended application. The Contractor shall not use materials that are a safety or health hazard. Temporary pavement material that does not form a consolidated surface after compaction shall be considered unsuitable and shall be removed from the site. Unsuitable temporary pavement shall be disposed of offsite. 5-06.3 Construction Requirements The Contractor shall maintain temporary hot mix asphalt patches daily to the satisfaction of the governing road agency and the Engineer until said patch is replaced with permanent hot patch. The completed pavement shall be free from ridges, ruts, bumps, depressions, objectionable marks, or other irregularities. The permanent hot mix asphalt patch shall be placed and sealed with a paving grade asphalt within two (2) weeks of completion of the work in the roadway area unless otherwise approved by the Engineer. The Contractor shall immediately repair, patch, or remove any temporary pavement that does not provide a flat transition between existing pavement areas. All temporary asphalt pavement shall be removed from the site by the end of the project and shall not be used as permanent asphalt pavement or subgrade material. 7-05 MANHOLES, INLETS, AND CATCH BASINS 7-05.3 Construction Requirements Section 7-05.3 is supplemented by adding the following: All manholes shall have eccentric cones and shall have ladders. Sanitary sewer pipe to manhole connections shall be "Kor-n-Seal" boot or approved equal, unless otherwise shown on the Plans. 7-05.3(1) Adjusting Manholes and Catch Basins to Grade Section 7-05.3(1) is replaced with: Where shown in the Plans or where directed by the Engineer, the existing manholes, catch basins, or inlets shall be adjusted to the grade as staked or otherwise designated by the Engineer. 66 L05/2015 The existing cast iron ring and cover on manholes and the catch basin frame and grate shall first be removed and thoroughly cleaned for reinstalling at the new elevation. From that point, the existing structure shall be raised or lowered to the required elevation. The Contractor shall construct manholes so as to provide adjustment space for setting cover and casting to a finished grade as shown on the Construction Plans. Manhole ring and covers shall be adjusted to the finished elevations per standard detail 400.1, prior to final acceptance of the Work. Manholes in unimproved areas shall be adjusted to 6" above grade. In unpaved streets: manholes, catch basins, and similar structures in areas to be surfaced with crushed rock or gravel shall be constructed to a point approximately eight inches below the subgrade and covered with a temporary wood cover. Existing manholes shall be cut off and covered in a similar manner. The Contractor shall carefully reference each manhole so that they may be easily found upon completion of the street Work. After placing the gravel or crushed stone surfacing, the manholes and manhole castings shall be constructed to the finished grade of the roadway surface. Excavation necessary for bringing manholes to grade shall center about the manhole and be held to the minimum 1 area necessary. At the completion of the manhole adjustment, the void around the manhole shall be backfilled with materials which result in the section required on the typical roadway section, and be thoroughly compacted. In cement concrete pavement: manholes, catch basins, and similar structures shall be constructed and adjusted in the same manner as outlined above except that the final adjustment shall be made and cast iron frame be set after forms have been placed and checked. In placing the concrete pavement, extreme care shall be taken not to alter the position of the casting in any way. In asphalt concrete pavement: manholes shall not be adjusted until the pavement is completed, at which time the center of each manhole shall be carefully relocated from references previously established by the Contractor. The pavement shall be cut in a restricted area and base material be removed to permit removal of the cover. The manhole shall then be brought to proper grade utilizing the same methods of construction as for the manhole itself. The cast iron frame shall be placed on the concrete blocks and wedged up to the desired grade. The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the cast iron frame plus two feet. The base materials and crushed rock shall be removed and Class 3000 or Commercial Portland Cement Concrete shall be placed so that the entire volume of the excavation is replaced up to but not to exceed 2 inches of the finished pavement surface. On the day following placement of the concrete, the edge of the asphalt concrete pavement, and the outer edge of the casting shall be painted with hot asphalt cement. Asphalt Class G concrete shall then be placed and compacted with hand tampers and a patching roller. The complete patch shall match the existing paved surface for texture, density, and uniformity of grade. The joint between the patch and the existing pavement shall then be carefully painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. The inside throat of -the manhole shall be thoroughly mortared and plastered. Adjustment of inlets: The final alignment and grade of cast iron frames for new and old inlets to be adjusted to grade will be established from the forms or adjacent pavement surfaces. The final adjustment of the top of the inlet will be performed in similar manner to the above for manholes. On asphalt concrete paving projects using curb and gutter section, that portion of the cast iron frame not 1 embedded in the gutter section shall be solidly embedded in concrete also. The concrete shall extend a minimum of six inches beyond the edge of the casting and shall be left 2 inches below the top of the frame so that the wearing course of asphalt concrete pavement will butt the cast iron frame. The existing 1 concrete pavement and edge of the casting shall be painted with hot asphalt cement. Adjustments in the inlet structure shall be constructed in the same manner and of the same material as that required for new inlets. The inside of the inlets shall be mortared and plastered. Monuments and cast iron frame and cover: monuments and monument castings shall be adjusted to grade in the same manner as for manholes. Valve box castings: adjustments of valve box castings shall be made in the same manner as for manholes. 1 67 05/2015 1 7-05.3(2) Abandon Existing Manholes Section 7-05.3(2) is revised as follows: (******) Where it is required that an existing manhole be abandoned, the structure shall be broken down to a depth of at least 4 feet below the revised surface elevation, all connections plugged, the manhole base shall be fractured to prevent standing water, and the manhole filled with sand and compacted to 90 percent density as specified in Section 2-03.3(14)C. Debris resulting from breaking the upper part of the manhole may be mixed with the sand subject to the approval of the Engineer. The ring and cover shall be salvaged and all other surplus material disposed of. 7-05.3(2)A Abandon Existing Sanitary Sewer Pipes Section 7-05.3(2)A is a new section: , (******) Where it is required that an existing sanitary sewer pipe be abandoned (or portions of pipe installed as part of this project which are to be abandoned as shown on the Plans), both ends of the abandoned pipe and all lateral connections to the pipe shall be plugged with 3,000 psi cement concrete and the pipe shall be filled with cement -based grout. A cement -based grout shall be used to fill the void of the abandoned sewer pipe. The grouting material i must have a strength of at least 100 psi and shall have flow characteristics appropriate for filling a sanitary sewer. The grout mix designed and method of installation shall be approved by the Engineer prior to beginning the operation (See Section 9-03.22). 7-05.3(3) Connections to Existing Manholes Section 7-05.3(3) is supplemented by adding the following: (******) Where shown on the Plans, new drain pipes shall be connected to existing line, catch basin, curb inlets and/or manholes. The Contractor shall be required to core drill into the structure, shape the new pipe to fit and re -grout the opening in a workmanlike manner. Where directed by the Engineer or where shown on the Plans, additional structure channeling will be required. Connections to existing sanitary sewer manholes shall be core drilled. Couplings shall be equal to "Kor- n -Seal" boots. Existing sanitary sewer manholes shall be cleaned, repaired, and re -channeled as necessary to match the new pipe configuration and as shown on the Construction Plans. A "connection to existing" item will be allowed at any connection of a new line to an existing structure, or the connection of a new structure to a existing line. No "connection to existing" will be accepted at the location of new installation, relocation and adjustment of line manholes, catch basins, or curb inlets. Any damage to existing pipe or structure that is to remain in place resulting from the Contractor's operations shall be repaired or replaced at her/his own expense. The unit bid price per each shall be full compensation for all labor, materials and equipment required. 7-05.3(5) Manhole Coatings Section 7-05.3(5) is an added new section: (******) All new sanitary sewer manholes shall be coated as specified below. The following coating system Specifications shall be used for coating (sealing) all interior concrete surfaces of sanitary sewer manholes. The coating shall terminate at the Manhole Base Liner specified in Section 7-05.3(6) in accordance with the manufacturer's recommendations. I� 68 1 L05/2015 ' Coating Material: Surfaces: Surface Preparation Application: jSystem Thickness: Coatings: 1 Finish: Color: I I 1 iJ I-] I 1 High Solids Urethane Concrete In accordance with SSPC SP-7 (Sweep of brush off blast) Shop/Field The drying time between coats shall not exceed 24 hours in any case 6.0 mils dry film Primer: One coat of Wasser MC-Aroshield (2.0 mils DFT) Two or more coats of Wasser MC-Aroshield (min. 4.0 mils DFT) White 7-05.3(6) Manhole Base Liner Section 7-05.3(6) is an added new section: Where indicated on the Plans, new manholes shall be installed with prefabricated fiberglass reinforced plastic (FRP) base liners integrally cast and adequately anchored inside new precast concrete manhole base sections during the concrete casting process at the manhole suppliers manufacturing facility. The base liner shall be a one-piece construction of unlayered, homogenous composite with minimum thickness of 0.12" (3 mm) and shall be in lengths and nominal inside diameters corresponding to the precast concrete base section. The manhole base liner shall include full flow channels with side -walls to the crown of the pipe. The inner surface of the bench shall be provided with an anti-skid pattern. Watertight gasketed pipe bell connections to suit specific pipe types, grade and alignment, shall be monolithically attached to the base liners and shall extend to the outside profile of the precast concrete structure. The outer surface of the liner shall be aggregate coated and have steel spirals/lattice bonded to the FRP in order to insure adequate anchoring to concrete base sections to pass vacuum testing with 10" of negative pressure. The base liner shall be cast integral with the precast concrete manhole base section in accordance with the liner manufacturer's specifications. The liner must be fully supported during the casting process and lifting devices shall not penetrate the base liner. The inside liner surfaces shall be free of bulges, dents and other defects that result in a variation of inside diameter of more than 1/4" (7 mm) for base liner flow channel and pipe connections. The precast concrete pipe penetration joint surfaces shall be free of excess concrete at external and internal surfaces to insure a proper seal between the pipe connection and the liner. The FRP polyurethane hybrid polymer liner shall be a non load -bearing component, which is resistant to the chemical environment normally found in wastewater collection systems. The liner shall be prefabricated rigid FRP sections of unlayered homogeneous composite with an aggregate coated outer surface to insure adequate mechanical anchoring of FRP liner to the concrete base section. Base liner properties shall be in accordance with the following: 1. 0.12" (3mm) minimum thickness. 2. Fiberglass (Type E Glass). 3. Minimum length of fibers = 0.625 inches. 4. Content by weight 10% - 12%. 5. Inert Filler. 6. Content by weight 10% - 13%. 7. Bonding aggregate - prewashed, cleaned; dried, fractured 3/8" gravel. 8. Graded particle size minimum 0.08" and maximum 0.12". 9. Rate of application - 3.5 lb/ sq ft. 10. Density of F.R.P. Polyurethane Hybrid Composite (ASTM D1622) - 1.17g/cm3. 1 69 05/2015 11. Shore "A" Hardness Durometer (ASTM D2240) Exceeds 90 on scale. 12. Percolation Test - Water absorption of top surface - 0.032%. 13. Thermal shock (CSA-B45-M93) 100 thermal cycles — no sign of defects. 14. Chemical Resistance (Selected Reagents) (ASTM D1308): Nitric Acid 69% No surface Degradation - Surface Staining Hydrochloric Acid 60% No surface Degradation Ammonia 28% No surface Degradation Sodium Hydroxide 5.25% No surface Degradation Sulfuric Acid 50% No surface Degradation Sulfuric Acid 70% No surface Degradation Sulfuric Acid 80% No surface Degradation Acetone No surface Degradation Unleaded Gasoline No surface Degradation Turpentine No surface Degradation Acetone Immersion (ASTM. D2152) No attack Manhole Base liners shall be manufactured by Predl Systems North America Inc. of Burnaby, B.C, or equivalent. 7-05.4 Measurement Section 7-05.4 is revised and supplemented as follows: Manholes will be measured per each. Measurement of manhole heights for payment purposes will be the distance from finished rim elevation to the invert of the lowest outlet pipe. Adjustments of new structures and miscellaneous items such as valve boxes shall be considered incidental to the unit contract price of the new item and no further compensation shall be made. Connection to existing pipes and structures shall be measured per each. 7-05.5 Payment Section 7-05.5 is supplemented as follows: "Adjust Existing ," per each. The unit contract price per each for "Adjust Existing shall be full pay for all costs necessary to make the adjustment including restoration of adjacent areas in a manner acceptable to the Engineer. If no bid item for Structure Excavation Class A or Structure Excavation Class B is included in the schedule of prices then the Work will be considered incidental and its cost should be included in the cost of the pipe. "Connect to Existing Catch Basin," per each. "Connect Structure to existing pipe," per each. 70 I 05/2015 I f] t I IJ h 1 7-06 DEWATERING Section 7-06 is a new section: 7-06.1 General 7-06.1(1) Definitions Aquifer — rock or sediment in a formation, group of formations, or part of a formation that is saturated and sufficiently permeable to transmit water to pumped wells, wellpoints, eductors and sumps. Confining Layer — a body of material of low hydraulic conductivity/permeability that is stratigraphically adjacent to one or more aquifer. It may lie above or below the aquifer and has a permeability lower than the adjacent aquifer. Dewatering System — a system that will lower the water table, piezometric or potentiometric surface adequately to permit safe and dry construction. Ground Water — water that is found in fully saturated soils, sediments and rocks below the surface of the ground and which flows primarily in response to gravitational forces. Confined Ground Water — ground water under pressure that is greater than atmospheric pressure. Confined ground water is separated from direct contact with atmospheric pressure because of overlying impermeable or relatively low permeability layers of sediments or rock. Ground Water (unconfined) — water in an aquifer that has a water table that is at atmospheric pressure. Ground Water Table — is a particular potentiometric surface for an unconfined aquifer. Incidental Sump Pumping — Sump pumping of perched or pocketed ground water in an excavation where the static ground water table has already been lowered below subgrade using wells or wellpoints. Potentiometric surface/Piezometric level — theoretical (imaginary) surface of the static head of ground water in an aquifer. The water table is a particular potentiometric surface for an unconfined aquifer. Sand/Gravel Pack — a sand or gravel material which is placed in the annular space between a drilled hole and the well casing and/or well screen. Saturated Zone — the part of unconfined aquifer below the water table where the soil pores are completely filled with water. Screen (Well Screen) — a cylinder of steel or plastic material with slots or perforations used to allow water to enter a well while preventing sediment or rock particles from entering the well. Piezometric Level/Head — the level representing the total hydraulic head of groundwater in a confined aquifer. Piezometric Pressure — pore water pressure at a specific point. Pore Water Pressure — the pressure of groundwater in a soil, measured relative to atmospheric pressure. Pumped Well — A hole in the ground with a casing in screen that includes its own motorized pump in the casing or screen to lift water to the surface. Pumping Level — the level of water in a well casing or screen when pumping is in progress. 71 05/2015 Observation Well — a non -pumping well used to observe changes in the elevation of the water table or the potentiometric surface/piezometric head. Subgrade — the finished grade level of an excavation as shown on the drawings, below any slab including excavation for foundation materials. Sump — Shallow hole in the ground adjacent to or in excavation trench with a slotted or perforated casing containing a pump and surrounded by filter sand or gravel to prevent the pumping of formation material. Wellpoint — a short slotted or perforated screen (usually steel or plastic and generally less than 4 inches in diameter and 5 feet long) attached to a 15 to 20 foot long riser pipe and typically jetted, driven or installed in a drilled hole. Wellpoint System — a dewatering system that includes a number of well points, vacuum header, vacuum wellpoint pump and discharge pipe. 7-06.1(2) Scope This section specifies the definition, responsibilities, and execution for control of water. Control of water shall consist of the design, furnishing, installation, operation, maintenance, monitoring, and removal of a dewatering system or systems to achieve proper completion of all work performed under this Contract. The Contractor shall depress water levels and hydrostatic pressures a minimum of 2 feet below the excavation bottom at all times under all conditions. The Contractor shall provide, operate, maintain, and decommission the dewatering systems that consist of wellpoints and a monitoring system. The Contractor shall control ground water so as to prevent softening of the bottom of excavations, or formation of "quick" conditions or "boils" during excavation. The Contractor shall design, install, maintain, and operate the dewatering system so as to prevent removal of the natural soils. The Contractor shall provide backup systems for all ordinary emergencies, including power outage and flooding, and shall have available at all times competent workers for the continuous and successful operation of the dewatering system. The Contractor shall not disable or shut -down the dewatering system between shifts, on holidays, or weekends, or during work stoppages, without written permission from the Engineer. The Contractor shall be responsible for maintaining all electric power service connections to the dewatering system components and for the cost of electric power used in the operation of the dewatering system. The Contractor shall control surface runoff so as to prevent entry or collection of water in excavations or in other isolated areas of the site. The Contractor shall employ sumps to pump any pocketed or undrained water not otherwise collected or removed. However, the Contractor shall not rely solely upon open and cased sumps for dewatering. The Contractor shall use sumps only where static groundwater levels are less than 2 feet above trench bottom or in areas where the potentiometric surface has been previously lowered to within 2 feet of subgrade using wellpoints. The Contractor shall design the dewatering system using accepted and professional methods of design and engineering consistent with sound modern practice. The Contractor shall have, or shall employ the services of a subcontractor who has, experience in the field of dewatering system design, installation, operation, and maintenance. Before the commencement of any dewatering, the Contractor shall obtain acceptance by the Engineer for the design, materials, method, installation, and operation and maintenance details of the dewatering system(s) and monitoring system the Contractor plans to install. Acceptance by the Engineer of the design, materials, method, installation, and operation and maintenance details submitted by the Contractor shall not in any way relieve the Contractor from responsibility for errors therein or from the entire responsibility for complete and adequate design, materials, installation, operation, maintenance 72 1 05/2015 and performance of the system in controlling the water level in the excavated areas and for control of the hydrostatic pressures to the depths herein specified. The Contractor shall bear sole responsibility for proper design, installation, operation, maintenance, and any failure of any component of the dewatering system for the duration of this Contract. Before the commencement of any dewatering, the Contractor shall coordinate with the City for an acceptable dewatering discharge location into the sewer system. After initiating dewatering operations, the Contractor shall operate, maintain and monitor the dewatering system or systems for the duration of the contract until specifically authorized in writing by the engineer to cease operation, maintenance or monitoring. Well construction and abandonment shall be in accordance with WAC 173-160. The Contractor shall install, operate, and maintain a water treatment system to provide for settling of suspended solids or other requisite water quality treatment in the discharge from any sumping or wellpoint system. The Contractor shall dewater and dispose of the water in a manner that will not cause injury to public or private property, or to cause a nuisance or a menace to the public. The Contractor shall not allow the water discharged from the dewatering system wellpoints or supplemental water control systems (i.e. sumps) to degrade the water quality of the receiving waters. 7-06.1(3) Existing Monitoring Wells The approximate locations of an existing monitoring well (AB-2) is shown on the Plans. The Contractor is allowed to use the existing monitoring well to ensure that dewatering systems meet the drawdown requirements. The Contractor shall assume responsibility for determining the suitability and function of the existing well. The City shall bear no responsibility for the condition and usefulness, or lack thereof, of existing well. Upon or before conclusion of the contract, the Contractor shall abandon per WAC 173- 160 all existing wells shown on the Contract Drawings unless otherwise directed by the engineer in writing. 7-06.1(4) Quality Assurance The Contractor shall include, at minimum, all of the elements necessary for furnishing, installing, operating and maintaining the dewatering system. The Contractor shall employ the services of a specialty dewatering subcontractor who has at least 10 years experience in the field of large area -wide ' dewatering system design, installation, operation, and maintenance, and can document successful completion of at least 5 projects in the Puget Sound region which include wellpoints. The Contractor shall employ materials, equipment, and construction methods commonly used and proven as suitable for the duration of construction dewatering. The Contractor shall provide submittals and/or product data that demonstrate the suitability of the materials and equipment proposed for use on these systems. The Contractor shall test the dewatering system to the reasonable satisfaction of the Engineer and make operational any deficiency prior to excavation. The Contractor shall integrate all dewatering, shoring and excavation activities to ensure that dewatering, shoring and excavation activities doe not impede or conflict to the detriment of the work. The Contractor shall be responsible for any impacts to the project from conflicts between dewatering, shoring and/or excavation. 1� i� The contractor shall control excavation dewatering to prevent damage from settlement due to possible lowering of the adjacent groundwater table. The release of groundwater to its static levels shall be performed in such a manner as to maintain the undisturbed state of the foundation soils, prevent disturbance of backfill and prevent movement of all structures and utilities. 73 05/2015 1 7-06.1(5) Submittals I Three (3) weeks before excavation begins, the Contractor shall submit drawings and complete design data showing methods and equipment the Contractor proposes for dewatering, including relief of hydrostatic head, management of other water, and in maintaining the excavation in a dewatered, hydrostatically controlled condition. Contractor shall provide a Ground Water Control Plan (GWCP) developed by a Washington licensed engineer or hydrogeologist with a minimum of 10 years experience in the design of ground water control systems. The Contractor shall submit information sufficient for the Engineer to understand the dewatering system including, but not limited to, the following: 1. Specifications and manufacturer's literature of the materials and a description of the methods proposed for use in the construction of dewatering system. 2. Drawings indicating the location and size of berms, dikes, ditches, wellpoints, sumps, monitoring wells, gravel drains, treatment facilities, discharge lines, and outfall design. The drawings shall include, at a minimum, all dewatering system elements. 3. Capacities of pumps, prime movers, and standby equipment. 4. Information supporting the location and number of any wellpoints, gravel drains, sumps and discharge lines, and the adequacy of vacuum header, pressure header, discharge pipe sizes, pumps, filters/gravel packs, screens and treatment facilities. 5. Information supporting the design of the dewatering gravel packs, wellpoints, and water treatment systems. 6. Settlement monitoring plan that includes monitoring schedules and action items if settlement is detected. 7. The location of settlement monitoring points and a photo log of all structures including walls, railroad tracks, slabs, exposed piping that might be affected by settlement due to lowering of the ground water. 8. Dewatering schedule, operation, maintenance, and abandonment procedures. 9. Project descriptions for dewatering projects of similar scope and size completed in the Puget Sound region by the Contractor's specialty dewatering subcontractor and licensed engineer or hydrogeologist. 7-06.1(6) Available Subsurface Data The Contractor may use the information presented in the following reports: Aspect Consulting, Geotechnical Engineering Report, Central Renton Interceptor Upsize Project, Renton, Washington, September 3, 2014 FINAL REPORT. i Golder Associates, Final Report on Preliminary Geotechnical Investigation, Renton Sunset , Interceptor Phase Il, Renton, Washington, September 2, 2003. However, the Contractor shall assume responsibility for the interpretation or use of all of the information presented in the above reports. The use of the available data and information in no way relieves the Contractor from the sole responsibility for proper design, installation, operation, maintenance, and any failure of any component of the dewatering systems for the duration of this Contract. 7-06.2 Execution 1 7-06.2(1) Monitoring System The Contractor may use any or all of the City's monitoring wells installed during the geotechnical investigations as part of the monitoring system. The Contractor shall install any additional monitoring wells the Contractor needs to ensure dewatering systems achieve the drawdowns necessary to complete the work. The Contractor shall survey measuring point elevations on all pumping and monitoring wells to 0.01-foot precision. The Contractor shall survey all measuring points to a common datum. 74 1 05/2015 I I 1 I The Contractor shall provide in -line flow meters on all wellpoint system discharge pipes to ensure accurate measurement of the total flow from the dewatering system. The flow meters shall show flow in gallons per minute and total flow passing through the meter. The flow meter shall be sized and installed to accurately represent the flow through the meter. The Contractor shall test and document the accuracy of all installed flow meters. The Contractor shall install or identify settlement -monitoring points on adjacent railroad tracks and structures and any additional locations shown on the drawings and survey the elevation of the monitoring points to 0.01-foot precision. The Contractor shall survey all measuring points to a common datum. The Contractor shall maintain accurate and precise daily records of settlement, water level and flow measurements. The Contractor shall measure settlement point elevations and, water levels in all pumping and monitoring wells to 0.01-foot precision and flow to within 5 gallons per minute. Measurements shall be recorded on forms provided by the Engineer. The Contractor shall begin settlement monitoring 3 days prior to any pumping within 700 feet of a settlement monitoring point. The Contractor shall begin water level measurements within 24 hours of any wellpoint installation and development and continue daily measurements until the wellpoint is properly abandoned or the Engineer approves cessation of measurement. The Contractor shall begin water flow measurements within 4 hours of initiating pumping in any wellpoint system and continue measurements until the Engineer approves cessation of measurement. The Contractor shall report to the Engineer, any changes in dewatering discharge flow of 25 percent or more occurring within any 24-hour period within four hours following such a change. The Contractor shall notify the Engineer anytime a pump fails, or is turned off or on, for a period of more than 4 hours. Additionally, the Contractor shall note and record when any dewatering systems are turned off and back on. The Contractor shall provide water level and flow measurement records to the Engineer daily in both hardcopy and digital form. The Contractor may remove and replace or shorten the casings of monitoring wells as the work requires, however, the Contractor shall bear full responsibility for the water level information provided by those wells and any consequences stemming from the lack of or error in the information. The Engineer shall be notified of any change in the measuring points of any well. The Contractor shall re -survey any shortened or lengthened observation well casing, and provide such data to the Engineer. The Contractor shall notify the Engineer, one week prior to installation of any monitoring wells. The Contractor shall provide the Engineer with driller's logs and formation samples at 5-foot intervals for each well. Ground movement shall be limited to less than 1/4-inch. The following procedures shall be followed if the settlement reaches 50 percent (1/8-inch) of the allowable limit (Action Limit) and 100 percent (1/4-inch) of the allowable limit (Cease Work Limit): If the Action Limit is reached, the Contractor shall begin implementing procedures identified in the submittal that will control or minimize further settlement. The BNSF Roadmaster shall be notified if areas within BNSF ROW are affected. If the Cease Work Limit is reached, construction operations shall immediately cease and the Contractor shall provide revised work procedures and mitigation measures to be reviewed and approved by the Owner, Engineer, and BNSF as applicable, prior to continuing with the installation. 7-06.2(2) Formation Protection and Well Development The Contractor shall design, construct, operate, and maintain the dewatering system such that the fine fraction of the foundation soils will not be removed upon pumping. 75 05/2015 The Contractor shall develop all wellpoints to remove fines resulting from drilling and construction and to increase the yield and hydraulic connection with the aquifer. The Contractor shall discharge all development water to the sediment settling tanks prior to discharge. The Contractor shall not discharge any development water directly to the ground surface or surface water body. The Contractor shall develop dewatering wells until the sand/silt content of the discharge water during surging is less than 10 parts per million (ppm) as determined by a centrifugal separating meter such as a Rossum SAND TESTER (Journal AWWA, 46:123, February 1954), or equivalent. The Contractor shall monitor discharge from all parts of the system to ensure that the sand/silt content of the discharge water does not exceed 10 ppm as determined by a Rossum SAND TESTER or equivalent. The Contractor shall provide all of the equipment and fittings for monitoring sand content. The Contractor shall monitor sand/silt content daily for one week after installing any dewatering wellpoint and weekly thereafter. The Contractor shall take sand/silt content measurements in the presence of the Engineer. The Contractor shall notify the Engineer of the time of measurement and provide 24-hour notice of planned measurements. 7-06.2(3) Standby Equipment The Contractor shall furnish and maintain on site sufficient power -generating and other equipment and materials to ensure continuous and successful operation of the dewatering system. The Contractor shall maintain on site, ready to operate, sufficient standby electrical generating capacity to operate all wellpoint pumps simultaneously. The Contractor shall test all backup electric systems monthly in the presence of the Engineer. These tests shall include at least 24 hours of operation under full system load. The Contractor shall have on site, a backup pump for each type of pump in the dewatering system and sufficient pipe and fittings for any repair. 7-06.2(4) Discharge Points and Pipes Discharge piping shall be designed and installed in a manner which minimizes impacts to excavation or construction activities. Acceptable discharge points to be approved by the City. 7-06.2(5) Water Supply for System Installation and Electrical Service The Contractor shall provide water supply and electrical service needed for the dewatering systems. The Contractor shall provide a completely separate power company source for the dewatering system electric service with its own meter and which shall be dedicated solely for the dewatering system and separate from all other electric service. 7-06.2(6) Dewatering System Protection The Contractor shall take reasonable precautions to ensure continuous successful operation of the dewatering system. This includes establishing and/or maintaining adequate marking of all well, pump and pipeline locations. Wherever dewatering wells or discharge lines require crossing for access into, out of, or around an excavation, steel ramps shall protect the system from vehicular traffic. All ramps shall have the strength to support the heaviest equipment on site and shall provide at least one foot of clearance between the dewatering system element and the underside of the ramp. The Contractor shall clearly identify all vehicular access points across the dewatering system with brightly colored or flagged 8-foot high poles on each side of the access point. The Contractor shall valve all ramped pipelines on both sides of the ramp. 7-06.2(7) System Removal A licensed water well contractor in accordance with WAC 173-160 shall abandon all wellpoints and 76 1 05/2015 tobservation wells installed by the Contractor. The Contractor shall also abandon all existing monitoring wells shown on the drawings in accordance with WAC 173-160. The Contractor shall seal any wellpoint hole, sump, gravel drain or other penetrations below the excavation with a bentonite grout mixture exhibiting a permeability less than 1 x 10-6 centimeters per second. 7-06.3 Measurement and Payment Measurement and Payment shall be as indicated in Section 1-09.14(2). 1 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS 7-08.3 Construction Requirements 7-08.3(1)B Shoring Section 7-08.3(1)B is supplemented by adding the following: Conventional trench boxes will not be allowed as a shoring system for any work in Sunset Blvd N. The Contractor shall use an active shoring system for all work in Sunset Blvd N, such as use of hydraulic struts or other means to press the structural shoring members against the soil cut with sufficient force/pressure to prevent soil relax and yielding. 7-08.3(I)C Bedding the Pipe Section 7-08.3(1)C is supplemented by adding the following: Pipe bedding for PVC sewer pipe shall be Gravel Backfill for Pipe Zone Bedding per Section 9-03.12(3) of the Standard Specifications. In no case will pea gravel be permitted. It shall be placed to a depth of 12" over and 6" under the exterior walls of the pipe. Hand compaction of the bedding materials under the pipe haunches will be required. Hand compaction shall be accomplished by using a suitable tamping tool to firmly tamp bedding material under the haunches of the pipe. Care shall be taken to avoid displacement of the pipe during the compaction effo rt. Pipe bedding shall be considered incidental to the pipe and no further compensation shall be made. 7-08.3(1)D Pipe Foundation Section 7-08.3(1)D is a new section: Pipe foundation in poor soil: Whensoft or unstable material is encountered at the subgrade which, in the opinion of the Engineer, will not uniformly support the pipe, such material shall be excavated to an additional depth as required by the Engineer and backfilled with foundation gravel material placed in maximum 12-inch lifts. Foundation gravel shall be ballast and conform to the requirements of Section 9- 03.9(1) of the Standard Specifications. Corrections faulty grade: Excess excavation below grade shall be backfilled with foundation gravel as specified above and thoroughly compacted to the required grade line. Survey A 7-08.3(2) Y Line and Grade Section 7-08.3(2)A is replaced with: (******) Survey line and grade control shall be provided in accordance with Sections 1-05.4, 1-05.5 and 1-11 in a manner consistent with accepted practices. 77 05/2015 The Contractor shall transfer line and grade into the trench where they shall be carried by means of a laser beam. Any other procedure shall have the written approval of the Engineer. 7-08.3(2)8 Pipe Laying General — Section 7-08.3(2)B is supplemented by adding the following: Checking of the invert elevation of the pipe may be made by calculations from measurements on the top of the pipe, or by looking for ponding of 1/2" or less, which indicates a satisfactory condition. At manholes, when the downstream pipe(s) is of a larger size, pipe(s) shall be laid by matching the (eight - tenths) flow elevation, unless otherwise approved by the Engineer. All pipe, fittings, etc. shall be carefully handled and protected against damage, impact shocks, and free fall. All pipe handling equipment shall be acceptable to the Engineer. Pipe shall not be placed directly on rough ground but shall be supported in a manner, which will protect the pipe against injury whenever stored at the trench site or elsewhere. No pipe shall be installed where the lining or coating show defects that may be harmful as determined by the Engineer. Such damaged lining or coating shall be repaired, or a new undamaged pipe shall be furnished and installed. The Contractor shall inspect each pipe and fitting prior to installation to insure that there are not damaged portions of the pipe. Any defective, damaged, or unsound pipe shall be repaired or replaced. All foreign matter or dirt shall be removed from the interior of the pipe before lowering into position in the trench. Pipe shall be kept clean during and after laying. All openings in the pipeline shall be closed with watertight expandable type sewer plugs at the end of each day's operation, or whenever the pipe openings are left unattended. The use of burlap, wood, or other similar temporary plugs will not be permitted. Where necessary to raise or lower the pipe due to unforeseen obstructions or other causes, the Engineer may change the alignment and/or the grades. Except for short runs, which may be permitted by the Engineer, pipes shall be laid uphill on grades that exceed 10 percent. Pipe, which is laid on a downhill grade, shall be blocked and held in place until sufficient support is furnished by the following pipe to prevent movement. _ Unless otherwise required, all pipe shall be laid straight between the changes in alignment, and at uniform grade between changes in grade. For concrete pipes with elliptical reinforcement, the pipe shall be placed with the minor axis of the reinforcement in a vertical position. Immediately after the pipe joints have been made, proper gasket placement shall be checked with a feeler gage as approved by the pipe manufacturer to verify proper gasket placement. 7-08.3(2)E Rubber Gasketed Joints Section 7-08.3(2)E is supplemented as follows: Care shall be taken by the Contractor to avoid over pushing the pipe and damaging the pipe or joint system. Any damaged pipe shall be replaced by the Contractor at his expense. 7-08.3(2)H Sewer Line Connections Section 7-08.3(2)H is supplemented by adding the following: All connections not occurring at a manhole or catch basin shall be done utilizing pre -manufactured tee connectors or pipe sections approved by the Engineer. Any other method or materials proposed for use in making connections shall be subject to approval by the Engineer. Unless otherwise approved by the Engineer, all connections of lateral sewers to existing mains shall be made through a cast iron saddle secured to the sewer main with stainless steel bands. When the existing main is constructed of PVC, plain or reinforced concrete, cast or ductile iron pipe, the existing I 78 05/2015 1 I'I t I 1 main shall be core drilled. When the existing main is constructed of vitrified clay, the main shall be re - sectioned with flexible couplings, Fernco or approved equal. Connections (unless booted connections have been provided for) to existing concrete manholes shall be per Section 7-05.3(3). 7-08.3(2)J Placing PVC Pipe Section 7-08.3(2)J is an added new section: In the trench, prepared as specified in Section 7-02.3(1) PVC pipe shall be laid beginning at the lower end, with the bell end upgrade. The bedding material shall extend from 6" below the bottom of the pipe to 12" above the top of the pipe. When it is necessary to connect to a structure with a mudded joint a rubber gasketed concrete adapter -collar will be used at the point of connection. 7-08.3(3)A Backfilling Sanitary Sewer Trenches Section 7-08.3(3)A is a new section supplementing 7-08.3(3) To the maximum extent available, suitable material obtained from trench excavation shall be used for trench backfill, unless otherwise indicated on the Plans. All material placed as trench backfill shall be free from rocks or stones larger than 6 inches in their greatest dimension, brush, stumps, logs, roots, debris, and organic or other deleterious materials. No stones or rock shall be placed in the upper three feet of trench backfill. Rock or stones within the allowable size limit incorporated in the remainder of fills shall be distributed so that they do not congregate or interfere with proper compaction. If the native material is considered by the Engineer as unsuitable for backfill, or where unsuitable material is requested by the Engineer to be removed or over -excavated from trench excavations, then Bank Run Gravel for Trench Backfill Sewer material conforming to the requirements of Section 9-03.19 shall be used, unless otherwise indicated on the Plans. All native or imported backfill material shall be compacted to 95% of maximum dry density per ASTM D 1557 unless otherwise specified herein or on the Plans. Backfill within paved areas shall be compacted to at least 95 percent of maximum dry density as determined by the modified proctor compaction test, ASTM D1557. This includes the foundation, backfill, and base course materials. Maximum lift thickness of backfill shall not exceed 24 inches between the top of the bedding and 4 feet below grade and 12 inches from 4 feet below grade to the base of the subgrade. The Engineer may be on -site to collect soil samples and to test compaction. The Contractor shall provide site access at all times for compaction testing and sample collection. Areas of the trench which fail to meet the compaction requirements shall be removed and replace and re - compacted at the Contractor's expense. The Contractor shall be responsible for any settlement of backfill, sub -base, and pavement that may occur during the period stipulated in the Contract conditions. All repairs necessary due to settlement shall be made by the Contractor at his expense. Backfill in unimproved areas shall be compacted to at least 90 percent of maximum dry density as determined by the modified proctor compaction test, ASTM D1557. The Contractor shall be responsible for the disposal of any excess excavated material. 7-08.3(3)B Underground Warning Tape Section 7-08.3(3)B is a new section supplementing 7-08.3(3) Install green underground warning tape for the 24-inch PVC sewer pipe, labeled "CAUTION BURIED SEWER LINE BELOW." Place in trench, two feet below finished grade. Warning tape shall be 4 MIL 79 05/2015 polyethylene suitable for buried applications. 7-08.4 Measurement The first paragraph of Section 7-08.4 is revised as follows: Gravel backfill for foundations, or gravel backfill for pipe zone bedding when used for foundations, shall be measured by the cubic yard, including haul, as specified in 2-09, or by the ton. 7-08.5 Payment Section 7-08.5 is replaced with: Payment will be made in accordance with Section 1-04.1 for each of the following bid items that are included in the proposal: "Gravel Backfill for Foundations Class ", per cubic yard or ton. "Gravel Backfill for Pipe Zone Bedding", per cubic yard or ton. All costs associated with furnishing and installing bedding and backfill material within the pipe zone in the installation of culvert, storm sewer, and sanitary sewer pipes shall be included in the unit contract price for the type and size of pipe installed. "Plugging Existing Pipe", per each. "Commercial Concrete", per cubic yard. "Structure Excavation Class B", per cubic yard. "Structure Excavation Class B Incl. Haul", per cubic yard. Unless specifically identified and provided as separate items, structure excavation, dewatering and backfilling shall be incidental to pipe installation and no further compensation shall be made. All costs in jointing dissimilar pipe with a coupling or concrete collar shall be included in the unit contract price per foot for the size and type of pipe being jointed. "Shoring or Extra Excavation Class B", per square foot. If this pay item is not in the Contract, then it shall be incidental. 7-17 SANITARY SEWERS 7-17.2 Materials Section 7-17.2 is replaced with the following: (******) Pipe Gravity sewer pipe shall be as specified herein and as shown on the Plans. The Contractor shall provide two copies of the pipe manufacturer's technical literature and tables of dimensional tolerances to the Engineer. Any pipe found to have dimensional tolerances in excess of those prescribed or having defects, which prevent adequate joint seal or any other damage, shall be rejected. If requested by the Engineer, not less than three nor more than five lengths of pipe for each size, selected from stock by the Engineer, shall be tested as specified for maximum dimensional tolerance of the respective pipe. Material for PVC sewer pipe shall meet the requirements of Solid Wall PVC Sanitary Sewer Pipe per Section 9-05.12(1) of the Standard Specifications. All pipe shall be clearly marked with type, class, and thickness. Lettering shall be legible and permanent under normal conditions of handling and storage. 80 IOS/2015 7-17.3 Construction Requirements 7-17.3(1) Protection of Existing Sewerage Facilities Section 7-17.3(1) is supplemented by adding the following: When extending an existing sewer, the downstream system shall be protected from construction debris by placing a screen or trap in the first existing manhole downstream of the connection. It shall be the Contractor's responsibility to maintain this screen or trap until the new system is placed in service and then to remove it. Any construction debris, which enters the existing downstream system, shall be removed by the Contractor at his expense, and to the satisfaction of the Engineer. When the first jmanhole is set, its outlet shall be plugged until acceptance by the Engineer. 7-17.3(2)H Television Inspection 11 Section 7-17.3(2)H is supplemented by adding the following: (******) Once the television inspection has been completed the Contractor shall submit to the Engineer the written reports of the inspection plus the videos. Said videos are to be in color and compatible with the City's viewing and recording systems. The City will accept video submittals on DVD viewable on a standard player or a CD or DVD compatible with "Granite XP". 7-17.4 Measurement �. Section 7-17.4 is supplemented as follows: (******) Measurement of "Bank Run Gravel for Trench Backfill Sewer" will be determined by the cubic yard in place, measured by the neat line dimensions shown in the Plans, or by the ton on truck tickets. 7-17.5 Payment Measurement and Payment Schedule for installation of sanitary sewer mains and appurtenances is shown in Section 1-09.14. Section 7-17.5 is revised and supplemented as follows: (******) Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the proposal: "Furnish and Install In. sewer pipe", per linear foot. The unit contract price per each for " Furnish and Install In. sewer pipe", shall be full pay for the bid item as described in Section 1-09.14. ' "Furnish and Install In. side sewer pipe", per linear foot. The unit contract price per each for " Furnish and Install In. side sewer pipe", shall be full pay for the bid item as described in Section 1-09.14. "Testing Sewer Pipe", per linear foot. The unit contract price per linear foot for "Testing Sewer Pipe" shall be full pay for all labor, material and equipment required to conduct the leakage tests required in Section 7-17.3(2). If no unit price for "Testing Sewer Pipe" is included it shall be considered incidental to the pipe items. "Removal and Replacement of Unsuitable Material", per cubic yard or ton. The unit contract price per cubic yard or ton for "Removal and Replacement of Unsuitable Material" shall I 1 81 05/2015 1 be full pay for all Work to remove unsuitable material and replace and compact suitable material as specified in Section 7-08.3(1)A. "Bank Run Gravel for Trench Backfill Sewer", per cubic yard or ton. The unit contract price per cubic yard or ton for "Bank Run Gravel for Trench Backfill Sewer" shall be full pay for all Work to furnish, place, and compact material in the trench. "Television Inspection", per linear foot. 7-21 GENERAL SPECIFICATIONS FOR CURED IN PLACE PIPE (CIPP) li Section 7-21 is a new section: 7-21.1 Description This Section specifies rehabilitation of pipelines by the installation of resin -impregnated liner cured in place piping (CIPP). Resin Impregnated Fabric and Fiberglass CIPP are specified herein. The Contractor shall use the appropriate materials to meet the design requirements specified and the project specific conditions shown on the Plans. The CIPP liner shall be installed in accordance with the project specific work constraints in Section 1- 08.13, the requirements indicated on the Plans, and in accordance with the BNSF Temporary Occupancy Permit per Section 1-07.6. 7-21.1(1) Related Work Specified Elsewhere Resin Impregnated Fabric CIPP, Section 7-22. Resin Impregnated Fiberglass CIPP, Section 7-23. 7-21.1(2) Licensing The Contractor or sub -contractors shall be registered to work in the City of Renton. The Contractor or sub -contractor installing the CIPP shall have a current license agreement with the product Manufacturer or Assembler. Individuals installing the CIPP shall be certified by the product Manufacturer or Assembler. Lining installation shall be in accordance with the requirements of the product Manufacturer or �. Assembler and as directed by their Technical Representative. This includes the correction of defective work. Certification showing that the Installer is currently licensed by the appropriate licensor to perform CIPP installation shall be provided. i 7-21.1(3) Contractor and Manufacturer Qualifications �■ The Manufacturer of the CIPP liner shall have a minimum of 200,000 linear feet of CIPP successfully installed in accordance with these specifications. Manufacturer's using standards other than those listed in these specifications shall demonstrate to the satisfaction of the Owner that the standards followed produce a product that is, at a minimum, equal to the quality of product developed using the listed standards. a The CIPP lining Contractor shall have a minimum of five (5) successfully completed projects totaling a minimum of 50,000 lineal feet using the proposed CIPP rehabilitation technology. In addition, the Contractor's project superintendent shall have a minimum of three (3) successfully completed projects 82 o5/2015 i 1 ri totaling a minimum of 25,000 lineal feet using the proposed CIPP rehabilitation technology. The Contractor's identified project superintendent shall be on the project for the duration of the project and shall be available at all times during the CIPP rehabilitation. At least one person on the Contractor's installation crew shall have a minimum of one (1) year of CIPP installation experience and shall be on the project site at all times. The Contractor's identified Lateral Cutting Technician shall have minimum of one (1) year of experience reinstating laterals. Wastewater collection system rehabilitation products submitted for approval shall be provided with third party test results supporting long-term performance and structural strength of the product. Third party test result data shall be satisfactory to the Engineer. Test samples shall have been prepared so as to simulate the installation methods and trauma of project conditions. 7-21.1(4) Contractor Submittals All procedures or material descriptions requiring the Engineer's approval shall be submitted not less than 15 calendar days prior to mobilizing or commencing any CIPP activities at the site of the work and shall include the following information: 1. Licensing and Qualifications requirements per Sections 7-21.1(2) and 7-21.1(3). 2. CIPP Lining Plan to include the following: • Work sequence organized by pipeline section with installation schedule. • Confirmation of liner length. • Locations of all service connections with disposition for each. • Anticipated cleaning and preparation requirements. • Sewer Service Interruption Notification Plan. 3. Manufacturer's certificate(s) indicating that the supplied lining materials meet the requirements of the Specifications, ASTM standards and a certificate of compliance from an independent third party lab. 4. Details on all lining materials and resins. 5. Name of resin supplier and liner fabric supplier. 6. Manufacturer's or Assembler's certification that the liner materials and system are in compliance with the specifications, codes, and standards referenced in these specifications. 7. Test reports on testing of CIPP products. 8. Manufacturer's or Assembler's recommendations for factory and field (whichever applies) wet out procedures including: volume of resin per unit of liner, mixing ratios and procedures for resin and catalyst/hardener, shelf life of resin, pot life of resin, required wet out procedure to ensure full saturation, and other criteria deemed necessary to ensure proper wet out of the liner. 9. Manufacturer's or Assembler's data sheets for factory wet out and/or Contractor's data sheets for field wet out showing: quantity of resin and catalyst used for each length of liner, at or prior to time of installation. 10. Manufacturer's or Assembler's certification that all Manufacturer's or Assembler's wet out recommendations have been followed on all lengths of CIPP which have factory wet out, at or prior to time of installation. 11. Manufacturer's or Assembler's recommendations for storage procedures and temperature control, handling and inserting the liner, curing details, service connection methods, trimming and finishing, and minimum equipment requirements to allow for an adequate installation. 12. Manufacturer's or Assembler's recommendations and procedures for minimum and maximum Data on Contractor's equipment to be used on site including: type and tolerance of temperature gages and thermocouples used to monitor cure temperature; type and tolerance of equipment used to generate liner inversion pressure; make model, and technical data of all equipment used to generate heat for the curing process; make, model and technical data of backup equipment used to maintain curing temperature; rough size of vehicle(s) which carries the CIPP pipe and installation equipment. 13. Pipe sizing certified calculations demonstrating that the liner has been properly sized to avoid the creation of wrinkles or folds. 14. Manufacturer or Assembler onsite Representative's Certification that the Contractor's t 83 05/2015 installation meets all requirements of the Manufacturer or Assembler and will not void the Owner's warranty. 15. CIPP field samples from previous field installations of the same resin system and tube materials as proposed for the actual installation. Field sampling procedure shall be in accordance with the latest version of ASTM F1216 or ASTM F1743 and in accordance with ASTM D5813. 16. Material Safety Data Sheets for resins, hardeners, catalysts, solvents, and all other compounds or chemicals to be used on the job site. 17. Data logger output in graphic format showing pipe section, time, pressure, and temperature during activation, heating, curing, and cool down. 18. Informational hand out that describes the materials, processes, and odors associated with the lining process. This handout shall be provided at the request of concerned residents. 19. Post -Installation CCTV inspection videos. 7-21.1(5) Quality Assurance The Manufacturer or Assembler shall provide the following: List of inspection items that should be observed and recorded. Inspection items include pre - installation activities, product identification, installation procedures, equipment operations, and post -installation activities. Review all post -installation CCTV tapes of the installed liner. Following this review the Manufacturer's or Assembler's representative shall provide certification to the Engineer ensuring that the Contractor's installation meets the Manufacturer's or Assembler's requirements and will not void the warranty. The finished CIPP shall be continuous over the entire length of an insertion run between two manholes or access points and shall be free from visual defects such as foreign inclusions, dry spots, pinholes, and de -lamination. Wrinkles in the finished CIPP greater than 5 percent of the pipe diameter are unacceptable and shall be removed and repaired by the Contractor at the Contractor's expense. Methods of repair shall be proposed by Contractor and submitted to the Engineer for review and approval. 7-21.1(6) Warranty The Contractor shall warrant each mainline sewer lined with the specified product against defects in materials, surface preparation, lining application, and workmanship for a period of 12 months from the date of final acceptance of the project. The Contractor shall, within one month of written notice thereof, repair defects in materials or workmanship that may develop during said 12-month period. Defects shall be defined as: visible leakage of groundwater through the CIPP system, de -lamination of any portion of the CIPP system as visible from CCTV inspection, or separation of any part of the CIPP system from the host pipe to the extent that the CIPP system inside diameter in the separated area is 90 percent or less of the completed CIPP system inside diameter. The Contractor shall also repair any damage to other work; damage to sewer system components (including pump stations) damages to buildings, houses or environmental damage caused by the backup of the sewer because of the failure of the lining system or repairing of the same at the expense of Contractor, and without cost to the Owner. Repairs shall include removal of the existing liner and re -lining if possible, or excavation and replacement of the section of pipe where the defect occurs. 7-21.2 Materials and Design Requirements 7-21.2(1) Cured in Place Resin Impregnated Material in General The liner shall be designed for a "fully deteriorated" pipe condition in accordance with the procedures of the latest edition of ASTM F1216, Appendix XI and these specifications. All material properties used in design calculations shall be long-term (time -corrected) values. The Contractor shall be familiar with the existing site conditions when preparing the liner design. 84 05/2015 The CIPP will be continuous in length and the wall thickness shall be uniform. No overlapping sections shall be allowed in the circumference or the length of the liner. The CIPP will be capable of conforming to offset joints, bells, and disfigured pipe sections. It shall be able to stretch to fit irregular pipe sections and negotiate bends. The CIPP resin shall be compatible with the liner fabric, other rehabilitation systems it may contact, and the host pipe materials. The CIPP shall be marked at a distance of regular intervals along its entire length, not to exceed 5 feet. Markings shall include Manufacturer's or Assembler's name or identifying symbol. The CIPP liner shall be manufactured with materials from a consistent supplier. All materials of similar type shall be from a single source for the entire project. The composite materials of the liner tube and resin shall, upon installation inside the host pipe, exceed the following minimum test standards, based on restrained sample cured in host pipe and flat plate sample: Physical Properties Flexural Strength (ASTM D790) 4,500 psi Flexural Modulus (ASTM D790) Short Term 300,000 psi Flexural Modulus (ASTM D2990) Long Term 150,000 psi Tensile Strength (ASTM 1216 [pressure pipe only]) 3,000 psi The CIPP shall be fabricated to a size that, when installed, will tightly fit the internal circumference and length of the original pipe. 1. Allowance shall be made for circumferential and longitudinal stretching during the installation process. 2. Diametric shrinking during the curing process shall meet the requirements of ASTM D 5813, Section 6.3.1 or better. The liner thickness shall be designed based on the engineering formulas listed in ASTM D638 and F1216 for fully deteriorated pipes. The thickness shall be sufficient to prevent groundwater from entering the pipe, while maintaining the maximum cross -sectional pipe area possible. Maximum Liner Thickness: The installed CIPP liner shall reduce the existing inside pipe diameter by no greater than 1.5 inches. Contractor shall prepare design calculations for approval prior to performing the lining work. The submitted design calculations shall provide the following information as a minimum: 1. Manhole to Manhole designation As shown on the Drawings 2. Pipe Nominal Diameter (inches) 3. Minimum Liner thickness (inches) 4. Proposed Liner Thickness (inches) The following parameters shall be assumed for the liner design: 1. Modulus of soil reaction, E's = 1,500 psi (fully deteriorated) 2. Unit weight of soil = 140 pcf 3. The minimum ovality for straight runs shall be 2.0 percent 4. AASHTO H2O traffic loads 85 OS/2015 5. AREMA E-80 railroad loads 6. Groundwater at the surface 7. Factor of Safety, N=2.0 For liners inserted by the inversion method, the CIPP shall be coated on one side with a translucent waterproof coating of: 1. Polyvinyl chloride (PVC), or; 2. Polyurethane. For liners inserted by the pull/winch method, the CIPP shall be coated on one side with a translucent waterproof coating of: 1. Polyvinyl chloride (PVC), or; 2. Polyurethane, or; 3. Polyethylene, or; 4. Polypropylene. 7-21.2(2) Resin The resin/liner system shall meet the 10,000 hour test in accordance with Section 8.2.2 Test Methods of ASTM D 5813. Prior to construction, the Contractor shall submit an infrared spectrum chemical fingerprint of the type of resin to be used for this project. 7-21.2(3) Physical Properties The CIPP shall be corrosion resistant to withstand exposure to sewage gases containing quantities of hydrogen sulfide, carbon monoxide, diluted sulfuric acid, and other chemical reagents typical of sewage conveyance. Chemical resistance of the installed CIPP shall meet the chemical resistance requirements of ASTM D543 when subjected to the following solutions: Chemical Solution Concentration, percent Tap Water (pH 6-9) 100 Nitric Acid 5 Phosphoric Acid 10 Sulfuric Acid 10 Gasoline 100 Vegetable Oil 100 Detergent 0.1 Soap 0.1 The hydraulic profile of the installed CIPP shall be maintained as large as possible. The CIPP shall have at a minimum the full flow capacity of the original pipe before rehabilitation. Calculated capacities may be derived using commonly accepted roughness coefficients for the existing pipe material taking into consideration its age and condition. Physical properties shall be subject to ASTM D 2122. 7-21.3 Construction Requirements 7-21.3(1) Preparation The Contractor shall make all necessary provisions to ensure service conditions and structural conditions 86 1 05/2015 of host pipe are suitable for installation and warranty of the liner. The Contractor shall verify the lengths in the field prior to ordering and prior to impregnation of the tube with resin, to ensure that the tube will have sufficient length to extend the entire length of the run. The Contractor shall also measure the inside diameter of the existing pipelines in the field prior to ordering liner so that the liner can be installed in a tight -fitted condition. 7-21.3(1)A Flow Management Contractor shall maintain operation of the existing sewer systems throughout the duration of the project without any interruption of sewer service. Install temporary sewer bypass pumping/systems in accordance with Section 7-27. Temporary bypassing shall be in service prior to Cleaning per Section 7- 21.3(1)B and shall continue until after Post Installation CCTV Inspection per Section 7-21.3(4)C. 7-21.3(1)B Cleaning Clean and prepare pipe per CIPP Manufacturer's or Assembler's requirements. 7-21.3(1)C Point Repairs Advise the Engineer of any point requiring repairs that can only be performed by excavating the defect and removing or repairing the obstruction. Grout defects in the host pipeline including but not limited to open joints, fractures, cracks, and holes in the pipeline as follows: 1. Grout all defects as recommended by liner manufacturer or installer. 2. Grout all locations with active infiltration. The determination of an excessive leak shall be made by the Owner's representative and shall be based on PACP leak designations. Leaks that would be categorized as a Runner(IR) — Severity 4 or Gusher(IG) — Severity 5 shall be considered as excessive. Leaks categorized as Weeper(IW) — Severity 2 or Dripper(ID) — Severity 3 shall be considered incidental to the unit price for CIPP rehabilitation. Make point repairs of any host pipe defect that can be removed by conventional sewer cleaning equipment or by remotely performed repair methods acceptable to the Engineer. Remove protruding laterals, rolled gaskets, roots, mineral deposits, and other objects protruding into the host pipe, internally with a remote controlled cutter. Pipelines that cannot be rehabilitated due to excessive leakage may be deleted from the project at the Engineers discretion. 7-21.3(1)D Manholes Protect all manholes to withstand forces generated by the equipment while installing the liner. 7-21.3(2) Liner Installation 7-21.3(2)A Inversion Method The impregnated tube shall be inserted through an existing manhole or other access point by means of the Manufacturer's or Assembler's recommended installation process. The application of a hydrostatic head, compressed air, or other means shall fully extend the liner to the next designated manhole or termination point and inflate and firmly adhere the liner to the pipe wall. The liner shall be installed at a rate less than 10 feet per minute at all times. Liner shall not be installed through intermediate manholes unless specifically requested in advance in writing and approved by the Engineer. 1 87 05/2015 Liner installation shall be in accordance with ASTM F 1216, Section 7. When inversion is by hydrostatic head, the Contractor shall use methods that control the installation rate, accounting for the increase in hydrostatic head in pipes that have significant elevation change. 7-21.3(2)B Pull/Winch Method The impregnated tube shall be pulled into place within the host pipe with the aid of a power winch that is equipped with a device to monitor the force and prevent excessive tension and tube elongation. The maximum allowable longitudinal elongation, or stretch, of the material shall be one (1) percent. The longitudinal stretch of the tube shall be gauged by comparing marker on the fully inserted tube to the actual length of pipe being rehabilitated. The Contractor shall use a flexible and impermeable calibration hose to inflate the tube. The calibration hose may or may not remain in the complete installation. Hose materials remaining in the installation shall be compatible with the resin system used, shall bond permanently with the tube, and shall be translucent to facilitate post -installation inspection. Hose materials that are to be removed after curing shall be of non-bonding material. Liner installation shall be in accordance with ASTM 1743, Section 6. 7-21.3(2)C Finished Pipe Liner The finished lining shall be continuous over the entire length of an installation run and be free of visual defects such as foreign inclusions, dry spots, pinholes, wrinkles, and de -lamination. The lining shall be impervious and free of any leakage from the pipe to the surrounding ground or from the ground to inside the lined pipe. Any defect, which will or could affect the structural integrity, strength, capacity, or future maintenance of the installed liners, shall be repaired at the Contractor's expense, in a manner approved by the Engineer. The beginning and end of the CIPP liner shall be cut flush at the inlet and outlet points in the manhole, and the ends sealed with a resin mixture compatible with the liner/resin system and shall provide a watertight seal. Sealing material and installation method shall be submitted to and approved by the Engineer prior to start of construction. Hydraulic cements and quick -set cement products are not acceptable. 7-21.3(3) Service Connection Restoration Internally restore by using a pivot -headed CCTV camera and a remote cutting tool to locate the service connections from inside the lined pipe and cutting a hole matching the service connection diameter. Provide a hole free from burrs or projections and with a smooth and crack -free edge. The hole shall be 95 percent minimum of the original service connection interior diameter. The invert of the reinstated service opening shall match the invert of the service connection. Service connection restoration shall be recorded on DVD disc and shall include a pan and tilt view of the entire lateral circumference following cutting. Other methods may be used as approved by the Engineer. 7-21.3(4) Testing 7-21.3(4)A Material Testing Provide certified test results of the properties of the cured lining material from the actual installed CIPP at a minimum of one location per each liner insertion setup. The cured CIPP shall be sampled and tested for flexural strength and flexural modulus in accordance with the requirements of ASTM D790. 88 05/2015 Liner thickness shall be determined at a minimum of three (3) locations on a cut section of the liner using a method of measurement accurate to the nearest 0.005 inch. Wall thickness of samples shall be determined as described in ASTM F1743, Section 8.1.6. The minimum wall thickness at any point shall not be less than 87-1/2 percent of the design thickness. 7-21.3(4)B Field Testing Low Pressure Air Test: Mainlines without service connections shall be low pressure air tested in accordance with Section 7-17 of these specifications. 7-21.3(4)C Post Installation CCTV Inspection Following installation of the CIPP liner, reinstatement of the existing side sewer laterals and final trimming of the liner at the manholes/end of culverts, the new liner shall be inspected for defects using CCTV cameras. The CCTV inspection shall meet the requirements as specified in Section 7-17.3(2)H of these special provisions. The post -installation CCTV inspection shall not be conducted until the side sewers have been reinstated and the cuttings from the reinstatement have been cleaned and removed. CCTV inspections performed by the Contractor at the time of the side sewer reinstatements will not be accepted. 7-21.4 Measurement The length of sewer pipe CIPP rehabilitation will be the number of linear feet of completed installation measured along the invert and will include the length through elbows, tees and fittings. The number of linear feet will be measured from the center of manhole to center of manhole. Measurement for "Reinstate CIPP Laterals" will be per each. 7-21.5 Payment Measurement and Payment Schedule for "Furnish and Install 24-inch diameter Cured -in -Place Pipe" (CIPP) and "Reinstate CIPP Laterals" is shown in Section 1-09.14. 7-22 RESIN IMPREGNATED FABRIC CIPP Section 7-22 is a new section: 7-22.1 Description This Section specifies rehabilitation of pipelines by the installation of resin -impregnated fabric liners. 7-22.1(1) Related Work Specified Elsewhere General Specifications for Cured In Place Pipe (CIPP), Section 7-21. 7-22.2 Materials 7-22.2(1) Cured in Place Pipe Liner The CIPP shall consist of one or more layers of flexible needled felt or an equivalent non -woven material, or a combination of non -woven and woven materials capable of carrying resin, withstanding installation and curing pressures, as required in ASTM F 1216, Section 5; ASTM F 1743, Section 5; and ASTM D 5813, Sections 5, 6, and 8. ISeams in the CIPP shall be stronger than the non -seamed felt. 89 05/2015 7-22.2(2) Resin The resin shall be a chemically resistant isopthalic based polyester thermoset resin and catalyst system, or epoxy resin and hardener that is compatible with the installation process. Vinyl Esters shall not be used. The resin should be able to cure both in the presence, and without the presence of water, and the initiation temperature for cure should be less that 180 degrees Fahrenheit. When properly cured the resin liner system shall meet the structural and chemical resistance requirements of ASTM F1216 and ASTM F1743. The activated resin shall contain a colorant compatible with the resin, organic peroxides and the installation and curing process, such as Creallova® CHROMA CHEM 844-7260 Phthalo-Blue, or equivalent, at a level of 0.01-0.035 % by the weight of the resin. The colorant shall be added concurrently with the organic peroxide activator solution, or immediately after adding it to the resin, to serve as a multi -purpose visual quality assurance indicator. 7-22.2(3) Physical Properties The wall color of the interior pipe surface of the CIPP after installation shall be a light reflective color 7-22.3 Construction Requirements 7-22.3(1) Preparation 7-22.3(1)A Cleaning Clean and prepare pipe per CIPP Manufacturer's or Assembler's requirements. 7-22.3(2) Installation 7-22.3(2)A Resin Impregnation The quantity of resin used for the fabric tube impregnation shall be sufficient to fill the volume of all voids in the fabric tube material with additional allowances for polymerization shrinkage and the loss of resin through cracks and irregularities in the host pipe wall. A vacuum impregnation process shall be used. To insure thorough resin saturation throughout the length of the felt tube the level of the vacuum and the speed of the resin advance shall be coordinated so that white spots (dry areas) at the inside surface of the flexible membrane shall be small, shallow, less than 10% of the fabric tube wall thickness or 3-mm, whichever is less, and be less than 1% of the volume of the resin per unit length. A roller system shall be used to uniformly distribute the resin throughout the fabric tube. The roller gap dimension shall be calculated by a method that determines the correct volume of resin/felt per foot contained within the confining perimeter of the flexible membrane. The "wet -out" fabric tube shall meet ASTM F 1216, 7.2 or ASTM F 1743, 6.2 as applicable, and shall have a uniform thickness and excess resin distribution that when compressed at installation pressures will meet or exceed the design thickness after cure. No dry or unsaturated layers shall be acceptable upon visual inspection as evident by color contrast between the felt fabric and the activated resin containing a colorant. The person in charge of the "wet -out" process shall complete and sign a "wet -out" sheet for each liner to be delivered to the site. The certified "wet -out" sheet shall include, but is not limited to, "wet -out" date, resin identification, fabric tube length, diameter, and thickness. The Contractor must submit to the Engineer the signed "wet -out" sheet for each liner delivered to the site. Additionally, the Contractor shall submit a sample "wet -out" sheet from a previous job for the Engineer's review prior to the start of the "wet -out" process for the current project. The Owner reserves the right to inspect all phases of production and testing of materials, from all 05/2015 manufacturing, shipping, "wet -out", installation, and cure, to finished product Liners installed in pipe segments that contain a vertical or horizontal curve shall utilize the inversion method only. 7-22.3(2)B Water, Air or Steam Curing After placement of the liner is complete, provide a suitable heat source and distribution equipment. The equipment shall be capable of circulating hot water, air, and/or steam throughout the lined section in accordance with the Manufacturer's or Assembler's recommendations to raise the temperature uniformly above the temperature required to affect a resin cure. This temperature shall be determined by the Manufacturer or Assembler based on the resin/hardener system employed. The heat source shall be fitted with continuous monitoring thermocouples to measure and record the temperature of the incoming and outgoing water, steam, and/or air supply. Water, steam, or air temperature during the cure period shall meet the requirements of the resin Manufacturer or Assembler as measured and recorded at the heat source inflow and outflow return lines. Provide standby equipment to maintain the heat source supply. The temperature during the cure shall not be less than 130 degrees Fahrenheit at the boundary between the pipe wall and the liner unless otherwise directed by the Manufacturer or Assembler to meet resin system requirements. Temperature shall be maintained during the curing period as recommended by the resin Manufacturer or Assembler, and shall follow the heating schedule supplied by the Manufacturer or Assembler. A data logger shall record temperature, pressure, and time during activation, heating, and curing. 7-22.3(2)C Cool Down Cool the liner down to temperature specified by Manufacturer or Assembler following the cure period for duration specified by Manufacturer or Assembler, prior to relieving static head. Care shall be taken to ensure that a vacuum is not induced which could damage the new CIPP during the release of head on the new CIPP. A data logger shall record temperature, pressure, and time during cool down. 7-23 RESIN IMPREGNATED FIBERGLASS CIPP Section 7-23 is a new section: 7-23.1 Description This Section specifies rehabilitation of pipelines by the installation of resin -impregnated fiberglass liners. 7-23.1(1) Related Work Specified Elsewhere General Specifications for Cured In Place Pipe (CIPP), Section 7-21. 7-23.1(2) Reference Specifications, Codes, and Standards The following documents form a part of this specification to the extent stated herein and shall be the latest editions thereof. Where differences exist between codes and standards, the one affording the greatest protection shall apply, as determined by the City. 91 05/2015 Reference Title ASTM D 543 Test Method for Resistance of Plastics to Chemical Reagents ASTM D 578 Standard Specification Glass Fiber Strands ASTM D 638 Test Method for Tensile Properties of Plastics ASTM D 790 Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials ASTM D 883 Definitions and Terms Relating to Plastics ASTM D 1600 Abbreviations, Acronyms, and Codes for Terms Relating to Plastics ASTM F 412 Definitions of Terms relating to Plastic Piping Systems ASTM F 1216 Rehabilitation of Existing Pipelines and Conduits by Inversion and Curing of a Resin Impregnated Tube ASTM F 2019 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Pulled in Place Installation of Glass Reinforced Plastic (GRP) Cured -in -Place Thermosetting Resin Pipe (CIPP) 7-23.1(3) CIPP Liner Samples The Contractor shall prepare samples of the installed CIPP liner for subsequent testing of its physical properties. Samples shall be prepared and tested using the flat plate sampling method in accordance with the procedures in Section 8.1 of ASTM F 1216 or ASTM F 2019, as is applicable. The sample will be constructed on the same materials (tube and resin/catalyst) as is used for that given liner installation. The flat plate sample shall be large enough to provide five sample specimens for each Short Term Flexural (Bending) properties as per ASTM D 790 and ASTM D 638 respectively. The cured sample shall be tested by an independent testing laboratory, as recommended by the CIPP liner manufacturer and approved by the Engineer, for the bending and tensile properties, as per ASTM D 790 and ASTM D 638 respectively. Final payment will not be made until test results are received. The Contractor shall be responsible for any deviation from the specified physical properties and those evaluated through testing. Failure to meet the specified physical properties will result in the CIPP liner being considered defective work which will be handled in accordance with Section 1-05 of the standard specifications. The Contractor shall be responsible for all costs associated with the testing of the liner physical properties. The above -stated sampling shall be performed for each separate installation of CIPP. For example: one flat plate sample from each individual pipeline liner installed. The wall thickness of the material tube shall be ordered to the next standard 1.0 mm incremental thickness above the minimum calculated design thickness. Unless otherwise specified to provide for excess resin migration, the gap thickness of the wetting -out equipment shall be sized to allow an excess of 5 to 10 percent resin to pass during impregnation. The minimum wall thickness shall be determined at a minimum of three locations on a cut section of the CIPP flat plate sample using a method of measurement accurate to the nearest 0.005 inch. 7-23.1(4) CIPP Liner Handling Contractor shall exercise adequate care during transportation, handling, and installing to ensure the CIPP material is not torn, cut, or otherwise damaged. If any parts of the CIPP materials becomes torn, cut, or otherwise damaged before or during insertion, it shall be repaired or replaced in accordance with the manufacturer's recommendations and approval by the Engineer before proceeding further; and at the Contractor's expense. 11 I WA 1, 1 I 05/2015 7-23.2 Materials 7-23.2(1) General Specifications All materials and installation procedures provided by the Contractor for use in the CIPP installation process shall be equal to or exceed the requirements of Sections 5 and 7 of ASTM F 1216 or ASTM F 2019 Section S and 6, as is applicable. Wrinkles in the finished liner pipe which cause a backwater of one (1) inch or more or reduce the hydraulic capacity of the pipe (wrinkles which exceed five (5) percent of the pipe diameter) are unacceptable and shall be removed or repaired by the Contractor at no additional cost to the Owner. Wrinkles in the finished liner pipe that reduce the structural stability of the pipe are unacceptable. If a void between the wrinkle and the pipe exists, the Contractor shall repair or replace that section of the pipe at no additional cost to the Owner. Methods of repair shall be proposed by the Contractor and submitted to the Engineer for review. Contractor shall be responsible for control of all material and process variables to provide a finished CIPP possessing the minimum properties specified in ASTM F 1216 or ASTM F 2019, as is applicable and supplemented herein. 7-23.2(2) Chemical Resistance The chemical resistance tests should be completed in accordance with Test Method ASTM D 543. Exposure should be for a minimum of one month at 73.4 degrees F. During this period, the CIPP test specimens should lose no more than 20 percent of their initial flexural strength and flexural modulus when tested in accordance with Section 8 of ASTM F 1216 or ASTM F 1743, whichever is applicable. The Contractor shall be responsible for all costs associated with the chemical resistance tests. Proof of meeting these requirements shall be provided to the Engineer for approval at least ten (10) days prior to commencement of work. 7-23.2(3) Component Properties The fiberglass tubing shall be made of non corrosion material and shall be free from tears, holes, cuts, foreign materials and other surface defects. The physical properties apply to CIPP manufactured polyester or vinylester resin. Resins should be appropriate for conditions encountered. 7-23.2(4) Finished and Cured CIPP Liner Properties The physical properties of the cured CIPP shall have minimum initial test values as given in Section 17-21. Properties for these or any other enhanced resins shall be substantiated with test data. 7-23.2(5) Dimensions Contractor shall make allowances in determining the in -liner tube length and circumference for stretch during installation and shrinkage during curing. The minimum length shall be that which continuously spans the distance from the center of the inlet manhole to the center of the outlet manhole. The Contractor shall verify the lengths in the field before the in -liner tube is cut and impregnated. Individual installation runs may include one or more manhole -to -manhole sections as approved by the Engineer. Installation of the liner shall be through existing or new manholes. Excavation for liner insertion shall not be permitted except to replace the manhole cones, if necessary and/or required. The diameter of the existing pipes may be larger than the nominal inside diameter. It is the Contractor's responsibility to determine the required diameter of the liner. The maximum wall thickness shall be at least the calculated design thickness, or the minimum specified, 1 93 05/2015 1 to increase the diameter only as much as necessary. 7-23.3 Construction Requirements 7-23.3(1) Installation Procedures It is forbidden to "wet -out" in -liner at the construction site because of external influences such as heat, no possibilities to control vacuum and correct mixture of resin. The Contractor shall ensure that the pressure inside of the CIPP tube exceeds the outside pressure due to groundwater. 7-23.3(1)A Installation Process The liner will be installed by the pull/winch method. The Contractor has to make sure that at no time resin can come in contact to the groundwater and cause environmental issues. Preparing the old pipe or inversion of a pre -liner is part of the installation and is included without any additional costs. Before pulling the in -liner in, a protective foil has to be installed. The in -liner tube shall be impregnated with resin and lowered into the manhole. The tube shall then be pulled into position within the existing pipe with the aid of a power winch that is equipped with a device to monitor the force and prevent excessive tension and tube elongation as determined by the liner manufacturer. The pipe shall then be inflated with air. The in -liner has to be inspected immediately before starting the curing process. 7-23.3(1)B Curing Pre -curing video inspection of the inflated liner must be recorded and the entire length of the liner must be recorded including the liner section that the light chain occupies at any one time. Two cameras must be located on the light chain, one on the front and one on the rear of the light chain to insure the entire length of the liner has been properly inflated. Curing must be done under UV — Light only. The curing process shall follow a step cure or similar approach recommended by the manufacturer and approved by the Engineer, and shall be held at the top step for an adequate length of time as determined by the liner manufacturer to ensure that the design physical properties are attained. Pressure, temperature and curing process shall be monitored by both, computer and video at any time as determined by the liner manufacturer. 7-23.3(2) Finished Product The finished CIPP shall be continuous over the entire length of an installation run. Defects such as foreign inclusions, dry spots, pinholes, de -lamination, and wrinkling beyond the specification allowances, determined by the Engineer as affecting the integrity or strength of the CIPP, or as adversely affecting the hydraulic capacity of the CIPP, shall be repaired or replaced at the Contractor's expense. 7-26 MANHOLE CHANNEL REMOVAL AND REPLACEMENT Section 7-26 is a new section: 7-26.1 Description This Section specifies work, materials and equipment necessary for the removal and replacement of sanitary sewer manhole channels in existing manholes. 1 I s 94 05/2015 7-26.1(1) Warranty The Contractor shall equally warrant each manhole channel against defects in materials, surface preparation, and workmanship for a period of 12 months from the date of final acceptance of the project. The Contractor shall, within one month of written notice thereof, repair defects in materials or workmanship that may develop during said 12-month period. Defects shall be defined as: cracks, flaking or separation of any part of the channel from the host manhole. 7-26.2 Materials Concrete used to channel manholes shall be of an industry standard mix that is utilized for channeling sanitary sewer manholes. 7-26.3 Construction Requirements 7-26.3(1) Examination The Contractor shall examine surfaces to receive manhole channel removal and replacement. Notify the Engineer in writing if there are any conditions which would preclude the contractor from performing the work. Do not begin channel removal, surface preparation, repair, or application until unacceptable conditions have been corrected. 7-26.3(2) Surface Preparation 7-26.3(2)A General The existing channel shall be removed utilizing tools suitable for removal of concrete manhole channels. The entire bench and channel shall be removed prior to installation of the new channel. Before installing the new channel, all contaminants including sewage, oil, grease, dirt, rust, loose mill scale, waxes, efflorescence, sealers, salts, old weathered coatings and other foreign substances shall be removed. Plug or place covers over all pipe openings to prevent extraneous material from entering the sewer system. 7-26.4 Construction Requirements Manhole channels shall be full height of the inside diameter of the largest pipe, unless otherwise r indicated on the Plans. The shelf of the channel shall slope upwards from the channel to the manhole wall at a 1% slope. All upstream channels shall be installed to direct flow towards the downstream (outlet) pipe. Temporary Sewer Bypass Pumping/Systems per Section 7-27 shall be in place prior to performing work. 7-27 TEMPORARY SEWER BYPASS PUMPING/SYSTEMS Section 7-27 is a new section: It shall be the Contractor's responsibility to maintain operation of the existing sewer systems throughout the duration of the project without any interruption of sewer service. The Contractor shall divert all flows around each segment of the pipe or manhole designated for rehabilitation. This diversion shall consist of redirecting flow from an upstream manhole and discharging it to a manhole downstream of the rehabilitation operation or other approved location as required by project specific requirements. 1 95 05/2015 This can be accomplished via a combination of pumping and/or gravity flow using inflatable or mechanical pipe plugs or by other means acceptable to the Engineer. After the work is completed, flow shall be returned to the rehabilitated sewer system. The area affected by the bypass operation shall be fully restored. Temporary Sewer Bypass Pumping/Systems shall be scheduled for continuous operation. Back-up equipment shall be on -site and available for periods of maintenance, refueling or failure of the primary bypass pump(s) or diversion system. Temporary Sewer Bypass Pumping/Systems shall be done in such a manner as not to damage the existing sewer system, private or public property, or create a nuisance or public menace. All facilities, equipment, materials etc. required for the Temporary Sewer Bypass Pumping/Systems shall be secured and protected to maintain public safety and ensure continuous operation. Temporary bypass pumping pipe shall not block driveways or intersections or create a nuisance to traffic unless approved by the Engineer. The sewage shall be pumped through a watertight hose or pipe suitable for raw sewage and maximum operating pressure, and be adequately protected from traffic. The hose or pipe shall be adequately anchored to prevent movement. The discharge of raw sewage to private property, city streets, sidewalks, storm sewer, or any location other than an approved sanitary sewer or location is prohibited. The Contractor shall be liable for all cleanup, repairs, and resultant fines should the Contractor's operation cause any damage, backups or overflows. The Contractor's bypass operation shall be sized to handle, at a minimum, the full pipe capacity in each subject line removed from service, unless a specific flowrate is noted herein. If flow conditions are greater than full pipe, the Contractor may elect to wait for flow conditions to subside prior to removing the subject line from service. Working days will not be charged for the period of time during which the flow is greater than full pipe. No additional payment will be made for periods of high flows during which the Contractor elects to wait for lower flows. Once the Contractor removes a section of line from service he/she is responsible to bypass any and all flow in the system during construction, even in the event the system surcharges and exceeds the full pipe capacity, until the line is returned to service. Anticipated Maximum Flowrates for specific Temporary Sewer Bypass Pumping/Systems: 1. Sewer Bypass Pumping/Systems at SMH 4692 in Sunset Blvd N = 200 gpm maximum. 2. Sewer Bypass Pumping/Systems at SMH 1852 in sidewalk of N 3`d St = 250 gpm maximum. All bypassing systems shall be reviewed by the Engineer. A Sewer Bypass Plan (Plan) for each sewer bypassing system shall be submitted by the Contractor for review two weeks prior to implementation of the bypassing system. The Contractor's Plan shall be satisfactory to the Owner before the Contractor will be allowed to commence sewer bypassing. The Plan shall include an emergency response plan to be followed in the event of a failure of the bypassing system, as well as a security plan for continued operation, protection and public safety of the bypassing system. The review of the bypassing system and equipment by the Engineer shall in no way relieve the Contractor of his responsibility and public liability. The Contractor shall coordinate activities with impacted property owners. Property Owners shall be notified that their side sewer will be out of service for a specified period of time, as approved by the Engineer. When there exist situations where impacted properties cannot be disconnected, plugged, or subjected to any other service interruption, i.e., hospitals, care facilities, restaurants, etc., bypass pumping of the side sewer to the downstream sanitary sewer system shall be required. The Contractor shall verify whether a property is able to be interrupted prior to bypassing operations. Refer to Appendix A at the end of these Special Provisions for a general overview and understanding of the Temporary Sewer Bypass Pumping/Systems anticipated to be required for the project. The schematics developed are for Contractor information only and are representative of the major Temporary Sewer Bypass Pumping/Systems. Additional Temporary Sewer Bypass Pumping/Systems required to complete the work in accordance with the Contract Documents shall be the responsibility of the Contractor. The Contractor is responsible for the design and implementation of all Temporary Sewer Bypass Pumping/Systems necessary to complete the work required by the Contract Documents. M. 05/2015 Temporary Sewer Bypass Pumping/Systems shall be installed in accordance with the project specific work constraints in Section 1-08.13, the requirements indicated on the Plans, and in accordance with the z BNSF Temporary Occupancy Permit per Section 1-07.6. 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL 8-01.3(1)A Submittals Section 8-01.3(1)A is supplemented with the following: Prior to beginning construction and within 10 days of Notice to Proceed, the Contractor shall prepare and submit to the Engineer for approval a Spill Prevention, Control, and Countermeasure Plan in accordance with Section 1-07.15(1). The Contractor shall submit a Construction Stormwater Pollution Prevention Plan (SWPPP) as required by applicable permits obtained for the project. The SWPPP is a document that reflects the specific practices, physical structures and plans on the construction site that will prevent discharges of turbid or polluted stormwater to waters of the state. The SWPPP shall be prepared to the format and content prescribed by the Washington State Department of Ecology (DOE) for use with the Construction Stormwater General Permit. Additional information, including a template for preparing the SWPPP, can be obtained through the DOE website at the following web address: http://www.ecy.wa.gov/programs/wq/stormwater/construction/. The SWPPP is a "living" document that must be updated during the project whenever there is a change in design, construction, operation, or maintenance at the construction site that has, or could have, a significant effect on the discharge of pollutants to waters of the state. 8-13 MONUMENT CASES 8-13.1 Description Section 8-13.1 is revised and supplemented as follows: This Work shall consist of furnishing and placing monument cases and covers, in accordance with the Standard Plans and these Specifications, in conformity with the lines and locations shown in the Plans or as staked by the Engineer or by the Contractor supplied Surveyor. 8-13.3 Construction Requirements Paragraphs 2 and 3 of Section 8-13.3 is revised and supplemented as follows: (******) The monument will be furnished and set by the Engineer or by the Contractor supplied Surveyor. When existing monuments will be impacted by a project, the Contractor shall be responsible for assuring that a registered surveyor references the existing monuments prior to construction. After construction is complete, the monuments shall be re-established by the Surveyor in accordance with RCW58.09.130. 8-13.4 Measurement Section 8-13.4 is supplemented by adding the following: 1, (******) All costs for surveying and resetting existing monuments impacted by construction shall be considered incidental to the Contract unless specifically called out to be paid as a bid item. I . 97 05/2015 8-13.5 Payment Section 8-13.5 is supplemented by adding the following: "Reset Existing Monument" per each. Resetting an existing monument impacted by construction shall be incidental unless included as a pay item in the Schedule of Prices. 8-14 CEMENT CONCRETE SIDEWALKS 8-14.3(4) Curing Section 8-14.3(4) is replaced with: The curing materials and procedures outlined in Section 5-05.3(13) of the Standard Specifications shall prevail, except that white pigmented curing compound shall not be used on sidewalks. The curing agent shall be applied immediately after brushing and be maintained for a period of 5 days. The Contractor shall have readily available sufficient protective covering, such as waterproof paper or plastic membrane, to cover the pour of an entire day in the event of rain or other unsuitable weather. During the curing period, all traffic, both pedestrian and vehicular, shall be excluded. Vehicular traffic shall be excluded for such additional time as the Engineer may specify. The Contractor shall be responsible for barricading, patrolling, or otherwise protecting the newly placed concrete to prevent damage. Damaged, vandalized, discolored, stained, or unsightly concrete shall be removed and replaced at the expense of the Contractor. 8-14.4 Measurement Section 8-14.4 is supplemented by adding the following: When the Contract contains a pay item for "Curb Ramp, Cement Concrete," the per each measurement shall include all costs for the complete installation per the Plans and standard details including expansion joint material, curb and gutter and ramped sidewalk section. Sawcutting, removal and disposal of excavated materials including existing pavement and sidewalk, crushed surfacing base materials and all other Work, materials and equipment required per Section 8-14, shall be included in the per each price for "Curb Ramp, Cement Concrete" unless any of these other items are listed and specified to be paid as separate pay items. If the Contract does not provide a pay item for "Curb Ramp, Cement Concrete," but the Plans call for such installation, then quantities shall be measured with and paid for under the bid items for Curb and Gutter and for Cement Concrete Sidewalk. When curb ramps are to be constructed of asphalt concrete, the payment shall be included in the pay item for "Miscellaneous and/or Driveway Asphalt Concrete." 8-14.5 Payment Section 8-14.5 is supplemented by adding the following: "Curb Ramp, Cement Concrete," per each. Payment for excavation of material not related to the construction of the sidewalk but necessary before the sidewalk can be placed, when and if shown in the Plans, will be made in accordance with the provisions of Section 2-03. Otherwise, the Contractor shall make all excavations including haul and disposal, regardless of the depth required forconstructing the sidewalk to the lines and grades shown, and shall include all costs thereof in the unit contract price per square yard for "Cement Concrete Sidewalk' and the per each contract price for "Curb Ramp, Cement Concrete." f 1, 'I 98 05/2015 t 8-22 PAVEMENT MARKING 8-22.1 Description The following item in Section 8-22.1 is revised as follows: (******) Crosswalk Stripe A SOLID WHITE line, 8 inches wide and 10-feet long, installed parallel to another crosswalk stripe and parallel to the direction of traffic flow and centered in pairs on lane lines and the center of lanes. See detail sheet. Skip Center Line (Replacement) A BROKEN YELLOW line 4 inches wide. The broken or "skip" pattern shall be based on a 24-foot unit consisting of a 9-foot line and a 15-foot gap. Skip center strip is used as centerline delineation on two- lane or three -lane, two-way highways. Double Yellow Center Line (Replacement) Two SOLID YELLOW lines, each 4 inches wide, separated by a 4-inch space. Double yellow center stripe is used as centerline delineation on multilane, two-way highways and for channelization. Approach Line (New) A SOLID WHITE line, 8 inches wide, used to separate left and right turning movements from through movements, to separate high occupancy vehicle lanes from general-purpose lanes, for islands, hash marks, and other applications. Hash mark stripes shall be placed on 45-degree angle and 10 feet apart. Lane Line (Replacement) A BROKEN WHITE line, 4 inches wide, used to delineate adjacent lanes traveling in the same direction. The broken or "skip" pattern shall be based on a 24-foot unit consisting of a 9-foot line and a 15-foot gap. Two Way Left Turn Line (Replacement) A SOLID YELLOW line, 4 inches wide, with a BROKEN YELLOW line, 4 inches wide, separated by a 4-inch space. The broken or "skip" pattern shall be based on a 24-foot unit consisting of a 9-foot line and a 15- foot space. The solid line shall be installed to the right of the broken line in the direction of travel. Crosswalk Line (Replacement) A SOLID WHITE line, 8 inches wide and 10 feet long, installed parallel to another crosswalk stripe and parallel to the direction of traffic flow and centered in pairs on lane lines and the center of lanes. See detail sheet. Stop Line (Replacement) A SOLID WHITE line 12, 18, or 24 inches wide as noted on the Contract Plans. 8-22.3(5) Installation Instructions Section 8-22.3(5) is revised as follows: (******) A manufacturer's technical representative need not be present at the initial material installation to approve the installation procedure. 8-22.5 Payment Section 8-22.5 is supplemented as follows: (******) "Approach Stripe;" per linear foot. "Remove Paint Line ....." wide," per linear foot.* 99 05/2015 "Remove Plastic Line ......" Wide," per linear foot.* "Remove existing traffic markings, "per Lump Sum.* *The linear foot contract price for "Remove Paint Line" and "Remove Plastic Line" and the lump sum contract price for "Remove existing traffic markings" shall be full compensation for furnishing all labor, tools, material, and equipment necessary for removal of existing traffic markings as per the Plans, Specifications and detail sheets. If these pay items do not appear in the contract schedule of prices, then the removal of old or conflicting traffic markings required to complete the channelization of the project as shown on the Plans or detail sheets shall be considered incidental to other items in the Contract and no further compensation shall be made. 8-23 TEMPORARY PAVEMENT MARKINGS 8-23.5 Payment Section 8-23.5 is supplemented with the following: (******) If no pay item is included in the Contract for installation, or for removal of temporary pavement markings, then all costs associated with these items are considered incidental to other items in the Contract or included under "Traffic Control," if that item is included as a bid item. 9-03 AGGREGATES 9-03.8(7) HMA Tolerances and Adjustments Item 1 is deleted and replaced with: (******) 1. Job Mix Formula Tolerances. After the JMF is determined as required in 5-04.3(7)A, the constituents of the mixture at the time of acceptance shall conform to the following tolerances: Aggregate, percent passing 1", W, %", and 3/8" sieves U.S. No. 4 sieve U.S. No. 8 sieve U.S. No. 16 sieve U.S. No. 30 sieve U.S. No. 50 sieve U.S. No. 100 sieve U.S. No. 200 sieve Asphalt Binder VMA V FA Va Nonstatistical Commercial Evaluation Evaluation ±6% ±8% ±6% ±8% ±6% ±8% ±4% ±6% ±4% ±6% ±4% ±6% ±3% ±5% ±2.0% ±3.0% ±0.5% 1.5% below minimum value in 9-03.8(2) minimum and maximum as listed in 9-03.8(2) 2.5% minimum and 5.5% maximum ±0.7% These tolerance limits constitute the allowable limits as described in Section 1-06.2. The tolerance limit for aggregate shall not exceed the limits of the control point's section, except the tolerance limits for sieves designated as 100% passing will be 99-100. 100 1 05/2015 11 9-03.22 Cement -based Grout for Abandoning Existing Utilities Section 9-03.22 is a new section: The Contractor shall submit a mix proposal, to be approved by the Engineer, for Cement -base Grout for Abandoning Existing Utilities prior to commencing work on this item. Cement -based Grout for Abandoning Existing Utilities shall be equal to a 1-sack mix and the materials shall conform to the following: Cement: This material shall be Portland cement as specified in section 9-01. Aggregate: This material shall meet the requirements for fine aggregate as specified in section 9-03.1. Water: Water shall conform to the provisions of Section 9-25.1. 9-14 EROSION CONTROL AND ROADSIDE PLANTING 9-14.2 Seed Section 9-14.2 is supplemented with the following: The seed mixture and rate of application shall be as follows: 9-14.2 Table 1 Common Name % by Weight Min. % pure Seed Min Germination Panther Perennial Ryegrass 30 98 90 Prizm Perennial Ryegrass 20 98 90 Omega III Perennial Ryegrass 20 98 90 Trapeze Red Creeping Fescue 15 98 90 Vista Red Creeping Fescue 15 98 90 Total 100 IThe rate of application shall be 4 pounds pure live seed (PLS) per 1,000 square feet. 9-14.3 Fertilizer Section 9-14.3 is supplemented with the following: Fertilizer shall consist of the following: Total Nitrogen (N) 15.03% 14.2% Ammoniacal Nitrogen 0.83% Nitrate Nitrogen Available Phosphoric Acid (P205) 15.00% Soluble Potash (K20) j 15.00% Sulfur (in Sulfate form expressed as Elemental S) 9.32% 101 05/2015 I Zinc (ZN) 0.26% Chlorine - Not more than 11.87% The rate of application shall be 10.5 lbs. fertilizer per 1,000 square feet. I I t 11 I 102 I ' APPENDICES 1 I APPENDIX A —Temporary Sewer Bypass Pumping/Systems Location Overview APPENDIX B —Standard Plans List ' APPENDIX C — BNSF Temporary Occupancy Permit IAPPENDIX D — Inadvertent Archaeological and Historic Resources Discovery Plan L_J APPENDIX A Temporary Sewer Bypass Pumping/Systems Location Overview TEMPORARY SEWER BYPASS PUMPING/SYSTEMS SCHEMATICS ARE PROVIDED FOR CONTRACTOR INFORMATION ONLY. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL TEMPORARY SEWER BYPASS PUMPING/SYSTEMS NECESSARY TO COMPLETE THE WORK IDENTIFIED IN THE CONTRACT DOCUMENTS AS SPECIFIED IN SPECIAL PROVISIONS SECTION 7-27. MAP IS GRAPHICAL IN NATURE, CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING PIPING INFRASTRUCTURE. Notes None Mir f IN W-26�;; I A FA TEMPORARY SEWER BYPASS SYSTEMS NE 7th St MCA .101 ..�___r. .■■■.ram•■. �■■■�.� � �•�d__� EA 512 0 256 512 Feet WGS_ 1984_Web_Mercator_Auxiliary_Sphere r_ TEMPORARY SEWER BYPASS PUMPING/SYSTEMS Sunset Blvd N & Houser Wav N Legend Parcels TEMPORARY SEWER BYPASS a Technology GIS PUMPING/SYSTEMS Renton MapSu pport@Rentonwa gov Overview Map 7/10/2014 map ,s a Isar generated static is for reference only Data layers that appear on this map may or may not be r,l or othenmse renac i�- THIS MAP IS NOT TO BE USED FOR NAVIGATION TEMPORARY SEWER BYPASS PUMPING/SYSTEMS SCHEMATICS ARE PROVIDED FOR CONTRACTOR INFORMATION ONLY. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL TEMPORARY SEWER BYPASS PUMPING/SYSTEMS NECESSARY TO COMPLETE THE WORK IDENTIFIED IN THE CONTRACT DOCUMENTS AS SPECIFIED IN SPECIAL PROVISIONS SECTION 7-27. MAP IS GRAPHICAL IN NATURE, CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING PIPING INFRASTRUCTURE. li" o FLOW PATH (TYP) PLUG 18" SEWER 2 75012 75 4" 7227500010 7501260 I 0 HE PLUG 12" SEWER Information Technology - GIS This map is a user generated static output from an Internet mapping site and is for reference only. Data layers that appear on this map may or may not be 64 0 32 64 Feet RentonMapSupport@Rentonwa.gov accurate current. or otherwise reliable. WGS_1984_Web_Mercator_Auxiliary_Sphere 05/07/2014 THIS MAP IS NOT TO BE USED FOR NAVIGATION Legend City and County Boundary Other City of Renton l . Parcels Wastewater Structures Clean Outs End Cap .:g Manholes Wet Well Wastwater Mains — City, Gravity City, Force Private. Gravity Private, Force City. Dry _ Service Connections Lateral Lines • KC Metro Structures King County Mains Gravity Force Network Structures Inlet Manhole Q Utility Vault Unknown Structure Control Structure I- Pump Station • Discharge Point z Water Quality Detention Facilities i Pond 77 Tank Vault Wetland Pipe Culvert Open Drains Virtual Drainline Facility Outline Private Network Structures Notes None TEMPORARY SEWER BYPASS PUMPING/SYSTEMS NE 7th St TEMPORARY SEWER BYPASS PUMPING/SYSTEMS-SCHMATIC-S-ARE777OVID D F0-R-CON7TTA-CT07INF777MA INN OINLY. TF CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL TEMPORARY SEWER BYPASS PUMPING/ SYSTEMS NECESSARY TO COMPLETE THE WORK IDENTIFIED IN THE CONTRACT DOCUMENTS AS SPECIFIED IN SPECIAL PROVISIONS SECTION 7-27. MAP IS GRAPHICAL IN NATURE, CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING PIPING INFRASTRUCTURE. PLUG AND VACTOR AT SMH 4638 IN SUNSET BLVD N TO MAKE FINAL CONNECTION TO SMH 4692 VACTOR TRUCK(S) AND/OR TEMPORARY BYPASS PUMPING SYSTEM AT SMH 4692 IN SUNSET BLVD N PLUG 24" SEWER TO PREVENT BACKFLOW FROM DOWNSTREAM SEWER, REMOVE DURING CIPP INSTALLATION s FLOW PATH ABOVEGROUND TEMPORARY DISCHARGE PIPING TEMP BYPASS PUMPING SYSTEM AT SMH 1852 IN SIDEWALK Notes None 56 0 128 256 Feet WGS_1984_Web_Mercator_Auxiliary_Sphere P) Legend City and County Boundary Other ' City of Renton i.. Parcels Wastewater Structures . Clean Outs j End Cap Manholes Wet Well Wastwater Mains City, Gravity City, Force Private, Gravity Private, Force City. Dry KC Metro Structures King County Mains A IF PLUG 15" SEWER ROUTE TEMPORARY DISCHARGE PIPING TO STORM MANHOLE, SLIPLINE THRU STORM LINE TO CROSS UNDER RAILROAD TRACKS AND HOUSER WAY f Unknown Structure Control Structure Pump Station Discharge Point Water Quality Detention Facilities Pond Tank Vault Wetland Pipe Culvert Open Drains Virtual Drainline Facility Outline Private Network Structures Inlet TEMPORARY SEWER BYPASS PUMPING/SYSTEMS Sunset Blvd N (Blue) & Houser Way N (Red) Information Technology - GIS This map is a user generated static output from an Internet mapping site and is reference only Data layers that appear on this map may or may not be accur.a RentonMapSupport@Rentonwa.gov current or otherwise relml 5/7/2014 THIS MAP IS NOT TO BE USED FOR NAVIGATION APPENDIX B Standard Plans List City of Renton Central Renton Sewer Interceptor Reline & Upsize Standard Plans List The Standard Plans for this project are comprised of City of Renton and WSDOT Standard Plans. The Standard Plans included are listed below. City of Renton Standard Plans: • 102 Cement Concrete Sidewalk • 103 Curb and Gutter Replacement Detail • 109 Channelization Markers Detail • 109.1 Channelization Markers Detail • 110 Typical Transverse Patch for Flexible Pavement • 110.1 Typical Longitudinal Patch and Overlay for Flexible Pavement • 111 Typical Patch for Rigid Pavement Patching and Restoration Detail • 400.1 Standard Sanitary Manhole • 401 Manhole Frame and Cover • 404.2 Sewer Manhole Marker Post • H007 Raised Pavement Markers and Precast Block Traffic Curbs WSDOT Standard Plans: • B-15.60-01 Manhole Type 3 • F-10.12-02 Cement Concrete Curbs 6"1 1,- 0" — _MIN., 6"i SIDEWALK _ _1I 12" VARIES: 5' - 6" MIN. 12" R. —\ LEVEL I I / / 1" R. 12" R. (TYP.) — �l \ CURB NOT 2%MAX. / INCLUDED N BID ITEM 6 1 1 SEE RAISED 1/4" PREMOLDED _ EDGE DETAIL JOINT FILLER NOTE: EXTEND SIDEWALK TRANSVERSE JOINTS TO INCLUDE RAISED EDGE CEMENT CONCRETE SIDEWALK RAISED EDGE DETAIL WITH RAISED EDGE VARIES — SIDEWALK MAY BE ADJACENT SLOPE ROUNDING TO A WALL (SEE DETAIL) (WHEN SPECIFIED) i— / i SIDEWALK ,BUFFER STRIP VARIES: 5'-0"MIN. 5'-0" 12" R. (TYP.) — 2% �I 2%MAX. \ 2%MAX. CEMENT CONCRETE SIDEWALK ADJACENT TO BUFFER STRIP SLOPE ROUNDING / (WHEN SPECIFIED i VARIES SIDEWALK MAY BE ADJACENT TO A WALL (SEE DETAIL) SIDEWALK CURB NOT INCLUDED IN BID ITEM VARIES: 5' - 6" MIN. 12" R. (TYP.) CURB NOT �2% 2%MAX. INCLUDED IN BID ITEM 014 _. \„ I. v 114" PREMOLDED JOINT FILLER CEMENT CONCRETE SIDEWALK ADJACENT TO CURB eK 5,/ Ij 5" 0 it a tl8" TO 1/4" i 1 © CONTRACTION JOINT WALL OR BARRIER SIDEWALK y —12"R. i ^ L 1/4" PREMOLDED JOINT FILLER SIDEWALK ADJACENT TO WALL DETAIL BROOMED FINISH 4" WIDE, SMOOTH r ! TROWELED PERIMETER 'CEMENT CONCRETE CURB ;;{CURB AND GUTTER SHOWN) NOT INCLUDED IN BID ITEM am^ 1 1 1 1 1 1 1 1 EXISTING ASPHALT 1LL PAVEMENT SAWCUT (SEE NOTE 2) i ARTERIAL STREET_ MINIMUM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RF SIDEN.TIAL..:TREE T MINIMUM 4" HMA (or ACP Class B) (SEE NDTE 1), OVER 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' — 0' BEYOND EDGE OF DAMAGED PAVEMENT. 1 THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER, FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. NEW CURB _ & GUTTER Y STD. PLAN - 103 PUBLIC WORKS CURB AND GUTTER PPRO D: DEPARTMENT REPLACEMENT DETAIL. � �N'f� AY, 1 1 11 n 1 CENTER LINES • 0 • • • • • • • • • 0 • • • • • • • 0-1-4>> • 1 • • • • • • • • • • • • • • • •-F 3 'I-� 4' YELLOW TYPE 'I' 30' LINE MARKERS DOUBLE YELLOW CENTER LINE 4" YELLOW TYPE 'Ild' LINE MARKERS (REEL.) SINGLE SKIP YELLOW CENTER LINE V4" YELLOW TYPE 'I' LINE MARKERS 4" YELLOW TYPE 'Ild' LINE MARKERS (REFL.) TWO-WAY LEFT TURN LANE • • 0 • • • • • • • • • • • • • • • 0 4„ 915' 3' 12' 4" YELLOW TYPE 'lld' LINE MARKERS (REEL.) 4" YELLOW TYPE '1' LINE MARKERS 0 • • • • • • • 0 • • • • • • • • • • • • • • • • • • 0 • • • NUMBER OF 2-WAY LEFT TURN ARROWS SPEED LIMIT 25 MPH 200' O.C. mot loor SPEED LIMIT 30-35 MPH -- 250' O.C. SPEED LIMIT 40-45 MPH -- 300' O.C. STD. PLAN - 109 PUBLIC WORKS DEPARTMENT CHANNELIZATION MARKERS DETAIL MAY 2009 I I 1 I 1 APPROACH LINE lttttt ttttttt®t 8" 3 ` 4" WHITE TYPE 24' 'I' LINE MARKERS 4" WHITE TYPE 'Ile' LINE MARKERS (REFL.) NUMBER AND LOCATIONS OF ARROWS APPROACH LINE LENGTH OR ARROW LOCATIONS 20'-50' 1 ARROW (20' BACK FROM CROSSWALK OR STOP BAR) 50'-125 2 ARROWS (20' BACK & END OF APPROACH LINE) 125-300' 3 ARROWS (20' BACK, MIDWAY & END OF LINE) ARROWS OVER 300' AT 100' INTERVALS SKIP APPROACH LINE t! ! ttt�' 9' 15' 3' 4" WHITE TYPE '1' LINE MARKERS 4" WHITE TYPE 'Ile' LINE MARKERS (REEL.) LANE LINE 4" • • • • • • • 9' 15' 3' 4" WHITE TYPE 'I' LINE MARKERS 4" WHITE TYPE 'Ile' LINE MARKERS (REFL.) � Y e_® PUBLIC WORKS CHANNELIZATION STD. PLAN — 109.1 DEPARTMENT MARKERS DETAIL �N,tp MAY 2009 2" HMA OR ACP CLAD TRAFF 2" TO 6" HMA OR ACP C 1" 1 VARIES 1 1" MIN MIN -� MIN MIN iJr S ,B,/.�;;'/ / FACE EDGE IC FLOW c _Ass 'B' 6 ri' MIN 2" DEPTH OF GRIND OR SAWCUT AND REMOVE VARIES: 6.5' MIN. MIN MIN VARIES MIN MIN 2" HMA OR ACP CLASS 'B' 2" SAWCUT AND REMOVE OR GRIND, SEAL WITH AR-4000W. ; WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCE FOR ANY SHORING, SHORING, IF NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 7-08.3(1)8 OF CURB OR OF PAVEMENT ENTER LINE OR ANE LINE DEPTH OF EXISTING PAVEMENT HMA OR ACP CLASS 'B' (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE, COMPACT TO 95% MODIFIED PROCTOR. CRUSHED SURFACING TOP COURSE, OR NATIVE MATERIAL IF APPROVED IN WRITING BY THE ENGINEER, COMPACT TO 95% MODIFIED PROCTOR. PIPE ZONE BEDDING. MATERIAL AND COMPACTION AS REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS FOR THE TYPE OF IMPROVEMENT INSTALLED. FOR NOTES, SEE STANDARD PLAN 110.1 **"1116 STD. PLAN - 110 PUBLIC WORKS TYPICAL TRANSVERSE PATCH DEPARTMENT FOR FLEXIBLE PAVEMENT MAY 2009 LANE LINE MARKING 3' MIN. (SEE STD PLAN 110.2) 2" HMA OR ACP CLASS 'B' 2" SAWCUT AND REMOVE OR GRIND, SEAL WITH AR-4000W 3' MIN. VARIES: 4.5' MIN. (SEE STD PLAN 110.2) DEPTH OF EXISTING PAVEMENT HMA OR ACP CL. 'B' (SEE NOTE 2) MIN. 'I , `\ MIN. r 6" CRUSHED SURFACING TOP %\ COURSE, COMPACT TO 95% MODIFIED PROCTOR WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN \ ALLOWANCE FOR ANY SHORING. SHORING, IF NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 7 08.3(1)B EDGE OF PAVEMENT, EDGE OF CURB & GUTTER, OR CENTER OF LANE MARKING CRUSHED SURFACING TOP COURSE, OR NATIVE MATERIAL IF APPROVED IN WRITING BY THE ENGINEER, COMPACT TO 95% MODIFIED PROCTOR PIPE ZONE BEDDING. MATERIAL AND COMPACTION AS REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS FOR THE TYPE OF IMPROVEMENT INSTALLED NOTES: 1. UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR DETERMINING PAVEMENT THICKNESS. 2. MINIMUM THICKNESS AND MATERIAL SHALL BE: PRINCIPAL/MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - 6" HMA OR ACP CLASS 'B'; RESIDENTIAL ACCESS STREETS - 2" HMA OR ACP CLASS `B'; IN NO CASE SHALL THE THICKNESS BE LESS THAN THAT OF THE EXISTING PAVEMENT SECTION. 3. AT THE DISCRETION OF THE ENGINEER, A FULL STREET WIDTH OVERLAY. MAY BE REQUIRED. �Y STD. PLAN - 110.1 �OPUBLIC WORKS TYPICAL LONGITUDINAL PATCH $ DEPARTMENT AND OVERLAY FOR FLEXIBLE PAVEMENT �N,Sp MAY 2009 1 1 1 1 1 1 1 1 1 1 1 i 1 i i i 1 1 SAW CUT SHALL BE VERTICAL AND IN STRAIGHT LINES AS DIRECTED BY THE ENGINEER - REMOVE LOOSENED ASPHALT 3/4" DIAM. X 12" LONG EPDXY COATED DOWEL BARS @ 18" ON CENTER ON ALL SIDES OF OPENING EXISTING COMPACTED BASE SIDE OF TRENCH - HMA OR ACP CLASS 'B' OVERLAY 2" MIN. SAW CUT SHALL BE VERTICAL PORTLAND CEMENT AND IN STRAIGHT LINES AS CONCRETE DIRECTED BY THE ENGINEER PORTLAND CEMENT TRIM 1 CONCRETE EXISTING CONCRETE VERTICALLY I PAVEMENT 3/4" DIAM. X 12" LONG Ju'1 I EPDXY COATED DOWEL BARS 6 @ 18" ON CENTER ON MIN. 6" MIN. ALL SIDES OF OPENING ' Jr r 12 J 12" MIN. SIDE OF TRENCH COMPACTED CRUSHED SURFACING TOP COURSE. COMPACTED TRENCH BACKFILL AS DIRECTED BY THE ENGINEER WITH ASPHALT CONCRETE 0VERLAY WITHOUT ASPHALT CONCRETE 0VERLAY CUT AND PANEL REPLACEMENT DETERMINATION: FULL CEMENT CONCRETE PANEL REPLACEMENT: FOR CEMENT CONCRETE SURFACE STREETS, THE MINIMUM RESTORATION SHALL BE FULL PANEL REPLACEMENT, IF ONE OR MORE OF THE FOLLOWING CONDITIONS EXIST: Less than ten (10) yrs old Ten (10) yrs or older Additional Requirements Local Access without Bus Route No No Local Access with Yes Yes Bus Route Intersection (All Yes Yes Plus one panel beyond Streets) the curb return 40% Removal Yes Yes Excellent Condition (based on visual and/or Yes Yes non—destructive testing) Principal, Minor, Yes, If twenty—four (24) Yes, If twenty—four (24) Collector Arterial and square feet or more of square feet or more of all streets in CBD any panel needs to be any panel needs to be and all bus route patched patched Y a TYPICAL PATCH FOR RIGID STD. PLAN — 111 + n_® + PUBLIC WORKS PAVEMENT PATCHING AND �Nzo� DEPARTMENT RESTORATION DETAIL MAY 2009 ii 1 I I 1� BB' T NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINTS) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. 'A' 'B' 'C' 'D' 'E' 48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" I.D. 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. 60" MH 60" 8" MIN. 6" MIN. 42" MIN. 30" I.D. NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1 /2 BOND. THE USE OF SHIMS IS PROHIBITED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. STD. PLAN - 400.1 PUBLIC WORKS DEPARTMENT STANDARD SANITARY MANHOLE �FNTo$ SEPTEMBER 2011 1 11 1 1 B❑LTH❑LES - 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (586mm) DIA B.C, (SEE DETAIL) RENTONllll SEWER %/////, NA➢E IN USA COVER & FRAME PLAN VIEW 25' DIA, C635mm] 1' 3/4' 125mm] C19mm] 8 3/4' L 2 1/2' C222mm] C64mm] TYP COVER SECTION VIEW 26 1/2' DIA C673mm] 25 1/4' DIA 1641mm] 1 1/16' 1/4' (6mm) DIA 127mm] NEOPRENE GASKET 6' C15j mm] 5/8' 23 3/8' DIA CL ❑PEN 116mm] C594mm] 27 5/16' DIA C694mm] 34 1/8' DIA C867mm] NOTES: COVER BOTTOM VIEW BLT S❑C, (ALLEN HEAD) 5/8'-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4' 1 1/16' C6mm] C27mm] C3mm] CR3mm] GASKET GROOVE DETAIL FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). Y o STD. PLAN - 401 PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT �Fo DECEMBER 2008 3" 38" MIN. WIDTH WHITE POST 62" =I I ll Ill II -.I I II- � Il l I I iiil �II_I 24" SEWER MANHOLE MARKER POST SEWER MANHOLE MARKER NOTES: SEWER MANHOLE MARKER POST SHALL BE EQUAL TO CARSONITE UTILITY MARKER SEWER MANHOLE MARKER POST TO BE USED FOR SANITARY SEWER MANHOLES IN UNIMPROVED AREAS. SEWER MANHOLE MARKER POST SHALL IDENTIFY THE MANHOLE AS "SANITARY SEWER". MD. PLAN - 404.2 PUBLIC WORKS SEWER MANHOLE MARKER POST DEPARTMENT SEPTEMBER 2011 r m m m m = m = m m m = m m m A L L H W . ® % # tai .aai :aaaaaaawiaaaawa��i RPM TYPE 2 RAISED FACE COLORS Type 20 White and Red Type 2c Yellow and Red Type 2d Yellow and Yellow Type 2e White — One Side Only, Type 2f i Yellow - One Side Only. RAISED, PAVEMENT MARKERS (RPM) 1y �5 8 TYPE "A" BLOCK 12* TYPE "C" BLOCK PRECAST BLOCK TRAFFIC. CURBS =� r M M r No M M= M W M M� M= Mr M S! MANHOLE RING AND COVER CIRCULAR ADJUSTMENT SECTION N �f tp N FLAT SLAB TOP SEE TABLE STEPS OR LADDER 0 N RISER SECTIONS ZPRECAST 24 : 1 SLOPE CHANNEL AND SHELF "O" RING � "{. REINFORCING STEEL (TVP.) 1r rTIr TT� •T1TT N GRAVEL BACKFILL FOR H PIPE ZONE BEDDING SEPARATE BASE INTEGRAL BASE PRECAST PRECAST WITH RISER NOTES 1. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. 2. For pipe allowances, see Standard Plan B-10.20. 3. No steps are required when height is 4' or less. MANHOLE DIMENSION TABLE DU1M. MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48' 4- 6- 36" 8" 54" 4.5' 8" 42" 8" 60' 5" 8" 48' 8" 72" 6" B. 60" 12" 84"_ 8- 12" 72" 12- W. 8" 12" 84' 12" 120" 10.. 12" 42" 12' 144" 12" 12" 108" 12' M. $ oa o1 WAsy9aj� y Jill, 901161 SB�I STBQ44535 ��� IIWO TONAL MANHOLE TYPE 3 STANDARD PLAN B-15.60-01 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakodch 111 02-07-12 BTATEDE&ONENO— OATS _ 0 _hfnpbn Shaft Dapo,fo wd of T—spofblion m m r m r m so m r r m m m r m m m m m FACE OF CURB VARIES 12" TO 2FACE OF CURB �j VARIES __1"_ i 10" TO 22" 1" (SEE CONTRACT) MATCH ROADWAY - V R. - - 1 R. - MATCH ROADWAY SLOPE lam= ij SLOPE 12" R. \ ' . • m ROADWAY ROADWAY -� J / M2 R.\ / 11 12" 11 12" \1' DUAL -FACED CEMENT CONCRETE TRAFFIC CURB AND GUTTER 12" R. __ i R. CEMENT CONCRETE OR -,— ASPHALT CONCRETE m ( / SIDEWALK OR PATH o �1 3I8' PREMOLDED JOINT FILLER � (WHEN ADJACENT TO CEMENT CONCRETE SIDEWALK) CEMENT CONCRETE PEDESTRIAN CURB J W 0 z w FACE OF CURB FACE OF CURB LL LVARIES 12" TO 21 �, VARIES m 1" L 10" TO 22" J r1" (SEE CONTRACT) I., R. -. - VR. ROADWAY% 1 \ ROADWAY io � to P I 1 3/4" 1 3/4" DUAL -FACED CEMENT CONCRETE TRAFFIC CURB FACE OF CURB _ FACE OF CURB 8 12" 7�1 L 6 1/2" I 1 VARIES FROM 6" TO 0", ,- MAINTAIN 1H:6V SLOPE 5 12" 1 1" VARIESI _ 1„ R / ON SIDE OF CURB MATCH ROADWAY MATCH ROADWAY 12" R. - . - SLOPE 12" R. - / SLOPE 12" 1 R. 12" - ROADWAY '•� R. ROADWAY � • lr � 1'_8" O i 1,_6„ I I i I I 12" R. -., CEMENT CONCRETE TRAFFIC CURB AND GUTTER 8• CEMENT CONCRETE 12" R. - _ CURB RAMP, LANDING, OR DRIVEWAY VARIES FROM 8"TO0" 1" R. / ENTRANCE 6" 3/8" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT CURB RAMPS, LANDINGS, AND DRIVEWAY ENTRANCES FACE OF CURB 8 1/4" CEMENT CONCRETE TRAFFIC CURB ROADWAY 12"R.-, DEPRESSED CURB SECTION AT CURB RAMPS AND DRIVEWAY ENTRANCES NOTE 1. See Standard Plan F-30.10 for Curb Expansion and Contraction Joint spacing. FLUSH WITH GUTTER PAN AT CURB O RAMP ENTRANCE - 12" VERTICAL LIP AT DRIVEWAY ENTRANCE FACE OF CURB 7 1/4" 3" 4" 12" R. /I 6 ROADWAY 8 1/4" MOUNTABLE CEMENT CONCRETE TRAFFIC CURB i s/0\'A I. F\ � V011 ; H CEMENT CONCRETE CURBS STANDARD PLAN F-10.12-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakodch Ill 06-16-11 STATE DESIGN ENGINEER DATE ♦r Wmhinobn Slob Dopmlmmlor T—porlalion 11 1 j APPENDIX C BNSF Temporary Occupancy Permit I JONESLANG LASALL& May 20, 2015 City of Renton Attention: Mr. Dave Christensen Renton City Hall - 5th Floor 1055 South Grady Way Renton, WA 98057 Dear Mr. Christensen, Jones Lang LaSalle Americas, Inc. 4300 Amon Carter Blvd., Suite 100 Fort Worth, Texas 76155 tel +1 817-230-2600 fax +1 817 306-8265 Tracking No. 14-50523 Enclosed please find one (1) fully executed Agreement for City of Renton. A copy of the executed Agreement must be available upon request at the job site allowing authorization to do the work. Please contact the Roadmaster, Daniel Baker, at telephone (206) 625-6462, or email at daniel.baker2@bnsf.com, at least ten (10) days in advance of entry for each location and BEFORE YOU DIG, CALL 1-800-533-2891. If you need additional information please contact me at (817) 230-2631. Sincerely, Katrina Salazar Associate Manager Permits Enclosure cc: Daniel Baker, BNSF Roadmaster, 2454 Occidental Ave S, Seattle, WA 98134 ' Law Department Approved Tracking #14-50523 TEMPORARY OCCUPANCY PERMIT THIS TEMPORARY OCCUPANCY PERMIT ("License"), is made to be effective May 20, 2015, (the "Effective Date") by and between BNSF RAILWAY COMPANY, a Delaware corporation ("Licensor") and CITY OF RENTON, a Washington corporation ("Licensee"). In consideration of the mutual covenants contained herein, the parties agree to the following: GENERAL 1. Grant of License. Licensor hereby grants Licensee a non-exclusive license, subject to all rights, interests, and estates of third parties, including, without limitation, any leases, use rights, easements, liens, or other encumbrances, and upon the terms and conditions set forth below, to temporarily occupy, in strict accordance with the drawings and specifications approved by Licensor as part of Licensee's application process (the "Drawings and Specifications"), for the purposes specified in Section 4 below, Licensor's rail corridor at or near Renton, County of King, State of Washington, Line Segment 0405, Mile Post 2.90 as shown on the attached Drawing No. 61359, dated July 14, 2014, attached hereto as Exhibit "A", and incorporated herein by reference (the "Premises"). 2. Term. This License shall commence on the Effective Date and shall continue for a period of six (6) months, subject to prior termination as hereinafter described. 3. Existing Improvements. Licensee shall not disturb any improvements of Licensor or Licensor's existing lessees, licensees, easement beneficiaries or lien holders, if any, or interfere with the use of such improvements. 4. Use. Licensee shall use Premises exclusively as a site to replace an existing manhole and rehabilitate an existing sewer. Licensee shall not use the Premises for any other purpose. ' 5. Alterations. Except as set forth in this License, Licensee may not make any alterations to the Premises or permanently affix anything to the Premises or any buildings or other structures adjacent to the Premises without Licensor's prior written consent. COMPENSATION 6. License Fee. Licensee shall pay Licensor, prior to the Effective Date, the sum of Four Thousand Seventy - Three and No/100 Dollars ($4,073) as compensation for the use of the Premises. 7. Costs and Expenses. .1 For the purpose o this License, "cost" "costs" costs" an "expense" "expenses" expenses1 ' includes, but is not limited to, actual labor and material costs including all assignable additives, and material and supply costs at current value where used. ' 7.2 Licensee agrees to reimburse Licensor (pursuant to the terms of Section 8 below) for all costs and expenses incurred by Licensor in connection with Licensee's use of the Premises, including but not limited to the furnishing of Licensor's flaggers and any vehicle rental costs incurred. Licensee shall bear the cost of flagger services and other safety measures provided by Licensor, when deemed necessary by Licensor's representative. Flagging costs shall include, but not be limited to, the following: pay for at least an eight (8) hour basic day with time and one-half or double time for overtime, rest days and holidays (as applicable); vacation allowance; paid holidays (as applicable); railway and unemployment insurance; public liability and property damage insurance; health and welfare benefits; transportation; meals; lodging and supervision. Negotiations for railway labor or collective bargaining agreements and rate changes authorized by appropriate Federal authorities may increase flagging rates. Flagging rates in effect at the time of performance by the flaggers will be used to calculate the flagging costs pursuant to this Section 7. 8. Payment Terms. All invoices are due thirty (30) days after the date of invoice. If Licensee fails to pay any monies due to Licensor within thirty (30) days after the invoice date, then Licensee shall pay interest on such unpaid sum from the due date until paid at an annual rate equal to the lesser of (i) the prime rate last Form 431; Rev. 20140801 l -1� Law Department Approved Tracking #14-50523 published in The Wall Street Jouma/ in the preceding December plus two and one-half percent (2%%), or (ii) the maximum rate permitted by taw. 1 LICENSOR'S RESERVED RIGHTS 9. Reserved Rights of Use. Licensor excepts and reserves the right, to be exercised by Licensor and any other parties who may obtain written permission or authority from Licensor: 9.1 to maintain, use, operate, repair, replace, modify and relocate any utility, power or communication pipe/lines/cables and appurtenances and other facilities or structures of like character upon, over, ' under or across the Premises existing as of the Effective Date; 9.2 to construct, maintain, renew, use, operate, change, modify and relocate any tracks or additional facilities, structures and related appurtenances upon, over, under or across the Premises; or 9.3 to use the Premises in any manner as Licensor in its sole discretion deems appropriate, provided Licensor uses all commercially reasonable efforts to avoid material interference with the use of the Premises by Licensee for the purpose specified in Section 4 above. LICENSEE'S OPERATIONS 10, Use of the Premises. 10.1 Licensee shall notify Licensor's Roadmaster, Daniel Baker at 2454 Occidental Ave S, Seattle, WA 98134, telephone (206) 625-6462, at least ten (10) business days prior to entering the Premises. In the event of emergency, Licensee shall notify Licensor of Licensee's entry onto the Premises at the telephone number above as soon as practicable and shall promptly thereafter follow up with written notice of such entry. 10.2 Licensee's on -site supervisors shall retain/maintain a fully executed copy of this License at all times ' while on the Premises_ 10.3 While on the Premises, Licensee shall use. only public roadways to cross from one side of Licensor's tracks to the other. 10.4 Any contractors or subcontractors performing work on the Premises, or entering the Premises on behalf of Licensee shall be deemed servants and agents of Licensee for purposes of this License. 10.6 Under no conditions shall Licensee be permitted to conduct any tests, investigations or any other activity using mechanized equipment and/or machinery, or place or store any mechanized equipment, tools or other materials, within twenty-five (25) feet of the centerline of any railroad ' track on the Premises unless Licensee has obtained prior written approval from Licensor. Licensee shall, at its sole cost and expense, perform all activities on and about the Premises in such a manner as not at any time endanger or interfere with (i) the existence or use of present or future tracks, roadbeds or property of Licensor, (ii) the safe operation and activities of Licensor or existing third parties, or (iii) the rights or interests of third parties. If ordered to cease using the Premises at any time by Licensor's personnel due to any hazardous condition, Licensee shall immediately do so. Notwithstanding the foregoing right of Licensor, the parties agree that Licensor has no duty or obligation to monitor Licensee's use of the Premises to determine the safe nature thereof, it being ' solely Licensee's responsibility to ensure that Licensee's use of the Premises is safe. Neither the exercise nor the failure by Licensor to exercise any rights granted in this Section will alter the liability allocation provided by this License. LIABILITY AND INSURANCE 11. Liability and Indemnification. 11.1 For purposes of this License: (a) "Indemnitees" means Licensor and Licensor's affiliated companies, partners, successors, assigns, legal representatives, officers, directors, shareholders, employees, and agents; (b) "Liabilities" means all claims, liabilities, fines, penalties, costs, damages, losses, liens, causes of action, suits, demands, judgments, and expenses (including, Form 431, Rev. 20140801 -2- 1 Law Department Approved Tracking #14-50523 without limitation, court costs, reasonable attorneys' fees, costs of investigation, removal and remediation, and governmental oversight costs) environmental or otherwise; and (c) "Licensee Parties" means Licensee or Licensee's officers, agents, invitees, licensees, employees, or contractors, or any party directly or indirectly employed by any of them, or any party they control or exercise control over. 11.2 TO THE FULLEST EXTENT PERMITTED BY LAW, LICENSEE SHALL, AND SHALL CAUSE ITS CONTRACTOR TO, RELEASE, INDEMNIFY, DEFEND AND HOLD HARMLESS INDEMNITEES FOR, FROM, AND AGAINST ANY AND ALL LIABILITIES OF ANY NATURE, KIND, OR DESCRIPTION DIRECTLY OR INDIRECTLY ARISING OUT OF, RESULTING FROM, OR RELATED TO (IN WHOLE OR IN PART): 11.2.1 THIS LICENSE, INCLUDING, WITHOUTLIMITATION, ITS ENVIRONMENTAL PROVISIONS, 11.2.2 ANY RIGHTS OR INTERESTS GRANTED PURSUANT TO THIS LICENSE, 11.2.3 LICENSEE'S OCCUPATION AND USE OF THE PREMISES, 11.2.4 THE ENVIRONMENTAL CONDITION AND STATUS OF THE PREMISES CAUSED BY OR CONTRIBUTED TO BY LICENSEE, OR 11.2.5 ANY ACT OR OMISSION OF ANY LICENSEE PARTY. 11.3 TO THE FULLEST EXTENT PERMITTED BY LAW, LICENSEE NOW AND FOREVER WAIVES ANY AND ALL CLAIMS THAT BY VIRTUE OF ENTERING INTO THIS LICENSE, LICENSOR 1S A GENERATOR, OWNER, OPERATOR, ARRANGER, OR TRANSPORTER FOR THE PURPOSES OF THE COMPREHENSIVE ENVIRONMENTAL RESPONSE, COMPENSATION, AND LIABILITY ACT, AS AMENDED ("CERCLA") OR OTHER ENVIRONMENTAL LAWS (DEFINED BELOW). LICENSEE WILL INDEMNIFY, DEFEND, AND HOLD THE INDEMNITEES HARMLESS FROM ANY AND ALL SUCH CLAIMS. NOTHING IN THIS LICENSE IS MEANT BY EITHER PARTY TO CONSTITUTE A WAIVER OF ANY INDEMNITEE'S COMMON CARRIER DEFENSES AND THIS LICENSE SHOULD NOT BE SO. CONSTRUED. IF ANY AGENCY OR COURT CONSTRUES THIS LICENSE TO BE A WAIVER OF ANY INDEMNITEE'S COMMON CARRIER DEFENSES, LICENSEE AGREES TO INDEMNIFY, HOLD HARMLESS, AND DEFEND INDEMNITEES FOR ANY LIABILITIES RELATED TO THAT CONSTRUCTION OF THIS LICENSE. IN NO EVENT AS BETWEEN LICENSOR AND LICENSEE AS TO USE OF THE PREMISES AS CONTEMPLATED BY THIS LICENSE SHALL LICENSOR BE RESPONSIBLE TO LICENSEE FOR THE ENVIRONMENTAL CONDITION OF THE PREMISES. 11.4 IF ANY EMPLOYEE OF ANY LICENSEE PARTY ASSERTS THAT HE OR SHE IS AN EMPLOYEE OF ANY INDEMNITEE, TO THE FULLEST EXTENT PERMITTED BY LAW, LICENSEE SHALL, AND SHALL CAUSE ITS CONTRACTOR TO, RELEASE, INDEMNIFY, DEFEND, AND HOLD THE INDEMNITEES HARMLESS FROM AND AGAINST ANY LIABILITIES ARISING OUT OF OR RELATED TO (IN WHOLE OR IN PART) ANY SUCH ASSERTION INCLUDING, BUT NOT LIMITED TO, ASSERTIONS OF EMPLOYMENT BY AN INDEMNITEE RELATED TO THE FOLLOWING OR ANY PROCEEDINGS THEREUNDER: THE FEDERAL EMPLOYERS' LIABILITY ACT, THE SAFETY APPLIANCE ACT, THE LOCOMOTIVE INSPECTION ACT, THE OCCUPATIONAL SAFETY AND HEALTH ACT, THE RESOURCE CONSERVATION AND RECOVERY ACT, AND ANY SIMILAR STATE OR FEDERAL STATUTE. 11.5 THE FOREGOING OBLIGATIONS OF LICENSEE SHALL NOT APPLY TO THE EXTENT LIABILITIES ARE PROXIMATELY CAUSED BY THE GROSS NEGLIGENCE OR WILLFUL MISCONDUCT OF ANY INDEMNITEE, BUT SHALL APPLY TO ALL OTHER LIABILITIES, INCLUDING THOSE ARISING FROM OR ATTRIBUTED TO ANY OTHER ALLEGED OR ACTUAL NEGLIGENCE, INTENTIONAL ACTS, OR STRICT LIABILITY OF ANY INDEMNITEE. Form 431; Rev. 20140801 -3 1 Law Department Approved Tracking #14-50523 11.6 Upon written notice from Licensor, Licensee agrees to assume the defense of any lawsuit or other proceeding brought against any Indemnitee by any entity, relating to any matter covered by this License for which Licensee has an obligation to assume liability for and/or save and hold harmless any Indemnitee. Licensee shall pay all costs and expenses incident to such defense, including, but not limited to, reasonable attorneys' fees, investigators' fees, litigation and appeal expenses, settlement payments, and amounts paid in satisfaction of judgments. 12. Personal Property Risk of Loss. ALL PERSONAL PROPERTY, INCLUDING, BUT NOT LIMITED TO, FIXTURES, EQUIPMENT, OR RELATED MATERIALS UPON THE PREMISES WILL BE AT THE RISK OF LICENSEE ONLY, AND NO INDEMNITEE WILL BE LIABLE FOR ANY DAMAGE THERETO OR THEFT THEREOF, WHETHER OR NOT DUE IN WHOLE OR IN PART TO THE NEGLIGENCE OF ANY INDEMNITEE. 13. Insurance. Licensee shall, at its sole cost and expense, procure and maintain during the life of this License the following insurance coverage: 13.1 Commercial General Liability Insurance. This insurance shall contain broad form contractual liability with a combined single limit of a minimum of $2,000,000 each occurrence and an aggregate limit of at least $4,000,000 but in no event less than the amount otherwise carried by Licensee. Coverage must be purchased on a post 2004 ISO occurrence or equivalent and include coverage for, but not limited to, the following: • Bodily Injury and Property Damage w Personal Injury and Advertising Injury • Fire legal liability Products and completed operations This policy shall also contain the following endorsements or language, which shall be indicated on the certificate of insurance: The definition of insured contract shall be,amended to remove any exclusion or other limitation for any work being done within 50 feet of railroad property. Waiver of subrogation in favor of and acceptable to Licensor. Additional insured endorsement in favor of and acceptable to Licensor and Jones Lang LaSalle Brokerage, Inc. • Separation of insureds. The policy shall be primary and non-contributing with respect to any insurance carried by Licensor. It is agreed that the workers' compensation and employers' liability related exclusions in the Commercial General Liability Insurance policy(s) required herein are intended to apply to employees of the policy holder and shall not apply to Licensor's employees. No other endorsements limiting coverage may be included on the policy. 13.2 Business Automobile Insurance. This insurance shall contain a combined single limit of at least $1,000,000 per occurrence, and include coverage for, but not limited to the following: ■ Bodily injury and property damage. ■ Any and all vehicles owned, used or hired. This policy shall also contain the following endorsements, which shall be indicated on the certificate of insurance: Waiver of subrogation in favor of and acceptable to Licensor. Additional insured endorsement in favor of and acceptable to Licensor. Separation of insureds. The policy shall be primary and non-contributing with respect to any insurance carried by Licensor. Form 431; Rev. 20140801 -4- Law Department Approved Tracking #14-50523 13.3 Workers' Compensation and Employers' Liability Insurance. This insurance shall include coverage For—, but not limited to: • Licensee's statutory liability under the workers' compensation laws of the state(s) in which the ' services are to be performed. If optional under state laws, the insurance must cover all employees anyway. a Employers' Liability (Part B) with limits of at least $500,000 each accident, $500,000 by disease policy limit, $500,000 by disease each employee. This policy shall also contain the following endorsements or language, which shall be indicated on the certificate of insurance: ' ■ Waiver of subrogation in favor of and acceptable to Licensor. 13.4 Railroad Protective Liabilitv Insurance. This insurance shall name only Licensor as the Insured with coverage of at least $2,000,000 per occurrence and $6.000,000 in the aggregate. The coverage obtained under this policy shall only be effective during the initial installation and/or construction of the rehabilitation of the existing sewer. If further maintenance of the sewer is needed at a later date, an additional Railroad Protective Liability Insurance Policy shall be required. 1 The policy shall be issued on a standard ISO form CG 00 3512 03 and include the following: a Endorsed to include the Pollution Exclusion Amendment. C Endorsed to include the Limited Seepage and Pollution Endorsement. • Endorsed to include Evacuation Expense Coverage Endorsement. No other endorsements restricting coverage may be added. * The original policy must be provided to Licensor prior to performing any work or services under this License. ' Definition of "Physical Damage to Property" shall be endorsed to read: "means direct and accidental loss of or damage to all property owned by any named insured and all property in any named insured's care, custody and control arising out of the acts or omissions of the contractor named on the Declarations." ' In lieu of providing a Railroad Protective Liability Policy, for a period of one (1) year from the Effective Date, Licensee may participate in Licensor's Blanket Railroad Protective Liability Insurance Policy available to Licensee or its contractor. The limits of coverage are the same as ' above. The cost is $725. XI elect to participate in Licensor's Blanket Policy; U I elect not to participate in Licensor's Blanket Policy. 13.5 Pollution Legal Liability (PLL) Insurance. Intentionally deleted, not needed for this permit. 13.6 Other Requirements: 13.6.1 Where allowable by law, all policies (applying to coverage listed above) shall contain no exclusion for punitive damages. 13.6.2 Licensee agrees to waive its right of recovery against Licensor for all claims and suits against Licensor. In addition, Licensee's insurers, through the terms of the policy or a policy endorsement, must waive their right of subrogation against Licensor for all claims and suits, and the certificate of insurance must reflect the waiver of subrogation endorsement. Licensee further waives its right of recovery, and its insurers must also waive their right of subrogation against Licensor for loss of Licensee's owned or leased property, or property under Licensee's care, custody, or control. 13.6.3 Licensee is not allowed to self -insure without the prior written consent of Licensor. If granted by Licensor, any self -insured retention or other financial responsibility for claims shall be covered directly by Licensee in lieu of insurance. Any and all Licensor liabilities that would otherwise, in accordance with the provisions of this License, be covered by Form 431; Rev. 20140801 -5- Law Department Approved Tracking 914-50523 Licensee's insurance will be covered as if Licensee elected not to include a self -insured retention or other financial responsibility for claims. 13.6.4 Prior to entering the Premises, Licensee shall furnish to Licensor an acceptable certificate(s) of insurance including an original signature of the authorized represeritative evidencing the required coverage, endorsements, and amendments. Licensee shall notify Licensor in writing at least 30 days prior to any cancellation, non -renewal, substitution, or material alteration. In the event of a claim or lawsuit involving Licensor arising out of this License, Licensee will make available any required policy covering such claim or lawsuit. 13.6.5 Any insurance policy shall be written by a reputable insurance company acceptable to Licensor or with a current Bests Guide Rating of A- and Class VII or better, and authorized to do business in the state(s) in which the service is to be provided. 13.6.6 If coverage is purchased on a "claims made" basis, Licensee hereby agrees to maintain coverage in force for a minimum of three years after expiration or termination of this License. Annually, Licensee agrees to provide evidence of such coverage as required hereunder. 13.6.7 Licensee represents that this License has been thoroughly reviewed by Licensee's insurance agents)/broker(s), who have been instructed by Licensee to procure the insurance coverage required by this License. Allocated Loss Expense shall be in addition to all policy limits for coverages referenced above. 13.6.8 Not more frequently than once every five years, Licensor may reasonably modify the ' required insurance coverage to reflect then -current risk management practices in the railroad industry and underwriting practices in the insurance industry. I I 13.6.9 If any portion of the operation is to be subcontracted by Licensee, Licensee shall require that the subcontractor shall provide and maintain insurance coverages as set forth herein, naming Licensor as an additional insured, and shall require that the subcontractor shall release, defend and indemnify Licensor to the same extent and under the same terms and conditions as Licensee is required to release, defend and indemnify Licensor herein. 13.6.10 Failure to provide evidence as required by this Section 13 shall entitle, but not require, Licensor to terminate this License immediately. Acceptance of a certificate that does not comply with this Section shall not operate as a waiver of Licensee's obligations hereunder. 13.6.11 The fact that insurance (including, without limitation, self-insurance) is obtained by Licensee shall not be deemed to release or diminish the liability of Licensee, including, without limitation, liability under the indemnity provisions of this License, Damages recoverable by Licensor shall not be limited by the amount of the required insurance coverage. 13.6.12 These insurance provisions are intended to be a separate and distinct obligation on the part of the Licensee. Therefore, these provisions shah be enforceable and Licensee shall be bound thereby regardless of whether or not indemnity provisions are determined to be enforceable. 13.6.13 For purposes of this Section 15, Licensor shall mean "Burlington Northern Santa Fe, LLC", "BNSF Railway Company" and the subsidiaries, successors, assigns and affiliates of each. COMPLIANCE WITH LAWS REGULATIONS. AND ENVIRONMENTAL MATTERS 14. Compliance with Laws. Rules. and Regulations. 14.1 Licensee shall observe and comply with any and all laws, statutes, regulations, ordinances, orders, covenants, restrictions, or decisions of any court of competent jurisdiction ("Legal Requirements") relating to Licensee's use of the Premises. Form 431; Rev. 20140801 6 1 Law Department Approved 1 15. 1 I Tracking #14-50523 14.2 Prior to entering the Premises, Licensee shall and shall cause its contractor(s) to comply with all of Licensor's applicable safety rules and regulations. Licensee must ensure that each of its employees, contractors, agents or invitees entering upon the Premises completes the safety orientation program at the website "www.BNSFcontractor.com" (the "Safety Orientation") within one (1) year prior to entering upon the Premises. Additionally, Licensee must ensure that each and every employee of Licensee, its contractors, agents and invitees possess a card certifying completion of the Safety Orientation prior to entering upon the Premises. Licensee must renew the Safety Orientation annually. Environmental. 15.1 Licensee shall strictly comply with all federal, state and local environmental Legal Requirements and regulations in its use of the Premises, including, but not limited to, the Resource Conservation and Recovery Act, as amended (RCRA), the Clean Water Act, the Oil Pollution Act, the Hazardous Materials Transportation Act, and CERCLA (collectively referred to as the "Environmental Laws"). Licensee shall not maintain a treatment, storage, transfer or disposal facility, or underground storage tank, as defined by Environmental Laws on the Premises. Licensee shall not release or suffer the release of oil or hazardous substances, as defined by Environmental Laws on or about the Premises. 15.2 Licensee covenants that it will not handle or transport "hazardous waste" or "hazardous substances", as "hazardous waste" and "hazardous substances" may now or in the future be defined by any federal, state, or local governmental agency or body; through or on Licensor's property. Licensee agrees periodically to famish Licensor with proof, satisfactory to Licensor that Licensee is in compliance with the provisions of this Section 15.2. 15.3 Licensee shall give Licensor immediate notice to Licensor's Resource Operations Center at (800) 832-5452 of any known (I) release of hazardous substances on, from, or affecting the Premises, (4) violation of Environmental Laws, or (iii) inspection or inquiry by governmental authorities charged with enforcing Environmental Laws with respect to Licensee's use of the Premises. Licensee shall use the best efforts to promptly respond to any release on, from, or affecting the Premises. Licensee also shall give Licensor immediate notice of all measures undertaken on behalf of Licensee to investigate, remediate, respond to or otherwise cure such release or violation. 15.4 If Licensor has notice from Licensee or otherwise of a release or violation of Environmental Laws arising in any way with respect to the site which occurred or may occur during the term of this License, Licensor may require Licensee, at Licensee's sole risk and expense, to take timely measures to investigate, remediate, respond to or otherwise cure such release or violation affecting the Premises or Licensor's right-of-way. 15.5 Licensee shall promptly report to Licensor in writing any conditions or activities upon the Premises known to Licensee which create a risk of harm to persons, property or the environment and shall take whatever action is necessary to prevent injury to persons, property, or the environment arising out of such conditions or activities; provided, however, that Licensee's reporting to Licensor shall not relieve Licensee of any obligation whatsoever imposed on it by this License. Licensee shall promptly respond to Licensor's request for Information regarding said conditions or activities. DISCALIMER OF WARRANTIES 16. No Warranties. 16.1 LICENSOR'S DUTIES AND WARRANTIES ARE LIMITED TO THOSE EXPRESSLY STATED IN THIS LICENSE AND SHALL NOT INCLUDE ANY IMPLIED DUTIES OR IMPLIED WARRANTIES, NOW OR IN THE FUTURE. NO REPRESENTATIONS OR WARRANTIES HAVE BEEN MADE BY LICENSOR OTHER THAN THOSE CONTAINED IN THIS LICENSE. LICENSEE HEREBY WAIVES ANY AND ALL WARRANTIES, EXPRESS OR IMPLIED, WITH RESPECT TO .THE PREMISES OR WHICH MAY EXIST BY OPERATION OF LAW OR IN EQUITY, INCLUDING, Form 431; Rev. 20140801 7 Law Department Approved 1 17 Tracking #1 4-50523 WITHOUT LIMITATION, ANY WARRANTY OF MERCHANTABILITY, HABITABILITY OR FITNESS FOR A PARTICULAR PURPOSE. 16.2 LICENSOR MAKES NO WARRANTY, REPRESENTATION OR CONDITION OF ANY KIND, EXPRESS OR IMPLIED, CONCERNING (A) THE SCOPE OF THE LICENSE OR OTHER RIGHTS GRANTED HEREUNDER TO LICENSEE OR (B) WHETHER OR NOT LICENSEE'S CONSTRUCTION, MAINTENANCE, OWNERSHIP, USE OR OPERATION OF THE SITE WILL VIOLATE OR INFRINGE UPON THE RiGHTS, INTERESTS AND ESTATES OF THIRD PARTIES, INCLUDING, WITHOUT LIMITATION, ANY LEASES, USE RIGHTS, EASEMENTS AND LIENS OF ANY THIRD PARTY. Disclaimer of Warranty for Quiet Enioyment. LICENSOR DOES NOT WARRANT ITS TITLE TO THE PREMISES NOR UNDERTAKE TO DEFEND LICENSEE IN THE PEACEABLE POSSESSION OR USE THEREOF. NO COVENANT OF QUIET ENJOYMENT IS MADE. 18. Eviction at Risk of Licensee. In case of the eviction of Licensee by anyone owning, claiming title to, or claiming any interest in the Premises, or by the abandonment by Licensor of the affected rail corridor, Licensor shall not be liable (i) to refund Licensee any compensation paid hereunder, except for the pro-rata part of any recurring charge paid in advance, or (ii) for any damage Licensee sustains in connection with the eviction. DEFAULT, TERMINATiON, AND SURRENDER 19. Default and Termination. in addition to and not in limitation of Licensoe's right to terminate for failure to provide evidence of insurance as required pursuant to the terms of Section 13, the following events are also deemed to be events of default pursuant to which Licensor has the right to terminate as set forth below: 19.1 If default shall be made in any of Licensee's covenants, agreements, or obligations contained in this License and Licensee fails to cure said default within thirty (30) days after written notice is provided to Licensee by Licensor, or in case of any assignment or transfer of this License in violation of Section 21 below, Licensor may, at its option, terminate this License by serving five (5) days' notice in writing upon Licensee. Notwithstanding the foregoing, Licensor shall have the right to terminate this License immediately if Licensee fails to provide evidence of insurance as required in Section 13. 19.2 Should Licensee not comply fully with the obligations of Section 15 regarding the handling or transporting of hazardous waste or hazardous material, notwithstanding anything contained in any other provision of this License, Licensor may, at its option, terminate this License by serving five (5) days' notice of termination upon Licensee. 19.3 Any waiver by Licensor of any default or defaults shall not constitute a waiver of the right to terminate this License for any subsequent default or defaults, nor shall any such waiver in any way affect Licensor's ability to enforce any Section of this License. The remedy set forth in this Section 19 shall be in addition to, and not in limitation of, any other remedies that Licensor may have at law or in equity. 19.4 In addition to and not in limitation of Licenser's rights to terminate this License for failure to provide evidence of insurance or occurrence of defaults as described above, this License may be terminated by either party, at any time, by serving thirty (30) days' written notice of termination I upon the other party. Such termination shall not release either party hereto from any liability or obligation under the License, whether of indemnity or otherwise, resulting from any acts, omissions or events. happening prior to the date of termination or thereafter in case by the terms of the License it is provided that anything shall or may be done after termination hereof_ 20. Surrender of the Premises. Form 431; Rev.20140801 I I [1 I I Law Department Approved Tracking #14-50523 20.1 On or before expiration or termination of this License for any reason, Licensee shall, at its sole cost and expense., 20.1.1 remove all of its equipment from the Premises; 20.1.2 report and restore any damage to the Premises or Licensor's other property arising from, growing out of, or connected with Licensee's use of the Premises; 20.1.3 remedy any unsafe conditions on the Premises created or aggravated by Licensee; and 20.1.4 leave the Premises in the condition which existed as of the Effective Date of this License. 20.2 Upon any expiration or termination of this License, if Licensee fails to surrender the Premises to Licensor or if Licensee fails to complete .its obligations under Section 20.1 above (the "Restoration Obligations"), Licensee shall have a limited license to enter upon the Premises solely to the extent necessary for Licensee to complete the Restoration Obligations, and all liabilities and obligations of Licensee hereunder shall continue in effect until the Premises are surrendered and the Restoration Obligations are completed. Neither termination nor expiration shall release Licensee from any liability or obligation under this License, whether of indemnity or otherwise, resulting from any acts, omissions or events happening prior to the date of termination, or, if later, the date when Licensee surrenders the Premises and all of the Restoration Obligations are completed. 20.3 If Licensee fails to complete the Restoration Obligations within thirty (30) days after the dale of such termination of its tenancy, then Licensor may, at its election, either: (i) remove the Improvements or otherwise restore the Premises, and in such event Licensee shall, within thirty (30) days after receipt of bill therefor, reimburse Licensor for cost incurred, (ii) upon written notice to Licensee, take and hold the improvements and personal property as its sole property, without payment or obligation to Licensee therefor, or (iii) specifically enforce Licensee's obligation to restore and/or pursue any remedy at law or in equity against Licensee for failure to so restore. Further, if Licensor has consented to the Improvements remaining on the Premises following termination, Licensee shall, upon request by Licensor, provide a bill of sale in a form acceptable to Licensor conveying the Improvements to Licensor. MISCELLANEOUS 21. Successors and Assigns. All provisions contained in this License shall be binding upon, inure to the benefit of, and be enforceable by the respective successors and assigns of Licensor and Licensee to the same extent as if each such successor and assign was named a party to this License. 21. Assignment. 21.1 Licensee may not sell, assign, transfer, or hypothecate this License or any right, obligation, or interest herein (either voluntarily or by operation of law, merger, or otherwise) without the prior written consent of Licensor, which consent may not be unreasonably withheld or delayed by Licensor. Any attempted assignment by Licensee in violation of this Section 21 shall be a breach of this License and, in addition, shall be voidable by Licensor in its sole and absolute discretion. 21.2 For purposes of this Section 21, the word "assign" shall include without limitation (a) any sale of the equity interests of Licensee following which the equity interest holders of Licensee immediately prior to such sale own, directly or indirectly, less than 50% of the combined voting power of the outstanding voting equity interests of Licensee, (b) any sale of all or substantially all of the assets of (i) Licensee and (ii) to the extent such entities exist, Licensee's parent and subsidiaries, taken as a whole, or (c) any reorganization, recapitalization, merger or consolidation involving Licensee. Notwithstanding the foregoing, any reorganization, recapitalization, merger or consolidation following which the equity interest holders of Licensee immediately prior to such reorganization, recapitalization, merger or consolidation own, directly or indirectly, at least fifty percent (50%) of the combined'voting power of the outstanding voting equity interests of Licensee or any successor thereto or the entity resulting from such reorganization, recapitalization, merger or consolidation shall not be deemed an assignment. THIS LICENSE SHALL NOT RUN WITH THE LAND Form 431; Rev. 20140801 9- I 1 Law Department Approved Tracking #14-50523 WITHOUT THE EXPRESS WRITTEN CONSENT OF LICENSOR, SUCH CONSENT TO BE IN LICENSOR'S SOLE DISCRETION. 21.3 Notwithstanding the provisions of Section 21.1 above or anything contained in this License to the contrary, if Licensee sells, assigns, transfers, or hypothecates this License or any interest herein in contravention of the provisions of this License (a "Purported Assignment") to another party (a "Purported Transferee"), the Purported Transferee's enjoyment of the rights and privileges granted under this License shall be deemed to be the Purported Transferee's agreement to be bound by all of the terms and provisions of this License, including but not limited to the obligation to comply with the provisions of Section 13 above concerning insurance requirements. In addition to and not in limitation of the foregoing, Licensee, for itself, its successors and assigns, shall indemnify, defend and hold harmless Licensor for all Liabilities of any nature, kind or description of any person or entity directly or indirectly arising out of, resulting from or related to (in whole or in part) a Purported Assignment. 21.4 The provisions of this Section 21 shall survive the expiration or earlier termination of this License. 22. Notices. Any notice, invoice, or other writing required or permitted to be given hereunder by one party to the other shall be in writing and the same shall be given and shall be deemed to have been served and given if (i) placed in the United States mail, certified, return receipt requested, or (ii) deposited into the custody of a nationally recognized overnight delivery service, addressed to the party to be notified at the address for such party specified below, or to such other address as the party to be notified may designate by giving the other party no less than thirty (30) days' advance written notice of such change in address. If to Licensor. Jones Lang LaSalle Brokerage, Inc. 4300 Amon Carter Blvd., Suite 100 Fort Worth, TX 76155 Attn: Permits/Licenses with a copy to: BNSF Railway Company 2301 Lou Menk Dr. — GOB-3W Fort Worth, TX 76131 Attn: Senior Manager Real Estate If to Licensee: City of Renton Renton City Hail - 5th Floor 1055 South Grady Way Renton, WA 98057 I 1 23. Survival. Neither termination nor expiration will release either party from any liability or obligation under this License, whether of indemnity or otherwise, resulting from any acts, omissions or events happening prior to the date of termination or expiration, or, if later, the date when the Premises are restored to its condition as of the Effective Date. 24. Recordation. It is understood and agreed that this License shall not be placed or allowed to be placed on public record. 25. Applicable Law. All questions concerning the interpretation or application of provisions of this License shall be decided according to the substantive laws of the State of Texas without regard to conflicts of law provisions. 26. Severability. To the maximum extent possible, each provision of this License shall be interpreted in such manner as to be effective and valid under applicable law, but if any provision of this License shall be prohibited by, or held to be invalid under, applicable law, such provision shall be ineffective solely to the extent of such prohibition or invalidity, and this shall not invalidate the remainder of such provision or any other provision of this License. 27 Integration. This License is the full and complete agreement between Licensor and Licensee with respect to all matters relating to Licensee's use of the Premises, and supersedes any and all other agreements between the parties hereto relating to. Licensee's use of the Premises as described herein. However, Form 431; Rev. 20140801 I 1 Law Department Approved Tracking #14-50523 I I 1 11 nothing herein is intended to terminate any surviving obligation of Licensee or Licensee's obligation to defend and hold Licensor harmless in any prior written agreement between the parties. 28. Joint and Several Liability. If Licensee consists of two or more parties, all the covenants and agreements of Licensee herein contained shall be the joint and several covenants and agreements of such parties. 29. Waiver. The waiver by Licensor of the breach of any provision herein by Licensee shall in no way impair the right of Licensor to enforce that provision for any subsequent breach thereof. 30. Interpretation. 30.1 This License shall be interpreted in a neutral manner, and not more strongly for or against any party based upon the source of the draftsmanship; both parties hereby agree that this License shall not be subject to the principle that a contract would be construed against the party which drafted the same. Article titles, headings to sections and paragraphs and the table of contents (if any) are inserted for convenience of reference only and are not intended to be a part or to affect the meaning or interpretation hereof. The exhibit or exhibits referred to herein shall be construed with and as an integral part of this License to the same extent as if they were set forth verbatim herein. 30.2 As used herein, "include", "includes" and "including" are deemed to be followed by "without limitation" whether or not they are in fact followed by such words or words of like import; "writing", "written" and comparable terms refer to printing, typing, lithography and other means of reproducing words in a visible form; references to any person are also to that person's successors and permitted assigns; "hereof", "herein", "hereunder" and comparable terms refer to the entirety hereof and not to any particular article, section, or other subdivision hereof or attachment hereto; references to any gender include references to the masculine or feminine as the context requires; references to the plural include the singular and vice versa; and references to this License or other documents are as amended, modified or supplemented from time to time. 32. Counterparts. This License may be executed in multiple counterparts, each of which shall, for all purposes, be deemed an original but which together shall constitute one and the same instrument, and the signature pages from any counterpart may be appended to any other counterpart to assemble fully executed documents, and counterparts of this License may also be exchanged via email or electronic facsimile machines and any email or electronic facsimile of any party's signature shall be deemed to be an original signature for all purposes. 33. Licensor's Representative. Jones Lang LaSalle Brokerage, inc. is acting as representative for BNSF Railway Company. END OF PAGE — SIGNATURE PAGE FOLLOWS Form 431; Rev. 20140801 I Law Department Approved Tracking #14-50523 IThis License has been duly executed by the parties hereto as of the date below each party's signature; to be effective, however, as of the Effective Date. I I u I I I I I I I 11 I LICENSOR: BNSF Railway Company, a Delaware corporation By: Jones Lang LaSalle Brokerage, Inc., 4300 Amon Carter Blvd, Suite 100 Fort Wort TX 76155 By: 0 Darter Title: Sr, Vice President - National Accounts Date: ... ... . . ....... . . ...... . ... .. . .. ..... . ...... LICENSEE: CITY OF RENTON a Washington corporation By: Renton City Hall - 5th Floor 1055 South Grady W Renton, WA 98015T—"�,.- n By: . ......... . ...... Title. Date: Form 431; Rev. 20140801 fl COORDINATE SYSTEM. WA N TRACKING NO. .14-50523 I Ll I I 1 DRAWING NO.61359 I APPENDIX D IInadvertent Archaeological and Historic Resources Discovery Plan I I t Inadvertent Archaeological and Historic Resources Discovery Plan for King County In the event that any ground -disturbing activities or other project activities related to this development or in any future development uncover protected cultural material (e.g., bones, shell, antler, horn or stone tools), the following actions will be taken: 1. When an unanticipated discovery of protected cultural material (see definitions below) occurs, the property owner or contractor will completely secure the location and contact: a. The property owner and project manager; b. A professional archaeologist; c. The Department of Archaeology and Historic Preservation (DAHP) (Gretchen Kaehler, 360-586- 3088, 360-628-2755 cell); d. The Muckleshoot Indian Tribe Co (Laura Murphy, Archaeologist, 253-876-3272); e. The Duwamish Tribe (Cecile Hansen, Chair, 206-431-1582) £ Suquamish Tribe, Dennis Lewarch, THPO (360-394-8529), and Steven Mullen -Moses, Cultural Resources, Snoqualmie Tribe (360-652-7362) 2. If the discovery is human remains, the property owner or contractor will stop work in and adjacent to the discovery, completely secure the work area by moving the land -altering equipment to a reasonable distance, and will immediately contact: a. The property owner; b. The Kin County Sheriff's Department (425-556-2500) and; c. The King County Coroner, Richard Harruff (206-731-3232) to determine if the remains are forensic in nature; d. If the remains are not forensic in nature the Department of Archaeology and Historic Preservation (DAHP) (Gretchen Kaehler 360-586-3088 and Guy Tasa 360-586-3534); will take the lead on determining the appropriate method of treatment for the remains and will consult with the affected tribes; 3. Cultural material that may be protected by law could include but is not limited to: a. Buried layers of black soil with layers of shell, charcoal, and fish and mammal bones (Figure 1). b. Non -natural sediment or stone deposits that may be related to activity areas of people; c. Stone, bone, shell, horn, or antler tools that may include projectile points (arrowheads),scrapers, cutting tools, wood working wedges or axes, and grinding stones (Figures 2 and 3); d. Stone tools or stone flakes (Figures 2 and 3); e. Buried cobbles that may indicate a hearth feature (Figure 4); 1 f. Old ceramic pieces, metal pieces, tools and bottles (Figures 5 and 6); and g. Perennially damp areas may have preservation conditions that allow for remnants of wood and other plant fibers; in these locations there may be remains including: - Fragments of basketry, weaving, wood tools, or carved pieces; and - Human remains. n 4. COMPLIANCE WITH ALL APPLICABLE LAWS PERTAINING TO ARCHAEOLOGICAL RESOURCES (RCW 27.53, 27.44 and WAC 25-48) AND WITH HUMAN REMAINS (RCW 68.50) IS REQUIRED. FAILURE TO COMPLY WITH THESE REQUIREMENTS COULD RESULT IN A MISDEMEANOR AND POSSIBLE CIVIL PENALTIES AND/OR CONSTITUTE A CLASS C FELONY. Figure 1: Shell midden F Figure 2: Example of stone tools 3 Figure 3: Example of stone flake. n r r e � , IX At i oil Figure 4: Example of hearth (oven) feature. 5 Z Figure 5: Example of historic artifacts from debris scatter. Figure 6: Example of bottle from historic debris dump. 5