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Award Date: 10/1/2 012 CAG —12-f26 Awarded to: Rodarte Construction, Inc. 17 E. Valley Highway East Auburn, Wa 98092 $189, 765 .00 C {T7 G6Py i City of Renton: Bidding Requirements Contract Forms, Conditions of the Contract, Plans and Specifications City of Renton Stevens Ave NW / Lind Ave NW Storm,System Improvement Project Project No. SWP-27-3639 City of Renton 1055 South Grady Way Renton WA 98057 Project Manager: Daniel Carey 425-430-7293 ity i I r.47Recnton of • cY • ��f,�,0000'' Public • Departmentj CITY OF RENTON RENTON, WASHINGTON CONTRACT DOCUMENTS for the. . Stevens Ave NW / Lind Ave.NW Storm System Improvement Project PROJECT NO. SWP-27-3639 Sept. 2012 BIDDING REQUIREMENTS CONTRACT FORMS CONDITIONS OF THE CONTRACT . SPECIFICATIONS PLANS J. Sr O( WAS. .ti Q�� A CITVOF RENTON 1055 South Grady Way Renton, WA 98057 ® Printed on Recycled Paper I RODARTE CONSTRUCTION Inc. - -- - -- -- ------------- ---- ------------- -------- --- --- ------------ ------------------ ------------- -- - - -- - -- - i 17 E. Valley Highway East — Auburn, WA 98492 lJ nn lJ October 3, 2012 1 I City of Renton I (1 Public Works Department J Attn: Daniel Carey, PE 1055 South Grady Way Renton, WA 98057 i l I (� RE: Stevens Ave NW/Lind Ave NW Storm System Improvements Y p l Project- SWP-27-3639 I ! t Emergency Contact Numbers I ( � Responsible Officer Project Manager IJR Rodarte Jared Rodarte 17 East Valley Hwy E 17 East Valley Hwy I , Auburn, WA 98092 Auburn, WA 98092 It (253) 939-0532 (253) 939-0532 I irgrodarteconstruction.com dared @rodarteconstruction.com I �J Job Foreman i Jerry Rodarte IJ (253)335-7191 I Insurance Agent/Bonding Agent iKen Frick i 112S4 th Street PO Box 1789 Yakima, WA 98901 (509) 248-3515 'J Office (253) 939-0532 Fax(253) 939-0557 U RODARTE*225D9 I ,Contractors or Tradespeople Printer Friendly Page Page 1 of 2 General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name RODARTE CONSTRUCTION INC UBI No. 600264803 Phone 2539390532 Status Active Address 17 East Valley Hwy E License No. RODARI`225D9 Suite/Apt. License Type Construction Contractor City Auburn Effective Date 3/29/1978 State WA Expiration Date 6/3/2014 Zip 98092 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date RODARTE, FRANK C Member 01/01/1980 RODARTE, SHIRLEY D Member 01/01/1980 RODARTE, FRANK C JR Member 06/07/2010 Bond Information Bond Bond Company Bond Account Effective Expiration Cancel Impaired Bond Received Name Number Date Date Date Date Amount Date 13 TRAVELERS CAS 400TA2378 03/24/2006 Until $12,000.0003/10/2006 £t SURETY CO Cancelled Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company policy Number Effective Expiration Cancel Impaired Amount Received Name Date Date Date Date Date CHARTER 26 OAK FIRE DTCO526D8571COF09 06/20/201006/20/2013 $1,000,000.0005/30/2012 INS CO CHARTER 25 OAK FIRE DTC0526D8571COF0906/20/200906/20/2010 $1,000,000.0006/16/2009 INS CO CHARTER 24 OAK FIRE DTC0526D8571COF0806/20/200806/20/2009 $1,000,000.0006/19/2008 INS CO https://fortress.wa.gov/lni/bbip/Print.aspx 10/1/2012 CRY d Stevens Ave NW/ Lind Ave NW Storm System Improvement Project SWP-27-3639 CONTRACT DOCUMENT TABLE OF CONTENTS Summary of Fair Practices Policy Summary of Americans with Disability Act Policy Scope of Work Location/Vicinity Map Instructions to Bidders Call for Bids *Proposal and Combined Affidavit&Certificate Form: (Non-Collusion, Anti-Trust Claims, Minimum Wage) *Bid Bond Form *Schedule of Prices *Acknowledgement of Receipt of Addenda **Subcontractors List ❖Bond to the City of Renton ❖Fair Practices Policy Affidavit of Compliance ❖Contract Agreement (Contracts other than Federal-Aid FHWA) ❖Retainage Selecton Insurance Requirements Wash. State Prevailing Hourly Wage Rates Reference Statement of Intent to Pay Prevailing Wages, Affidavit of Prevailing Wages Paid Renton Certificate of Payment of Prevailing Wages Environmental Regulation Listing City of Renton SPECIAL PROVISIONS WSDOT Amendments Renton Survey Control Information Traffic Control Information Site Photos Standard Details Construction Plans (reduced 11x17) 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 with Bid or within 1 hour of bid ❖ Submit after Notice of Award CITY OF RENTON - Public Works Department 02-Table of Contents.DOC\ CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION N0. 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. 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 RENTON CITY COUNCIL Denis Law, Mayor &Uncil Pr sident Attest: Bonnie I. Walton, City Clerk tCITY OF RENTON SU BkfARY OFAMF.RIGANS W17H DISABILITIESACT POLICY ADOPTED BY•RESOLUTIONNO. 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- dischmmatory 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 be 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) CONTRACTQRS' OBLIGATION - Contractors, subcontractors, consultants and suppliers conducting business with 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. 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 4th day of October 1993. C RENTON RENTON CITY COUNCIL: A I K /-/"5�r Mayor Council President Attest: City Clerk VU CITY OF RENTON Stevens Ave NW/Lind Ave NW Storm System Improvement Project SWP-27-3639 1 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: • Installing a new storm system including 730 feet of 12-inch CPEP. • 200 feet of 12-and 8-inch ductile iron storm line. • Seven Type 2 catch basins and eleven concrete inlets, • Removing and abandon the existing storm system. • Removing and restoring asphalt pavement. • Restoration and Surveying. The estimated project cost is $220,000 to $250,000. A total of 45 working days is allowed for completion of the project. For Bid Item Descriptions see Special Provisions Section 1-09.14 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. 05-SCOPE-WORK.DOC\ PROJECT VICINITY �OCO7 DCC�7L(��_f oL n=o m i �o1 ti, I . "d N aao PROJECT LOCATION a 0 o 00 U. m ITT TTB a OD RENTON ®ID 1-405 � D C � Stevens Ave NW / Lind Ave NW Storm System Improvement Project D.Carey 9-5-12 n OT � O O C� z � - a0000 � o0 OMfo -�L a0 s Rainier.Ave N Rainier Ave N _) C-) O CD T 3 CCD D CD V �G v ° o T N D O CD 3 cn Z N CL m C) 0 o -I CD a No r 3 D A O 0 Z -o z °' -1 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. I 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 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 and copies obtained at the Public Works Department Office. 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 an is reserved to right reject or all bids and to waive informalities if it is deemed g J Y and/or 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. Revised:May 2011 tp 12. 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 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. 19. 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 Revised:May 2011 tp 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 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"2004 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. If a soils investigation has been completed, a copy may be included as an appendix to this document. If one has not been provided for this project by the City or Engineer, 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 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? Revised:May 2011 tp CAG-12-126 CITY OF RENTON CALL FOR BIDS Stevens Ave NW/ Lind Ave NW Storm System Improvement Project SWP-27-3639 Sealed bids will be received until 2:30 p.m., Tuesday, September 25, 2012, at the City Clerk's office, 7th floor, and will be opened and publicly read in conference room #521 on the 5th floor, Renton City Hall, 1055 South Grady Way, Renton WA 98057, for the Lake Ave S/ Rainier Ave S Storm System Project. The work to be performed within 45 working days from the date of commencement under this contract shall include, but not be limited to: Installing a new storm system including 730 feet of 12-inch CPEP and 200 feet of 12- and fl- inch ductile iron storm line, seven Type 2 catch basins and eleven concrete inlets, removing and restoring asphalt pavement, removing and abandoning the existing storm system, restoration, and surveying. The estimated project cost is $220,000 to$250,000. The City reserves the right to reject any and/or all bids and to waive any and/or all informalities. Bid documents will be available September 11, 2012. 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", "Projects 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.") I Questions about the project shall be addressed to, Daniel Carey, City of Renton, Public Works Dept., 1055 Grady Way, Fifth Floor, Renton, WA, 98057, phone (425) 430-7293, fax (425) 430-7241. A certified check or bid bond in the amount of five percent (5%) of the total of each bid must accompany each bid. The City's Fair Practices, Non-Discrimination, and mericans with Disability Act Policies shall apply. I Ja n A. eth, Deputy City Clerk Published: Daily Journal of Commerce Sept. 11, 2012 Daily Journal of Commerce Sept. 17, 2012 CAG-12-126 CITY OF RENTON CALL FOR BIDS Stevens Ave NW/ Lind Ave NW Storm System Improvement Project SW P-27-3639 Sealed bids will be received until 2:30 p.m., Tuesday, September 25, 2012, at the City Clerk's office, 7th floor, and will be opened and publicly read in conference room #521 on the 5th floor, Renton City Hall, 1055 South Grady Way, Renton WA 98057, for the Lake Ave S/ Rainier Ave S Storm System Project. The work to be performed within 45 working days from the date of commencement under this contract shall include, but not be limited,to: Installing a new storm system including 730 feet of 12-inch CPEP and 200 feet of 12- and 8- inch ductile iron storm line, seven Type 2 catch basins and eleven concrete inlets, removing and restoring asphalt pavement, removing and abandoning the existing storm system, restoration, and surveying. The estimated project cost is $220,000 to $250,000. The City reserves the right to reject any and/or all bids and to waive any and/or all informalities. Bid documents will be available September 11, 2012. 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", "Projects 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.") Questions about the project shall be addressed to, Daniel Carey, City of Renton, Public Works Dept., 1055 Grady Way, Fifth Floor, Renton, WA, 98057, phone (425) 430-7293, fax (425) 430-7241. A certified check or bid bond in the amount of five percent (5%) of the total of each bid must accompany each bid. The City's Fair Practices, Non-Discrimination, and mericans with Disability Act Policies shall apply. Ja n A. eth, Deputy City Clerk Published: Daily Journal of Commerce Sept. 11, 2012 Daily Journal of Commerce Sept. 17, 2012 I - BID SECTION Stevens Ave NW/Lind Ave NW Storm System Improvement Project SWP-27-3639 The following documents must be submitted for the bid 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. *Proposal and Combined Affidavit & Certificate Form: (Non-Collusion, Anti-Trust Claims, and Minimum Wage Form) *Bid Bond Form *Schedule of Prices *Acknowledgement of Addenda **Subcontractors List * Submit with Bid ** Submit with Bid or within 1 hour of bid For Bid Item Descriptions see Special Provisions Section 1-09.14 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 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? 08-BID SECTION.DOC\ Proposal Page 1 of 2. CITY OF RENTON SteV6n9:AVe NW/Liud Ave NW Storm System improwemerit Prnie:ct SWP-274639 PROPOSAL 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 wilt 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 following schedule of,,rates:and prices: (Note: Unit.prices for all items, all extensions, and total.amount of bid should be shown.) The undersigned certifics and agrees to the.following provisions: NON-COLLUSION AFFIDAVIT Being duly sworn, deposes and says, that lie is the.identical persomwho suliniitted 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, ort.the fore oin work or e ui ment to ut in a sham bid, or any, other person or corporation to g ,..g q P, P.. refrain from,:biddi ig, and that deponent has not in any planner sought by collusion to secure to himself or to any other person any advantage over other Bidder or Bidders. AND CERTIFICATION RE ASSIGNMENT OB ANTITRUST 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 conariencing after the date of the bid, quotation, or other event establishing the price under this order or contract. yin addition, vendor warrants and .represents that''such of. his suppliers anti subcontractors shall assign any and all such claims to purchaser,:sutiiect to-the aforementioned,exception. AND MINIMUM WAGE AFFIDAVIT FORli4 I, the undersigned, having been duly sworn, deposed, say and .certify that, 'in connection with the ' Performance of the work of this pn jeet, I will pay each classification,of laborer,. workman,_ or methane,_ I wge 14 Proposal Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com -Always Verify Scale Proposal-Page 2 of 2 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: that I have read the.above and foregoing statement,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-TRUSYCLAIMS TO PURCHASER AND MINIMUM WAGE:AFFIDAVIT Rodatte Constmctioa.MIL Name of Bid'der's Firm Printed Name Signature Address: Names of Members of Partnership: OR Name>o.f President of Corporation � C►��� C Roko-V40— Name of Secretary of'Corporation Sh A &0Y Corporation Organized under the laws of With Main Office,in State of Washington at �7 E, ����.t� +V"4i Pr Subscribed and sworn to before me on this C95 day of c 2011- ERLY � Notary Public in:and" r he Vate of hingt on IV v NOTAfrr Notary (Print)' ktv�.b e►'1 G-� e .. 0� �N� PU My appointment expires-, _C KW fZ5&I I -ge 15 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale a 'd 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% bid bond which amount is not less than five percent of the total bid. Signature Know All Men by These Presents: That we, Rodarte Construction, Inc. as Principal, and Travelers Casualty & Surety Company of as Surety, are held and firmly bound unto the City of Renton, as Obligee, in the penal sum of Timerlca Five percent of total bid 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 .Stevens Ave NW / Lind Ave NW Storm System Improvement Protect SWP-27-3639 according to the terms of the proposal or bid made by the Principal therefor, 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 24 DAY OF September , 2012. cipal 1cs l�f�s urcty Donna S. Martinez Attorney—in—Fact. Received return of deposit in the sum of$ lo-$idBond.DOM 'age 16 Bid Bond Form .)rovided to Builders Exchange of WA,Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER Q POWER OF ATTORNEY TRAVELERSJ Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company Attorney-In Fact No. 223473 Certificate No. 004660901 KNOW ALL MEN BY THESE PRESENTS:That St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company and St.Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota,that Farmington Casualty Company,Travelers Casualty and Surety Company,and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut,that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters,Inc.,is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint Donna S.Martinez,Keneth J.Frick,Alex B.Hodge,and Rodney C.Lewis I of the City of Yakima State of Washington their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in them business of.guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted'`in any actions or-proceedings allowed by law. 20th IN WITNESS WHEREOF,the Companies have caused this instrument to be signed=and tlreir"Corporate seals to be hereto affixed,this day of December 2011 { Farmington Casualty Company" St.Paul Mercury Insurance Company Fidelity and Guaranty'Ins6rance Gompany,� Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company Jy FlREp3Poks. •�'t�MSV•p"...i PITY AND R�M,� Y ......... r4J:' �, iy Ci n � o INCOflfDRAtrD m� �t�o _.A>F m �m;�oaeoRArf F•{ � s� d" � W i .n: a HARTFORD, < (fH4/FiTFdRD, '9 < � %s CONN. n t CCNM $ N 1896 Y �D ti S8AL: o. ��:, AL,io3 od; 3 'ns�sr±ct .........��a y1 �a'`ac +�� `YyB,►Attu°' State of Connecticut By: City of Hartford ss. Georg Thompson, enior ice President On this the 20th da of December 2011 y , before me personally appeared George W. Thompson, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such,being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. G•T . In Witness Whereof,I hereunto set my hand and official seal. My Commission expires the 30th day of June,2016. �'0118U� * Marie C.Tetreault,Notary Public I58440-6-11 Printed in U.S.A. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER '� CITY OF RENTO,N SCHEDULE OF PRICES Stevens Ave NW`I Lind Ave NW Storm System Improvement Project (Sales:Tax:Rule III Applies To This Project) SEE`SECTION 1-09.4.0F THE SPECIAL PROVISIONS FOR BID ITEMS. 'Note,: Show UNIT PRICE and TOTAL-AMOUNT`In figures only. ITEM ITEM WITH UNIT PRICED BID APPROX; UNIT PRICE" TOTAL AMOUNT" NO. QUANTITY Dollars Cents Dollars Cents SGHEIJULE"A-.Duvall Ave NE 6G 1 Mobilization 1 1_�_�_' LS -Per LS 2 Constru,ctlon Surveying; Staking, and As= 1 Builts 1 �p ,LS 3 Traffic Control 1 �Soo 1` so Q, vc� LS Per_Per LS �s 4 Temp. Erosion and Sediment.Control 1 ' _ bec) S cad LS Per LS 5 Trench Excavation Safety Systems 1 _ �_ I no �a � _ r LS Per LS ov od 6 Temporary Stormwater Bypass 1 _ �_c)_`_ L LS Per LS 7 12-Inch Dia. CPE Storm Pipe 731 —5 L'. ©�_ -�!)q q, CG .LF Per LF as 8 12-Inch.D1 Dia. Storm.Pipe 99 _ el o� 5�9 I y , u cr LF Per LF 0100 0, d0 9 8-Inch 0I Dia:Storm Pipe' 106 LF Per LF 10 Catch Basin-Type 2484nch 7 EA Per"EA 11 Catch Basin-Type 1, 1 _ _ 0 EA yP.er,EA 12 Catch'.Basin w,Concrete Inlet 10 �_ _. 1 o0 . EA Per EA � U 13 Im p ort:Tren ch:Baccfill 950 - _ - - - - I (s) Ton 2PerrTon 14 Quarry Spalls 50 -p u_ co Q s o f Tan Per Ton 15: Connect New Storm Pipe to Existing CB 3 _ J C�0 EA Per,EA Schedule of Prices Page 1 of 2 l uge 17 Schedule of Prices Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com -Always Verify Scale CITY OFRENTON SCHEDULE OF PRICES Stevens Ave.NVV t Lind Ave NW Storm System Improvement Project (Sales Tax,Rule 171 Applies To This Project): SEE SECTION 1.09.14 OF THE SPECIAL.PROVISIONS FOR BID ITEMS. "Note,;; Show UNIT PRICE and TOTAL AMOUNT In figures only;. ITEM, ITEKWITH UNIT PRICED`i3ID APPROX. UNIT PRICE* TOTAL.AM'OUNT* NO'; QUANTITY Dollars Cents ;Dollars Cents 10 Connec"ti-Existing Storm.Lateral to New CB 3 ,3.w EA W Per EA 1`7 Remove Existing CB UG/ EA Per EA 18 Abandon Existing CB Type;2 EA Per.EA 19 Plug Existing.Pipe 23 EA y Per EA QU 60 20 Abandon Existing 12-inch.Storm Pipe 210 _ i�_ _ _ _ �100 1 LF Per LF' 21 Sawcutting 2,800 b�U� 'Y' , U'. LF Per.LIF c1 o0 22 Grind or.Remove Asphalt Pavement 950 L_ _ _ 3-100 SY Per SY '23 Crushed Swrfac rig 310 _a_1A- oG I t-1 1-10 Ton �PerTon _ 24 Hot MixAsphalt(HMA)Class 1/2" 200 'P,v ���C)c)0 •6� Ton Per Ton tt 25 Cold Mix Asphalt 110 Ton Per Ton 20 Remove and Install Cement Concrete 2Uej Driveway- SY Per- Sy-450. CO U 27 Restoration 1 _ 3 LS Per LS 28 Topsoil 80 _ S- 0 0"_ q L)C) O t; CY Per CY 29 Minor Changes, 1 $5,000;00 15;000;00 i-:S Per LS: (,ales Tax'R'ule.1;71 Applies To This Project) TOTAL Schedule of.Prices Page,2 of 2 1 -ge 18 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale CITY OF'RENTON Stevens Ave NW/Lind Ave NW Storm System Improvement Project SWP-2.7-3639 AC'KNOWLEDCE,MENT OF'RECE'It'T,OF,ADDENDA ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA NO.. DATE: NO. DATE: NO, DATE NO: DATE: r O, DATE:,,,, ,, .,!"I'LE:.jy- Rowe i C2 Pr4A-t Q NAME'OF COMPAI"Y: Rodade Construction,Inc. ADDRESS; +�L-\' C CITY/STATE/ZLP AWIDL'�-� W TcY %0 7�2 TELEPIIQNT?: —9 S_0 S 3 it I -ge 19 Acknowledgement of Receipt of Addenda Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Subcontractor,List. Page 100, SUBCONTR:ACTORLIST Stevens Ave NW`/'.Lind Ave;NW Storm System Innprovemei)t Project— SW041w3639 RCW 39.30-060 requires that for all public works 'contracts exceeding. 1,000,000:that the bidder submit the narne.s of.all heating; ventilation and air conditioning, and .plumfing: subcontractors as:described, in chapter 18:.,106 RCW; and electrical subcontractors as described in.chapter 1918 RCW ("this also'includes the control system integrator subcontractor as well as other electrical subcontractors). If the subcontractors names are not submitted with the bid, or within one (1) hour after the published bid submittal time, OR if two or more subcontractors are named to perform the same work; then the bid shall be considered:nonresponsive and, therefore; void. Complete the following: If awarded tht_contraet, Rodarte Construction,Inc. will contract with the following subcontractors:for'the performance of heating, ventilation and air conditioning, phnribing, and electrical (including autoinatic controls) work: Bid-Item(s) Subcontractor Name Address Phone No. State Contractor's License No, Bid.Item,(s) Subcontractor Name Address Phone.No. State Cobtractor's License.No:. Bid.Item(s) Subcontractor.Name Address Phone No. State Contractor's License Na. Bid item(s) Subcontractor Name, Address Phone,Nor. State Contractoi'S.Lice.nse No. h:\file syslswp-stir:face water pnijeetslswP-27 surface wat er projects(cip)\27-3639slevens-lied aye\1624 sPev,s-iiraft-stevens\13-subcontractor list- 2006.ddc Revised 9120,,06. i-uge 20 Subcontractor List Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale a Subcontractor List. Paget of 2 a Bid Item(s) Subcontractor'Niime Address Phon6 No. State Contractor's:L cerise No.,, Bid Item (s) Subcontractor Name Address Phone No. State.Contractor's License No. a Signature of Authorized Re�presen`t ive of Bidder P(Q Subscribed,and sworn to be before me on this day of&,(J , , 20k1�—) . ♦♦�,��✓�' ►0N%� ��0 0N�tan Public in and for �yr = the State of Washington N PUBW Z Notary (Print) V�M\OQIY t-CX-t\a &LOS• ik� �� C? \ ♦ Residing 4t F WAS�a� 1 ��I1111111 My appointment;expires:0I -13 a a 0 a 0 h:\Gle sys\swp-surface water,projects\swp-27-surface water projects(cip)\21-3639 steveas 4ind ave11624 specs-draft-stevcns\13-suhcpntractor 141t- n2006:doc Revisel9l200G f�ge 21 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Board of Directors Resolution Rodarte Construction, Erica A meeting of the directors of Rodarte Construction, Inca was held rat Rodarte Construction, Inc., 17 East Valley Highway; Auburn, Washingon 98082 on March 23,2011 at 10:00 AM. At the meeting a quorum was present,and the following resolution was adopted: WHEREAS, the Board of Directors notes that Frank Rodarte Jr. has been an officer in the Corporation since 2002, and a shareholder since 2006, and a signer of bids during and since that time. Further, the Board recognizes Frank Rodarte Jr. as the General Manager of Rodarte Construction, Inc. I RESOLVED, Frank Rodarte Jr is authorized, and empowered for and on behalf of the Corporation and in its name to execute Construction Project Bid Documents, Bid Bonds, and all other Bid Related Documents for and on behalf of Rodarte Construction, Inc.as may be required. RESOLVED, Frank Rodarte Jr. is authorized and empowered to enter into agreements and contracts on behalf of Rodarte Construction, Inc in the execution of his role as the General Manager and Vice President of Rodarte Construction, Inc, Authorized Signature; Frank Rodarte,Jr. IN WITNESS WHEREOF, as the Board of Directors of Rodarte Construction, Inc, we do hereby certify that the resolution appearing above is a full, true, and a correct copy of the resolution of the Board of Directors which was duly and regularly called and held in all respects as required by law and that the signature appearing above is the genuine signature of the person mentioned in said resoltion and authorized to act on behalf of the Company as set forth in said resolution. fFra"dahe, SF.—President Date I Shirle oda Vice President,Secretary,Treasurer Date Frank Rodarte,Jr,—Vice Presiq0t Date Acknowledged On this 23`d day of March,2011, before me the undersigned,a Notary Public in ad for the State of Washington, duly commissioned and sword, personally appeared Frank Rodarte Sr., Shirley Rodarte,and Frank Rodarte Jr.to me known to be the individuals described in and who executed the foregoing instrument, and acknowledged to me that they signed and sealed the said instrument as their free and voluntary act and deed for the uses and purposes therein mentioned. Witness my hand and official selaffixed the day and year in this certificate above written. fi Signed Notary Public in and for;the State of Vas,hington Residing at_' ,°" L�ti' C\`'�_c k i i tries My Commission expires: C' " 1 -_. 'c_,' i 011", 01. O ft S�����a D City of �CSCS�OCSCS %,n�: CITY OF RENTON FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE Lod ar 1 1 , CN)SATIACf l Gn i f��hereby confirms and declares that: (Name of contractor/subcontractor/consultant) I 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. Print Agent/Representative's Name yp Print Agent/Representative's Title Agent/Representative's Signature Date Sig ed Instructions: This document MUST be completed by each contractor, subcontractor, consultant and/or supplier. Include or attach this documents) with the contract. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1610 SPECS-Stevens\-16- Affidavit-fair Practices-FINAL 2011.doc Bond No. 105835695 BOND TO THE CITY OF RENTON KNOW ALL MEN BY THESE PRESENTS: That we,the undersigned Rodarte Construction, Inc. Travelers Casualty and Surety as principal, and Company of America corporation organized and existing under the laws of the State of Cr 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 $189,765.00 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 obligaticn is entered into in pursuance of the statutes of the State of Washington, the Ordinance of the City of Renton. Dated at � , Washington,this /d day of� j ,20 2. Nevertheless,the conditions of the above obligation are such that: WHEREAS, under and pursuant to Public Works Construction Contract CAG-12-126 providing for construction. of Stevens Ave NW /Lind Ave NW Storm System Improvement Proiect SWF••27-3639 the principal is required to furnish a bond for the faithful performance of the contract; and WHERE AS, 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 canying on of said work, and shall hold said City of Renton harmless from any loss or damage occasioned to any Berson or proper_y 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 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. Kenneth J. Frick Principal Surety Signaure Signature VPAttorney—in—Fact Title Title WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER TRAI%ELERSS POWER OF ATTORNEY Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company Attorney-In Fact No. 223473 Certificate No. 0 O`t 6 6 O J 1 J KNOW ALL MEN BY THESE PRESENTS:That St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company and St.Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota,that Farmington Casualty Company,Travelers Casualty and Surety Company,and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut,that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters,Inc.,is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint Donna S. Martinez,Keneth J. Frick,Alex B.Hodge,and Rodney C.Lewis of the City of Yakima State of Washington their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their,business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitte&m any actions or-proceedings allowed by law. 20th IN WITNESS WHEREOF,the Companies have caused this instrument to-be signed and their corporate seals to be hereto affixed,this day of December 2011 r I � r . r ` Farmington Casualty Company - St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company °�_ " Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company I4_ IpI.SU.�� a"°FIFE�6+SNrq, �*N•.�N,pG •'��NSUq r,� JP�1Y 4Np CE e ce`' � N° State of Connecticut By: City of Hartford ss. Georg Thompson, enior ice President On this the 20th day of December 2011 before me personally appeared George W. Thompson, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,and that he,as such,being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. G♦T!T ' In Witness Whereof,I hereunto set my hand and official seal. My Commission expires the 30th day of June,2016. At/BL�G * Marie C.Tetreault,Notary Public I 58440-6-11 Printed in U.S.A. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER CONTRACTS OTHER THAN FEDERAL-AID FHWA THIS AGREEMENT, made and entered into this /0"' day of 2012.by and between THE CITY OF RENTON, Washington, a municipal corporation of the State of Washington, hereinafter referred to as "CITY" and Rodarte Construction, Inc. , hereinafter referred to as "CONTRACTOR." WITNES SETH: 1) The Contractor shall within the time stipulated, (to-wit: within 45 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 perform the Contract, and shall complete the construction and installation work in a workmanlike manner, in connection with the City's Project (identified as No. SWP-27-3639 for improvement by construction and installation o£ Stevens Ave NW/Lind Ave NW Storm System Improvement Project Work as described in"Scope of Work"dated September 2012 , attached hereto. 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, ordinances 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 being 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 g) Advertisement for Bids h) Special Provisions, if any i) Technical Specifications, if any 1 CI-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. 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. Nothing 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, 2 Cl-2009 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 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 45 working days from the date of commencement. For each and every working day of delay after the established day of completion, 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. 3 C 1-2009 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 set forth in RCW 4.16.040 limiting actions upon a contract in writing, or liability expressed or implied arising out of a written agreement. Final Payment: Waiver of Claims. THE CONTRACTOR'S ACCEPTANCE OF FINAL PAYMENT (EXCLUDING WITHHELD RETAINAGE) 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. 11) 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 $189,765.00 numbers One hundred and eighty nine Thousand, seven Hundred and sixty five Dollars and no cents written words 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 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 TO 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 4 C 1-2009 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 written notice hereunder shall become effective three(3)business days after the date of mailing 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 party 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. 18) Modification. No waiver, alteration, or modification of any of the provisions of this Agreement shall be binding unless in writing 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 effective or 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. 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. CONTRACTOR CITY O NTON President/Partner/Owner Mayor Denis Law itV, ATTEST a- , d7c�t c.L %J. Ct� � Secretary Bonnie I . Waltor�f, dba �X on Firm Name check one ❑ Individual ❑ Partnership rg Corporation Incorporated in 5 Cl-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. 6 C 1-2009 CITY OF RENTON Stevens Ave NW/ Lind Ave NW Storm System Improvement Project SWP-27-3639 RETAINAGE SELECTION Per Standard Specifications Section 1-09.9(1)Retainage, and RCW 60.28, a sum of 5-percent of the monies earned by the Contractor will be retained from progress estimates. The retainage will be used as a trust fund for the protection and payment of(1)the State with respect to taxes, and(2)the claims of any person arising under the Contract. The Contractor shall select one of the options below for the retainage fund(check one): 1. Retained in a fund held by the City(non-interest bearing), or X 2.Deposited by the City in an escrow account(interest bearing) in a bank,mutual savings bank,or savings and loan association. Deposits will be in the name of the City and are not allowed to be withdrawn without the City's written authorization. _3. The City, at it's option, may accept a bond from the Contractor in lieu of retainage. If the Contractor selects option 2 or 3 it is fully responsible for selecting the bank or association to be used, and for making all arrangements and paying all costs associated with that option. All arrangements and forms needed for option 2 or 3 shall be submitted to the City for review and approval. Release of the Retainage will be made 60 days following the Completion Date provided the conditions in Special Provisions Section 1-09.9(1), and applicable State Regulations, are met. SIGNED: PRINT NAME: COMPANY: RodckyAt_C ow-,6, c_Ay , _on r I(- DATE: � AZA-> ,a 'moo CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) `.� 10/1/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Donna Martinez Terri/ Lewis & Wilke Ins PHONE (509)248-3515 FOX (509)248-3673 /C No): P O Box 1789 Al EM .dmartinez @tlwins.com 112 S 4th Street INSURERS AFFORDING COVERAGE NAIC# Yakima WA 98907 INSURERA:Phoenix Insurance Company 5623 INSURED INSURERB:Travelers Indemnity Company 5658 Rodarte Construction, Inc. INSURERC:Travelers Property Casualty CO 25674 I17 E Valley Hwy East INSURER D: INSURER E: Auburn WA 98092 INSURER F: COVERAGES CERTIFICATE NUMBER:6/20/12 GSAU REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD/YYYY MM/DD/YYYY GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 f .��. X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $ 300,000 I A CLAIMS-MADE a OCCUR X tco527d2836cof12 6/20/2012 6/20/2013 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 JFCT POLICY X PRO 7 LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident 1,000,000 B X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED DT810527D2836IND12 6/20/2012 6/20/2013 BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident Uninsured motorist combined $ 1,000,000 I X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 C EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED I X I RETENTION$ 10,000 DTSMCUP527D2836TIL12 6/20/2012 6/20/2013 $ A WORKERS COMPENSATION WC STATU- 0TH- I AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE A Stop Gap E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) tco527d2836cof12 6/20/2012 6/20/2013 E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) ( Project: SWP-27-3639 Sevens Ave NW/Lind Ave NW Storm System Improvement City of Renton, and its officers, officials, agents, employees and volunteers are named as an additional insureds per form CGD0246 0805 Blanket primary non-contributory additional insured and waiver of ( subrogation applies per policy form CGD316 1111 attached CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ICity of Renton ACCORDANCE WITH THE POLICY PROVISIONS. ATTN: Daniel Carey, P.E. AUTHORIZED REPRESENTATIVE Surface Water Utility Engineer 1055 South Grady Way I Renton, WA 98057 y Kenneth Frick/DONNA .. ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025(201005).01 The ACORD name and logo are registered marks of ACORD Policy #: DIM527D28360OF12 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLiCY. PLEASE READ IT CAREFULLY BLANKET ADDITIONAL INSURED (CONTRACTORS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART 1. WHO IS AN INSURED—(Section 11) is amended c) The Insurance provided to the additional in- to Include any person or organization that you sured does not apply to "bodily injury" or agree in a "written contract requiring Insurance" "property damage" caused by "your work" to include as an additional Insured on this Cover- and included in the "products-completed op- age Part,but: orations hazard" unless the "written contract i a) Only with respect to liability for"bodily Injury", requiring insurance" specifically requires you "property damage"or"personal injury", and to provide such coverage for that additional 6) !f, and only to the extent that, the injury or Insured, and then the insurance provided to damage is caused by acts or omissions of the additional insured applies only to such you or your subcontractor in-the performance "bodily fore the or "property damage" that for of "your work" to which the "written contract curs before the end of the period of time for which the "written contract requiring insur- requiring insurance" applies. The person or once" requires you to provide such coverage organization does not qualify as an additional or the end of the policy period, whichever is Insured with respect to the independent acts earlier. or omissions of such person or organization. 3. The insurance provided to the additional insured 2. The insurance provided to the additional insured by this endorsement is excess over any valid and by this endorsement is limited as follows: collectible "other Insurance", whether primary, a) In the event that the Limits of Insurance of excess, contingent or on any other basis, that is this Coverage Part shown in the Declarations available to the additional insured for a loss we exceed the limits of liability required by the cover under this endorsement. However, if the "written contract requiring insurance", the in- "written contract requiring insurance" specifically surance provided to the additional insured requires that this insurance apply on.a primary shall be limited to the limits of liability re- basis or a primary and non-contributory basis, qulred by that "written contract requiring in- this insurance is primary to "other insurance" suance". This endorsement shall not In- available to the additional insured which covers crease the limits of insurance described in that person or organization as a named insured Section III—Limits Of Insurance. for such loss, and we will not share with that i b) The insurance provided to the additional in- "other insurance". But the Insurance provided to sured does not apply to "bodily injury", "prop- the additional insured by this endorsement still is criy d of the rendering of, or failure to render, any arlage" or "personal injury" arising out excess over any valid and collectible "other in- of whether primary, excess, contingent or professional architectural, engineering or sur- on any other basis, that is available to the addi- tional insured when that person or organization Is veying services, including: an additional insured under such "other Insur- I. The preparing, approving, or failing to ance". prepare or approve, maps, shop draw- 4. As a condition of coverage provided to the Ings, opinions, reports, surveys, field or- additional insured by this endorsement: ders or change orders, or the preparing, approving, or failing to prepare or ap- a) The additional insured must give us written prove,drawings and specifications; and notice as soon as practicable of an "occur- ii. Supervisory, inspection, architectural or rence" or an offense which may result in a engineering activities. claim. To the extent possible, such notice should include: CG D2 46 08 05 0 2005 The St. Paul Travelers Companies, inc. Page 1 of 2 i I COMMERCIAL GENERAL LIABILITY 1. How, when and where the "occurrence" any provider of'other insurance"which would or offense took place; cover the additional insured for a loss we Ii. The names and addresses of any injured cover under this endorsement. However, this persons and witnesses; and condition does not affect whether the Insur- ance provided to the additional insured by iii. The nature and location of any injury or this endorsement is primary to 'other insur- damage arising out of the occurrence"or ance" available to the additional Insured offense. -- ------which-covers-that-person-or-organization as a b) If a claim is made or"suit" is brought against named Insured as described in paragraph 3. the additional insured, the additional insured above. must: 5. The following definition is added to SECTION V. 1. Immediately record the specifics of the —DEFINITIONS: claim or"suit"and the date received;and "Written contract requiring insurance" means 11. Notify us as soon as practicable. that part of any written contract or agreement The additional insured must see to it that we under which you are required to Include a receive written notice of the claim or"suit" as person or organization as an additional in- soon as practicable. sured on this Coverage Part, provided that the bodily injury and property damage oc- c) The additional insured must immediately curs and the"personal injury" is caused by an _..� send us copies of all legal papers received in offense committed: connection with the claim or"suit', cooperate a. After the signing and execution of the with us in the investigation or settlement of contract or agreement by you; the claim or defense against the "suit`, and otherwise comply with all policy conditions. b. While that part of the contract or d) The additional insured must tender the de- agreement is in effect; and fense and indemnity of any claim or "suit' to c. Before the end of the policy period. Page 2 of 2 0 2005 The St. Paul Travelers Companies, Inc. CG D2 46 08 05 Policy #= DIOD527D2836COF12 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTORS XTEND ENDORSEMENT This endorsement modifies Insurance provided under the following: COi�niViERCtAL-GEIVI=—RIB LIABILMY COvERAGS PART_....-_ GENERAL DESCRIPTION OF COVERAGE—This endorsement broadens coverage. However, coverage for any Injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to this Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing Is a general cover- age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights, duties,and what is and is not covered. A. Aircraft Chartered With Pilot H. Blanket Additional Insured — Lessors Of Leased B. Damage To Premises Rented To You Equipment C. increased Supplementary Payments I. Blanket Additional Insured — States Or Political D. Incidental Medical Malpractice 'Subdivisions—Permits E. Who Is An Insured— Newly Acquired Or Formed J. Knowledge And Notice Of Occurrence Or Offense Organizations K. Unintentional Omission F. Who Is An Insured — Broadened Named Insured L. Blanket Waiver Of Subrogation —Unnamed Subsidiaries M. Amended Bodily Injury Definition G. Blanket Additional Insured — Owners, Managers N. Contractual Liability—Railroads Or Lessors Of Premises PROVISIONS INJURY AND PROPERTY DAMAGE LI- A. AIRCRAFT CHARTERED WITH PILOT ABILITY: The following is added to Exclusion g., Aircraft, Exclusions c. and g. through n. do not apply Auto Or Watercraft,In Paragraph 2.of SECTION to "premises damage". Exclusion L(1)(a) I — COVERAGES — COVERAGE A BODILY IN- does not apply to "premises damage"caused JURY AND PROPERTY DAMAGE LIABILITY. by= This exclusion does not apply to an aircraft that a• Fire; Is: b. Explosion; (a) Chartered with a pilot to any insured; c. Lightning; (b) Not owned by any Insured;and d. Smoke resulting from such fire, explosion, (c) i�ot being used to carry any person or prop- or lightning;or erty for a charge. e. Water; B. DAMAGE TO PREMISES RENTED TO YOU unless Exclusion L of Section I—Coverage A 1. The first paragraph of the exceptions in Ex- —Bodily Injury And Property Damage Liability clusion j., Damage To Property, in Para- is replaced by another endorsement to this graph 2. of SECTION I — COVERAGES — Coverage Part that has Exclusion—All Pollu- COVERAGE A BODILY INJURY AND tion Injury Or Damage or Total Pollution Ex- PROPERTY DAMAGE LIABILITY is deleted. clusion In its title. 2. The following replaces the last paragraph of A separate limit of Insurance applies to Paragraph 2., Exclusions, of SECTION I — "premises damage" as described In Para- COVERAGES — COVERAGE A. BODILY graph 6. of SECTION III — LIMITS OF IN- SURANCE. CG D3 16 11 11 02011 The Travelers Indemnity Company.All rights reserved. Page 1 of 6 COMMERCIAL GENERAL LIABILITY 3. The following replaces Paragraph 6. of SEC- C. INCREASED SUPPLEMENTARY PAYMENTS TION III—LIMITS OF INSURANCE: 1. The following replaces Paragraph 1.1b. of Subject to 5. above, the Damage To Prem- SUPPLEMENTARY PAYMENTS — COVER- ises Rented To You Limit is the most we will AGES A AND B of SECTION I — COVER- pay under Coverage A for damages because AGE: of "premises damage" to any one premises. b. Up to $2,500 for the cost of bail bonds The Damage To Premises Rented To You required because of accidents or traffic Limit will apply to all "property damage" law violations arising out of the use of any proximately caused by the same "occur- vehicle to which the Bodily injury Liability rence", whether such damage results from: Coverage applies.We do not have to fur- Ere; explosion;lightning; smoke resulting from nish these bonds. such ffre, explosion, or lightning; or water; or 2. The following replaces Paragraph i.d. of any combination of any of these causes. SUPPLEMENTARY PAYMENTS — COVER- The Damage To Premises Rented To You AGES A AND B of SECTION I — COVER- Limit will be: AGES: a. The amount shown for the Damage To d. All reasonable expenses incurred by the Premises Rented To You Limit on the insured at our request to assist us in the Declarations of this Coverage Part;or Investigation or defense of the claim or b. $300,000 if no amount is shown for the "suit", including actual loss of earnings up Damage To Premises Rented To You to $500 a day because of time off from Limit on the Declarations of this Coverage work. Part. D. INCIDENTAL MEDICAL MALPRACTICE 4. The following replaces Paragraph a. of the 1. The following is added to the definition of"oc- definition of"insured contract" in the DEFINI- purrence"in the DIE FINITIONS Section: TIONS Section: ' „ Occurrence' also means an act or omission a. A contract for a lease of premises. How- committed in providing or failing to provide ever, that portion of the contract for a "incidental medical services", first aid or lease of premises that indemnifies any "Good Samaritan services"to a person. person or organization for "premises 2. The following Is added to Paragraph 2.a.(1)of damage"is not an"Insured contract"; SECTION 11—WHO IS AN INSURED: 5. The following is added to the DEFINITIONS Paragraph (1)(d) above does not apply to Section: "bodily injury" arising out of providing or fail- "Premises damage" means "property dam- ing to provide: age"to: (i) "Incidental medical services" by any of a. Any premises while rented to you or tem- your "employees" who is a nurse practi- porarily occupied by you with permission tioner, registered nurse, licensed practical of the owner; or nurse, nurse assistant, emergency medi- b. ..T.h.e.cooterds.of-any.pr_emises while_such _ _cal.technician-or_paramedic;_or ....__._ .__. premises is rented to you, if you rent such (11) First aid or"Good Samaritan services" by premises for a period of seven or fewer any of your "employees" or "volunteer consecutive days. workers", other than an employed or vol- 6. The following replaces Paragraph 4.b.(1)(b) unteer doctor. Any such "employees" or of SECTION IV— COMMERCIAL GENERAL "volunteer workers" providing or failing to LIABILITY CONDITIONS: provide first aid or"Good Samaritan ser- (b) That Is insurance for"premises damage"; vices"during their work hours for you will or be deemed to be acting within the scope 7. Paragraph 4.b.(1)(c) of SECTION IV — of their employment by you or performing COMMERCIAL GENERAL LIABILITY CON- duties related to the conduct of your busi- DITIONS Is deleted. ness. Page 2 of 6 0 2011 The Travelers indemnity Company.All rights reserved. CG D3 16 11 11 COMMERCIAL GENERAL LIABILITY 3. The following is added to Paragraph 5. of 4. Any organization you newly acquire or form, SECTION III-LIMITS OF INSURANCE: other than a partnership,joint venture or lim- For the purposes of determining the applica- Ited liability company, of which you are the ble Each Occurrence Limit, all related acts or sole owner or in which you maintain the ma- omissions committed in providing or failing to jority ownership Interest, will qualify as a provide "incidental medical services", first aid Named Insured if there Is no other insurance or"Good Samaritan services"to any one per- which provides similar coverage to that or- _son gan[2a 1_on:_Rowever: ---- —- ------ - 4. The following exclusion is added to Para- a. Coverage under this provision is afforded graph 2., Exclusions, of SECTION i-COV- only: ERAGES -COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY. (1) Until the 180th day after you acquire or form the organization or the end of the Sale Of Pharmaceuticals policy period, whichever is earlier, if you "Bodily Injury" or "property damage" arising do not report such organization in writing out of the willful violation of a penal statute or to us within 180 days after you acquire or ordinance relating to the sale of pharmaceuti- . form it;or cals committed by, or with the knowledge or 2 Until the end of the olio consent of,the insured. ( ) policy period, when 5. The following is added to the DEFINITIONS that date is later than 180 days after you acquire or form such organization, if you Section: report such organization in writing to us Incidental medical services"means: within 180 days after you acquire or form a. Medical,surgical,dental, laboratory,x-ray it, and we agree in writing that it will con- or nursing service or treatment, advice or tinue to be a Named Insured until the end instruction, or the related furnishing of of the policy period; food or beverages;or b. Coverage A does not apply to "bodily injury" b. The furnishing or dispensing of drugs or or "property damage" that occurred before medical, dental, or surgical supplies or you acquired or formed the organization;and appliances. c. Coverage S does not apply to "personal In- "Good Samaritan services"means any emer- jury" or "advertising Injury" arising out of an gency medical services for which no compen- offense committed before you acquired or sation is demanded or received. formed the organization. 6. The following is added to Paragraph 4.b., Ex- F. WHO IS AN INSURED - BROADENED NAMED cess Insurance, of SECTION iV - COM- INSURED-UNNAMED SUBSIDIARIES MERCIAL GENERAL LIABILITY CONDI- TiONS: The following Is added to SECTION it -WHO IS The insurance is excess over any valid and AN INSURED: collectible other Insurance available to the in- Any of your subsidiaries, other than a partnership, sured,whether primary, excess, contingent or joint venture or limited liability company, that is on any other basis, that is available to any of not shown as a Named insured in the Declara- your "employees" or "volunteer workers" for lions is a Named Insured if you maintain an own- "bodily injury" that arises out of providing or ership interest of more than 50% in such subsidi- failing to provide 'Incidental medical ser- ary on the first day of the policy period. vices", first aid or "Good Samaritan services" No such subsidiary is an insured for"bodily injury" to any person to the extent not subject to or "property damage" that occurred, or"personal Paragraph 2.a.(1) of Section it - Who Is An Insured, injury" or "advertising injury" caused by an of- fense committed after the date, if any, during the E. WHO IS AN INSURED - NEWLY ACQUIRED policy period, that you no longer maintain an OR FORMED ORGANIZATIONS ownership Interest of more than 50% in such sub- The following replaces Paragraph 4. of SECTION sidiary. Il-WHO IS AN INSURED: CG D3 16 11 11 0 2011 The Travelers Indemnity Company.All rights reserved. Page 3 of 6 COMMERCIAL GENERAL LIABILITY G. BLANKET ADDITIONAL INSURED—OWNERS, H. BLANKET ADDITIONAL INSURED — LESSORS MANAGERS OR LESSORS OF PREMISES OF LEASED EQUIPMENT The following is added to SECTION 11 —WHO iS The following Is added to SECTION it —WHO iS AN INSURED: AN INSURED: Any person or organization that is a premises Any person or organization that is an equipment owner, manager or lessor and that you have lessor and that you have agreed in a written con- agreed in a written contract or agreement to in- tract or agreement to include as an Insured on elude as an additional insured on this Coverage this Coverage Part is an insured, but only with re- Part"bodily an insured, but only with respect to liability spect to liability for"bodily injury", "property dam- for bodily injury , property damage", personal age","personal injury"or"advertising injury"that: injury"or"advertising injury"that: a. Is "bodily injury" or "property damage" that a. is "bodily injury" or "property damage" that occurs, or is "personal injury" or "advertising occurs, or is "personal injury" or "advertising injury" caused by an offense that is commit- injury caused by an offense that is commit- Injury" subsequent to the execution of that con- ted, subsequent to the execution of that con- . tract or agreement;and tract or agreement;and b. is caused, In whole or in part, by your acts or b. Arises out of the ownership, maintenance or omissions in the maintenance, operation or use of that part of any premises leased to you. use of equipment leased to you by such equipment lessor. The insurance provided to such premises owner, The insurance provided to such equipment lessor manager or lessor is subject to the following pro- fs subject to the following visions: l 9P a. The limits of insurance provided to such a. The limits of insurance provided to such ,."e ui ment.,lessor,w(Il.be.tbe minimum limits q P premises owner, mariager or lessor will be which you agreed to provide in the written the minimum limits which you agree d to pro- contract or agreement, or the limits shown on vide in the written contract or agreement, or the Declarations,whichever are less. the limits shown on the Declarations, which- ever are less. b. The insurance provided to such equipment b. The insurance provided to such premises lessor does not apply to any"bodily injury"or property damage that occurs, or personal owner, manager or lessor does not apply to: injury" or"advertising injury"caused by an of- (1) Any "bodily injury" or "property damage" fense that is committed, after the equipment that occurs, or"personal injury"or"adver- lease expires. Using injury"caused by an offense that is c. The Insurance provided to such equipment committed,after you cease to be a tenant lessor is excess over any valid and collectible in that premises; or other insurance available to such equipment (2) Structural alterations, new construction or lessor, whether primary, excess, contingent _ . demolition operations performed I or on or on any other _basis, uniess_yoou have M behalf of such premises owner, lessor or agreed In the written contract or agreement manager. that this insurance must be primary to, or c. The Insurance provided to such premises non-contributory with, such other insurance, owner, manager or lessor is excess over any in which case this insurance will be primary valid and collectible other insurance available to, and non-contributory with, such other in- to such premises owner, manager or lessor, surance. whether primary, excess, contingent or on I. BLANKET ADDITIONAL INSURED — STATES any other basis, unless you have agreed in OR POLITICAL SUBDIVISIONS—PERMITS the written contract or agreement that this in- surance must .be primary to, or non- The following is added to SECTION II —WHO IS contributory with, such other Insurance, in AN INSURED: which case this Insurance will be rima to, Any state or political subdivision that has issued a P rY and non-contributory with, such other Insur- permit in connection with operations performed by ance. you or on your behalf and that you are required Page 4 of 6 a 2011 The Travelers indemnity Company.Ail rights reserved. CG D3 16 11 11 COMMERCIAL GENERAL LIABILITY by any ordinance, law or building code to include (11) A manager of any limited liability as an additional Insured on this Coverage Part is company;or an insured, but only with respect to liability for (n)i An executive officer or director of "bodily injury", "property damage", "personal In- " any other organization; jury or advertising injury arising out of such op- erations. that is your partner, joint venture The insurance_promember or manager; or vided to such st to.gr_pq� a[ __ subdivision does not apply to: --(b) Any--" ertrp;oyee aaihcrrized :ny_such partnership, joint venture, limited iI- a. Any "bodily injury," "property damage," "per- ability company or other organization sonal injury"or"advertising injury"arising out to give notice of an "occurrence" or of operations performed for that state or po- offense. litical subdivision;or (3) Notice to us of such"occurrence"or of an b. Any "bodily Injury" or "property damage" in- offense will be deemed to be given as cluded in the "products-completed operations soon as practicable if it is given in good hazard". faith as soon as practicable to your work- J. KNOWLEDGE AND NOTICE OF OCCUR- ers' compensation Insurer. This applies RENCE OR OFFENSE only If you subsequently give notice to us The following is added to Paragraph 2., Duties In of the "occurrence"or offense as soon as The Event of Occurrence, Offense, Claim or practicable after any of the persons de- Suit, of SECTION IV — COMMERCIAL GEN- scribed in Paragraphs e. (1) or(2) above ERAL LIABILITY CONDITIONS: discovers that the"occurrence"or offense e. The following provisions apply to Paragraph may result in sums to which the insurance a.above, but only for the purposes of the in- provided under this Coverage Part may surance provided under thls Coverage Part to apply. you or any insured listed in Paragraph 1. or 2. However, if this Coverage Part includes an en- of Section 11—Who is An Insured: dorsement that provides limited coverage for (1) Notice to us of such "occurrence" or of- "bodily .injury" or ".property damage" or pollution fense must be given as soon as practice- costs arising out of a discharge, release or es- ble only after the "occurrence"or offense cape of pollutants which contains a requirement Is known by you(if you are an individual), that the discharge, release or escape of "pollut- any of your partners or members who is ants must be reported to us within a specific an individual (if you are a partnership or number of days after its abrupt commencement, joint venture), any of your managers who this Paragraph e. does not affect that require- is an individual(if you are a limited liability ment. company), any of your "executive offi- K. UNINTENTIONAL OMISSION cers"or directors (if you are an organize- The following is added to Paragraph 6., Repre- Von other than a partnership,joint venture sentations, of SECTION iV — COMMERCIAL or limited liability company) or any "em- GENERAL LIABILITY CONDITIONS: ployee" authorized hit yon, to gi:,e notice ine uninientional omission of, or unintentional of an"occurrence"or offense. error In, any Information provided by you which (2) if you are a partnership, joint venture or we relied upon in issuing this policy will not preju- limited liability company,and none of your dice your rights under this insurance. However, i partners, joint venture members or man- this provision does not affect our right to collect agers are individuals, notice to us of such additional premium or to exercise our rights of "occurrence" or offense must be given as cancellation or nonrenewal in accordance with soon as practicable only after the "occur- applicable insurance laws or regulations. rence"or offense is known by; L. BLANKET WAIVER OF SUBROGATION (a) Any individual who is: The following is added to Paragraph 8., Transfer (1) A partner or member of any part- Of Rights Of Recovery Against Others To Us, nership or joint venture; of SECTION IV — COMMERCIAL GENERAL LI- ABILiTY CONDITIONS: CG D3 16 11 11 0 2011 The Travelers Indemnity Company.All rights reserved. Page 5 of 6 i COMMERCIAL GENERAL LIABILITY If the insured has agreed in a contract or agree- 3. "Bodily Injury" means bodily injury, mental ment to waive that insured's right of recovery anguish, mental injury,shock,fright, disability, against any person or organization, we waive our humiliation, sickness or disease sustained by right of recovery against such person or organlza- a person, including death resulting from any ton, but only for payments we make because of. of these at any time. a. "Bodily injury".or "property damage" that oc- N. CONTRACTUAL LIABILITY—RAILROADS curs;or 1. The following replaces Paragraph c. of the b. "Personal injury" or "advertising injury" definition of"insured contract" in the DEFINI- caused by an offense that is committed; TIONS Section: subsequent to the execution of that contract or c. Any easement or license agreement; agreement. 2. Paragraph f.(1) of the definition of "insured M. AMENDED BODILY INJURY DEFINITION contract".in the DEFINITIONS Section is de- The following replaces the definition of "bodily leted. injury"in the DEFINITIONS Section: I Page 6 of 6 ©2011 The Travelers indemnity Company.All tights reserved. CG D3 16 1111 g Y 9 i COMMERCIAL GENERAL LIABILITY POLICY NUMBER: D'IYJ0527D2836CC)F12 ISSUE DATE: - - THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY DESIGNATED PROJECT(S) GENERAL AGGREGATE LIMIT This endorsement modifies Insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Project Designated Project(s): General Aggregate(s): A. For all sums which the Insured becomes legally 3. Any payments made under COVERAGE A. obligated to pay as damages caused by "occur- for damages or under COVERAGE C. for rences" under COVERAGE A. (SECTION 1), and medical expenses shall reduce the Desig- for all medical expenses caused by accidents un- nated Project General Aggregate Limit for der COVERAGE C (SECTION 1), which can be that designated "project". Such payments attributed only to operations at a single desig- shall not reduce the General Aggregate Limit nated"project"shown in the Schedule above: shown in the Declarations nor shall they re- 1. A separate Designated Project General Ag- duce any other Designated Project General gregate Limit applies to each designated"pro- Aggregate Limit for any other designated ject", and that limit is equal to the amount of "project'shown in the Schedule above. the General Aggregate Limit shown in the 4. The limits shown in the Declarations for Each Declarations, unless separate Designated Occurrence, Damage To Premises Rented Project General Aggregate(s) are sched- To You and Medical Expense continue to uled above. apply. However, instead of being subject to 2. The Designated Project General Aggregate the General Aggregate Limit shown in the Limit is the most we will pay for the sum of all Declarations, such limits will be subject to the damages under COVERAGE A., except applicable Designated Project General Ag- damages because of "bodily injury" or "prop- gregate Limit. erty damage" included in the "products- B. For all sums which the Insured becomes legally completed operations hazard", and for medi- obligated to pay as damages caused by "occur- cal expenses under COVERAGE C, regard- rences" under COVERAGE A. (SECTION 1), and less of the number of: for all medical expenses caused by accidents un- a. Insureds; der COVERAGE C. (SECTION I), which cannot b. Claims made or"suits"brought; or be attributed only to operations at a single desig- nated project shown in the Schedule above: c. Persons or organizations making claims or bringing"suits". CG D2 11 01 04 Copyright,The Travelers Indemnity Company,2004 Page 1 of 2 COMMERCIAL GENERAL LIABILITY 1. Any payments made under COVERAGE A. vided, any payments for damages because of for damages or under COVERAGE C. for "bodily Injury" or "property damage" included in medical expenses shall reduce the amount the "products-completed operations hazard" will available under the General Aggregate Limit reduce the Products-Completed Operations Ag- or the Products-Completed Operations Ag- gregate Limit, and not reduce the General Aggre- gregate Limit, whichever is applicable;and gate Limit nor the Designated Project General 2. Such payments shall not reduce any Desig- Aggregate Limit. nated Project General Aggregate Limit. E. For the purposes of this endorsement the Defini- C. Part 2.of SECTION III—LIMITS OF INSURANCE tions Section Is amended by the addition of the is deleted and replaced by the following: following definition: 2. The General Aggregate Limit is the most we "Project" means an area away from premises will pay for the sum of: owned by or rented to you at which you are per- a. Damages under Coverage B;and forming operations pursuant to a contract or agreement. For the purposes of determining the b. Damages from 'occurrences" under applicable aggregate limit of insurance, each COVERAGE A (SECTION 1) and for all "project" that includes premises involving the medical expenses caused by accidents same or connecting lots, or premises whose con- under COVERAGE C(SECTION 1) which nection is interrupted only by a street, roadway, cannot be attributed only to operations at waterway or right-of-way of a railroad shall be a single designated"project'shown in the considered a single"project". SCHEDULE above. F. The provisions of SECTION III — LIMITS OF D. When coverage for liability arising out of the INSURANCE not otherwise modified by this en- "products-completed operations hazard" is pro- dorsement shall continue to apply as stipulated. Page 2 of 2 Copyright,The Travelers Indemnity Company, 2004 CG D2 11 01 04 Policy #: DT810527D2836IND12 COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ iT CAREFULLY. BUSINESS AUTO EXTENSION ENDORSEMENT � This endorsement modifies insurance provided under the following: 'Bi1SiNt55 AUTO-COVERAGE-FORM - ._._......_. - . .. _ . With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modi- fied by the endorsement. GENERAL DESCRIPTION OF COVERAGE—This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to the Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only.Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights, duties,and what is and is not covered. A. BROAD FORM NAMED INSURED H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF USE—INCREASED LIMIT B. BLANKET ADDITIONAL INSURED I. PHYSICAL DAMAGE — TRANSPORTATION EXPENSES—INCREASED LIMIT C. EMPLOYEE HIRED AUTO J. PERSONAL EFFECTS D. EMPLOYEES AS INSURED K. AIRBAGS E. SUPPLEMENTARY PAYMENTS — INCREASED L. NOTICE AND KNOWLEDGE OF ACCIDENT LiMITS OR LOSS F. HIRED AUTO — LIMITED WORLDWIDE M. BLANKET WAIVER OF SUBROGATION COVERAGE—INDEMNITY BASIS G. WAIVER OF DEDUCTIBLE—GLASS N. UNINTENTIONAL ERRORS OR OMISSIONS PROVISIONS A. BROAD FORM NAMED INSURED executed by you before the "bodily injury" or The following is added to Paragraph A.1.,Who Is "property damage" occurs and that is in effect An Insured, of SECTION 11 — LIABILITY COV- during the policy period, to be named as an addl- ERAGE: tional insured is an "Insured" for Liability Cover- Any organization you newly acquire or form dur- age, but only for damages to which this insurance applies and only to the extent that person or or- Ing the policy period over which you maintain ganization qualifies as an "insured" under the 50% or more ownership interest and that Is not Who Is An Insured provision contained in Section separately insured for Business Auto Coverage. 11 Coverage under this provision is afforded only un- fil the 180th day after you acquire or form the or- C. EMPLOYEE HIRED AUTO ganization or the end of the policy period, which- 1. The following is added to Paragraph A.1., ever is earlier. Who Is An insured., of SECTION 11 — Li- B. BLANKET ADDITIONAL INSURED ABILITY COVERAGE: The following is added to Paragraph c. In A.1., An "employee" of yours is an "insured" while Who Is An Insured, of SECTION 11—LIABILITY operating an "auto" hired or rented under a COVERAGE: contract or agreement in that "employee's" Any person or organization who is required under name, with your permission, while performing s related to the conduct of your busi- dutie a written contract or agreement between you and dude that person or organization, that is signed and CA T3 53 02 12 O 2010 The Travelers Indemnity Company Page 1 of 4 Includes copyrighted material of Insurance Services Office,Inc.with Its permission. i COMMERCIAL AUTO 2. The following replaces Paragraph b, in B.5., within such country or Jurisdiction, for Liability Other Insurance, of SECTION IV — BUSI. Coverage for any covered "auto' that you NESS AUTO CONDITIONS: lease, hire, rent or borrow without a driver for b. For Hired Auto Physical Damage Cover- a period of 30 days or less and that is not an age, the following are deemed to be cov- "auto" you lease, hire, rent or borrow from ered"autos"you own: any of your "employees", partners (if you are 1 An covered "auto" you lease, hire, a partnership), members (if you are a limited ( ) Y Y liability company) or members of their house- rent or borrow;and holds. (2) Any covered"auto"hired or rented by (a) With respect to any claim made or "suit" your "employee" under a contract in brought outside the United States of "employee's" name, A that individual g merica, the territories and possessions with your permission, while perform- of the United States of America, Puerto ing duties related to the conduct of Rico and Canada: your business. However, an "auto"that is(eased, hired, (I) You must arrange to defend the "in- However, sured"against, and investigate or set- rented or borrowed with a driver is not a tie any such claim or "suit" and keep covered"auto". us advised of all proceedings and ac- D. EMPLOYEES AS INSURED tions. The following is added to Paragraph A.1.,Who Is (ii) Neither you nor any other involved An Insured, of SECTION II — LIABILITY COV- "insured" will make any settlement ERAGE: without our consent. Any"employee"of yours is an "Insured"while us- (iii)We may, at our discretion, participate ing a covered"auto"you don't own,hire or borrow In defending the "insured"against, or in your business or your-personal affairs. An the settlement of, any claim or E. SUPPLEMENTARY PAYMENTS — INCREASED "suit". LIMITS (iv)We will reimburse the "insured" for 1. The following replaces Paragraph A.2.a.(2), sums that the "insured" legally must of SECTION II—LIABILITY COVERAGE: pay as damages because of "bodily injury" or'property damage"to which (2) Up to $3,000 for cost of bail bonds (in- this insurance applies, that the "in- cluding bonds for related traffic law viola- sured" pays with our consent, but tions) required because of an "accident" only up to the limit described in Para- we cover. We do not have to furnish graph C., Limit Of Insurance, of SEC- these bonds. TION II—LIABILITY COVERAGE. 2. The following replaces Paragraph A.2.a.(4), (v) We will reimburse the "insured" for of SECTION If—LIABILITY COVERAGE: the reasonable expenses incurred (4) All reasonable expenses incurred by the with our consent for your investiga- _ "insured at our request_includinq actual ton of such claims and your defense loss of earnings up to $500_a day be- of--tha'-"iriisur€d" wgalrmt- uny—Mich cause of time off from work. "suit", but only up to and included F. HIRED AUTO — LIMITED WORLDWIDE COV- within the limit described in Para- graph C., Limit Of Insurance, of SECTION II — LIABILITY COVER- The following replaces Subparagraph (5) In Para- AGE, and not in addition to such limit. graph B.7., Policy Period, Coverage Territory, Our duty to make such payments of SECTION IV — BUSINESS AUTO CONDI- ends when we have used up the ap- TIONS: plicable limit of Insurance in pay- (5) Anywhere in the world, except any country or ments for damages, settlements or Jurisdiction while any trade sanction, em- defense expenses. bargo, or similar regulation imposed by the (b) This Insurance Is excess over any valid United States of America applies to and pro- and collectible other insurance available hibits the transaction of business with or Page 2 of 4 ©2010 The Travelers Indemnity Company CA T3 53 02 12 Includes copyrighted material of Insurance Services Office,Inc.with its permission. �I COMMERCIAL AUTO to the "insured" whether rima P ry, excess J. PERSONAL EFFECT ent or S contingent on any other basis. The following Is added to Paragraph AA., Cover- (c) This Insurance Is not a substitute for re- age Extensions, of SECTION III — PHYSICAL quired or compulsory insurance In any DAMAGE COVERA GE: country outside the United States, Its ter- ritories and possessions, Puerto Rico and Personal Effects Canada. We will pay up to $400 for "loss" to wearing ap- - You agree to maintain all required or -frarei-a'�d tlfirer p�st�rrai erriscfWi�icYi aye: "- compulsory Insurance in any such coun- (1) Owned by an "Insured";and try up to the minimum limits required by (2) In or on your covered "auto". local law. Your failure to comply with compulsory insurance requirements will This coverage applies only in the event of a total not Invalidate the coverage afforded by theft of your covered"auto". this policy, but we will only be liable to the No deductibles apply to this Personal Effects same extent we would have been liable coverage. had you complied with the compulsory in- K. AIRBAGS surance requirements. (d) It is understood that we are not an admit- The following is added to Paragraph B.3., Exclu- sions, ted or authorized insurer outside the COVE of SECTION Ill — PHYSICAL DAMAGE C United States of America, Its territories COVERAGE: and possessions, Puerto Rico and Can- Exclusion 3.a. does not apply to "loss"to one or Oda. We assume no responsibility for the more airbags in a covered "auto"you own that in- furnishing of certificates of insurance, or Hate due to a cause other than a cause of "loss" for compliance in any way with the laws set forth In Paragraphs A.1.b. and A.1.c., but of other countries relating to insurance. only: G. WAIVER OF DEDUCTIBLE—GLASS a. If that "auto" is a covered "auto" for Compre- The following is added to Paragraph D., De- hensive Coverage under this policy; ductible, of SECTION ill—PHYSICAL DAMAGE b• The airbags are not covered under any war- COVERAGE: ranty;and No deductible for a covered "auto" will apply to c. The airbags were not intentionally inflated, glass damage if the glass is repaired rather than We will pay up to a maximum of$1,000 for any replaced. one"loss". H. HIRED AUTO PHYSICAL DAMAGE— LOSS OF L. NOTICE AND KNOWLEDGE OF ACCIDENT OR USE—INCREASED LiMiT LOSS The following replaces the last sentence of Para- The following is added to Paragraph A.2.a., of graph AA.b., Loss Of Use Expenses, of SEC- SECTION 1V—BUSINESS AUTO CONDITIONS: TION III—PHYSICAL DAMAGE COVERAGE: Your duty to give us or our authorized representa- However, the most we will pay for any expenses tive prompt notice of the "accident" or "loss" ap- for loss of use is $65 per day, to a maximum of plies only when the "accident" or "loss" Is known $750 for any one"Accident". to: I. PHYSICAL DAMAGE — TRANSPORTATION (a) You(if you are an Individual); EXPENSES—INCREASED LIMIT (b) A partner(if you are a partnership); The following replaces the first sentence in Para- (c) A member (if you are a limited liability com- graph AA.a., Transportation Expenses, of SECTION III — PHYSICAL DAMAGE COVERA- pony}; GE: (d) An executive officer, director or insurance We will pay up to $50 per day to a maximum of manager(if you are a corporation or other or- $1,500 for temporary transportation expense in- or- ganization);or curred by you because of the total theft of a cov- ered"auto"of the private passenger type. tice of the"accident"or"loss". CA T3 53 02 12 02010 The Travelers indemnity Company . Pa e 3 of 4 Includes copyrighted material of insurance Services Office,Inc.with its permission. g COMMERCIAL AUTO M. BLANKET WAIVER OF SUBROGATION such contract. The waiver applies only to the The following replaces Paragraph A.S., Transfer person or organization designated in such Of Rights Of Recovery Against Others To Us, contract. of SECTION IV — BUSINESS AUTO CONDI- N. UNINTENTIONAL ERRORS OR OMISSIONS TIONS: The following is added to Paragraph B.2., Con- s. Transfer Of Rights Of Recovery Against cealment, Misrepresentation, Or Fraud, of Others To Us SECTION IV—BUSINESS AUTO CONDITIONS: We waive any right of recovery we may have The unintentlonal omission of, or unintentional against any person or organization to the ex- error in, any information given by you shall not tent required of you by a written contract prejudice your rights under this insurance. How- signed and executed prior to any "accident" ever this provision does not affect our right to col- or"loss",provided that the"accident"or"toss" lect additional premium or exercise our right of arises out of operations contemplated by cancellation or non-renewal. Page 4 of 4 ©2010 The Travelers Indemnity Company CA T3 53 02 12 Includes copyrighted material of Insurance Services Office,Inc.with its permission. Insurance Requirements See Special Provisions Section 1-07.18 See attached sample Acord Certificate, and Special Provisions, for changes to Acord Form. The Certificate holder should be address to: City of Renton ATTN: (enter City project contact 's name and department) 1055 South Grady Way i Renton, WA 98057 19a-Insurance Reference.doc\ PREVAILING MINIMUM HOURLY WAGE RATES City Certification of Payment of Prevailing Wages Form 0 EXAMPLE - Statement of Intent to Pay Prevailing Wages EXAMPLE - Affidavit of Wages Paid CERTIFICATION OF PAYMENT OF PREVAILING WAGES Date: Ref: Pay Estimate No. Project Stevens Ave NW/Lind Ave NW Storm System Improvement Project SWP-27-3639 CAG No. This is to certify that the prevailing wages have been paid to our employees and our subcontractors' employees for the period from through in accordance with the Statements of Intent to Pay Prevailing Wage filed with the Washington State Department of Labor & Industries. This form will be executed and submitted to the City of Renton prior to or with the last pay request. Company Name By: Title: List of Subcontractors Used on the Project: 20-City-Cert-PrevailingWages.doc\ WASHINGTON STATE PREVAILING WAGE RATES FOR PUBLIC WORKS CONTRACTS REFERENCE The State of Washington Prevailing Wage Rates applicable for this public works contract,which is located in King County,may be found at the following website.address of the Department of Labor and Industries: https://fortress.wa.gov/lni/wa elf ookW/prvWa elg�ookup.aspx Based on the bid submittal deadline for this project,the applicable effective date for prevailing wages for this project is_September 2012`. A copy of the applicable prevailing wages rates is also available for viewing at the office of the Owner,located at Renton City Hall, 1055 South Grady Way,Renton, Washington. Upon request,the Owner will mail a hard copy of the applicable prevailing wage rates for this project. 21a-State Prevailing Wages Reference.doc\ Page 1 of 4 State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360 402-5335 PO Box 44540, Olympia, WA 98504-4540 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: 9/6/2012 !County Trade Job Classification Wa a Holiday Overtime Note kKing Laborers Air, Gas Or Electric Vibrating $40.83 7A 2Y Screed kKing 'Laborers Airtrac Drill Operator $42.11 7A 2Y ;King Laborers Ballast Regular Machine $40.83 7A 2Y 9 I King Laborers Batch Weighman $34.61 7A 2Y , lKing Laborers Brick Pavers $40.83 7A 2Y King Laborers Brush Cutter $40.83 7A 2Y kKing Laborers Brush Hog Feeder $40.83 7A 2Y King Laborers Burner $40.83 7A 2Y I King Laborers Caisson Worker $42.11 7A 2Y ;King Laborers Carpenter Tender $40.831 7A 2Y King Laborers Caulker $40.831 7A 2Y !King Laborers Cement Dumper-paving $41.59 7A 2Y 'King Laborers Cement Finisher Tender $40.83 7A 2Y King Laborers Change House Or Dry Shack $40.83 7A 2Y King Laborers Chipping Gun (under 30 Lbs.) $40.83 7A 2Y lKing Laborers Chipping Gun(30 Lbs. And Over) $41.59 7A 2Y i King Laborers Choker Setter $40.83 7A 2Y King Laborers Chuck Tender $40.83 7A 2Y 'King Laborers Clary Power Spreader $41.59 7A 2Y King Laborers Clean-up Laborer $40.83 7A 2Y ;King Laborers Concrete Dumper/chute $41.59 7A 2Y Operator King Laborers Concrete Form Stripper $40.83 7A 2Y lKing Laborers Concrete Placement Crew $41.59 7A 2Y lKing Laborers Concrete Saw Operator/core $41.59 7A 2Y Driller King Laborers Crusher Feeder $34.61 7A 2Y King Laborers Curing Laborer $40..83 7A 2Y i lKing Laborers Demolition: Wrecking Et Moving $40.83 7A 2Y E (incl. Charred Material) https:H fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 09/06/2012 Page 2 of 4 {King Laborers Ditch Digger $40.83 7A 2Y ' axing Laborers Diver $42.11 7A 2Y axing Laborers Drill Operator $41.59 7A 2Y # (hydraulic,diamond) King Laborers Dry Stack Walls $40.83 7A 2Y ;King Laborers Dump Person $40.83 7A 2Y ;King Laborers Epoxy Technician $40.83 7A 2Y iKing Laborers Erosion Control Worker $40.83 7A 2Y f :King Laborers Faller Et Bucker Chain Saw $41.59 7A 2Y 9 (King Laborers Fine Graders $40.83 7A 2Y ;King Laborers Firewatch $34.61 7A 2Y gKing Laborers Form Setter $40.83 7A 2Y € jKing Laborers Gabian Basket Builders $40.83 7A 2Y sKing Laborers General Laborer $40.83 7A 2Y , King Laborers Grade Checker Et Transit Person $42.11 7A 2Y aKing Laborers Grinders $40.83 7A 2Y iKing Laborers Grout Machine Tender $40.83 7A 2Y iKing Laborers Groutmen (pressure)including $41.59 7A 2Y Post Tension Beams 1 King Laborers Guardrail Erector $40.83 7A 2Y iKing Laborers Hazardous Waste Worker (level $42.11 7A 2Y § A) King Laborers Hazardous Waste Worker (level $41.59 7A 2Y B) ;King Laborers Hazardous Waste Worker (level $40.83 7A 2Y } C) ;King Laborers High Scaler $42.11 7A 2Y King Laborers Jackhammer $41.59 7A 2Y ;King Laborers Laserbeam Operator $41.59 7A 2Y aKing Laborers Maintenance Person $40.83 7A 2Y King Laborers Manhole Builder-mudman $41.59 7A 2Y jKing Laborers Material Yard Person $40.83 7A 2Y King. Laborers Motorman-dinky Locomotive $41.59 7A 2Y King Laborers Nozzleman (concrete Pump, $41.59 7A 2Y Green Cutter When Using i Combination Of High Pressure Air j ft Water On Concrete Et Rock, Sandblast, Gunite, Shotcrete, Water Bla 1 King Laborers Pavement Breaker $41.59 7A 2Y King Laborers Pilot Car $34.61 7A 2Y King Laborers Pipe Layer Lead $42.11 7A 2Y { aKing Laborers Pipe Layer/tailor $41.591 7A 2Y rt 'King Laborers Pipe Pot Tender $41.59 7A 2Y # iKing Laborers Pipe Reliner $41.59 7_A 2Y ;King Laborers Pipe Wrapper $41.59 7A 2Y aKing Laborers Pot Tender $40.83 7A 2Y t iKing Laborers Powderman $42.11 7A 2Y aKing Laborers Powderman's Helper $40.83 7A 2Y https:H fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 09/06/2012 Page 3 of 4 King Laborers Power Jacks $41.59 7A 2Y # jKing Laborers Railroad Spike Puller - Power $41.59 7A 2Y King Laborers Raker - Asphalt $42.11 7A 2Y i 4 King Laborers Re-timberman $42.11 7A 2Y King Laborers Remote Equipment Operator $41.59 7A 2Y # i King Laborers Rigger/signal Person $41.591 7A 2Y King Laborers Rip Rap Person $40.83 7A 2Y [King Laborers Rivet Buster $41.59 7A 2Y King Laborers Rodder $41.59 7A 2Y ° `King Laborers Scaffold Erector $40.83 7A 2Y King Laborers Scale Person $40.83 7A 2Y King Laborers Sloper (over 20") $41.59 7A 2Y 'King Laborers Sloper Sprayer $40.83 7A 2Y King Laborers Spreader (concrete) $41.59 7A 2Y King Laborers Stake Hopper $40.831 7A 2Y King Laborers Stock Piler $40.831 7A 2Y rKing Laborers Tamper 8t Similar Electric, Air Et $41.59 7A 2Y Gas Operated Tools h ; ,King Laborers Tamper (multiple Et Self- $41.59 7A 2Y F propelled) King Laborers Timber Person - Sewer (lagger, $41.59 7A 2Y i Shorer Et Cribber) F j'King Laborers Toolroom Person (at Jobsite) $40.83 7A 2Y (King Laborers Topper $40.83 7A 2Y j ;King Laborers Track Laborer $40.83 7A 2Y SKing Laborers Track Liner (power) $41.59 7A 2Y ]King Laborers Traffic Control Laborer $37.01 7A 2Y 8R I King Laborers Traffic Control Supervisor $37.01 7A 2Y 8R King Laborers Truck Spotter $40.83 7A 2Y j King Laborers Tugger Operator $41.59 7A 2Y i King Laborers Tunnel Work-Compressed Air $55.89 7A 2Y 8� t Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $60.92 7A 2Y 84 g Worker 30.01-44.00 psi lKing Laborers Tunnel Work-Compressed Air $64.60 7A 2Y 8� { Worker 44.01-54.00 psi PIKing Laborers Tunnel Work-Compressed Air $70.30 7A 2Y 8� Worker 54.01-60.00 psi ;King Laborers Tunnel Work-Compressed Air $72.42 7A 2Y 8�( Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $77.52 7A 2Y 8� Worker 64.01-68.00 psi a King Laborers Tunnel Work-Compressed Air $79.42 7A 2Y 8� Worker 68.01-70.00 psi ;King Laborers Tunnel Work-Compressed Air $81.42 7A 1H 8�( Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $83.42 7A 1 H Worker 72.01-74.00 psi ! 1 King Laborers Tunnel Work-Guage and Lock $42.21 7A I 2Y 8�( Y i https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 09/06/2012 Page 4 of 4 ,Tender jKing Laborers Tunnel Work-Miner $42.21 7A 2Y 84 1 !King Laborers Vibrator $41.59 7A 2Y King Laborers Vinyl Seamer $40.83 7A 2Y jKing Laborers Watchman $31.46 7A 2Y !King Laborers Welder $41.59 7A 2Y ;King Laborers Well Point Laborer $41.59 7A 2Y t King Laborers Window Washer/cleanery� $3146M. �A.�,.. _:... ?Y _ _ https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 09/06/2012 Department of Labor and Industries STA 0 Prevailing Wage o 6 STATEMENT OF INTENT TO (360)902-5335 ? www.lni.wa.gov/TradesLicensing/PrevWage �� y�� PAY PREVAILING WAGES • This form must be typed or printed in ink. 1889 Public Works Contract • Fill in all blanks or the form will be returned for correction(see instructions). $40.00 Filing Fee Required • Please allow a minimum of 10 working days for processing. • Once approved,your form will be posted online at Intent ID # (Assigned by L&I) https://fortress.wa.gov/1ni/-P-wiapub/SearchFor.asp F Four Go�4pany 1dtor�atro�,'i �„ ,'c.. ��„� ' ¢�zu a+• `�� .�., Akvardrng Agency Infar'm�ttgh��! `, �,`.� `�,,,�,, ;Ft,�t" a,t4:, ,, �� �` � Your Company Name Project Name Contract Number ABC Company,Inc. Road Repair 2011-01B Your Address Awarding Agency 1234 Main Street WA State Department of Tran ation City State Zip+4 Awarding Agency Addres Olympia WA 98501-1234 PO Box 47354 !7� Your Contractor Registration Number Your UBI Number City State ;Zip+4 ABCCI*0123AA 123456789 Olympia WA A 98501 Your Industrial Insurance Account Number Awarding $cyContactName e her 111,111-11 John Do 55-5555 Your Email Address(required for notification of approval) Your Phone Number County Where ill Be Performed Where Work Will Be Performed prevailingwage @lni.wa.gov (555)555-5555 T Olympia . ,.*3..�!�t'.u.:rM,:�.•IG.,r h,r.x1f.i..'z b✓t,t.,{ ,».,aJ;:, ,t�,._...r Lair. ff na,.K.iS;ttf.J.,.,k: 4 n.p.,}':..Y,+Ls. :a dd 04Da 0.4 " 1 A r '.;✓ a ;,Y a,rjh Your Expected Job Start Date(mm/dd/yyyy) Bid Due Prime Co is Award Date(Prime Contractor's) 01/01/2011 8/01/201 08/10%2010 Job Site Address/Directions to 1 Dollar Amount our Contract(including 44 State Street @ Plum Street s or time and materials,if applicable. 1$1000.00 .1 .,,,hx a 4 �,..#,F ,��,t # ,ra,.�'; ai :�< Weafherrzattott.or EnergyrEfficienf Funds r �, � z,;*,.�;•} :�.,. ,� y f: Does this project utilize American Recovery and Reinvestment Act(ARRA fu Does this u' ze any weatherization or energy efficiency upgrade funds ❑Yes ®No (ARRA or o se)? El Yes [I No PrtmA Cbntractor's";Co'm at ,Informatron `G F r*' 3`' HtrtnghntrCtoroYhpny Inormatron d Prime Contractor's Company Name Prir �ilntent w tractor's Company Name XYZ Company,Inc. 1 ' 4Su ra r s,Inc. Prime Contractor's Registration Number Prime Cont tpr's Hi"ng Contractor's Contractor Registration Number Hiring Contractor's UBI Number XYZIN*0123AA 987654321 SUPERPA123AA 321456987 mploymt nt lnf-rlllatlOn ; e M 4 P,t,}��" St�t,,•, Ir,� +4 :� .�,. i b` k '.ur 5 Do you intend to use ANY subcontract- ❑Yes Flo Will employees perform work on this project? ED Yes ❑No Will ALL work be subcontracted? No Do you intend to use apprentice employees? ®Yes [:1 No Number of Owner/O a rs who own at AS00-00"he compa ho will perform work on the project: ❑None(0) ®One(1) ❑Two(2) ❑Three(3) Crafts/Trades/ c�cupations- Do not list appr tices. They are listed on the Affidavit of Wages Paid only.) Rate of Hourly Number of Rate of Hourly If an employe rks in more than one trade,ens that all hours worked in each trade are reported below. Usual("Fringe") For additional s/trades/ c ease use dum A. Workers Pay Benefits Laborer-Asp hal 2 39.28 5.00 Power Equipment Operator-Asphalt P- _ t Operator 1 48.04 2.35 Truck Driver-Asphalt Mix - ds) i 46.47 0.00 �.,,,.. •.,, 4 r H , d '. 1 r' 4 +f J 9 ' i9 t F H t a i f .:. 11 nature';I3lbck s }„', x,ax-.�,.., s.'e�a.-: s x"tiatr+; 7F F P r ,t 3 t ,„�4r a:rf'r.�-. I r.. '�' r i✓!!;N t'��"�ifK'�'.,,i� a r.,,��i ,I x.�>~r¢SS 7 4., �' ".5” '' J, y��;� `� .x ..i .; ...�o! hereby certify that I have read and understand the instructions to complete this form and that the information,including any addenda,are correct and that all workers I employ on this Public Works Project will be paid no less than the Prevailing Wage Rate(s)as determined by the Industrial Statistician of the Department of Labor and Industries. FPrint Name: Print Title: Signature: Date: I+.Or LBrltilseOnl " s e t ✓ ,r, �a - r - � :, Approved by signature of the Department of Labor and Industries Industrial Statistician 40TICE: If the prime contract is at a cost of over one million dollars($1,000,000.00),RCW 39.04.370 requires you to complete the EHB 2805(RCW 39.04.370)Addendum and attach it D your Affidavit of Wages of Paid when your work on the project concludes. This is only a notice.The EHB 2805 Addendum is not submitted with this Intent. AMPLE-F700-029-000 Statement of Intent to Pay Prevailing Wages 03-2011 Department of Labor and Industries ��ti STATE o� AFFIDAVIT OF WAGES PAID Prevailing Wage Program o b (360)902-5335 Public Works Contract www.lni.wa.gov/TradesLicensing/PrevWage $40.00 Filing Fee Required ;ass a°y • This form must be typed or printed in ink. Affidavit ID # (Assigned by L&I)' • Fill in ALL blanks or the form will be returned for correction(see instructions). • Please allow a minimum of 10 working days for processing. • Once approved,your form will be posted online at SAMPLE littps:Hfortress.wa. og v/1ni/pwiapub/SearchFor.asp ':1"Y ItT! r� f ---t,r. A�!:r='1 {d 1 1 �i.pM+ y, i ?1 i' (1 t � T 4 �✓; yJ k'�1P3.-..`t L :. y. '", W S j 4" h 3 J 1 9_ ik fit. - 'our,-Com Your Company Name Project Name Contract Number ABC Company Road Repair 123-456 Your Address Awarding Agency 1234 Main Street WA St.Department of;r�transportation City State Zip+4 Awarding Agency Address i.4' ' Olympia WA 98501-1234 PO Box 123 $ 3gIf Your Contractor Registration Number Your UBI Number City rj' t, {„ State Zip+4 "TZ•� �ff ABCCI 0123AA 123456789 Olympia Y;,�t; �,17, ;,- WA 198501 Your Industrial Insurance Account Number Awarding Agency Contact Name iii`•` Phone Number '�`r.a11Sr tali, - ni 111,111-11 John Doe lnr. t 11h, (555).655-5555 'Your Email Address(required for notification of approval) Your Phone Number County Where Work Was Performed"r(+pp" Ctt"4 W.�here Work Was Performed St p€ ftCsa�� � t ay 1prevailingwage@lni.wa.gov (555)555-5555 r Thurston z',d ;,Olympia 4f '...r Y1.1 I'll, Your Job Start Date mtn/dd/ ur Date Work Completed(mm/dd/yyyy) Bid tl EttD,i,d l.Y„.um,..e Dr�.-F D a,tf�e 4 t 1a(�:.,Pt.Yls_r..ra ri,.,mi F e C- o�,P n;�t,7.,tr Y J a,7i c.,rt.d,o r..�".'s.. I S:fAw.-;P�,4,arr,d D: �a;a+t�N e(t4,,rP Y u W.H r1 ii!me Cy,. .ov,��n!�'t,rrr r.ha,ataY,ro.a tc..0. rxj to,fN.�s r',n ssM)GP 2/1/2011 ;1/1/2011 , t 5`i ;+rpb, ljb,, g 1/5/2011 Job Site Address/Directions Your A roved Intent ID.# "` PP s hidicate TotahDollar Amount of Your Contract Plum and State Street 123456 ; (mclnding sales tax). 1$10,000.00 EHB 2805(RCW 39.04.370)—Is the Prime Contractor's r#atE', If you Astvered"Yes"to the EHB 2805 question and the Award Date is 9/1/2010 or Contract at a cost of over one million dollars($1,000,000)? ❑Yes ®No `as°l#;;.later you`must complete and submit the EHB 2805(RCW 39.04.370)Addendum. 1Al2I2A:Fynds! L,.u��.. .. :,.),,� t .a",>b � r.�„-,a ar ter.: uT�.!�.a.r;��i �,,�r�Yl �_. a<<?I!eathe'rrzaho"Y►�irn�Finer, :;Efficient�Funds '�ar,f u�?,r.�,,a ❑ Does Yes is project No utilize American Recovery and Remvys melt A (ARRA)funds D eRRAio potherw�filize any t�heS zat®or energy efficiency upgrade funds Prime Contractor's Company Name in £ Hiring Contractor's Company Name ,Ell CBA Company XYZ Company Prime Contractor's Registration Number =tll P e Contractor's UBI Number Hiring Contractor's Registration Number Hiring Contractor's UBI Number XYZCI*0123AA l 4 9876543=2144,., %l{ CBACI*0123AA 456789123 } r,Ee Rit yy �e .. Did you use ANY subcontractors? ❑Yes(AddeuduA Required) ®No Did employees perform work on this project? ®Yes ❑No Was ALL work subcontracte3?I- ”[ ,Yes(Addendum B Required) ®No Did you use apprentice employees? ❑Yes ®No Number of Owner/Operators who owii---at least 30/0 of the company who performed work on this project: 1:1 None(0) ®One(1) El Two(2) El Three(3) You must list the First and Last Names of any Owner/O'"erator perfornring work below List your Crafts/Trades/Occupations Below-For Jqumey Level Workers you must Number of Total#of Hours Rate of Hourly Rate of Hourly provide all of the information below. Owner/Operators,.=must provide their First and Last Workers Worked Pay Usual("Fringe") name no other information required. "Apprentic&Ate not recorded below.You must Benefits use Addendum D to list Apprentices. ?"%?szss General Labor 2 153 41.23 8.54 Carpenter 5 210 52.26 10.13 I hereby certify that I have read and understand the instructions to complete this form and that the information on the form and any addenda is correct and that all workers I employed on this Public Works Project were paid no less than the Prevailing Wage Rate(s)as determined by the Industrial Statistician of the Department of Labor and Industries. Print Name:Jane Doe Print Title:Bookkeeper Signature: Date:3/512011 lr'OrL&ItITseOnlYrtit�»t.a ,`. APPROVED: Department of Labor and Industries B Industrial Statistician ;AMPLE-F700-007-000 Affidavit of Wages Paid 3-2011 I ENVIRONMENTAL REGULATION LISTING IZFQUIIZEiiIIsNTS FOR THE PREVENTION OF:ENVIl2()NM .P()LI U T1UlV AND PRESERVATION O;F.PUl3I tC NfA I URA ,RE (1URCFS. In accordance with the provisions of Chapter.62, l aws of 1973, 11 B 621;the C bniract. or shall secure any Hermits or licenses required by, and.comply fully with all provi""lions. of the followilig ' laws, ordinances,and resolutions: King Coil ity Ordinance No. 1527 lec hires Building and Land; Devel.opinent D' ion and Hydraulics Division review of grading and filling permits and unclassafed use Permits hi flood hazard areas. Resolution No. 36230 establishes storm drain design standards`to be incorporated Into project deign standards [o be incorporated into prolect design by Engineering ServicesevJew liy Hydraulics Division. KIng County Ordinance No 800 No 90;0 No: 10.0.6 and Resolution No..8778 No 245'53" No 24$34, No G894 and No. 11242 contained in King County Code Titles 8 and 1n are provision's for disposition of refuse and litter in a licensed disposal site and provide perialties for failure to comply. Review by Division of Solid.Waste. Puget Sound Air:Poltutioii Contra! A ency Rezulation I• A regulation to.coiatrol'the emission of air contaminants from alt. sources within tie Jurisdiction of the Puget Sound Air Pollution Control Agericy (King, Pierce, Snohomish, and Kitsap Counties) in accordance wzth the Washington Clean Air Act, R.C.W. 70.94. 1.WASHINGTON STATE DEPARTMENT OF ECOLOGY W_A.C. 18-02: Requires operators of stationary sources of air contaminants to maintain records of emissions; periodically report to the State information concerning these emissions from his operations, and to make such information available to.the public. See Puget Sound Pollution Control Agency Regulation I. R.C.W. 9,0A8: Enacted to maintain the highest possible standards to ensure the purity of all water of the State consistent with public health and public enjoyment thereof, the propagation and protection of wildlife,birds, game, fish, and other aquatic life, and the.industrial development of the state, and to that end require the use of all known available and reasonable methods by industries and others to prevent and control the pollution of the waters of the State of Washington. It is unlawful to throw, drain, run or otherwise discharge into any of the water of this State any organic or inorganic matter that shall cause or tend to cause pollution of such waters. The law also provides for civil penalties of$5,000/day for each violation. R_C.VV. 70.95: Establishes uniform statewide program for handling solid wastes which will prevent land, air and water pollution. Makes it unlawful to dump or deposit solid wastes onto or under the surface of the ground or into the waters of this State except at a solid waste disposal site for which there is a valid permit. R.C.W. 76-04.370: Provide for abatement of additional fire hazard(lands upon which there is forest debris) and extreme fire hazard (areas of additional fire hazard near buildings, roads, campgrounds, and school grounds). The owner and/or person responsible is fully liable in the event a fire starts or spreads on property on which an extreme fire hazard exists. R.C.W. 76.04.010: Defines terms relating to the suppression or abatement of forest fires or forest fire conditions. H:I DIVISION.SXUTR.IM.S\WA?ER\RICK\Springhrook Sprin.-ABIDSPEC.DOMh REQ:UIREMENTS.:I+OR TIIE PiZEVENTIO.NOI±ENt?IRO.i'�IMENTAL POLL IJ LION AND:'. l'RI SERVATIQN OF PUBLIC NATURAL RESC)I1RCF:S R.C.W. 7_0:94:660 o bu Ming permits for abaiing or prc ven* of fort st fire. hazards,instruction or agncultural operation s. R.C.W. 76-.0.4310: Stipulates thateveryone clearing land or c7eanig right-of Way shall lilt and turir or dispose of by other satisfactory :means,•,all forest debris cut. thereon, as;rapidly as the clearing: or cutting progresses.' at such other trines:.as tlae department may specify;;and ID compliance with the law requirin in g biarng,pennits:: R C W. 784 Laws goveix&g surface;mining (including sand, gravel,stone aid earth fronrt borrow pits) which provide for fees;!`and pennits,: lan or;aperation> reclamation plan; bonding and.: inspection of operations. W:A:C. 332-1'8 Delineates all• requirements of R C W 7u-04 perlaihing to lard clearimg and burning. U.S.ARMY CORPS OF ENGINEERS Section a l of the River and Harbor Act of Tune 13 1902: Authorizes:Secretary of Army and Corps. of Engineers to issue.pernlits`to any:persons or corporation desiring to':iinprove any navigable ricer at their own expense and risk-upon approval of the plans`and sped f cations, Section 404 of th'e•Federal Water Pollution,Control Act :(PL92-500 86 Stat. 81.6): Auuthorizes he Secretary of the Arirly, acting.througli the Corps of Engineers, .to issue permits for the disichairge.of dredged or fill material into the navigable waters at specified disposal sites. Permits may be.denied. if it is determined that such discharge will have adverse effects on municipal water supplies, shell. fish beds and fishery areas and w.iIdI.4e or recreational areas. 1<'IISCELLANEOUS FEDERAL LEGISLATION Section 13 of the River and Harbor Act approved March 3 1899: Provides that discharge of refuse without a permit into navigable waters is prohibited. Violation is punishable by fine, Any citizen may file a complaint with the U.S.Attorney and share a portion of the fine. PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS: KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION Kin County Resolution No. 25789 requires an unclassified use permit for filling, quarrying (including borrow pits and associated activities such as asphalt plants, rock crushers) and refuse disposal sites and provides for land reclamation subsequent to these activities. A copy is available at the Department of Public Works or Building and Land Development Division. Shoreline Management Act 1971 requires a permit for construction on State shorelines. Permit acquired by Public Works and reviewed by Building and Land Development Division. King County Ordinance No. 1488 requires permit for grading, Iand fills, gravel pits, dumping, quarrying and mining operations except on County right-of-way. Review by Building and Land Development Division. H:\DIVISION.S\LTI[LrrE.S1lvATER\RICK\Springbrook Springs\BIDSPEC.DOGbh REQUI]WMI NTS FOR THE PREVENTION:O ENMONIVIFNTALXOLT UTION AND I'RESI;RVATION Q, I:04I C NATURAL RESOURCES 4'VASIIINGTt)N S'I'A'I'E I3EPARTMEN`C OF lE±ISHC]2l ES AND GAME.' Chapter ]12, Lawn :of 1949: Requires. J� dra\ilics pernn.it on certain prcij'ects. (King County Department of Public Works will of tam), ; WASHINGTON STATE DEPARTMENT OF :C( LQGY W.A.C. 17M20- Requires a National Pollutant Dischar.:ae Elirninati.on Sy..stele NPDES ,. ( ) permit before discharge of .pollutants from a point source into the navigable waters of the State of Washington, W.A.C.-.371-24. Permit to discharge commercial or industrial waste waters into State surface or ground water (such:as gravel washing, pit operations, or any operation which results in a discharge which contains turlid�ity). W.A.C.508=12-100: Requires permit to use surface water. W.A.C. 508 712-190: Requires that changes to pezznits for water use be reviewed by the Department i of Etiology whenever it is desired to change the purpose of use, the place of use, the point of withdrawal and/or.the diversion of water. W.A:C. 508=12-220: Requires permit to use groundwater. W.A.C. 508-12-260: Requires permit to construct reservoir for water storage. .W.A.C. 508-12-280: Requires permit to construct storage dam. W.A.C. 508-60: Requires pennit to construct in State flood control zone. King County Public Works secures one for design. Contractor secures one for his operation (false work design,etc.) WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES R.C.W. 76.04.150: Requires burning permit for all fires except for small outdoor fires for 1 recreational purposes or yard debris disposal. Also the Department of Natural Resources reserves the right to restrict burning under the provisions of R.C.W. 76.04.150, 76.04.170, 76.04.180, and 70.94 due to extreme fire weather or to prevent restriction of visibility and excessive air pollution. R.C.W. 76.08.030: Cutting permit required before cutting merchantable timber. R.C.W. 76.08.275: Operating permit required before operating power equipment in dead or down timber. R.C.W. 78.44.080: Requires permit for any surface mining operation(including sand, gravel, stone, and earth from borrow pits). r UNITED STATES ARMY CORPS OF ENGINEERS Section 10 of River and Harbor Act of March 3 1899: Requires permit for construction (other than bridges, see U. S. Coast Guard administered permits)on navigable waters (King County Department of Public Works will obtain_) ti:\DNISION.S\UTI LnM.S\WA7L-R\R)CKI.Springbrook Springs\B DSPEC.DOGbh REQUIR,1 ENTS:FORTHE PREYI✓NTI.ON OF,:1, UONIVIEIVTAL:POU TION ANn: PRESEItVATIQN,OF PUBLYC NATU-RAL RESOURCES ::;. FIRE PROTECTION DISTRICT' R.C.W. 52.28.01.0, 52.28.020_,. 521,2—$ 52.2 X00 0 52-2`8.050: Provides. authority , for, requirements.of, and ;benalties for fantire to secure a fi>e pernii't for l uilciing an open fire,watlaln.a fire protection district. . UNITE,p STATIS,COAST GUAIZD .. . , Section:9 of River and Harbor Act of Mazch 3, 1899 General:Bndge'Act of March 23 1906 an General::Bndge Act of 1946-as amended August 2, 1956 Re'gulres;a pemut for.construction of bndge,.;on.navigable waders {King.County Departrnerit of..Public.Works will :Wain) King'County. Department of Public Works wall comply with,:pertinent sections of the 0 llowing laws while securing the aforeinentioned:permit Section 4(f) of Department of Transportation Act,:National Environmental..Policy Act of 1969,Water Quality Improvement Act of 1970. PUGET SOUND AIR POIJXTIQN CON TR;OL AGENCY Section:9. 20 (2)(iii) of Regulation I. Request for verification of po% tion density. Contractor should i c`sure}iis operations.;are in compliance with RegutaUon`I,par icularl.y Section 9.02 (outdoor fires),Section 9:0 (particulate,matter -- dust), and Section 9.15 (preventing particulate matter froaxx becoiru ig airborne). ENVIRONMENTAL PROTECTION AGENCY Title 40, Chapter Ic, Part 61: Requires that. the Environmental Protection Agency be notified five (5) days prior to the demolition of any structure containing asbestos material (excluding residential structures having fewer than five(5) dwelling units). The above requirements will be applicable only where called for on the various road projects. Copies of these permits, ordinances, laws, and resolutions are available for inspection at the Office of the Director of Public Works, 900 King County Administration Building, Seattle,NVA. 98104. It shall be the responsibility of the Contractor to familiarize himself with all requirements therein. All costs resulting therefrom shall be included in the Bid Prices and no additional compensation shall be made. All permits will be available at construction site. H:\DWISiON.S\UT LnM.S1WATER\RICK�Springbzook SpringsT DSPEC.DOCJbh City of zY o �Y I CITY OF RENTON SPECIAL PROVISIONS City of Renton SPECIAL PROVISIONS SPECIAL PROVISIONS..............................................................................9 1-01 DEFINITIONS AND TERMS ............................................................9 1-01.1 General...............................................................................................9 1-01.3 Definitions.........................................................................................9 1-02...BID PROCEDURES AND CONDITIONS ..........o.................o...... 11 1-02.6 Preparation of Proposal ................................................................ 11 1-02.6(1) Proprietary Information........................................................... 11 1-02.12 Public Opening of Proposals....................................................... 11 1-03 AWARD AND EXECUTION OF CONTRACT............................. 11 1-03.1 Consideration of bids..................................................................... 11 1-03.2 Award of Contract.......................................................................... 11 1-03.3 Execution of Contract....................................................................12 1-04 SCOPE OF WORK...........................................................................12 1-04.2 Coordination of Contract Documents.........................................12 1-04.3 Contractor-Discovered Discrepancies..........................................12 1-04.4 Changes...........................................................................................13 1-04.8 Progress Estimates and Payments................................................13 1-04.11 Final Cleanup ...............................................................................13 1-05 CONTROL OF WORK....................................................................13 1-05.4 Conformity With and Deviation from Plans and Stakes............13 1-05.4(3) Contractor Supplied Surveying...............................................14 1-05.4(4) Contractor Provided As-Built Information............................15 1-05.7 Removal of Defective and Unauthorized Work..........................15 1-05.11(3) Operational Testing 1-05.14 Cooperation with Other Contractors.........................................17 H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc1 1-05.18 Contractor's Daily Diary.............................................................18 1-06 CONTROL OF MATERIAL ...........................................................19 1-06.1 Approval of Materials Prior to Use..............................................19 1-06.2(1) Samples and Tests for Acceptance...........................................19 1-06.2(2) Statistical Evaluation of Materials for Acceptance................19 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC........................................................................................................19 1-07.1 Laws to be Observed......................................................................19 1-07.6 Permits and Licenses.....................................................................19 1-07.9(5) Required Documents.................................................................20 1-07.11(11) City of Renton Affidavit of Compliance..............................20 1-07.12 Federal Agency Inspection..........................................................20 1-07.13(1) General.....................................................................................20 1-07.16(1) Private/Public Property..........................................................21 1-07.17 Utilities and Similar Facilities.....................................................22 1-07.17(1) Interruption of Services..........................................................23 1-07.18 Public Liability and Property.Damage Insurance....................23 1-07.22 Use of Explosives..........................................................................26 1-07.23(1) Construction Under Traffic....................................................26 1 708 PROSECUTION AND PROGRESS...............................................28 1-08.0 Preliminary Matters ......................................................................28 1-08.0(1) Preconstruction Conference.....................................................28 1-08.1 Subcontracting...............................................................................29 1-08.2 Assignment......................................................................................30 1-08.3 Progress Schedule ..........................................................................30 1-08.5 Time For Completion.............................. ..................................31 1-08.6 Suspension of Work.......................................................................32 1-08.9 Liquidated Damages......................................................................32 1-08.11 Contractor's Plant and Equipment............................................33 I H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc2 1-08.12 Attention to Work........................................................................33 1-09 MEASUREMENT AND PAYMENT ..............................................33 1-09.1 Measurement of Quantities...........................................................33 1-09.3 Scope of Payment...........................................................................34 1-09.7 Mobilization....................................................................................35 1-09.9 Payments.........................................................................................35 1709.9(1) Retainage....................................................................................35 1-09.11(2) Claims.......................................................................................37 1-09.13(3)B Procedures to Pursue Arbitration.......................................38 1-09.14 Payment Schedule (New Section) ...............................................38 1-10 TEMPORARY TRAFFIC CONTROL ..........................................40 1-10.1 General............................................................................................40 1-10.2(1)B Traffic Control Supervisor ....................................................41 1-10.2(2) Traffic Control Plans.................................................................41 1-10.3(3) Construction Signs....................................................................41 1-10.4 Measurement..................................................................................41 1-10.5 Payment ..........................................................................................41 1-11 RENTON SURVEYING STANDARDS..........................................42 2-01 CLEARINGS GRUBBING;AND ROADSIDE CLEANUP...........47 2-01.1 Description......................................................................................47 2-01.2 Disposal of Usable Material and Debris......................................47 2-01.5 Payment ..........................................................................................47 2-02 REMOVAL OF STRUCTURE AND OBSTRUCTIONS..............47 2-02.3(3) Removal of Pavement, Sidewalks, and Curbs........................47 2-02.4 Measurement..................................................................................48 2-02.5 Payment ..........................................................................................48 2-03 ROADWAY EXCAVATION AND EMBANKMENT....................48 2-03.3 Construction Requirements..........................................................48 2-03.4 Measurement..................................................................................49 H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc3 2-03.5 Payment ..........................................................................................49 2-04 HAUL.................................................................................................50 2-04.5 Payment ..........................................................................................50 2-06 SUBGRADE PREPARATION ........................................................50 2-06.5 Measurement and Payment .........................................................50 2-09 STRUCTURE EXCAVATION.........................................................50 2-09.1 Description......................................................................................50 2-09.3(1)D Disposal of Excavated Material ............................................50 2-09.4 Measurement..................................................................................50 2-09.5 Payment ..........................................................................................51 5-04 ASPHALT CONCRETE PAVEMENT...........................................52 5-06 TRENCH RESTORATION AND OVERLAY...............................54 7-01 DRAINS .............................................................................................58 7-01.2 Materials.........................................................................................58 7-01.3 Construction Requirements..........................................................58 7-01.4 Measurement..................................................................................58 7-02 CULVERTS .......................................................................................58 7-02.2 Materials.........................................................................................58 7-04 STORM SEWERS ............................................................................58 7-04.2 Materials.........................................................................................58 7-04.4 Measurement..................................................................................59 7-04.5 Payment ..........................................................................................59 7-05 MANHOLES, INLETS,AND CATCH BASINS ...........................59 7-05.3(1) Adjusting Manholes and Catch Basins to Grade...................59 7-05.3(2) Abandon Existing Manholes ....................................................61 7-05.3(3) Connections to Existing Manholes ..........................................61 7-05.4 Measurement..................................................................................61 7-05.5 Payment ..........................................................................................62 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS .............62 H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc4 7-08.3(1)C Bedding the Pipe.....................................................................62 7-08.3(2)A Survey Line and Grade..........................................................62 7-08.3(2)B Pipe Laying— General............................................................62 7-08.3(2)E Rubber Gasketed Joints.........................................................63 7-08.3(2)H Sewer Line Connections ........................................................63. 7-08.3(2)J Placing PVC Pipe ....................................................................63 7-08.4 Measurement..................................................................................64 7-08.5 Payment ..........................................................................................64 7-09 PIPE AND FITTINGS FOR WATER MAINS ..............................64 7-09.3(15)A Ductile Iron Pipe....................................................................64 7-09.3(15)B Polyvinyl Chloride (PVC) Pipe (4 inches and Over).........64 7-09.3(17) Laying Ductile Iron Pipe and Fittings with Polyethylene...64 7-09.3(19)A Connections to Existing Mains............................................66 7-09.3(21) Concrete Thrust Blocking and Dead-Man Block.................66 7-09.3(23) Hydrostatic Pressure Test.......................................................66 7-09.3(24)A Flushing and..........................................................................67 7-09.3(24)D Dry Calcium Hypochlorite..................................................68 7-09.3(24)K Retention Period...................................................................68 7-09.3(24)N Final Flushing and Testing ..................................................68 7-09.3(25) Joint Restraint Systems 68 7-09.4 Measurement..................................................................................70 7-09.5 Payment ..........................................................................................70 7-12 VALVES FOR WATER MAINS......................................................71 7-12.3(1) Installation of Valve Marker Post............................................71 7-12.3(2) Adjust Existing Valve Box to Grade........................................71 ' 7-12.4 Measurement......................................................6...........................71 7-12.5 Payment ..........................................................................................71 7-14 HYDRANTS.............o_o.................................................o_...............72 7-14.3(1) Setting Hydrants......................................................o.................72 H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc5 7-14.3(3) Resetting Existing Hydrants ....................................................73 7-14.3(4) Moving Existing Hydrants ....................................... 7-14.5 Payment ..:.......................................................................................73 7-15 SERVICE CONECTIONS...............................................................73 7-15.3 Construction Details......................................................................73 7-15.5 Payment ..........................................................................................74 7-17 SANITARY SEWERS ......................................................................74 7-17.2 Materials.........................................................................................74 7-17.3(1) Protection of Existing Sewerage Facilities..............................74 7-17.3(2)H Television Inspection..............................................................74 7-17.4 Measurement..................................................................................75 7-17.5 Payment........................................................................................75 8-09 RAISED PAVEMENT MARKERS.................................................76 8-09.5 Payment ..........................................................................................76 8-13 MONUMENT CASES......................................................................76 8-13.1 Description......................................................................................76 8-13.3 Construction Requirements..........................................................76 8-13.4 Measurement.................................................................................76 8-13.5 Payment .........................................................................................76 8-14 CEMENT CONCRETE SIDEWALKS ..........................................77 8-14.3(4) Curing......................................................................................:..77 8-14.4 Measurement..................................................................................77 8-14.5 Payment ..........................................................................................77 8-17 IMPACT ATTENUATOR SYSTEMS ............................................77 8-17.5 Payment ..........................................................................................77 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS,AND ELECTRICAL ............................................................................................78 8-20.2(1) Equipment List and Drawings..................................................78 8-22 PAVEMENT MARKING.................................................................78 H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc6 I 8-22.1 Description......................................................................................78 8-22.3(5) Installation Instructions ........................................ .......79 8-22.5 Payment ................................................................................ 8-23 TEMPORARY PAVEMENT MARKINGS....................................79 i 8-23.5 Payment ..........................................................................................79 8-24.3(1) Rock Wall...................................................................................79 9-03.8(2) HMA Test Requirements ...........................................................81 9-05 DRAINAGE STRUCTURES, CULVERTS,AND CONDUITS...81 9-05.4 Steel Culvert Pipe and Pipe Arch RC ............81 9-05.7(2) Reinforced Concrete Storm Sewer Pipe (RC) ........................81 9-05.7(2)A Basis for Acceptance (RC) ..................................................:..82 9-05.7(3) Concrete Storm Sewer Pipe Joints (RC).................................82 9-05.7(4) Testing Concrete Storm Sewer Pipe Joints (RC)....................82 9-05.9 Steel Spiral Rib Storm Sewer Pipe (RC)..,....................................82 9-05.12(3) CPEP Sewer Pipe.....................................................................83 9-05.14 ABS Composite Sewer Pipe.........................................................83 9-05.17 Aluminum Spiral Rib Storm Sewer Pipe...................................83 9-08 PAINTS ..............................................................................................89 9-08.8 Manhole Coating System Products..............................................89 9-23 CONCRETE CURING MATERIALS AND ADMIXTURES......91 9-23.9 Fly Ash (RC)...................................................................................91 9-30 WATER DISTRIBUTION MATERIALS ......................................92 9-30.3(1) Gate Valves (3inches to 12 inches)...........................................92 9-30.3(3) Butterfly Valves .........................................................................92 9-30.3(5) Valve Marker Posts ...................................................................93 9-30.3(7) Combination Air Release/Air Vacuum Valves........................93 9-30.3(8) Tapping Sleeve and Valve Assembly........................................93 9-30.3(9) Blow-Off Assembly....................................................................93 9-30.5 Hydrants .........................................................................................93 H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc7 9-30.5(1) End Connections (RC)..............................................................93 9-30.5(2) Hydrant Dimensions .................................................................93 9-30.6(3)B Polyethylene Pipe....................................................................94 9-30.6(4) Service Fittings ..........................................................................94 9-30.6(5) Meter Setters............................................ ..................................94 H:Tile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc8 SPECIAL PROVISIONS 1-01 DEFINITIONS AND TERMS 1-01.1 General Section 1-01.1 is supplemented with: Whenever reference is made to the State, 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 representatives for all contracts administered by the City of Renton. 1-01.3 Definitions Section 1-01.3 is revised and supplemented by the following: Act of god "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 Price Either the unit price, the unit prices, or lump sum price or prices named in the proposal, or in properly executed change orders. Dates Bid Opening Date: The date on which the Contracting Agency publicly opens and reads 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. Contract Completion Date: The date by which the work is contractually required to be completed. 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 Owner for the construction engineering of a specific public works project. HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc9 Inspector Owner's authorized representative assigned to make necessary observations of the work performed or being performed, or of materials furnished or being furnished by Contractor. 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 area 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. Points Wherever reference is made to Engineer's points,this shall mean all marks,bench marks,reference points, stakes,hubs,tack, etc., established by 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 Planning/Building/Public Works Administrator. Shop Drawings Same as "Working Drawings" defined in the Standard Specifications. Special Provisions Modifications to the standard specifications and supplemental specifications 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 Engineer at request of Contractor by means of drawings or documents necessary, in the opinion of Engineer,for the proper execution of the work. Such drawings and instructions are consistent with the Contract Documents. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc10 I 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 1-02.6 Preparation of Proposal The third paragraph is revised as follows: All prices shall be in legible figures and words written in ink or typed.The proposal shall include: 1. A unit price for each item (omitting digits more than four places to the right of the decimal point), each unit price shall also be written in words; where a conflict arises the written words shall prevail. 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., 1-02.12 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. 1-03 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. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.docl 1 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. 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. Amendments to Division 1-99 APWA Supplement 6. Amendments to the Standard Specifications, 7. Division 1-99 APWA Supplement 8. WSDOT/APWA Standard Specifications for Road, Bridge and Municipal Construction 9. Contracting Agency's Standard Plans (if any) 10. WSDOT/APWA Standard Plans-for Road, Bridge and Municipal Construction Section 1-04.3 is a new section: 1-04.3 Contractor-Discovered Discrepancies Upon receipt of award of contract, Contractor shall carefully study and compare all the components of the Contract Documents and other instructions, and check and verify all field measurements. Contractor shall,.prior to ordering material or performing work, report in writing to Engineer any H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc12 error, inconsistency, or omission in respect to design or mode of construction, which is discovered. If 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 Contractor's duty to inform Engineer immediately in writing, and Engineer will promptly check the same. Any work done after such discovery, until correction of Plans or authorization of extra work is given, if Engineer finds that extra work is involved, will be done at 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 clean up 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 Contractor supplied surveying, the Contractor shall provide all required survey work, including such work as mentioned in Sections 1-05.4(1) and 1-05.4(2), 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. The Engineer or 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 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 Contractor supplied surveyor informed of staking requirements and provide at least 48 hours notice to allow the Engineer or Contractor supplied surveyor adequate time for setting stakes. H:\File Sys\SWP-Surface Water Projects\SWP-27 Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.docl3 I 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 is furnished 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. The Contractor and/or Surveyor shall inform the Engineer in writing of any errors, discrepancies, and omissions to the plans that prevent the Contractor and/or 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. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPEC S-DRAFT-Stevens\2 3 a Stevens-City SpecProv-2006-DCv03.doc14 If the Contractor and 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 moneys 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 "Contractor Supplied Surveying." 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, Electrical Cabinets. After the completion of the work covered by this contract, the contractors 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 surveyors seal and signature certifying its accuracy. All costs for as-built work shall be included in the contract item "Contractor Supplied Surveying," lump sum. 1-05.7 Removal of Defective and Unauthorized Work Section 1-05.7 is supplemented as follows: Contractor shall promptly replace and re-execute work by Contractor forces, in accordance with the intent of the Contract and without expense to Owner, and shall bear the expense of making good all work of other contractors destroyed or damaged by such removal or replacement. If Contractor does not remove such condemned work and materials and commence re-execution of the work within 7 calendar days of notice from Engineer, Owner may correct the same as provided in the Standard Specifications. In that case, Owner may store removed material. If Contractor does not pay the cost of such removal and storage within 10 calendar days from the date of the notice to Contractor of the fact of such removal, 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 moneys due to Contractor, including costs of sale, and accounting to Contractor for the net proceeds remaining. Owner may bid at any such sale. Contractor shall be liable to Owner for the amount of any deficiency from any funds otherwise due Contractor. 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, of if such Work has been rejected by the Engineer, remove it from the Project Site and replace HA\Fiie Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPEC S-DRAFT-Stevens\23 a Stevens-City SpecProv-2006-DCv03.doc15 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 1-05.8 "Owners Right to Correct 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. 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 tight 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 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. To be considered substantially complete the following conditions must be met: 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. 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 Date 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 HA\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc16 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 revels the Work incomplete of 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 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, rake whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.8. 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 Unless otherwise noted in the Contract Documents, Contractor shall give Engineer a minimum of 3 working days'notice of the time for each test and inspection. If the inspection is by another authority than Engineer, Contractor shall give Engineer a minimum of 3 working days'notice of the date fixed for such inspection. Required certificates of inspection by other authority than Engineer shall be secured by Contractor. 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. 1-05.14 Cooperation with Other Contractors Section 1-05.14 is supplemented as follows: Contractor shall afford 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 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. QWest Communications 4. City of Renton(water, sewer, transportation) 5. Soos Creek Sewer and Water District 6. Cedar River Sewer and Water District 7. Skyway Sewer and Water District 8. Private contractors employed by adjacent property owners The Contractor shall coordinate with City of Renton on tying into any existing electrical service cabinet. HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-S tevens\23 a Stevens-City SpecProv-2006-DCv03.doc17 i 1-05.18 Contractor's Daily Diary Section 1-05.18 is a new section: Contractor and subcontractors shall maintain and provide to Engineer a Daily Diary Record of this Work. This Diary will be created by pen entries in a hard-bound 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 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: 1. The day and date. 2. The weather conditions, including changes throughout the day. 3. A com p lete description tion of work accom p lished 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. 4. An entry for each and every changed condition, dispute or potential dispute, incident, accident, or occurrence of any nature whatsoever which might affect Contractor, Owner, or any third party in any manner. 5. Listing of any materials received and stored on- or off-site by 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 Contractor's employees working during each day by'category of employment. 9. Listing of 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 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. 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 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 Contractor's official representative on the project. 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 Contractor and Owner that the Daily Diary maintained by 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 Contractor to maintain this Diary in the manner described above will constitute a waiver of any such claims or disputes by Contractor. Engineer or other Owner's representative on the job site will also complete a Daily Construction Report. H:\Fi1e Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc18 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 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 Engineer as to conformity with.the Contract Documents. Engineer will review the lists within .10 working days, noting required corrections. Contractor shall make required corrections and file 2 corrected copies with Engineer within one week after receipt of required corrections. Engineer's review and acceptance of the lists shall not relieve Contractor from responsibility for suitability for the intended purpose, nor for deviations from the Contract Documents. 1-06.2(l) Samples and Tests forAcceptance Section 1-06.2(1)is supplemented a follows: The finished Work shall be in accordance with approved samples. Approval of samples by Engineer does not relieve Contractor of responsibility for performance of the Work in accordance with the Contract Documents. 1-06.2(2) Statistical Evaluation of Materials forAcceptance 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: 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 Engineer by Contractor. 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 Contractor. 1-07.5 Environmental Regulations Project SWP-27 Section 1-07.5 is supplemented as follows: The Contractor shall comply with all construction related provisions of the HPA and other permits obtained by the City. The Contractor shall be responsible for making any changes required by the agencies, and payment of any fines, for violations of any construction related provisions. The City will not make additional compensation for any changes or fines due to the Contractors violations. 1-07.6 Permits and Licenses Section 1-07.6 is supplemented as follows: HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc19 The permits, easements, and right of entry documents that have been acquired are available for inspection and review. Contractor shall be required.to comply with all conditions of the permits, easements, and rights of entry, at no additional cost to Owner. Contractor is required to indemnify Owner from claims on all easements and rights of entry. All other permits, licenses, etc., shall be the responsibility of Contractor. 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 Contractor. If Owner is required to secure.such permits, permission under franchises, licenses and bonds, and pay the fees, the costs incurred by Owner thereby shall be charged against Contractor and deducted from any funds otherwise due Contractor. 1-07.9(5) Required Documents Delete the first sentence of the third paragraph, and replace it with the following: 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(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. 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 by special means or precautions acceptable to the engineer,the contractor shall be able to overcome them. HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc20 1-07.15 Temporary Water Pollution/Erosion Control Delete the first paragraph, and replace it with the following: In an effort to prevent, control, and stop water,pollution and erosion within the project, thereby protecting the work, nearby land, streams , and other bodies of water, the Contractor shall perform all work in strict accordance with all Federal, State, and local laws and regulations governing waters of the State, as well as permits acquired for the project. 1-07.14 Responsibility for Damage Project SWP-27- Section 1-07.14 is supplemented by adding the following: All references to the"State", "Commission", "Secretary", "Department", and"officers and employees of the State"shall read"Contracting Agency". 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 which 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 top soil 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 used by H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23 a Stevens-City SpecProv-2006-DCv03.doc21 i I, i 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 e ai r r p s, 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. 1-07.17 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 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 Owner and Engineer by owners of such underground facilities or others, and Owner and 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 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. Contractor shall check with the utility companies concerning any possible conflict prior to commencing excavation in any area. 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. In addition to Contractor having all utilities field marked before starting work, 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, Contractor shall notify the Underground HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc22. Utilities Location Center by telephone of the planned excavation and progress schedule. 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 Contractor for locations. 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 Contractor begins work, or may be performed in conjunction with the contract work. 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, Contractor shall continue the construction process on other aspects of the project whenever possible. No additional compensation will be made to Contractor for reason of delay caused by the actions of any utility company and 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 Engineer's request. In no way shall the work described under Utility Potholing relieve 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. Payment Payment will be made at the discretion of Engineer, for the following bid item(s) in accordance with Section 1-09.6 of the Standard Specifications and these Special Provisions: "Utility Potholing,"Force Account "Resolution of Utility Conflicts,"Force Account 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 Contractor's responsibility to notify the affected users and Engineer not less than 48 hours in advance of such outage. 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 Contractor at no cost to Owner. Overhead lighting outages shall not exceed 24 hours. All cost to 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: 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 H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc23 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. 1-07.18(2) Coverages As part of the response to this proposal, the Contractor shall submit a completed City of Renton Insurance Information form which details specific coverage and limits for this contract. 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: 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) H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc24 • 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, (i.e. architectural, engineering, advertising, or computer programming) 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. The Contracting Agency reserves the right to request and/or require additional coverages as may be appropriate based on work performed(i.e. pollution liability). CONTRACTOR shall Name CITY OF RENTON, and its officers, officials, agents, employees and volunteers 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. Policy may not be non-renewed, canceled or materially changed or altered unless forty- five (45) days prior written notice is provided to CITY OF RENTON. Notification shall be provided to CITY OF RENTON by certified mail. 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: Commercial General Liabilitv 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 Liabilitv Bodily Injury/Property Damage $1,000,000 (Each Accident) Workers'Compensation Statutory Benefits-Coverage A Variable (Show Washington Labor and Industries Number) Umbrella Liability H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc25 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 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 writing in the event any general aggregate or other aggregate limits are reduced. At their own expense, the CONTRACTOR will reinstate the aggregate to comply with the minimum limits and requirements as stated in Section 1-07.18(3) and shall furnish 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 following: 1. City of Renton Insurance Information Form(attached herein)without modification. 2. Certificate of Insurance (Accord 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. Other requirements are as follows: A. Strike the following or similar wording: "This Certificate is issued as a matter of information only and confers no rights upon the Certificate Holder"; B. Strike the wording regarding cancellation notification to the City: "Failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents or representatives". C. Amend the cancellation clause to state:. "Policy may not be non-renewed, canceled or materially changed or altered unless 45 days prior. written notice is provided to the City". Notification shall be provided to the City by certified mail. For Professional Liability coverage only, instead of the cancellation language specified above, the City will accept a written agreement that the consultant's broker will provide the required notification. 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. 1-07.23(1) Construction Under Traffic 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. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc26 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. 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 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. Contractor shall provide one driveable 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. 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. Contractor shall give a copy of all notices to 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. 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 Contractor's expense, except in areas where the roadway remains closed to public traffic. Steel plates must be anchored. 1-07.24 Rights of Way Section 1-07.24 is supplemented by adding 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 tight 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 buy 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. 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. HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc27 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 accom p lished. 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. 1-08 PROSECUTION AND PROGRESS Section 1-08.0 is a new section with subsection: 1-08.0 Preliminary Matters 1-08.0(1) Preconstruction Conference The Engineer will furnish the Contractor with up to 5 copies of the Contract Documents. 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) + 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 + Detailed equipment list, including "Rental Rate Blue Book" hourly costs (both working and standby rates) + Weighted wage rates for all employee classifications anticipated to be used on Project 4 Cost percentage breakdown for lump sum bid item(s) + Shop Drawings (bring preliminary list) 4 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 Contractor Compliance with Contract Documents Acceptance and approval of work Labor compliance,payrolls, certifications Safety regulations for Contractors'and Owner's employees and representatives HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc28 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 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 The franchise utilities may be present at the preconstruction conference,-and Contractor should be prepared for their review and discussion of progress schedule and coordination. 1-08.1 Subcontracting Section 1-08.1 is supplemented as follows: Written requests for change in subcontractors shall be submitted by Contractor to Engineer at least 7 calendar days prior to start of a subcontractor's work. Contractor agrees that s/he is fully responsible to 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 Contractor. 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 Owner. Contractor shall be responsible for making sure all subcontractors submit all required documentation, forms, etc. 1-08.1(3) Hours of Work 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 6:00 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 6:00 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. an.6:00 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, Sunday, holidays of 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 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 HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc29 Saturday and holiday as working day 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 Contracting Agency's material testing lab; inspectors; and other Contracting Agency employees when in the opinion of the Engineer such work necessitates their presence. 1-08.1(3) Reimbursement for Overtime Work of Contracting Agency Employees Where the Contractor elects to work on a Saturday, Sunday, or other holiday, of 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 Contraction Agency for the full amount of the straight time plus overtime costs for employees 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 amount due or to become due the Contractor. 1-08.2 Assignment The second paragraph of Section 1-08.2 is modified as follows: Contractor shall not assign any moneys due or to become due to Contractor hereunder without the prior written consent of 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. 3. Submittals requiring review by Engineer. Submittal by Contractor and review by 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. Engineer may request Contractor to alter the progress schedule when deemed necessary in the opinion of Engineer—in the interest of public safety and welfare or of 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. Contractor shall provide such revised schedule within 10 days of request. If, at any time, in the opinion of Engineer, the progress of construction falls significantly behind schedule, 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. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPEC S-DRAFT-Stevens\2 3 a Stevens-City SpecProv-2006-DCv03.doc30 Contractor shall promptly report to Engineer any conditions which Contractor feels will require revision of the schedule and shall promptly submit proposed revisions in the progress schedule for acceptance by Engineer. When such changes are accepted by Engineer, the revised schedule shall be followed by Contractor. Weekly Schedule. Contractor shall submit a weekly progress schedule to 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. 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 Contractor, the proposed construction schedule cannot be met, Engineer will require Contractor to submit a revised schedule to Engineer for acceptance. The approved revisions will thereafter, in all respects, apply in lieu of the original schedule. Failure of Contractor to follow the progress schedule submitted and accepted, including revisions thereof, shall relieve Owner of any and all responsibility for furnishing and making available all or any portion of the job site, and will relieve Owner of any responsibility for delays to 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 supplemented as follows: 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 b 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: 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, and shall end on the Contract Completion Date. A nonworking day is defined as a Saturday, a Sunday, a day on which the contract specifically suspends work, or one of these holidays: January 1, 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 which, 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 nonworking day or an Engineer determined unworkable day. HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPEC S-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv0ldoc31 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 nonworking 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. Section 1-08.5 is supplemented as follows: Within 10 calendar days after execution of the Contract by the Contracting Agency, 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 which can be performed without delivery of the critical items shall start and be completed as soon as possible. At that time, Engineer may suspend the work upon request of Contractor until the critical items are delivered to Contractor, if the Contracting Agency received a purchase order within 10 calendar days after execution of the Contract by the Contracting Agency. 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 Contractor in writing. The work shall be resumed by Contractor within 14 calendar days after the date fixed in the written notice from Owner to Contractor to do so. Contractor shall not suspend work under the Contract without the written order of Owner. If it has been determined that 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 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. 1-08.9 Liquidated Damages Section 1-08.9 is supplemented as follows: In addition, Contractor shall compensate Owner for actual engineering inspection and supervision costs and any other expenses and legal fees incurred by Owner as a result of such delay. Such labor costs will be billed to Contractor at actual costs, including administrative overhead costs. In the event that Owner is required to commence any lawsuit in order to enforce any provision of this Contract or to seek redress for any breach thereof, Owner shall be entitled to recover its costs, including reasonable attorneys fees, from Contractor. HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc32 1-08.11 Contractor's Plant and Equipment 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 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. 1-08.12 Attention to Work 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. 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. 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. 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 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 Engineer to acknowledge receipt 6 Pay item number HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPEC S-D RAFT-Stevens\2 3 a Stevens-City SpecProv-2006-DCv03.doc33 7. Contract number and/or name It will be Contractor's responsibility to see that a ticket is given to 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 Engineer to verify quantity shown on ticket. Quantities by Ton. It will be 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 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 truck load 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 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: Unless modified otherwise in the Contract Provisions, the Bid Items listed or referenced in the "Payment" clause of each Section of the Standard Specifications, will be the only items for which compensation will be made for the Work described in or specified in that particular Section when the Contractor performs the 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 HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPEC S-DRAFT-Stevens\2 3 a Stevens-City SpecProv-2006-DCv03.doc34 Specifications. Payment for material "furnished," but not.yet incorporated into the Work, may be made on monthly estimates to the extent allowed. 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 Contractor's personnel; and obtaining permits or licenses required to complete the project not furnished by Owner. This item shall also include providing Engineer and Inspectors with access to telephone, facsimile machine, and copy machine during all hours 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,"Lump Sum. 1-09.9 Payments Section 1-09.9 is supplemented as follows: Applications for payment shall be itemized and supported to the extent required by Engineer by receipts or other vouchers showing payment for materials and labor, payments to subcontractors, and other such evidence of Contractor's right to payment as Engineer may direct. 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 filed against such funds as provided by law and if Owner has no unsatisfied claims against Contractor. In the event claims are filed, Owner shall withhold,until such claims are satisfied, a sum sufficient to satisfy all claims and to pay attorney's fees. In addition, Owner shall withhold such amount as is required to satisfy any claims by Owner against Contractor, until such claims have been finally settled. Neither the final payment nor any part of the retained percentage shall become due until Contractor, if requested, delivers to 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 Contractor has knowledge or information, the release and receipts include all labor and materials for which.a lien could be filed: but Contractor may, if any subcontractor refuses to furnish a release or receipt in full, furnish a bond satisfactorily to Engineer to indemnify Owner against the lien. If any lien remains unsatisfied after all payments are made, Contractor shall reimburse to 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: HA\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPEC S-DRAFT-Stevens\23 a Stevens-City SpecProv-2006-DCv03.doc35 In addition to monies retained pursuant to RCW 60.2 and subject to RXW .04.25 RCW 39.12 8 39 0 p J 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 base upon the liquidated dames amount per day se 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 perform any 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. e. Failure to submit weekly payrolls, Intent to Pay Prevailing Wage forms, or correct underpayment to employees of the Contractor of subcontractor an--of any tier as required by Section 1-07.9. f. Failure of the Contractor o 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 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 make under the terms and conditions of the Contract. The Contracting Agency shall not be liable to the Contractor for such payment make in good faith. HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc36 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. 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 which 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 of 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 regulations — Federal, State, or local — that affect the contract. The dated the Contraction Agency unilaterally signs the Final Progress Estimate constitutes the final acceptance date(Section 1-05.12). 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. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc37 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. HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPEC S-DRAFT-Stevens\23 a Stevens-City SpecProv-2006-DCv03.doc38 Stevens Ave NW/Lind Ave NW Storm System Project 1-09.14 Payment Schedule (New Section) Project SWP-27-3639 General - Scope 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 regulations of public agencies having jurisdiction, including Safety and Health Administration of the US Department of Labor (OSHA). B. The Owner shall not pay for material quantities that exceed the actual measured amount used and approved by the ENGINEER. C. It is the intention of these specifications that the performance of all work under the bid for each item shall result in the complete construction, in an accepted operating condition, of each item. Work and material not specifically listed in the proposal but required in the plans, specifications, and general construction practice, shall be considered incidental to the construction of the project and the Contractor shall include the cost within the unit bid prices. No separate payment will be made for these incidental items. 1-09.14(1) Basic Bid (New Section) This section lists the basic bid items which will determine the low bidder for this project. Measurement and Payment, where described in a bid item, shall supercede Measurement and Payment listed in other sections of the Special Provisions and Standard Specifications. Basis For Award The construction contract will be awarded by the City of Renton to the lowest, responsible, responsive bidder. The bidder shall bid on all bid schedule items of all schedules set forth in the bid forms to be considered responsive for award. Partial bids will not be accepted. The total price of all schedules will be used to determine the successful low responsive bidder. 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. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-Stevens\23b- Stevens-BID-ITEMS sect 1-09-14.doc Page 1 Stevens Ave NW/Lind Ave NW Storm System Project Bid Item 1: Mobilization (Lump Sum) Mobilization includes the complete cost of furnishing and installing, complete and in-place all work and materials necessary to move equipment and personnel to 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. The Contractor shall prepare a Mobilization Plan showing the proposed location for storage of all equipment and material proposed to be located at the site. Storage shall not interfere with use of the City ROW and commercial and residential access. ' Equipment and material shall not be stored on private property outside the existing easements or work area limits. For any proposed storage on private property outside the easement or work area the Contractor shall obtain a Temporary Use Permit for storage areas on private property. The Contractor shall be responsible for all fees, applications, and work needed to obtain the permit. The Contractor shall allow 3 to 4 weeks to obtain the Temporary Use Permit from the City. Work hours are subject to the limitations in the Traffic Control Plan. Work hours shall be limited to weekdays only, between 7:00 a.m. and 5:00 p.m. unless otherwise approved in advance by the City. Machinery shall not be started before 7:00 a.m. Work on weekends will not be allowed, except as approved in writing by the Engineer. The Contractor shall prepare a Work Plan that shall include the following: A. Proposed Construction Sequence and Schedule for all major items of work. B. Mobilization Plan showing the proposed location for storage of all equipment and materials. C. Temporary Erosion and Sediment Control Plan for all stages of the project. D. Traffic Control Plan, including provisions for cleaning and sweeping of any impacted roadways. E. Trench Excavation Safety Systems plan/provisions. F. Temporary Storm Water Bypass Plan. G. Identify Disposal Sites for various waste materials and provide copies of the site's permits, licenses, and approvals. The Work Plan shall be submitted to the City for review and approval within 14 days of the contract award.. Final cleanup, dressing, and trimming the project area after construction, and removing all personnel and equipment off the site shall be included in this bid item, or in the Restoration bid item if one is included for the project. HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-Stevens\23b- Stevens-BID-ITEMS sect 1-09-14.doe Page 2 Stevens Ave NW/Lind Ave NW Storm System Project Payment for Mobilization will be made at the lump sum amount bid, which payment will be considered complete compensation for all materials, equipment, and labor required to complete this item of work in accordance with the Contract Documents. Up to 70 percent of this item will be paid after the Contractor is fully in operation and construction has begun. 20 Percent will paid when the project is completed, cleanup and restoration is complete, and all items are to the satisfaction of the Owner. The remaining 10 percent will be paid after the Final Pay Estimate is approved by the City Council. - Bid Item 2: Construction Surveying, Staking, and As-built (Lump Sum) Surveying shall be per Special Provisions Section 1-05.4 and the City of Renton Surveying Standards in Special Provisions Section 1-11. The as-built survey shall be per Special Provisions Section 1-05.4(4). The surveyor shall provide the City with a set of redline drawings with the as-built locations and elevations of all new utilities and construction work. All work shall be located per the City of Renton Survey Control Network. Coordinates shall be given for the new and existing storm system structures. Measurement for construction surveying, staking and as-built information will be based on the percentage of work complete at the time of measurement. Payment may be prorated over the construction period based on the amount of work completed for construction surveying, staking and as-built information. 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 80% of the bid amount for this item shall be paid prior to the review and acceptance of the final as-built information by the Engineer. Bid Item 3: Traffic Control (Lump Sum) The Contractor shall prepare a Traffic Control Plan for review and approval by the City. The plan shall address the proposed working area, signage, flaggers, contractor access to the working area, truck and equipment haul routes, and public access during construction. The Plan shall address any proposed lane and sidewalk closures needed for construction activities. Truck hauling shall be limited to the hours of 8:30 am to 3:30 PM on principle arterial streets. Rainier Ave is a principle arterial street. Work Hours Allowable work hours are given in Special Provisions Section 1-08.1, and as may be noted HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-Stevens\23b- Stevens-BID-ffEMS sect 1-09-14.doc Page 3 Stevens Ave NW/Lind Ave NW Storm System Project in the plans and specifications. Actual work hours may be limited by those approved in the Traffic Control Plan. The City may revise the work hours and Traffic Control Plan to address traffic problems or complaints. All adjustments to the work hours, the Traffic Control Plan, and signage are considered incidental and no additional payment will be made for adjustments. Debris Control The Contractor is responsible for controlling mud and dust on any route used by trucks or equipment, as noted in Special Provisions Section 1-07.23. The Contractor shall be prepared to use sweeping, power sweepers, watering trucks, and other means necessary to avoid creating a nuisance. Any debris on the roads shall be cleaned immediately. Cleaning the road is considered incidental and no additional payment will be made for this work. Payment will be prorated over the construction period. Payment for traffic control for work will be made at the measured percentage amount for the pay period times the unit bid price. Payment will be complete compensation for all labor, materials, equipment, preparing and conforming to the approved Traffic Control Plan, provide for public convenience and safety, detours, flagging, barricades, signs, traffic control devices, sequential arrow boards, temporary striping, cleanup, etc. required to complete this item of work in conformance with the Contract Documents and the Manual on Uniform Traffic Control Devices (MUTCD). Bid Item 4. Temporary Erosion and Sediment Control (Lump Sum) Temporary Erosion and Sediment Control (TESC) includes planning, installing, maintaining, and removing temporary erosion control measures needed for project construction. Erosion control consists of all activities needed to prevent soil erosion on the project site, creation of sediment-laden water, and migration of sediment-laden water into the City drainage system, other watercourses, or private property. For this type of project typical Erosion Control measures include providing catch basin protection and inserts, cleaning catch basins, filter fabric fencing, construction entrance, straw mulch, plastic sheeting, etc. at a minimum. Other erosion control measures may be necessary depending on weather and site conditions, including but not limited to filter fabric protection for catch basins, catch basin inserts, filter fabric fences, hay bales, placement of plastic sheets over exposed soil and stockpiles, mulching, netting, etc., and any other activities needed to control erosion from the project. The Contractor shall develop a "red lined" Temporary Erosion and Sediment Control plan and submit it to the City for review and approval. The plan shall be based on the King County Surface Water Design Manual, as adopted by the City of Renton, and proper construction practices. After the erosion control system is installed the Contractor shall make any field adjustments necessary to reduce or eliminate any erosion and discharge of sediment-laden water. All adjustments are considered incidental and no additional payment will be made for adjustments. Payment will be prorated over the construction period. I H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-Stevens\23b- Stevens-BID-ITEMS sect 1-09-14.doc Page 4 Stevens Ave NW/Lind Ave NW Storm System Project Payment for Erosion Control will be made at the unit bid price, which payment will be considered complete compensation for all design, labor, equipment and materials required to complete this item of work in accordance with the Contract Documents. Bid Item 5: Trench Excavation Safety Systems (Lump Sum) The Contractor is completely responsible for providing adequate shoring and support for all excavations to provide safe access for workers, prevent soil stuffing, soil loss, damage to pavement, structures, utilities, and ground adjacent to the excavation. Trench Shoring and Excavation Safety System shall comply with WAC 296-155 Part N, Standard Specifications Section 2-09.3(3) and 2-09.3(4), and all other applicable State and Federal regulations. The Contractor shall submit a Shoring Plan to the City showing how shoring will be accomplished and detailing the techniques and equipment that will be used. Shoring shall be capable of supporting all earth loads and traffic loads. The Contractor is responsible for showing that the proposed shoring system meets the regulatory requirements. This bid item shall apply to all excavations needed for the project. The City may issue a Stop Work order if the Contractor is not following the Shoring Plan, or is not using shoring where it appears to be needed. The Contractor shall immediately stop work on that part of the project and shall apply the appropriate shoring measures needed. All delays, claims for damages, down time, labor, machinery, rentals, and incidental costs during any Stop Work order shall be at the Contractor's expense. If the Contractor does not rectify any situation where shoring is needed the City may deny payment for any work items performed on that portion of the project. Measurement for trench excavation safety systems will be based on the percentage of new pipelines installed at the time of payment. Payment for trench excavation safety systems will be made at the unit bid price, which will be complete compensation for all equipment, labor, materials, hauling, planning, design, engineering, submittals, furnishing and constructing and removal and disposal of such temporary sheeting, shoring, and bracing complete as required under the provisions of any permits and in the requirements of OSHA and RCW Chapter 49.17, etc. required to complete this item of work in conformance with the Contract Documents. Bid Item 6: Temporary Stormwater Bypass (Lump Sum) The Contractor shall submit a Temporary Stormwater Bypass Plan for review and approval by the City. The plan shall include a method for bypassing stormwater flows during construction when the existing stormwater system is taken out of service. The Stormwater Bypass System may utilize pumps, gravity flow, temporary dams, other measures, or any combination thereof. The Contractor shall be responsible for maintaining the bypass system at all times during construction until the new storm system is functional, and is accepted by the City. The Contractor shall be prepared to respond immediately if a problem develops with the bypass system and flooding starts to occur. The.Contractor shall provide a 24-hour contact for emergency response. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-Stevens\23b- Stevens-BID-ITEMS sect 1-09-14.doe Page 5 Stevens Ave NW/Lind Ave NW Storm System Project The Contractor shall be responsible for all costs, damages, and claims that may result from failure of the bypass system. All adjustments to the Temporary Stormwater Bypass Plan are considered incidental and no additional payment will be made for adjustments. Measurement of Temporary Stormwater Bypass shall be per lump sum. Payment for this item will be prorated over the construction period. Payment for Temporary Stormwater Bypass shall be at the unit bid price and shall include the complete cost of furnishing, installing, and removing adequate pumps, pipes, hoses and other equipment necessary to bypass stormwater as need during construction, and any adjustment needed to the system. Bid Item 7: 12-inch Dia. CPE Storm Pipe (Linear Foot) This item includes providing and installing new storm pipe of the type noted in the bid item including pipe bedding, and removing, hauling, and disposal of existing piping, and other debris that may be encountered. CPE storm water pipe shall be smooth interior wall meeting the requirements of Special Provisions Section 9=05.19, and Standard Specs. Section 9-05.20 Corrugated Polyethylene Storm Sewer Pipe. Water-tight joints shall be furnished and installed. Pipe bedding shall be placed from a minimum of 6 inches below the pipe to 12 inches above the top of the pipe, and compacted to 95 percent of maximum density per ASTM D1557. The Contractor shall ensure proper placement and compaction of pipe bedding under the pipe haunches. Payment to furnish and install bedding material shall be included in the unit price bid for pipe in place. Suitable excavated soil shall be used as backfill for the project if it is a clean granular material meeting the general requirements for select borrow material, the maximum particle size shall not exceed 3 inches, and has a moisture content that will allow at least 95 percent compaction when placed. Payment for excavated trench backfill shall be included in the unit price bid for pipe in place. Excess and/or unsuitable excavated material will be loaded and disposed of offsite. This includes all soil, asphalt, concrete, existing storm sewer pipe, and other excavated material. Payment to haul and dispose of excavated material shall be included in the unit price bid for pipe in place. Import Trench Backfill shall be used only if native material is found to be unsuitable for use as backfill, and after approval by the City. Payment for Import Trench Backfill shall be paid under that bid item. Measurement of 12-inch Dia. CPE Storm Pipe shall be per linear foot of pipe placed measured horizontally over the centerline of the installed pipe. HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-Stevens\23b- Stevens-BID-ITEMS sect 1-09-14.doc Page 6 Stevens Ave NW/Lind Ave NW Storm System Project Payment for furnishing and installing 12-inch Dia. CPE Storm Pipe shall be at the unit bid price per linear foot which shall be complete compensation shall be for all labor, materials, tools and equipment necessary to complete the installation including all pavement removal and disposal; storm sewer trench excavation; dewatering (when required); furnishing and installing storm sewer pipe and fittings; pipe bedding; backfill with native material; compaction; connection to new or existing storm sewers and structures, all appurtenances (such as special fittings, bends, connections, catch basin connectors, etc.), adjusting inverts; haul and disposal of excess trench material including unsuitable material; cleaning and testing; and temporary patching asphalt to allow for the passage of traffic. Bid Item 8: 12-inch Dia. Ductile Iron Storm Pipe (Linear Foot) This item includes providing and installing new storm pipe of the type noted in the bid item including pipe bedding, and removing, hauling, and disposal of existing piping, and other debris that may be encountered. Ductile Iron storm sewer pipe shall meet the specifications detailed in Section 9-05.13 of the Special Provisions and Standard Specifications. Ductile iron storm sewer pipe shall be Class 52. Watertight joints shall be furnished and installed. Pipe bedding shall be placed from a minimum of 6 inches below the pipe to 12 inches above the top of the pipe, and compacted to 95 percent of maximum density per ASTM D1557. The Contractor shall ensure proper placement and compaction of pipe bedding under the pipe haunches. Payment to furnish and install bedding material shall be included in the unit bid price bid for pipe in place. Suitable excavated soil shall be used as backfill for the project if it is a clean granular material meeting the general requirements for select borrow material, the maximum particle size shall not exceed 3 inches, and has a moisture content that will allow at least 95 percent compaction when placed. Payment for excavated trench backfill shall be included in the unit price bid for pipe in place. Excess and/or unsuitable excavated material will be loaded and disposed of offsite. This includes all soil, asphalt, concrete, existing storm sewer pipe, and other excavated material. Payment to haul and dispose of excavated material shall be included in the unit price bid for pipe in place. Import Trench Backfill shall be used only if native material is.found to be unsuitable for use as backfill, and after approval by the City. Payment for Import Trench Backfill shall be paid under that bid item. Measurement of 12-inch Dia. Ductile Iron Storm Pipe shall be per linear foot of pipe placed measured horizontally over the centerline of the installed pipe. Payment for furnishing and installing 12-inch Dia. Ductile Iron Storm Pipe shall be at the unit bid price per linear foot which shall be complete compensation shall be for all labor, materials, tools and equipment necessary to complete the installation, including all pavement removal and disposal; storm sewer trench excavation; dewatering (when required); furnishing and installing storm sewer pipe and fittings; pipe bedding; backfill with native material; compaction; connection to new or existing storm sewers and structures, all HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-Stevens\23b- Stevens-BID-ITEMS sect 1-09-14.doc Page 7 Stevens Ave NW/Lind Ave NW Storm System Project appurtenances (such as special fittings., bends, connections, catch basin connectors, etc.), adjusting inverts; haul and disposal of excess trench material including unsuitable material; cleaning and testing; and temporary patching asphalt to allow for the passage of traffic. Bid Item 9; 8-inch Dia. Ductile Iron Storm Pipe (Linear Foot) This item includes providing and installing new storm pipe of the type noted in the bid item including pipe bedding, and removing, hauling, and disposal of existing piping, and other debris that may be encountered. Ductile Iron storm sewer pipe shall meet the specifications detailed in Section 9-05.13 of the Special Provisions and Standard Specifications. Ductile iron storm sewer pipe shall be Class 52. Watertight joints shall be furnished and installed. Pipe bedding shall be placed from a minimum of 6 inches below the pipe to 12 inches above the top of the pipe, and compacted to 95 percent of maximum density per ASTM D1557. The Contractor shall ensure proper placement and compaction of pipe bedding under the pipe haunches. Payment to furnish and install bedding material shall be included in the unit bid price bid for pipe in place. Suitable excavated soil shall be used as backfill for the project if it is a clean granular material meeting the general requirements for select borrow material, the maximum particle size shall not exceed 3 inches, and has a moisture content that will allow at least 95 percent compaction when placed. Payment for excavated trench backfill shall be included in the unit price bid for pipe in place. Excess and/or unsuitable excavated material will be loaded and disposed of offsite. This includes all soil, asphalt, concrete, existing storm sewer pipe, and other excavated material. Payment to haul and dispose of excavated material shall be included in the unit price bid for pipe in place. Import Trench Backfill shall be used only if native material is found to be unsuitable for use as backfill, and after approval by the City. Payment for Import Trench.Backfill shall be paid under that bid item. Measurement of 8-inch Dia. Ductile Iron Storm Pipe shall be per linear foot of pipe placed measured horizontally over the centerline of the installed pipe. Payment for furnishing and installing 8-inch Dia. Ductile Iron Storm Pipe shall be at the unit bid price per linear foot which shall be complete compensation shall be for all labor, materials, tools and equipment necessary to complete the installation, including all pavement removal and disposal; storm sewer trench excavation; dewatering (when required); furnishing and installing storm sewer pipe and fittings; pipe bedding; backfill with native material; compaction; connection to new or existing storm sewers and structures, all appurtenances (such as special fittings, bends, connections, catch basin connectors, etc.), adjusting inverts; haul and disposal of excess trench material including unsuitable material; cleaning and testing; and temporary patching asphalt to allow for the passage of traffic. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-Stevens\23b- Stevens-BID-rrEMS sect 1-09-14.doc Page 8 Stevens Ave NW/Lind Ave NW Storm System Project Bid Item 10. Catch Basin — Type 2 48-inch (Each) This item includes providing and installing new catch basins of the type noted in the bid item including frame and grate, and removing, hauling, and disposal of existing catch basins, piping, and other debris that may be encountered. Manholes and Catch Basins shall conform to Sections 7-05 and 9-05 of the Special Provisions and Standard Specifications. This item includes all the different types of frames and grates (standard, vaned, rolled curb, other) for CB's that may be show on the plans. Concrete Inlet shall be per City of Renton Standard Detail. Suitable excavated soil shall be used as backfill for the project if it is a clean granular material meeting the general requirements for select borrow material, the maximum particle size shall not exceed 3 inches, and has a moisture content that will allow at least 95 percent compaction when placed. Payment for excavated trench backfill shall be included in the unit price bid for pipe in place. Excess and/or unsuitable excavated material will be loaded and disposed of offsite. This includes all soil, asphalt, concrete, existing storm sewer pipe, and other excavated material. Payment to haul and dispose of excavated material shall be included in the unit price bid for pipe in place. Import Trench Backfill shall be used only if native material is found to be unsuitable for use as backfill, and after approval by the City. Payment for Import Trench Backfill shall be paid under that bid item. Measurement for furnishing and installing Catch Basin-Type 2 48-inch will be per each for each catch basin installed in conformance with the Contract Documents. Payment for furnishing and installing Catch Basin-Type 2 48-inch will be made at the unit bid price per each, which payment will be complete compensation for all labor, equipment, materials hauling, pavement cutting, pavement removal (asphalt, concrete and brick), dewatering, potholing for utility location, excavation, removal and disposal of waste material including existing pipes and structures in the excavation, foundation material, concrete base, precast concrete catch basin sections, gaskets, catch basin frame and lid, installation, adjustment of frames to grade, appurtenances, connections to new and existing pipes, placement of subsequent backfill (native) materials, compaction, water, cleaning, temporary pavement patching, and testing, etc. required to complete all catch basins in conformance with the Contract Documents. Bid Item 11: Catch Basin —Type 1 (Each) This item includes providing and installing new catch basins of the type noted in the bid item including frame and grate, and removing, hauling, and disposal of existing catch basins, piping, and other debris that may be encountered. Manholes and Catch Basins shall conform to Sections 7-05 and 9-05 of the Special Provisions and Standard Specifications. This item includes all the different types of frames and grates (standard, vaned, rolled curb, other) for CB's that may be show on the plans. Concrete Inlet shall be per City of Renton Standard Detail. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-Stevens\23b- Stevens-BID-ITEMS sect 1-09-14.doc Page 9 Stevens Ave NW/Lind Ave NW Storm System Project Suitable excavated soil shall be used as backfill for the project if it is a clean granular material meeting the general requirements for select borrow material, the maximum particle size shall not exceed 3 inches, and has a moisture content that will allow at least 95 percent compaction when placed. Payment for excavated trench backfill shall be included in the unit price bid for pipe in place. Excess and/or unsuitable excavated material will be loaded and disposed of offsite. This includes all soil, asphalt, concrete, existing storm sewer pipe, and other excavated material. Payment to haul and dispose of excavated material shall be included in the unit price bid for pipe in place. Import Trench Backfill shall be used only if native material is found to be unsuitable for use as backfill, and after approval by the City. Payment for Import Trench Backfill shall be paid under that bid item. Measurement for furnishing and installing Catch Basin-Type 1 will be per each for each catch basin installed in conformance with the Contract Documents. Payment for furnishing and installing Catch Basin-Type 1 will be made at the unit bid price per each, which payment will be complete compensation for all labor, equipment, materials hauling, pavement cutting, pavement removal (asphalt, concrete and brick), dewatering, potholing for utility location, excavation, removal and disposal of waste material including existing pipes and structures in the excavation, foundation material, concrete base, precast concrete catch basin sections, gaskets, catch basin frame and lid, installation, adjustment of frames to grade, appurtenances, connections to new and existing pipes, placement of subsequent backfill (native) materials, compaction, water, cleaning, temporary pavement patching, and testing, etc. required to complete all catch basins in conformance with the Contract Documents. Bid Item 12: Catch Basin - Concrete Inlet (Each) This item includes providing and installing new catch basins of the type noted in the bid item including frame and grate, and removing, hauling, and disposal of existing catch basins, piping, and other debris that may be encountered. Manholes and Catch Basins shall conform to Sections 7-05 and 9-05 of the Special Provisions and Standard Specifications. This item includes all the different types of frames and grates (standard, vaned, rolled curb, other) for CB's that may be show on the plans. Concrete Inlet shall be per City of Renton Standard Detail. Suitable excavated soil shall be used as backfill for the project if it is a clean granular material meeting the general requirements for select borrow material, the maximum particle size shall not exceed 3 inches, and has a moisture content that will allow at least 95 percent compaction when placed. Payment for excavated trench backfill shall be included in the unit price bid for pipe in place. Excess and/or unsuitable excavated material will be loaded and disposed of offsite. This includes all soil, asphalt, concrete, existing storm sewer pipe, and other excavated material. Payment to haul and dispose of excavated material shall be included in the unit price bid for pipe in place. HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-Stevens\23b- Stevens-BID-ITEMS sect 1-09-14.doc Page 10 Stevens Ave NW/Lind Ave NW Storm System Project Import Trench Backfill shall be used only if native material is found to be unsuitable for use as backfill, and after approval by the City. Payment for Import Trench Backfill shall be paid under that bid item. Measurement for furnishing and installing Catch Basin-Concrete Inlet will be per each for each catch basin installed in conformance with the Contract Documents. Payment for furnishing and installing Catch Basin-Concrete Inlet will be made at the unit bid price per each, which payment will be complete compensation for all labor, equipment, materials hauling, pavement cutting, pavement removal (asphalt, concrete and brick), dewatering, potholing for utility location, excavation, removal and disposal of waste material including existing pipes and structures in the excavation, foundation material, concrete base, precast concrete catch basin sections, gaskets, catch basin frame and lid, installation, adjustment of frames to grade, appurtenances, connections to new and existing pipes, placement of subsequent backfill (native) materials, compaction, water, cleaning, temporary pavement patching, and testing, etc. required to complete all catch basins in conformance with the Contract Documents. Bid Item 13: Import Trench Backfill (Ton) Import Trench Backfill shall be Bank Run Gravel per Standard Spec. Section 9-03.19, or as shown on the plans. The actual quantity used in construction may vary from the bid quantity. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. Measurement for Import Trench Backfill, shall be 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 will be considered for payment. Material placed outside of the pay limits shown on the plans will be deducted from the certified tickets unless approved by the Engineer. Additionally, no payment shall be made for necessary compaction to correct backfilled areas, which are not compacted in accordance with these specifications Payment for select imported backfill will be made at the unit bid price, which payment will be complete compensation for all labor, materials, equipment, hauling, placement, water,. compaction, removal and disposal of waste materials including existing pipes and structures in the excavation, etc. required to complete this item of work in conformance with the Contract Documents. Bid Item 14: Quarry Spalls (Ton) Quarry Spalls shall consist of broken stone, sound and resistant to weathering. Broken concrete shall not be used. Quarry Spalls shall be 3" to 8" Quarry Spalls per Standard Spec. Section 9-13.6, or as shown on the plans. This item will be used for Quarry Spalls called out for use in the plans, or as directed by the Engineer. This item will also be used when the bottom of excavations and trenches does not present a stable surface for placement and compaction of backfill or pipe bedding, and over H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-Stevens\23b- Stevens-BID-ITEMS sect 1-09-14.doc page 11 Stevens Ave NW/Lind Ave NW Storm System Project excavation is approved by the Engineer. Unsuitable excavated material will be disposed of offsite. This includes all soil, asphalt, concrete, and other excavated material. Payment to remove, haul, and dispose of unsuitable excavated material shall be included in the unit bid price. The actual quantity used in construction may vary from the bid quantity. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. Measurement for furnishing and placing quarry spalls will be based on actual tonnage weight as determined by measurement from a certified scale. Payment for Quarry Spalls will be made at the unit bid price, 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. Bid Item 15: Connect New Storm Pipe to Existing CB (Each) This item includes all work and materials needed to connect new storm pipes to existing catch basins and manholes as shown on the plans, or where required and approved by the Engineer. This item includes all items needed to make the connections including cutting, enlarging, and smoothing existing openings, new joints, couplings, fittings, sections of pipe, etc. This item includes removing bricks and pipes from existing CBs, enlarging the opening as needed, fitting the new pipe, replacing bricks around the new pipe, and grouting up all brick work., Measurement for Connect New Pipe to Existing CB will be per each for connection made in conformance with the Contract Documents. Payment for Connect New Pipe to Existing CB will be made at the unit price bid per each, which payment will be complete compensation for all labor, equipment, excavation around and protection of existing facilities, potholing for utility location, core drilling, rechanneling existing manholes (catch basins), removal and disposal of waste material including existing pipes and structures in the excavation, materials hauling, adjustment of frames to grade, relocate ladder and rungs (if necessary), connections, placement of subsequent backfill (native) materials, compaction, water, cleaning and testing, etc. required to complete all the connections in conformance with the Contract Documents. Bid Item 16: Connect Existing Storm Lateral to New CB (Each) This item includes all work and materials needed to locate and connect existing storm laterals to new catch basins and manholes as shown on the plans, or where required and approved by the Engineer. This item includes all work and items needed to make the connections including potholing to locate the lateral, excavation, revising the CB location (if needed), cutting the lateral, providing new pipe (concrete, CPEP, ADS, DI, etc) as needed to fit with the lateral, Fernco H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-Stevens\23b- Stevens-BID-ITEMS sect 1-09-14.doc Page 12 Stevens Ave NW/Lind Ave NW Storm System Project Couplings or other couplings as needed, pipe bedding, backfill material, compaction, removal and disposal of spoils, surface restoration, etc. Import Trench Backfill shall be used only if native material is found to be unsuitable for use as backfill, and after approval by the City. Payment for Import Trench Backfill shall be paid under that bid item. Measurement for Connect Existing Lateral to New CB will be per each for connection made in conformance with the Contract Documents. Payment for Connect Existing Lateral to New CB will be made at the unit price bid per each, which payment will be complete compensation for all labor, equipment, excavation around and protection of existing facilities, potholing for utility location, core drilling, rechanneling existing manholes (catch basins), removal and disposal of waste material including existing pipes and structures in the excavation, materials hauling, adjustment of frames to grade, relocate ladder and rungs (if necessary), connections, placement of subsequent backfill (native) materials, compaction, water, cleaning and testing, etc. required to complete all the connections in conformance with the Contract Documents. Bid Item 17: Remove Existing Catch Basin—Type 1 (Each) This item includes all work needed to remove existing type 1 catch basins as shown on the Plans, and as directed by the Engineer. This item includes excavating, backfill, backfill material, compaction, restoration, and removing, hauling, and disposal of all waste material. This item does not include removing existing catch basins when new catch basins are being installed at the same location. All material removed for this item shall be disposed of at an off-site disposal facility per Standard Specification Section 2-03.3(7)C Contractor Provided Disposal Site. All cost for hauling and disposal shall be included in this bid item (no mileage cost). The actual quantity used in construction may vary from the bid quantity. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. Measurement for Remove Existing Catch Basin will be per each for each catch basin removed in conformance with the Contract Documents. Payment for Remove Existing Catch Basin will be made at the unit bid price, which payment will be complete compensation for all labor, equipment, materials, saw cutting, removing, hauling, and disposal of all waste material required to compete this item in conformance with the Contract Documents. Bid Item 18: Abandon Existing Catch Basin —Type 2 (Each) This item includes all work and materials needed to abandon existing type 2 catch basins as shown on the plans, or where required and approved by the Engineer. Existing type 2 catch basins shall be abandoned per Standard Specification Section 7-05.3(2). H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CEP)\27-3639 Stevens-Lind Ave\1624 SPECS-Stevens\23b- Stevens-BID-rrEMS sect 1-09-14.doc Page 13 Stevens Ave NW/Lind Ave NW Storm System Project The work include excavation, plugging of all pipes in the catch basin, filling with sand, breaking down the upper portion of the catch basin, backfill material, compaction, removal and disposal of spoils and debris, surface restoration, etc. All material removed for this item shall be disposed of at an off-site disposal facility per Standard Specification Section 2-03.3(7)C Contractor Provided Disposal Site. All cost for hauling and disposal shall be included in this bid item (no mileage cost). Measurement for Abandon Existing Catch Basin —Type 2 will be per each for each catch basin abandoned in conformance with the Contract Documents. Payment for Abandon Existing Catch Basin — Type 2 will be made at the unit bid price, which payment will be complete compensation for all labor, equipment, materials, saw cutting, removing, hauling, and disposal of all waste material required to compete this item in conformance with the Contract Documents. Bid Item 19. Plug Existing Pipe (Each) This item includes all work and materials needed to plug existing pipes of any type as shown on the plans, or where required and approved by the Engineer. Plug Existing Pipe shall be per Standard Specification Section 7-08.3(4). This item includes all work and items needed to plug existing pipes including locating the pipe, cutting, draining and removing any liquid in the pipe, concrete plug material, pipe bedding, backfill material, compaction, removal and disposal of spoils, surface restoration, etc. This item does not include the Pipe Plugs needed to abandon the existing 12-inch storm line running from #512 Stevens Ave NW to Taylor PL NW. They are included in the bid item to abandon the 12-inch storm line. Import Trench Backfill shall be used only if native material is found to be unsuitable for use as backfill, and after approval by the City. Payment for Import Trench Backfill shall be paid under that bid item. Measurement for Plug Existing Pipe will be per each for each plug made in conformance with the Contract Documents. i Payment for Plug Existing Pipe will be made at the unit price bid per each, which payment will be complete compensation for all labor, equipment, excavation around and protection of existing facilities, potholing for utility location, core drilling, rechanneling existing manholes (catch basins), removal and disposal of waste material including existing pipes and structures in the excavation, materials hauling, adjustment of frames to grade, relocate ladder and rungs (if necessary), connections, placement of subsequent backfill (native) materials, compaction, water, cleaning and testing, etc. required to complete all the connections in conformance with the Contract Documents. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-Stevens\23b- Stevens-BID-ITEMS sect 1-09-14.doc Page 14 Stevens Ave NW/Lind Ave NW Storm System Project Bid Item 20: Abandon Existing 12-inch Storm Pipe (Linear Foot) This item includes all work and materials needed to abandon the existing storm pipes as shown on the plans, or where required and approved by the Engineer. Abandon Existing Storm Pipe shall be in accordance with Special Provision Section 7-04.3 Abandon Ex. Storm Drain Pipe. The existing Pp Y (CDF). pipe to be abandoned shall be filled with flowable Control Density Fill CDF . CDF consistency shall be flowable without the use of pressurized pumping (slump less than 10). There is a separated joint about 25 feet east of the existing Type 1 CB at#512 Stevens Ave NW. The Contractor shall be responsible for any damages that may occur if CDF escapes from the separated joint, or from any other sections of the existing pipe. The unit price for Abandon Existing Storm Pipe will be full compensation for plugging and abandoning the existing storm drain as shown on the Plans. This item includes all work and materials needed to remove and abandon the existing storm pipe including excavation, cutting and removing the existing pipe, fittings, vents, plugs, backfill, compaction, surface restoration, etc. All material removed for this item shall be disposed of at an off-site disposal facility per Standard Specification Section 2-03.3(7)C Contractor Provided Disposal Site. All cost for hauling and disposal shall be included in this bid item (no mileage cost). Measurement for Abandon Existing 12-inch Storm Pipe will be per linear foot of pipe abandoned, as shown on the plans and specificaton, and abandoned in conformance with .the Contract Documents. Payment for Abandon Existing 12-inch Storm Pipe will be made at the unit bid price, which payment will be complete compensation for all labor, equipment, materials, saw cutting, removing, hauling, and disposal of all waste material required to compete this item in conformance with the Contract Documents. Bid Item 21: SawCutting (Linear Foot) This item included the complete costs for SawCutting for the project including cuts for pipe installation, curb and gutter, driveways, sidewalks, final patch, and overlay. The City will allow one sawcut for pipe installation, and second sawcut for the final patch or overlay edge (if needed). Any additional sawcutting is incidental. The actual quantity used in construction may vary from the bid quantity. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. Measurement of"Sawcutting" shall be per linear foot of surface cut. Payment for furnishing and installing Sawcutting will be made at the unit bid price, which shall be full compensation for all materials, labor, tools, and equipment necessary to saw cut the existing asphalt concrete and cement concrete surfaces regardless of the depth encountered or the material to be sawcut, and including flushing of sawcuts with high pressure water as well as pollution control. No wastewater shall be released into the storm sewer system, drainage ditches, or onto private property. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-Stevens\2 3 b- Stevens-BID-ITEMS sect 1-09-14.doc Page 15 Stevens Ave NW/Lind Ave NW Storm System Project Bid Item 22: Grind or Remove Asphalt Pavement (Square Yard) This item includes grinding or removal by excavation, hauling, and disposal of existing asphalt surfaces for areas shown on the plans, and as directed by the Engineer. This item includes asphalt removed for installation of the new storm system pipeline, driveways, sidewalks, and asphalt patch. All material removed for this item shall be disposed of at an off-site disposal facility per Standard Specification Section 2-03.3(7)C Contractor Provided Disposal Site. The Contractor shall provide the location of the disposal sites and copies of all permits and approvals before any materials are hauled to the sites. All cost for hauling and disposal shall be included in this bid item. The actual quantity used in construction may vary from the bid quantity. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. Measurement for Remove Asphalt Pavement shall be in square yards horizontally over the area where asphalt is removed. Payment for Remove Asphalt Pavement will be made at the amount bid per square yard, which payment will be complete compensation for all labor, grinding of existing asphalt pavement, removal and disposal of all grinding spoils, appropriately maintaining roads between grind and overlay (IE cleaning of loose materials and protecting vehicles from exposed utilities) required to complete this item of work in conformance with the contract documents. No additional payment will be made for work necessary to correct a grind and /or overlay not performed in accordance with specifications. Bid Item 23: Crushed Surfacing (Ton) This item includes Crushed Surfacing Top Course and Base Course. Crushed Surfacing shall be per Standard Spec. Section 9-03.9(3), or as shown on the plans. The actual quantity used in construction may vary from the bid quantity. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. Measurement for furnishing and installing Crushed Surfacing will be based on actual tonnage weight as determined by measurement from a certified scale. Certified weight tickets shall accompany each load, a copy of tickets shall be given to the Engineer daily. Payment for Crushed Surfacing shall be per the unit bid price, which shall be complete compensation for all materials, labor, tools, and equipment necessary for the fulfillment of all requirements of Standard Specification Section 9-03.9(3) in the execution of the work shown in the Plans or as required by the Engineer. Any water added to the aggregate at the plant or in the field for placement and compaction shall be considered incidental to this item. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-Stevens\23b- Stevens-BID-TEEMS sect 1-09-14.doc Page 16 Stevens Ave NW/Lind Ave NW Storm System Project Bid Item 24: Hot Mix Asphalt (HMA) Class 1/2" PG-64-22 (Ton) This item includes all Hot Mix Asphalt (HMA) used for temporary patches, asphalt pavement, and overlays. All applications of HMA shall be per Special Provisions and Standard Specifications Section 5-04. The Contractor shall place the permanent trench patch as shown on the plans or as per "Typical Patch for Flexible Pavement" (City of Renton Detail)within 15 calendar days after first opening the trench. The Contractor shall plan the work to place permanent trench patches throughout project construction as the 15-day period for each section of trench approaches. Any delay of the permanent patch placement is subject to the Owner's approval. Any patches in the street that will not have the final patch placed within 15 days after opening the trench shall have a Temporary Hot Patch placed. Temporary Hot Patch will be paid under the bid item for Hot Mix Asphalt (HMA). Old asphalt, concrete, soil, and other excavated material shall be disposed of offsite. Payment to haul and dispose of old asphalt and other excavated material shall be included in the unit bid price for"Hot Mix Asphalt (HMA) Class 1/2", or in the bid item for removing old asphalt, if present. Measurement of Hot Mix Asphalt (HMA) Class 1/2" PG-64-22 shall be per ton with no deduction being made for the weight of liquid asphalt, blending sand, mineral filler, or any other component of the mixture. The quantity for this item is included to provide a common proposal for bid purposes. The actual quantity used in construction may vary from that amount. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. Measurement for furnishing and installing HMA will be based on actual tonnage weight as determined by measurement from a certified scale. Payment for Hot Mix Asphalt (HMA) Class 1/2 shall be per the unit bid price, which shall be complete compensation for all labor, materials, equipment, tools, and incidental costs necessary for placing, compacting and constructing asphalt pavement in and along the Project including asphalt concrete driveways, traffic islands, trench patching, sealing all cold joints, tack coat, raising shoulder to grade, asphalt sidewalk transitions, hauling, notifications, aggregate, sweeping, utility marking and adjustment, furnishing and preparing subgrade, removal of existing asphalt, cleanup, and all other incidentals necessary for a complete paving system to the lines, cross-section and grades as shown on the Plans. Bid Item 25: Cold Mix Asphalt (Ton) This item includes all Cold Mix Asphalt used for temporary patches and repairs before the final hot mix asphalt is placed. Material placed shall have a minimum depth of 2 inches. "Cold Mix" shall be used at the discretion of the City. This item includes all costs to place, maintain, remove, haul, and dispose of the material. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-Stevens\23b- Stevens-BID-ITEMS sect 1-09-14.doc page 17 Stevens Ave NW/Lind Ave NW Storm System Project The quantity for this item is included to provide a common proposal for bid purposes. The actual quantity used in construction may vary from that amount. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. Measurement for furnishing and installing Cold Mix will be based on actual tonnage weight as determined by measurement from a certified scale. Payment for Cold Mix Asphalt will be made in accordance with Section 1-04 and will be full compensation for all costs associated with the placement of the "Cold Mix" and removal of the material in its entirety before asphalt concrete pavement is placed. Payment for Cold Mix Asphalt shall be per the unit bid price, which shall be complete compensation for all labor, materials, equipment, tools, and incidental costs necessary for placing, compacting, maintaining, removing, cleanup, hauling and disposing of the material. Bid Item 26: Remove and Install Cement Concrete Driveway (Square Yard) This item includes all work needed to remove and install new cement concrete driveways needed for project construction. Concrete driveway shall conform to City of Renton Standard Detail, and as shown on the Plans. New concrete driveway includes the concrete ramps, and shall be adjusted to match existing. New concrete driveways shall match the existing concrete finish, including plain or washed aggregate. New concrete driveways shall have an admixture to accelerate curing so the driveway can be driven on without damage after 24-hours of curing. Admixtures shall comply with WSDOT Standard Spec. 9-23 Curing Materials and Admixtures. All costs for removing, hauling, and disposing of the existing concrete driveways shall be included in the unit bid price. Crushed Surfacing and Sawcutting will be paid under separate bid items. The actual quantity used in construction may vary from the bid quantity. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. Measurement for Remove and Install Cement Concrete Driveway shall be in square yards of new driveway installed. Payment for Remove and Install Cement Concrete Driveway will be made at the unit bid price, which payment will be complete compensation for all labor, equipment, materials, saw cutting, removing and disposal of waste material, materials hauling, preparation, forming, placement, finishing, cleanup, etc. required to compete this item in conformance with the Contract Documents. I H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-Stevens\23b- Stevens-BID-ITEMS sect 1-09-14.doc Page 18 Stevens Ave NW/Lind Ave NW Storm System Project Bid Item 27: Restoration (Lump Sum) This item includes restoration of the entire project area, including general cleanup, removal of all debris, sweeping the project area, demobilization, and any other work needed to clean and close the project area. This item includes replacing all traffic lane markings disturbed by construction including traffic and bicycle lane lines, stop bars, walk lines, parking lines, markings, and traffic buttons. This item includes all labor, equipment, and materials needed to restore the existing landscaping and surfaces for the project including sod, gravel, topsoil, and beauty bark. All materials shall match and be blended into adjacent areas. Landscaping Restoration includes: 1. Restoring all mailboxes, signs, wood cribbing and timbers, rounded rock, and any other manmade features disturbed or damaged by construction. 2. Grass lawns along the edge of the street shall be restored with sod. All areas for sod installation shall be trimmed, graded and raked smooth. Sod Installation shall be per Standard Specifications Section 8-02.3(16) Lawn Installation. 3. Gravel shoulders along the edge of the street shall be restored with crushed Surface Base Course per Standard Spec. Section 9-03.9(3), or as approved by the City. Restoration of the ROW area between Stevens Ave and Lind Ave includes: 1. Grading and raking the disturbed soil to blend with the existing. 2. Placing topsoil over disturbed area. Topsoil shall be 3- to 6-inch thick. The area and extent of topsoil shall be review and approved by the City before placement. 3. Hydroseed grass mix. Fertilize, Hydroseed, and Mulch shall be per Special Provision Section 9-14, 4. Straw mulch. The quantities used for the following materials for restoration will be paid for separately under those bid items: a. Crushed Surfacing. b. Topsoil. Measurement for Restoration shall be per lump sum. Payment for Restoration shall be made at the unit contract price, which payment will be considered complete compensation for all labor, equipment, materials, haul, place, and HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPEC S-Stevens\23 b- Stevens-BID-ITEMS sect 1-09-14.doc Page 19 Stevens Ave NW/Lind Ave NW Storm System Project disposal required to complete this item of work in accordance with the Contract Documents. Bid Item 28: Topsoil (Cubic Yard) Topsoil shall be Type C per Standard Specifications Section 9-14.1(3). The actual quantity used in construction may vary from the bid quantity. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. Measurement for Topsoil shall be per cubic yards of topsoil hauled to and placed for the project. Payment for Topsoil shall be made at the unit bid price, which payment will be considered complete compensation for all labor, equipment, materials, haul, placement, and disposal required to complete this item of work in accordance with the Contract Documents. Bid Item 29, Changes (Lump Sum) At the discretion of the Contracting Agency, all or part of this lump sum may be used in lieu of the more formal procedure as outlined in Section 1-04.4 of the Standard Specifications. The unit contract price for Minor Changes is given in the Schedule of Prices and shall not be changed by the bidder. All work and payment under this item shall be authorized in writing by the City Project Manager or Supervisor. Payment will be determined in accordance with Section 1-09.4 of the Standard Specifications. Payment for this item will be only for the changes and amounts approved by the City. If no changes are authorized under this bid item final payment for this item will be $0 (zero). H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-Stevens\23b- Stevens-BID-ITEMS sect 1-09-14.doc Page 20 1-10 TEMPORARY TRAFFIC CONTROL 1-10.1 General 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 a directed by the engineer and delivering to the City Shops or storing and reinstalling as directed by the Engineer. 7. Preparing 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 Engineer. 8. Contacting police, fire, 911, and ambulance services to notify them in advance of any work 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. 10. Promptly removing or covering all nonapplicable 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. HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 5PECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc40 Traffic control and maintenance for the safety of the traveling public on this project shall be the sole responsibility of Contractor and all methods and equipment used will be subject to the approval of Owner. Traffic control devices and their use shall conform to City of Renton standards and the Manual on Uniform Traffic Control Devices. Contractor shall not proceed with any construction until proper traffic control has been provided to the satisfaction of Engineer. Any days lost due to improper traffic control will be charged against 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 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 nonwork 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. 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 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: H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\2.7-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc41 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. The lump sum contract price shall be full pay for all costs not covered by other specific pay items in the bid proposal for furnishing, installing, maintaining, and removing traffic control devices required by the contract and as directed by the Engineer in conformance with accepted standards and in such a manner as to maximize safety, and minimize disruption and inconvenience to the public. Progress payment for the lump sum item"Traffic Control"will be made as follows: 1.... When inM initial warning signs for the 156giimiiij of the project and the end'of construction signs are installed and approved by the Engineer,30 percent of the amount bid for the item will be paid. 2. Payment for the remaining 70 percent of the amount bid for the item will be paid on a prorated basis in accordance with the. total job progress as determined by progress payments. The item "Traffic Control" will be considered for an equitable adjustment per Section 1-04.6 only when the total contract price increases or decreases by more than 25 percent. The Lump Sum contract price shall be full pay for all costs involved in furnishing the pilot car(s), pilot car driver(s), and the appropriate pilot car sign(s) for any pilot car operation. Any necessary flaggers will be paid under the item for traffic control. The Lump Sum contract price shall be full pay for all costs for the labor provided for performing those construction operations described in Section 1-10.3(1) and as authorized by the Engineer. The Lump Sum contract price shall be full pay for all costs for performing the work described in Section 1-10.3(3) and Section 1-10.3(4). This payment will include all labor, equipment, and vehicles necessary for the initial acquisition, the initial installation of Class A signs, and ultimate return of all Contracting Agency-furnished signs The Lump Sum contract price shall be full pay for all costs involved when a person performs the duties described in Section 1-10.2(1)B including when performing traffic control labor duties. The Lump Sum contract price shall be full pay for all costs involved in furnishing the vehicle or vehicles for the work described in Sections 1-10.2(1)B and 1-10.3(2). 1-11 RENTON SURVEYING STANDARDS The following is a new section with new subsections: 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 survey's 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. HA\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc42 i II 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 bench marks established. 1-11.1(3) Subdivision Information Those surveys 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. U p on com p letion of a City of Renton project, either the field notebook(s) P rovided 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. Monument Any physical object or structure of record which marks or accurately references: HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc43 .• 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 eonsist 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. The 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. 1-11.1(7) Precision Levels Vertical Surveys for the establishment of bench marks shall satisfy all applicable requirements of section 1-05 and 1-11.1. Vertical surveys for the establishment of bench marks shall meet or exceed the standards, specifications and procedures of third order elevation accuracy established by the Federal Geodetic Control Committee. Bench marks must possess both permanence and vertical stability. Descriptions of bench marks must be complete to insure both recoverability and positive identification on recovery. 1-11.1(8) Radial and Station -- Offset Topography Topographic surveys shall satisfy all applicable requirements of section 1-11.1 herein. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc44 i 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. I-Il.l(ll) 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 with in 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). 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. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc45 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 83/91 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. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc46 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. Existing 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. The Contractor shall receive approval from the Engineer prior to removal. 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"L"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 cold mix or MC hot mix shall be used at the discretion of the Engineer. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc47 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. Wheelcutting 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 I it per 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. HAFile Sys\SWP-Surface Water Projects\SWP-27-'Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc48 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 p p complete construction of the roadway embankment Gravel Borrow shall be used. P Y 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. All costs for embankment compaction shall be.included in other bid items involved. Payment will be made for the following bid items when they are included in the Proposal: "Roadway Excavation Including Haul,"Per Cubic Yard "Unsuitable Foundation Excavation Including Haul,"Per Cubic Yard "Gravel Borrow Including Haul,"Per Ton When the Engineer orders excavation below subgrade, unit contract prices for roadway excavation and haul shall apply, unless the work and/or equipment to perform the work differs materially from the excavation above subgrade, then payment will be in accordance with the item "Unsuitable Foundation Excavation Including Haul". 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 cubic yard for "Unsuitable Foundation Excavation Including Haul" shall be full pay for excavating, loading, and disposing of the material. HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc49 r 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,un-it price of.other.units of work. 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. HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPEC S-DRAFT-Stevens\23 a Stevens-City SpecProv-2006-DCv03.doc50 . 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 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 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. HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc51 5-04 ASPHALT CONCRETE PAVEMENT , 5-04.3(7)A Mix Design Item 2 is deleted and replaced with: .1. 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 5-04.5(1)A Price Adjustments for Quality of HMA 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: Table of Price Adjustment Factors Constituent Factor"f" All aggregate passing: 1 11/2", 1 3/", 1/z", 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 HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1 624 SPEC S-DRAFT-Stevens\23 a Stevens-City SpecProv-2006-DCv03.doc52 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. 1. Nonstatistical Evaluation. Each lot of HMA produced under Nonstatisical 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. 2. 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)A 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. HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc53 5-06 TRENCH RESTORATION AND OVERLAY (moved from 8-20.3) New Section Added: CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS Amended April 4, 2005 by Ordinance 5131 SECTION 1 PURPOSE The purpose of this code section is to establish guidelines for the restoration of City streets disturbed_ byinstallatiori of utilities an-d`other�construchon activities: Ariy public or private utilities,general contractors, or others permitted to work in the public right-of-way will adhere to the procedures set forth in this policy. SECTION 2 DEFINITIONS Engineer: The term engineer shall denote the City project manager, inspector and/or plan reviewer, or their designated representative. SECTION 3 HOURS OF OPERATIONS Hours for work within the roadway for asphalt overlays or trench restoration shall be as directed by the Traffic Control Plan requirements and as approved by the Traffic Operations Engineer. SECTION 4 APPLICATION 1. The following standards shall be followed when doing trench or excavation work within the paved portion of any City of Renton right-of-way. 2. Modifications or exemptions to these standards may be authorized by the Planning/Building/Public Works Administrator, or authorized representative,upon written request by the permittee, their contractor or engineer and demonstration of an equivalent alternative. SECTION 5 INSPECTION The Engineer may determine in the field that a full street-width(edge-of-pavement to edge-of- pavement) overlay is required due to changes in the permit conditions such as,but not limited to the following: 1. There has been damage to the existing asphalt surface due to the contractor's equipment. 2. The trench width was increased significantly or the existing pavement is undermined or damaged.. 3. Any other construction related activities that require additional pavement restoration. SECTION 6 CITY OF RENTON STANDARDS 1. All materials and workmanship shall be in accordance with the City of Renton Standard and Supplemental Specifications (current adopted version) except where otherwise noted in these Standards. Materials and workmanship are required to be in conformance with standards for the Standard Specifications for Road,Bridge, and Municipal Construction prepared by the Washington State Chapter of the American Public Works Association (APWA) and the Washington State Department of Transportation(WSDOT) and shall comply with the most current edition, as modified by the City of Renton Supplemental Specifications. An asphalt paver shall be used in accordance with Section 5-04.3(3) of Standard Specifications.A"Layton Box" or equal may be used in place of the power- propelled paver. Rollers shall be used in accordance with Section 5-04.3(4) of the Standard Specifications. "Plate Compactors" and"Jumping Jacks" SHALL NOT be used in lieu of rollers. 2. Trench backfill and resurfacing shall be as shown in the City of Renton Standard Details, unless modified by the City Permit. Surfacing depths shown in the Standard Details are H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind AveA 624 SPECS=DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc54 minimums and may be increased by the Engineer to meet traffic loads or site conditions. SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY,OVERLAY WIDTHS All trench and pavement cuts shall be made by sawcut or by grinding. Sawcuts or grinding shall be a minimum of one foot(1') outside the trench width. The top two inches (2")of asphalt shall be ground down to a minimum distance of one foot(1')beyond the actual outside edges of the trench and shall be replaced with two inches(2") of Class B asphalt,per City of Renton Standards. At the discretion of the engineer, a full street width overlay may be required. Lane-width or a full street-width overlay will be determined based upon the location and length of the proposed trench within the roadway cross-section. Changes infield conditions may warrant implementation of additional overlay requirements. 1. Trenches (Road Crossings): a The minimum width of a transverse patch(road crossing) shall be six and one-half feet(6.5'). See City of Renton Standard Plan Drawing#HR—23 (SP Page: H032A). b Any affected lane will be ground down two inches (2")and paved for the entire width of the lane. c Patch shall be a minimum of one foot(1')beyond the excavation and patch length shall be a minimum of an entire traveled lane. d If the outside of the trenching is within three feet(3')of any adjacent lane line,the entire adjacent traveled lane affected will be repaved e An area including the trench and one foot(1')on each side of the trench but not less than six and one half feet(6.5')total for the entire width of the affected traveled lanes will be ground down to a depth of two inches (2"). A two-inch(2") overlay of Class B asphalt will be applied per City standards. 2. Trenches Running Parallel With the Street: a The minimum width of a longitudinal patch shall be four and one-half feet(4.5'). See City of Renton Standard Plan Drawing #HR-05 (SP Page H032). b If the trenching is within a single traveled lane, an entire lane-width overlay will be required. c If the outside of the trenching is within three feet(3')of any adjacent lane line,the entire adjacent traveled lane affected will be overlaid. d If the trenching is greater than, or equal to 30%of lane per block(660-foot maximum block length), or if the total patches exceed 12 per block,then the lanes affected will be overlaid. Minimum overlay shall include all patches within the block section. e The entire traveled lane width for the length of the trench and an additional ten feet (10')at each end of the trench will be ground down to a depth of two inches (2").A two-inch(2") overlay of Class B will be applied per City standards. 3. Potholing: Potholing shall meet the same requirements as trenching and pavement restoration. Potholing shall be a minimum of one foot(1')beyond the excavation. All affected lanes will be ground down to a depth of two inches(2") and paved not less than six and one half feet(6.5')wide for the entire width of the lane. Potholes greater than five feet(5') in length,width or diameter shall be restored to trench restoration standards. In all cases, potholes shall be repaired per Renton Standard Plan#HR05 (SP Page H032). Restoration requirements utilizing vactor equipment will be determined by the engineer. SECTION 8 PAVEMENT REMOVAL IN LIEU OF GRINDING The contractor in all cases can remove the pavement in the replacement area instead of grinding out the specified two inches (2") of asphalt. Full pavement replacement to meet or exceed the existing pavement depth will be required for the area of pavement removal. H:\File Sys\SWP'-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc55 SECTION 9 TRENCH BACKFILL AND RESTORATION CONSTRUCTION REQUIREMENTS 1. Trench restoration shall be either by a patch or overlay method, as required and indicated on City of Renton Standard Plans#HR-05, HR-23, and HR-22 (SP Pages#H032,H032A, and H033). 2. All trench and pavement cuts, which will not be overlaid,shall be made by sawcut or grinding. Sawcuts shall be a minimum of two feet(2') outside the excavated trench width. 3. All trenching within the top four feet(4') shall be backfilled with crushed surfacing materials conforming to Section 4-04 of the Standard Specifications._Any trenching over,, ... . .... ....... ...". . four feet(4')-in depth may use materials approved by the Engineer or Materials Lab for backfilling below the four-foot(4') depth. If the existing material(or other material) is determined by the Engineer to be suitable for backfill;the contractor may use the native material, except that the top six inches(6") shall be crushed surfacing top course material. The trench shall be compacted to a minimum ninety-five percent(95%) density, as described in Section 2-03 of the Standard'Specifications. In the top six feet (6) of any trench,backfill compaction shall be performed in eight to 12-inch(8-12") lifts. Any trench deeper than six feet(6)may be compacted in 24-inch lifts,up to the top six- foot(6) zone. All compaction shall be performed by mechanical methods. The compaction tests may be performed in maximum four-foot (4') vertical increments. The test results shall be given to the Engineer for review and approval prior to paving. The number and location of tests required shall be determined by the Engineer. 4. Temporary restoration of trenches for overnight use shall be accomplished by using MC mix(cold mix), Asphalt Treated Base(ATB), or steel plates, as approved by the Engineer. ATB used for temporary,restoration may be dumped directly into the trench, bladed out and rolled. After rolling, the trench must be filled flush with asphalt to provide a smooth riding surface. If the temporary restoration does not hold up, the Contractor shall repair the patch within eight hours of being notified of the problem by the City. This requirement applies 24 hours per day, seven days a week. In the event that the City determines to repair the temporary patch,the contractor shall reimburse the City in an amount that is double the City's cost in repairing the patch, with the second half of the reimbursement to represent City overhead and hidden costs. 5. Asphalt Concrete Class E or Class B shall be placed to the compacted depth as required and indicated on City of Renton Standard Plans#HR-05,HR-23, and HR-22 (SP Pages #H032, H032A, and H033)or as directed by the Engineer. The grade of asphalt shall be AR-4000W. The materials shall be made in conformance with Section 9-02.1(4) of the Standard Specifications. 6. Tack coat shall be applied to the existing pavement at edge of saw cuts and shall be emulsified asphalt grade CSS-1, as specified in Section 9-02.1(6) of the Standard Specifications. Tack shall be applied as specified in Section 5-04 of the Standard Specifications. 7. Asphalt Concrete Class E or Class B, shall be placed in accordance with Section 5-04 of the Standard Specifications; except those longitudinal joints between successive layers of asphalt concrete shall be displaced laterally a minimum of twelve inches(12"),unless otherwise approved by the Engineer. Fine and coarse aggregate shall be in accordance with Section 9-03.8 of the Standard Specifications. All street surfaces, walks or driveways within the street trenching areas shall be feathered and shimmed to an extent that provides a smooth-riding connection and expeditious drainage flow for the newly paved surface. Feathering and shimming shall not decrease the minimum vertical curb depth below four inches (4") for storm water flow. The Engineer may require additional grinding to increase the curb depth available for storm water flow in areas that are inadequate. Shimming and feathering, as required by the Engineer, shall be accomplished by raking H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc56 out the oversized aggregates from the Class B mix as appropriate. . Surface smoothness shall be per Section 5-04.3(13) of the Standard Specifications. The paving shall be corrected by removal and repaving of the trench only. Asphalt patch depths will vary based upon the streets being trenched. The actual depths of asphalt and the work to be performed shall be as required and indicated on City of Renton Standard Plans#HR-05,HR-23, and HR-22 (SP Pages#H032,H032A, and H033). Compaction of all lifts of asphalt shall be a minimum ninety-two percent(92%) of density as determined by WSDOT Test Method 705. The number of tests required shall be determined by the Engineer. Testing shall be performed by an independent testing lab with the results being supplied to the Engineer. Testing is not intended to relieve the contractor from any liability for the trench restoration. It is intended to show the inspector, and the City,that the restoration meets these specifications. S. All joints shall be sealed using paving asphalt AR-4000W. 9. When trenching within the unpaved roadway shoulder(s), the shoulder shall be restored to its original condition, or better. 10. The final patch or overlay shall be completed as soon as possible and shall not exceed fifteen(15)working days after first opening the trench. This time frame may be adjusted if delays are due to inclement paving weather or other adverse conditions that may exist. However, delaying of final patch or overlay work is subject to the Engineer's approval. The Engineer may deem it necessary to complete the work within the fifteen(15) working day time frame and not allow any time extension. Should this occur,the Contractor shall perform the necessary work, as directed by the Engineer. 11. A City of Renton temporary Traffic Control Plan(from Renton Transportation Engineering) shall be submitted and approved by the Engineer a minimum of three(3) working days prior to commencement of work. SECTION 10 REMOVAL OF UTILITY LOCATE MARKINGS FROM SIDEWALKS REQUIRED The Permittee will be required to remove utility locate marks on sidewalks only within the Downtown Core Area. The permittee shall remove the utility locate marks within 14 days of job completion. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc57 7-01 DRAINS 7-01.2 Materials The second paragraph of Section 7-01.2 is revised as follows: Drain pipes may be concrete, zinc coated (galvanized) corrugated iron with Asphalt Treatment I, aluminum coated (aluminized) corrugated iron with Asphalt Treatment I, zinc coated (galvanized) steel with Asphalt Treatment 1, corrugated aluminum alloy, polyvinyl chloride (PVC), or corrugated polyethylene(PE) at the option of the Contractor unless the Plans specify the type to be used. 7-01.3._-Construction Requirements Section 7-01.3 is revised as follows: The second paragraph is revised as follows: PVC drain pipe shall be jointed with a bell and spigot joint using a flexible elastomeric seal as described in Section 9-04.8. The bell shall be laid upstream. PE or ABS drain pipe shall be jointed with snap-on, screw-on, or wraparound coupling bands as recommended by the manufacturer of the tubing. The sixth paragraph is revised as follows: PVC underdrain pipe shall be jointed using either the flexible elastomeric seal as described in Section 9-04.8 or solvent cement as described in Section 9-04.9, at the option of the Contractor unless otherwise specified in the Plans. The bell shall be laid upstream. PE or ABS drainage tubing underdrain pipe shall be jointed with snap-on, screw-on, or wraparound coupling bands, as recommended by the manufacturer of the tubing. 7-01.4 Measurement Section 7-01.4 is supplemented adding the following: When the contract does not include "structure excavation Class B" or "Structure excavation Class B including haul" as a pay item all costs associated with these items shall be included in other contract pay items. 7-02 CULVERTS 7-02.2 Materials The second paragraph of Section 7-02.2 is revised and supplemented as follows: Where steel or aluminum are referred to in this Section in regard to a kind of culvert pipe, pipe arch, or end sections, it shall be understood that steel is zinc coated (galvanized) with Asphalt Treatment I or aluminum coated (aluminized) corrugated iron or steel, and aluminum is corrugated aluminum alloy as specified in Sections 9-05.4 and 9-05.5. Where plain or reinforced concrete, steel, or aluminum are referred to in Section 7-02 it shall be understood that reference is also made to PVC. 7-04 STORM SEWERS .7-04.2 Materials The second paragraph of Section 7-04.2 is revised replaced as follows: Where steel or aluminum are referred to in this Section in regard to a kind of storm sewer pipe, it shall be understood that steel is zinc coated(galvanized),Asphalt Treatment I Coated corrugated iron or steel and aluminum is corrugated aluminum alloy as specified in Sections 9-05.4 and 9-05.5. The Contractor shall require pipe suppliers to furnish certificates signed by their authorized representative, stating the specifications to which the materials or products were manufactured. The HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc58 Contractor shall provide 2 copies of these certifications to the Engineer for approval. Certificates showing nonconformance with the Contract shall be sufficient evidence for rejection. Approval of certificates shall be considered only as tentative acceptance of the materials and products, and such action by Engineer will not relieve Contractor of his/her responsibility to perform field tests and to replace or repair faulty materials, equipment, and/or workmanship and Contractor's own expense. 7-04.3(2) Abandon Existing Storm Drain Pipe (New Section) (Project SWP) Where shown on the Plans or designated by the Engineer, existing pipe to be abandoned in place shall be completely filled with controlled density fill (WSDOT 2-09.3[1]E) for the entire length of pipe specified. The ends of each pipe run shall be plugged thoroughly. All pipe ends shall be plugged as specified in Section 7-08.3(4) (Plugging Existing Pipe). Existing pipe adjacent to the ends to be plugged shall be removed, subject to the limits approved by the Engineer,to allow for the plugging and abandonment of the remaining existing pipe. 7-04.4 Measurement The first paragraph of Section 7-04.4 is revised as follows: The length of storm sewer pipe 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 or from the center of catch basin to center of catch basins and similar type structures. 7-04.5 Payment The second and third paragraphs of Section 7-04.5 are revised as follows: The unit contract price per linear foot for storm sewer pipe of the kind and size specified shall be full pay for all work to complete the installation, including adjustment of inverts to manholes. When no bid item "gravel backfill for pipe bedding" is included in the Schedule of Prices, pipe bedding, as shown in the standard plans, shall be considered incidental to the pipe and no additional payment shall be made. Testing of storm sewer pipe, if required by the Engineer, shall be considered incidental to and included in the unit contract prices for other items. Cost of connecting pipe to structures shall be included in the various unit contract prices for storm sewer pipe, and no additional compensation will be allowed. Abandonment and plugging of pipe shall be included in the lump sum contract price for"Removal of Structure and Obstruction". No separate payment will be made. 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. 7-05.3(1) Adjusting Manholes and Catch Basins to Grade Section 7-05.3(1)is replaced with: H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc59 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. 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 BR29, SP Page B074, prior to final acceptance of the work.'_MV finhofes in unimproved areas shall be adjusted.6_6"abovegrade. 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 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 within 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 � t� �' 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 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 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. HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc60 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. 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(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 rechanneled 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 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 7-05.5 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. Coating Material: High Solids Urethane Surfaces: Concrete Surface Preparation: In accordance with SSPC SP-7 (Sweep of brush off blast) Application: Shop/Field The drying time between coats shall not exceed 24 hours in any case System Thickness: 6.0 mils dry film Coatings: Primer: One coat of Wasser MC-Aroshield(2.0 mils DFT) Finish: Two or more coats of Wasser MC-Aroshield(min. 4.0 mils DFT) Color: White 7-05.4 Measurement Section 7-05.4 is revised and supplemented as follows: H:\ ile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc61 I I 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. Adjustment of existing structures and miscellaneous items such as valve boxes shall be measured by "Adjust Existing ," per each, which shall be full pay for,all labor and materials including all concrete for the completed adjustment in accordance with Section 7-05.3(1) and the City of Renton Standard Details. 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. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS 7-08.3(1)C Bedding the Pipe Section 7-08.3(1)C is supplemented by adding the following: Pipe bedding for PVC sewer pipe shall consist of clean, granular pea gravel consistent with section 9- 03.12(3). It shall be placed to a depth of 6" 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 effort. Pipe bedding shall be considered incidental to the pipe and no further compensation shall be made. 7-08.3(2)A Survey 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. The Contractor shall transfer line and grade into the trench where they shall be carried by means of a laser beam using 50 foot minimum intervals for grade staking. Any other procedure shall have the written approval of the Engineer. 7-08.3(2)B Pipe Laying—General Section 7-08.3(2)B is supplemented by adding the following: HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc62 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 pipe line shall be closed with water tight 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 exceeding 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 has 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 7-04.3(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 vitrified clay,plain or reinforced concrete, cast or ductile iron pipe,the existing main shall be core drilled. Connections (unless booted connections have been provided for) to existing concrete manholes shall be core-drilled, and shall have an "O" ring rubber gasket meeting ASTM C-478 in a manhole coupling equal to the Johns-Manville Asbestos-Cement collar, or use a conical type flexible seal equal to Kor-N-Seal. PVC pipe connection shall consist of tee, nipple and couplers as approved by the Engineer. 7-08.3(2)J Placing PVC Pipe Section 7-08.3(2)J is an added new section: HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc63 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. Pea gravel will be used as the bedding material and extend from 6" below the bottom of the pipe to 6" 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. 7-08.4 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 -sha111Se measured by the cubic yard, including haul, as specified in2-'O 9, 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. . 7-09 PIPE AND FITTINGS FOR WATER MAINS 7-09.3(15)A Ductile Iron Pipe The first paragraph of Section 7-09.3(15)A is revised as follows: Long radius (500 feet or more) curves, either horizontal or vertical,may be laid with standard pipe by deflecting the joints. If the pipe is shown curved in the Plans and no special fittings are shown, the Contractor can assume that the curves can be made by deflecting the joints with standard lengths of pipe. If shorter lengths are required, the Plans will indicate maximum lengths that can be used. The amount of deflection at each pipe joint when pipe is laid on a horizontal or vertical curve shall not exceed one half of the manufacturer's printed recommended deflections. 7-09.3(15)B Polyvinyl Chloride(PVC)Pipe(4 inches and Over) Section 7-09.3(15)B is supplemented as follows: Polyvinyl Chloride(PVC)Pipe shall not be used for water mains and appurtenances. 7-09.3(17) Laying Ductile Iron Pipe and Fittings with Polyethylene Encasement The title and text of section 7-09.3(17)has been revised as follows: The Contractor shall lay ductile iron pipe with a polyethylene encasement. Pipe and polyethylene encasement shall be installed in accordance with AWWA C105. The polyethylene encasement shall HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc64 also be installed on all appurtenances, such as pipe laterals, couplings, fittings, and valves, with 8 mil. polyethylene plastic in accordance with Section 4-5 of ANSI 21.5 or AWWA C105. The polyethylene wrap shall be tube type and black color. Any damage that occurs to the wrap shall. be repaired in accordance with ANSUAWWA C105/A21.5-93. Installation of the polyethylene encasement shall be considered incidental to the installation of the pipe and no additional payment shall be allowed. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\2 7-3 63 9 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23 a Stevens-City SpecProv-2006-DCv03.doc65 7-09.3(19)A Connections to Existing Mains Section 7-09.3(19)A is revised and supplemented as follows:. The Contractor may be required to perform the connection during times other than normal working hours. The Contractor shall not operate any valves on the existing system . Water system personnel r will operate all valves on the existing system for the contractor when required. No work shall be performed on the connections unless a representative of the water department is present to inspect the work. -When not stated otherwise in the special provisions or on the plans all connections to existing water mains will be done by City forces as provided below: City Installed connections: 1. Connections to existing piping and tie-ins are indicated on the drawings. The contractor must verify all existing piping, dimensions, and elevations to assure proper fit. 2. Connections to the existing water main shall not be made without first making the necessary arrangements with the Engineer in advance. A two-week advance notice shall be required for each connection which requires a cutting of the existing water mains or a shut-down of the existing water mains. The City reserves the right to re- schedule the connection if the work area is not ready at the scheduled time for the connection. Work shall not be started until all the materials, equipment and labor necessary to properly complete the work are assembled on site. The Contractor shall provide all saw-cutting, removal and disposal of existing surface improvements, excavation, haul and disposal of unsuitable materials, shoring, de-watering, foundation material, at the connection areas before the scheduled time for the connection by the City. The Contractor shall provide all materials necessary to install all connections as indicated on the construction plans, including but not limited to the required fittings, couplings,pipe spools, shackle materials to complete the connections. The Contractor shall provide and install concrete blocking, polywrap the piping at the connections, backfill and surface restoration at the locations shown on the plans for the connections to the existing water mains. The City will cut the existing main and assemble all materials. 7-09.3(21) Concrete Thrust Blocking and Dead-Man Block Section 7-09.3(21) has been supplemented by adding the following: Provide concrete blocking at all hydrants, fittings and horizontal or vertical angle points. Conform to The City of Renton standard details for general blocking, and vertical blocks herein. All fittings to be blocked shall be wrapped with 8-mil polyethylene plastic. Concrete blocking shall be properly formed with plywood or other acceptable forming materials and shall not be poured around joints. The forms shall be stripped prior to backfilling. Joint restraint (shackle rods), where required, shall be installed in accordance with section 7-11.3(15). Provide concrete dead-man blocks at locations shown on the plans. The dead-man block shall include reinforcing steels, shackle rods, installation and removal of formwork. Blocking shall be commercial concrete(hand mixed concrete is not allowed)and poured in place. 7-09.3(23) Hydrostatic Pressure Test Section 7-09.3(23) is supplemented and revised as follows: A hydrant meter and a back flow prevention device will be used when drawing water from the .City system. These may be obtained from the City by completing the required forms and making required HA\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc66 security deposits. There will be a charge for the water used. Before applying the specified test pressure, air shall be expelled completely from the pipe, valves and hydrants. If permanent air vents are not located at all high points, the contractor shall install corporation cocks at such points so that the air can be expelled as the line is filled with water. After all the air has been expelled, the corporation cocks shall be closed and the test pressure applied. At the conclusion of the pressure test, the corporation cocks shall be removed and plugged. i The quantity of water required to restore the pressure shall be accurately determined by either 1) pumping from an open container of suitable size such that accurate volume measurements can be made by the Owner or, 2)by pumping through a positive displacement water meter with a sweep unit pumping through a positive displacement water meter with a sweep unit hand registering 1 gallon per revolution.The meter shall be approved by the Engineer. Acceptability of the test will be determined by two factors, as follows: 1. The quantity of water lost from the main shall not exceed the number of gallons per hour as q Y g p listed in the following table. 2. The loss in pressure shall not exceed 5 psi during the 2 hour test period. All water used to perform hydrostatic pressure shall be charged a usage fee. Allowable leakage per 1000 ft. of pipeline* in GPH Nominal Pipe Diameter in inches PSI 6" 8" 10" 12" 16" 20" 24" 450 0.95 1.27 1.59 1.91 2.55 3.18 3.82 400 0.90 1.20 1.50 1.80 2.40 3.00 3.60 350 0.84 1.12 1.40 1.69 2.25 2.81 3.37 275 0.75 1.00 1.24 1.49 1.99 2.49 2.99 250 0.71 0.95 1.19 1.42 1.90 2.37 2.85 225 0.68 0.90 1.13 1.35 1.80 2.25 2.70 200 0.64 0.85 1.06 1.28 1.70 2.12 2.55. *If the pipeline under test contains sections of various diameters, the allowable leakage will be the sum of the computed leakage for each size. For those diameters or pressures not listed, the formula below shall be used: The quantity of water lost from the main shall not exceed the number of gallons per hour as q Y g P determined by the formula L=NDFP 7400 in which: L= Allowable leakage,gallons/hour N= No.of joints in the length of pipeline tested D= Nominal diameter of the pipe in inches .P= Average test pressure during the leakage test,psi The paragraph stating that"There shall not be an appreciable or abrupt loss in pressure during the 15 minute test ep nod."Is deleted. Section 7-09.3(24)A shall be revised and supplemented as follows: (******) 7-09.3(24)A Flushing and "Poly-pigging" Sections of pipe to be disinfected shall first be poly-pigged to remove any solids or contaminated material that may have become lodged in the pipe. If the main cannot be "poly-pigged", then a tap shall be provided large enough to develop a velocity of at least 2.5 fps in the main. The "Poly-pig" shall be equal to Girard Industries Aqua-Swab-AS, 21b/cu-ft density foam with 90A durometer urethane rubber coating on the rear of the "Poly-pig" only. The "Poly-pig" shall be cylinder shaped with bullet nose or squared end. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc67 The paragraph stating: "Where dry calcium hypochlorite is used for disinfection.of the pipe, flushing shall be done after disinfection."is deleted. Dechlorination of all water used for disinfection shall be accomplished in accordance with the City's standard detail. Water containing chlorine residual in excess of that carried in the existing water . system, shall not be disposed into the storm drainage system or any water way. 7-09.3(24)D .Dry Calcium Hypochlorite Section 7-09.3(24)D has been replaced with: `—- Diy calcium hypochlorite shall noibc placed'in the pipe as laid. 7-09.3(24)K Retention Period Section 7-09.3(24)K has been revised as follows: Treated water shall be retained.in the pipe at least 24 hours but no long than 48 hours. After this period, the chlorine residual at pipe extremities and at other representative points shall be at least 25 mg/1. 7-09.3(24)N Final Flushing and Testing Section 7-09.3(24)N has been revised as follows: Before placing the lines into service, a satisfactory report shall be received from the local or State health department or an approved testing lab on samples collected from representative points in the new system. Samples will be collected and bacteriological tests obtained by the Engineer. Section 7-09.3(25) is a new additional section: 7-09.3(25) Joint Restraint Systems General: Where shown on the plans or in the specifications or required.by the engineer,joint restraint system (shackle rods) shall be used. All joint restraint materials used shall be those manufactured by star national products, 1323 Holly avenue PO box 258, Columbus Ohio 43216; unless an equal alternate is approved in writing by the engineer. Materials: Steel types used shall be: High strength low-alloy steel(cor-ten),ASTM A242, heat-treated, superstar"SST" series. High strength low-alloy steel(cor-ten),ASTM A242, superstar "SS" series. Items.to be galvanized are to meet the following requirements: ASTM A 15 3 for galvanizing iron and steel hardware. ASTM A123 for galvanizing rolled,pressed and forged steel shapes. Joint restrainer system components: Tiebolt: ASTM A242, type 2, zinc plated or hot-dip galvanized. SST 7:5/8" for 2" and 3" mechanical joints, 3/4" for 4" to 12" mechanical joints,ASTM A325, type 3D, except tensile strength of full-body threaded section shall be increased to 40,000 lbs. minimum for 5/8" and 60,000 lbs. minimum for 3/4" by heat treating (quenching and tempering) to manufactures reheat and hardness specifications. SST 753: 3/4" for 14" to 24" mechanical joints. same H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc68 ASTM specification as SST 7. SST 77: 3/4" same as SST 7, except 1" eye for 7/8" rod. same ASTM specification as SST 7. Tienut: heavy hex nut for each tiebolt: SS8: 5/8" and 3/4", ASTM A563, grade C3, or zinc plated. S8: 5/8" and 3/4",ASTM A563, grade A, zinc plated or hot-dip galvanized Tiecoupling: used to extend continuous threaded rods and are provided with a center stop to t aid installation, zinc plated or hot-dip galvanized. SS10: for 5/8" and 3/4" tierods,ASTM A563, grade C3. S10: for 5/8" and 3/4" tierods,ASTM A563,grade A. Tierod: continuous threaded rod for cutting to desired lengths, zinc plated or hot-dip galvanized._S S 12: 5/8"_and 374" diameter, ASTM A242, type 2; ANSI B 1.1. S 12: 5/8" and 3/4" diameter,ASTM A36,A307. Tiewasher: round flat washers, zinc plated or hot-dip galvanized. SS17: ASTM A242, F436. S17:ANSI B18.22.1. Installation: Install the joint restraint system in accordance with the manufactures instructions so all joints are mechanically locked together to prevent joint separation. Tiebolts shall be installed to pull against the mechanical joint body and not the MJ follower. Torque nuts at 75-90 foot pounds for 3/4" nuts. Install tiecouplings with both rods threaded equal distance into tiecouplings. Arrange tierods symmetrically around the pipe. Pipe Diameter Number of 3/4" Tie Rods Required 411........................................2 611........................................2 81f........................................3 1011.......................................4 1211.......................................6 14".......................................8 16".......................................8 1811.......................................8 2011....................................... 10 2411....................................... 14 301f.......................................(16-7/8"rods) 361f.......................................(24-7/8"rods) Where a manufactures mechanical joint valve or fitting is supplied with slots for "T" bolts instead of holes, a flanged valve with a flange by mechanical joint adapter shall be used instead, so as to provide adequate space for locating the tiebolts. Where a continuous run of pipe is required to be restrained, no run of restrained pipe shall be greater than 60 feet in length between fittings. Insert long body solid sleeves as required on longer runs to keep tierod lengths to the 60 foot maximum. Pipe used in continuously restrained runs shall be mechanical joint pipe and tiebolts shall be installed as rod guides at each joint. Where poly wrapping is required all tiebolts, tienuts, tiecouplings, tierods, and tiewashers, shall be galvanized. All disturbed sections will be painted, to the inspector's satisfaction, with koppers bitomastic no. 300-m, or approved equal. Where poly wrapping is not required all tiebolts, tienuts, tiecouplings, tierods and tiewashers may be galvanized as specified in the preceding paragraph or plain and painted in the entirety with koppers bitumastic no. 800-m, or approved equal. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc69 Tiebolts, tienuts,tiecouplings, tierods, and tiewashers shall be considered incidental to installation of the pipe and no additional payment shall be made. 7-09.4 Measurement Section 7-09.4 is revised as follows: Measurement of bank run gravel for trench backfill will be by the cubic yard measured by the calculation of neat lines based on maximum trench width per Section 2-09.4 or by the ton, in accordance with Section 1-09. Measurement for payment of concrete thrust blocking and dead-man blocks will be per cubic-yard when these items are mcluded as separate pay items. If not included as separate pay items in the contract, then thrust blocking and dead-man blocks shall be considered incidental to the installation of the water main and no further compensation shall be made. Measurement for payment for connections to existing water mains will be per each for each connection to existing water main(s) as shown on the plans. 7-09.5 Payment Section 7-09.5 is revised and supplemented as follows: Pipe for Water.Main and Fittings In.Diam.",per lineal foot. The unit contract price per linear foot for each size and kind of " Pipe for Water Main _In. Diam." shall be full pay for all work to complete the installation of the water main including but not limited to trench excavating, bedding, laying and jointing pipe and fittings, backfilling, concrete thrust blocking, installation of polyethylene wrap, cleaning by poly-pigs, vertical crosses for insertion and removal 'of poly-pigs, temporary thrust blocks and blow-off assemblies, testing, .flushing, disinfecting the pipeline, shackle rods, abandoning and capping existing water mains, removing miscellaneous pipes, removing and salvaging existing hydrant assemblies, and other appurtenances to be abandoned as shown on the plans, and cleanup. "Concrete Thrust Blocking and Dead-Man Blocks",per cubic yard. The unit contract price bid for "Concrete Thrust Blocking and Dead-Man Block" Shall be for the complete cost of labor, materials, equipment for the installation of the concrete thrust blocks and dead-man blocks, including but not limited to excavation, dewatering,haul and disposal of unsuitable materials, concrete, reinforcing steel, shackle rods and formwork. If this item is not included in the contract schedule of prices, then thrust blocking and dead-man blocks shall be considered incidental to the installation of the pipe and no further compensation shall be made. "Connection to Existing Water Mains",per each. The unit contract price per each connection to existing water mains shall be for complete compensation for all equipment, labor, materials required for the connections to the existing water mains. Payment for "removal and replacement of unsuitable material" will be considered 'incidental to or calculated under other bid items and no further compensation will be made. "Bank Run Gravel for Trench Backfill", per cubic yard or ton. The unit contract price per cubic yard or ton for"Bank Run Gravel for Trench Backfill" shall be full pay for all work to furnish, place, and compact the material in the trench. Also included in the unit contract price is the disposal of excess and unusable material excavated from the trench. "Foundation Material",per ton or cubic yard. H:\Fi(e Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Steven s\2 3 a Stevens-City SpecProv-2006-DCv03.doc70 Payment at the unit contract price for "foundation material" shall be full compensation for excavating and disposing of the unsuitable material and replacing with the appropriate foundation material per Section 9-30.7B(1). 7-12 VALVES FOR WATER MAINS 7-12.3(1) Installation of Valve Marker Post Section 7-12.3(1)has been revised as follows: Where required, a valve marker,post.shall be furnished.and installed-with each valve.Valve marker. .. posts shall be placed at the edge of the right-of-way opposite the valve and be set with 18 inches of the post exposed above grade. The rest of this section is deleted. Section 7-12.3(2)is a new section: 7-12.3(2) Adjust Existing Valve Box to Grade Valve boxes shall be adjusted to grade in.the same manner as for manholes, as detailed in Section 7- 05.3(1) of the Renton Standards. Valve box adjustments shall include, but not be limited to, the locations shown on the Plans. Existing roadway valve boxes shall be adjusted to conform to final finished grades. The final installation shall be made in accordance with the applicable portions of Section 7-12. In the event that the existing valve box is plugged or blocked with debris, the Contractor shall use whatever means necessary to remove such debris, leaving the valve installation in a fully operable condition. The valve box shall be set to an elevation tolerance of one-fourth inch (1/4") to one-half inch (1/2") below finished grade. 7-12.4 Measurement Section 7-12.4 is supplemented by adding the following: Adjustment of existing valve boxes to grade shall be measured per each, if included as a separate pay item in the Contract; if not a separate pay item but required to complete the work, then value box adjustment shall be considered incidental. Hydrant auxiliary gate valve will be included in the measurement for hydrant assembly and will not be included in this measurement item. 7-12.5 Payment Section 7-12.5 is replaced with the following: "Gate Valve from 4 inch to 10 inch in diameter and Valve Box,"per each. The unit contract price per each for the valve of the specified size, shall be full pay for all labor, equipment and material to furnish and install the valve complete in place on the water main, including trenching,jointing, blocking of valve, painting, disinfecting, hydrostatic testing, cast-iron valve box and extensions as required,.valve nut extensions, adjustment to final grade. "12 inch Gate Valve and Concrete Vault," per each. The unit contract price per each for the 12" gate valve assembly, shall be full pay for all labor, equipment and material to furnish and install the valve complete in place on the water main, including trenching, jointing, blocking of valve, by-pass assembly, cast-iron casting and cover, ladder rung, concrete risers as required, adjustment to final grade. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc71 16 inch.and larger Butterfly Valve and Concrete Vault," per each. The unit contract price per each for the 16" and larger butterfly valve assembly, shall be full pay for all labor, equipment and material to furnish and install the valve complete in place on the water main, including .trenching, jointing, blocking of valve, painting, disinfecting, hydrostatic testing, concrete vault, cast-iron casting and cover, ladder, concrete risers as required, adjustment to final grade. "Blow-off assembly,"per each. The unit contract price per each for each blow-off assembly shall be for all, labor, equipment and material to complete the installation of the assembly per the City of Renton Water Standard Detail, latest revision. "Air-Release/Air-Vacuum Valve Assembly,"per each. The unit contract price per for air-release/air-vacuum valve assembly shall be for all, labor, equipment and material to complete the installation of the assembly including but not limited to, excavating, tapping the main, laying and jointing the pipe and fittings and appurtenances, backfilling, testing, flushing, and disinfection, meter box and cover, at location shown on the plans, and per City of Renton Standard Detail, latest revision. "Adjust Existing Valve Box to Grade(RC),"per each. The contract bid price for "Adjust Existing Valve Box to Grade" above shall be full compensation for all labor, material, tools and equipment necessary to satisfactorily complete the work as defined in the Contract Documents, including all incidental work. If not included as a separate pay item in the Contract,but required to complete other work in the Contract, then adjustment of valve boxes shall be considered incidental to other items of work and no further compensation shall be made. 7-14 HYDRANTS 7-14.3(1) Setting Hydrants Paragraph four and five of Section 7-14.3(1)is,revised and the section is supplemented as follows: After all installation and testing is complete, the exposed portion of the hydrant shall be painted with two field coats.The type and color of paint will be designated by the Engineer. Any hydrant not in service shall be identified by covering with a burlap or plastic bag approved by the Engineer. Hydrants shall be installed in accordance with AWWA specifications C600-93, Sections 3.7 and 3.8.1 and the City of Renton standard details. Hydrant and guard posts shall be painted in accordance with the water standard detail. Upon completion of the project, all fire hydrants shall be painted to The City of Renton specifications and guard posts painted with two coats of preservative paint NO. 43- 655 safety yellow or approved equal. Fire hydrants shall be of such length as to be suitable for installation with connections to 6", 8"AND 10" piping in trenches 3- 1/2 feet deep unless otherwise specified. The hydrant shall be designed for a 4-1/2 foot burial where 12" and larger pipe is shown unless otherwise noted on the plan. Fire hydrant assembly shall include: cast-iron or ductile iron tee(MJ x FL), 6" gate valve (FL x MJ), 6" DI spool (PE x PE), 5-1/4" MVO fire hydrant (MJ connection), 4" x 5" Stortz adapter, cast iron valve box and cover, 3/4" shackle rods and accessories, concrete blocks and two concrete guard posts (only if hydrants are outside right-of-way). Joint restraint(Shackle Rods) shall be installed in accordance with Section 7-11.3(15). H:\Fi.le Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc72 7-14.3(3) Resetting Existing Hydrants Section 7-14.3(3)is supplemented by adding the following: All hydrants shall be rebuilt to the approval of the City (or replaced with a new hydrant). All rubber gaskets shall be replaced with new gaskets of the type required for a new installation of the same type. 7-14.3(4) Moving Existing Hydrants Section 7-14.3(4)is supplemented by adding the following: All hydrants shall be rebuilt to the approval of the City(or replaced with a new hydrant). All rubber gaskets shall be replaced with new gaskets of the type required for a new installation of the same type. 7-14.5 Payment Section 7-14.5 is revised 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: "Hydrant Assembly",per each. The unit contract price per each for"Hydrant Assembly" shall be full pay for all work to furnish and install fire hydrant assemblies, including all costs for auxiliary gate valve, shackles, tie rods, concrete blocks, gravel, and painting and guard posts required for the complete installation of the hydrant assembly as specified. The pipe connecting the hydrant to the main shall be considered incidental and no additional payment shall be made. "Resetting Existing Hydrants",per each. The unit contract price per each for "Resetting Existing Hydrant" shall be full pay for all work to reset the existing hydrant, including rebuilding (or replacement with a new hydrant), shackling, blocking, painting, and guard posts and reconnecting to the main. The new pipe connecting the hydrant to the main shall be considered incidental and no additional payment shall be made. . Guard posts, shown on the plans shall be incidental to the contract. "Moving Existing Hydrants",per each. The unit contract price per each for"Moving Existing Hydrant" shall be full pay for all work to move the existing hydrant, including new tee, rebuilding (or replacement with a new hydrant), shackling, blocking, painting, and guard posts and reconnecting to the main. The new pipe connecting the hydrant to the main shall be considered incidental and no additional payment shall be made . Guard posts, shown on the plans shall be incidental to the contract. 7-15 SERVICE CONECTIONS 7-15.3 Construction Details Section 7-15.3 is supplemented as follows: Pipe materials used to extend or replace existing water service lines shall be copper. Where installation is in existing paved streets, the service lines shall be installed by a trenchless percussion and impact method (hoe-hogging). If the trenchless percussion and impact method fails, regular open trench methods may be used. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc73 i 7-15.5 Payment Section 7-15.5 is revised as follows: Payment will be made in accordance with Section 1-04.1, for the following bid item when it is included in the proposal: "Service Connection In.Diam.",per each. The unit contract price per each for "Service Connection In. Diam." shall be full pay for all work to install the service connection, including but not limited to, excavating or (hoe-hogging), tapping the main, laying and jointing the pipe andTfttmgs.and_appurtenances backfilling,~testing, --.._ _._. _.. _ _ flushing, and disinfection of the service connection. 7-17 SANITARY SEWERS 7-17.2 Materials Section 7-17.2 is replaced with the following: Pipe used for sanitary sewers may be: Rigid Thermoplastic Concrete PVC(Polyvinyl Chloride) Ductile Iron All sanitary sewer pipe shall have flexible gasketed joints unless otherwise specified. It is not intended that materials listed are to be considered equal or generally interchangeable for all applications. The Engineer shall determine from the materials listed those suitable for the project, and shall so specify in the specifications or plans. Materials shall meet the requirements of the following sections. Plain Concrete Storm Sewer Pipe 9-05.7(1) Reinforced Concrete Storm Sewer Pipe 9-05.7(2) Solid Wall PVC Sanitary Sewer Pipe 9-05.12(1) Profile Wall PVC Sanitary Sewer Pipe 9-05.12(2) Ductile Iron Sewer Pipe 9-05.13 All pipe shall be clearly marked with type, class, and thickness. Lettering shall be legible and permanent under normal conditions of handling and storage. 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 enter the existing downstream system, shall be removed by the contractor at his expense, and to the satisfaction of the Engineer. When the first manhole is set, it's outlet shall be plugged until acceptance by the Engineer. 7-17.3(2)H Television Inspection 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 video tapes. Said video tapes are to be in color and compatible with the City's viewing and recording systems. The City system accepts 1/2" wide high density VHS Tapes.The tapes will be run at standard speed SP(15/16 I.P.S.). HA\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc74 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 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: "Plain Conc. Sewer Pipe_In. Diam.",per linear foot. "Cl. Rein£ Conc. Sewer Pipe_In. Diam.",per linear foot. "PVC Sanitary Sewer Pipe In. Diam.",per linear foot. "Ductile Iron Sewer Pipe In.Diam.",per linear foot. The unit contract price per linear foot for sewer pipe of the kind and size specified shall be full pay for furnishing, hauling, and assembling in place the completed installation including all wyes, tees, special fittings, joint materials, bedding material, and adjustment of inverts to manholes for the completion of the installation to the required lines and grades. "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. The unit contract price per cubic yard for "Removal and Replacement of Unsuitable Material" shall 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. HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc75 8-09 RAISED PAVEMENT MARKERS 8-09.5 Payment Section 8-09.5 has been revised as follows: Payment will be made for each of the following bid items that are included in the proposal: "Raised Pavement Marker Type 1",per each. "Raised Pavement Marker Type 2",per each. "Raised Pavement Marker Type 3- In.", per each. "Recessed Pavement Marker" per each. The unit contract price per each for "Raised Pavement Marker Type I", "Raised Pavement Marker. Type 2", and "Raised Pavement Marker Type 3- In." and "Recessed Pavement Marker"shall be full pay for all labor, materials, and equipment necessary for furnishing and installing the markers in accordance with these Specifications including all cost involved with traffic control unless traffic control is listed in the contract as a separate pay item. 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: 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. 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. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc76 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 for constructing the sidewalk to the lines and grades shown, and shall include all costs thereof in the unit contract price per square yard for"Cement Conc. Sidewalk"and the per each contract price for"Curb Ramp, Cement Concrete." 8-17 IMPACT ATTENUATOR SYSTEMS 8-17.5 Payment Section 8-17.5 is supplemented by the following: If no pay item is included for temporary impact attenuators then all costs to provide and install shall be considered a part of the pay item for"Traffic Control." H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc77 i 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL 8-20.2(l) . Equipment List and Drawings Paragraphs four of Section 8-20.2(1) are revised and supplemented with the following: The Contractor shall submit for approval six sets of shop drawings for each of the following types of standards called for on this project: 1. Light standards with or without pre-approved plans. 2. Signal standards with or without pre-approved plans. 3. Combination Signal and lighting standards. 4. Metal Strain Poles. Paragraph five of Section 8-20.2(l) is deleted. Paragraph six of Section 8-20.2(l) is deleted. Section 8-20.2(1)is supplemented as follows: The Contractor also shall submit either on the signal standard shop drawings or attached to the signal standard shop drawings all dimensions to clearly show the specific mast arm mounting height and signal tenon locations for each signal pole to be installed. 820.3M EveavatingandBae MOVED TO SECTION 5-06 Seetior 8 20.3(2)has been supplemented by..,1,1ing the following: CITY OF DENT-ON TRENCH RESTORATION AND STREET OVERLAY REQUIREME Amended Apr'i'l 4,2005 by O-.];,,anee 51 21 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 center line 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 center line 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. HAFile Sys\SWP Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc78 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.* "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. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc79 8-24:3(1) Rock Wall Added SWP-27- Section 8-24.3(1)is supplemented with the following: 8-24.3(1)F Construction Requirements (new section) The rock unloading at the site will be done in such a manner as to segregate the rock by the size ranges indicated in the preceding paragraph. The walls shall be started by excavating a trench,not less than 6 inches or more than one foot in depth below subgrade in excavation sections, or not less than 6 inches or more than one foot in depth below fhe existing ground level iri embankment sections: Areas on-loch the'rockery is to lie placed shall be trimmed and dressed to conform to the elevation or slope indicated. The rock wall construction shall . start as soon as possible upon the completion of the cut or fill section. Rock selection and placement shall be such that there will be no open voids in the exposed face of the wall over 6 inches across in any direction. The rocks shall be placed and keyed together with a minimum of voids. Particular attention shall be given to the placing and keying together of the final course of all. rockeries. The final course shall have a continuous appearance and be placed to minimize erosion of the backfill material. The larger rocks shall be placed at the base of the rockery so that the wall will be stable and have a stable appearance. The rocks shall be carefully placed by mechanical equipment and in a manner such that the longitudinal axis if the rock shall be at right angles or perpendicular to the rockery face. The rocks shall have all inclining faces sloping to the back of the rockery. Each row of rocks will be seated as tightly and evenly as possible on the rock below in such a manner that there will be no movement between the two. After setting a course of rock, all voids between the rocks shall be chinked on the back with quarry rock to eliminate any void sufficient to pass a 2 inch square probe. 8-24.3(1)F.1 Rockery Backfill The wall backfill shall consist of 1-1/2 inch minus crushed rock or gravel conforming to section 9- 03.9(3). This material will be placed to an 8 inch minimum thickness between the entire wall and the cut or fill material. The backfill material will be placed in lifts to an elevation approximately 6 inches below the course of rocks placed. The backfill will be placed after each course of rocks. Any backfill material on the bearing surface of the rock course will be removed before setting the next course. 8-24.3(1)F.2 Drain Pipe A 4 inch diameter perforated pvc pipe shall be placed as a footing drain behind the rockeries as shown. in the standard plans, and connected to the storm drainage system where shown. 8-24.3(1)F.3 Rejection Of Material The inspector will have the authority to reject any defective material and to suspend any work that is being improperly done, subject to the final decision of the engineer. All rejected material will be removed from the construction site and any rejected work shall be repaired or replaced at no additional cost to the Owner. 8-24.3(1)G Measurement Measurement of the finished rock wall for payment will be made from the footing grade to the top of the wall and rounded to the nearest square yard. 8-24.3(1)H Payment Payment will be made under the item"rock retaining wall',per square yard. The unit price per square yard shall be full compensation for the rockery/rock retaining wall in place and shall include all work, materials, and equipment required to complete the installation, including drainage pipe and all other items. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPEC S-DRAFT-Stevens\2 3 a Stevens-City SpecProv-2006-DCv03.doc80 (January 5, 2004) 9-03.8(2) HMA Test Requirements Section 9-03.8(2)is supplemented with the following: ESAL's The number of ESAL's for the design and acceptance of the HMA shall be *** $$1$$ *** million. 9-03.8(7) HMA Tolerances and Adjustments Item l 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: Nonstatistical Commercial Evaluation Evaluation Aggregate,percent passing 1", 3/", '/2", and 3/8"sieves ±6% ±8% U.S.No. 4 sieve ±6% ±8% U.S.No. 8 sieve ±6% U.S.No. 16 sieve ±4% ±6% U.S.No. 30 sieve ±4% ±6% U.S.No. 50 sieve ±4% ±6% U.S.No. 100 sieve ±3% ±5% U.S.No. 200 sieve ±2.0% ±3.0% Asphalt Binder ±0.5% ±0.7% VMA 1.5%below minimum value in 9-03.8(2) VIA min. and max. as listed in 9-03.8(2) Va 2.5%minimum and 5.5%maximum 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 points section, except the tolerance limits for sieves designated as 100%passing will be 99-100. 9-05 DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS 9-05.4 Steel Culvert Pipe and Pipe Arch (RC) Section 9-05.4 is revised as follows: (******) Steel culvert pipe and pipe arch shall meet the requirements of AASHTO M 36, Type I and Type II. Welded seam aluminum coated (aluminized) corrugated steel pipe and pipe arch with metallized coating applied inside and out following welding is acceptable and shall be asphalt treatment coated. 9-05.7(2) Reinforced Concrete Storm Sewer Pipe (RC) Section 9-05.7(2)is replaced by the following: (******) Reinforced Concrete Storm Sewer pipe shall conform to the requirements of ASTM C-76 and shall be Class IV. Cement used in the manufacture of reinforced concrete pipe shall be Type II in conformance with ASTM C150. No admixture shall be used unless otherwise specified. I H:Tile Sys\SWP•Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc81 9-05.7(2)A Basis for Acceptance(RC) Section 9-05.7(2)A is supplemented by the following: All pipe shall be subject to (1) a three-edge-bearing strength (D-load) test in accordance with ASTM C76; and (2) a hydrostatic test of rubber gasket joints in accordance with ASTM C361 or AWWA C302 except test pressure shall be 5 psi. 9-05.7(3) Concrete Storm Sewer Pipe Joints (RC) Section 9-05.7(3)is replaced by the following: - -Joint assembly design shall-be reinforced concrete bell and spigot type incorporating a fully retained single rubber gasket in accordance with ASTM C361 or AWWA C302. Rubber gasket material shall be neoprene. 9-05.7(4) Testing Concrete Storm Sewer Pipe Joints (RC) Section 9-05.7(4)is supplemented by the following: Hydrostatic testing of rubber gasket joints shall be performed in accordance with ASTM C361 or AWWA C302 except test pressure shall be 5 psi. 9-05.9 Steel Spiral Rib Storm Sewer Pipe (RC) Section 9-05.9 is replaced with: The manufacturer of spiral rib storm sewer pipe shall furnish the Engineer a Manufacturer's Certificate of Compliance stating that the materials furnished comply in all respects with these Specifications. The Engineer may require, additional information or tests to be performed by the Contractor at no expense to the State. Unless otherwise specified, spiral rib storm sewer pipe shall be furnished with pipe ends cut perpendicular to the longitudinal axis of the pipe. Pipe ends shall be cut evenly. Spiral rib pipe shall be fabricated either by using a continuous helical lock seam or a continuous helical welded seam paralleling the rib. Steel spiral rib storm sewer pipe shall be manufactured of metallic coated (aluminized or galvanized) corrugated steel and inspected in conformance with Section 9-05.4. The size, coating, and metal shall be as shown in the Plans or in the Specifications. For spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be essentially rectangular and shall be 3/4 inch plus two times the wall thickness (2t) plus or minus 1/8 inch (measured outside to outside) and a minimum of 0.95 inch high (measured as the minimum vertical distance from the outside of pipe wall immediately adjacent to the lockseam or stiffener to the top surface of rib). The maximum spacing of the ribs shall be 11.75 inches center to center(measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be a minimum of 0.10 inch and a maximum of 0.17 inch. If the sheet between adjacent ribs does not contain a lockseam, a stiffener shall be included midway between ribs,having a nominal radius of 0.25 inch and a minimum height of 0.20 inch toward the outside of the pipe. Pipe shall be fabricated with ends that can be effectively jointed with coupling bands. When required, spiral rib or narrow pitch spiral rib pipe shall be bituminous treated or paved. The bituminous treatment for spiral rib pipe shall conform to the requirements of Sections 9-05.4(3) and 9-05.4(4). For narrow pitch spiral rib sewer pipe, the helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be .375 inch+ 1/8 inch wide (measured outside to outside) and a minimum of .4375 inch high (measured as the minimum vertical distance of ribs shall be 4.80 inches center to center(measured normal to the direction of the HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc82 ribs). The radius of bend of the metal at the corners of the ribs shall be 0.0625 inch with an allowable tolerance of+ 10 percent. 9-05.12(3) CPEP Sewer Pipe Section 9-05.12(3)is a new additional section: CPEP - Smooth interior pipe and fittings shall be manufactured from high density polyethylene resin which shall meet or exceed the requirements of Type 111, Category 4 or 5, Grade P33 or P34, Class C per ASTM D1248. In addition, the pipe shall comply with all material and stiffness requirements of AASHTO M294. 9-5.13 Ductile Iron Sewer Pipe Added Project SWP-27 Supplement this section with the following: Ductile iron pipe for storm sewers shall conform to ANSI/AWWA C151/A21.51-91 Standards, except the minimum nominal thickness shall be as follows: 8" = 0.33" (Class 52) 12" = 0.37" (Class 52) Grade of iron shall be 60-42-10. The pipe shall be cement lined and the exterior shall be coated with an asphaltic coating. Each length shall be plainly marked with the manufacturer's identification, year cast, thickness, class of pipe and weight. The pipe shall be furnished with mechanical joint or push-on joint, conforming to ANSI/AWWA C111/A21.11-85 Standards. The pipe manufacturer shall certify in writing that the inspection and all of the specified tests for both pipe and gaskets being supplied under this Contract have been made, and that the results thereof comply with the requirements of the Standard. Joints shall be "made up" in accordance with the manufacturer's recommendations. Standard joint materials, including rubber ring gaskets, shall be furnished with the pipe. Material shall be suitable for the specified pipe sizes. All fittings shall be short-bodied ductile iron cement-mortar-lined, with a minimum rating of 250 psi working pressure, complying with ANSI/AWWA C110 or C153 Standards. The type of joint shall be "Tyton", mechanical joints. 9-05.14 ABS Composite Sewer Pipe Section 9-05.14 is deleted 9-05.17 Aluminum Spiral Rib Storm Sewer Pipe Section 9-05.17 is replaced with: Unless otherwise specified, spiral rib storm sewer pipe shall be furnished with pipe ends cut perpendicular to the longitudinal axis of the pipe. Pipe ends shall be cut evenly. Spiral rib pipe shall be fabricated by using a continuous helical lock seam with a seam gasket. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc83 I For spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be 3/4 inch wide by 3/4 inch deep with a nominal spacing of 7-1/2 inches center to center. Pipe shall be fabricated with ends that can be effectively jointed with coupling bands. For narrow pitch spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be 0.375 inch + 1/8 inch wide (measured outside to outside) and a minimum spacing of ribs shall be 4.80 inches center to center(measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be 0.0625 inch with an allowable tolerance of+ 10 percent. For wide pitch spiral rib storm sewer pipe;helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be 3/4 inch+ 1/8 inch wide (measured outside to outside) and a minimum of 0.95 inch high (measured as the minimum vertical distance from the outside of pipe wall to top surface of the rib). The maximum spacing of ribs shall be 11.75 inches center to center(measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be 0.0625 inch with an allowable tolerance of+ 10 percent. 9-05.19 Corrugated Polyethylene Culvert Pipe (CPEP) Added Project SWP-27 9-05.19(1) Description Corrugated Polyethylene Pipe (CPEP) shall be corrugated high-density polyethylene pipe with smooth internal wall manufactured by Advanced Drainage Systems (ADS), or approved equivalent. 9-05.19(2) Pipe Material and Fabrication CPEP shall be in conformance with the latest version of ASTM F 667 or AASHTO M 294, Type S. 9-05.19(3) Fittings and Gaskets Fittings shall be gasketed PVC fittings. Gaskets shall conform to ASTM F 477. Fittings shall conform to ASTM F 1536 or ASTM D 3212. Fittings shall be manufactured by Nyloplast USA, Inc., or approved equivalent. 9-05.19(4) Installation Pipe and fittings shall be installed per the manufacturer's recommendations. Lubricate gasket and fitting socket with manufacturer-approved lubricant prior to pushing pipe into fitting. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPEC S-DRAFT-Steven s\23a Stevens-City SpecProv-2006-DCv03.doc84 i 9-05.21 High Density Polyethylene Pipe (HDPE) (New Section) Project SWP-27 DRISCOPLEXTm 4000 and DRISCOPLEXTm 4100 High-density Polyethylene Piping 1 General Terms and Conditions 1.1 Scope - This specification covers requirements for DriscoPlexTm 4000 and DriscoPlexTM 4100 PE 3408 high-density polyethylene piping. All work shall be performed in accordance with these specifications. 1.2 Engineered and Approved Plans - Construction shall be performed in accordance with engineered construction plans for the work prepared under the direction of a Professional Engineer. 1.3 Referenced Standards - Where all or part of a Federal, ASTM, ANSI, AWWA, etc., standard specification is incorporated by reference in these Specifications, the reference standard shall be the latest edition and revision. 1.4 Licenses and Permits - A licensed and bonded Contractor shall perform all pipe construction work. The Contractor shall secure all necessary permits before commencing construction. 1.5 Inspections - All work shall be inspected by an Authorized Representative of the Owner who shall have the authority to halt construction if, in his opinion, these specifications or standard construction practices are not being followed. Whenever any portion of these specifications is violated, the Project Engineer or his Authorized Representative, shall, by written notice, order further construction to cease until all deficiencies are corrected. 2 Polyethylene Pipe and Fittings 2.1 Qualifications of Manufacturers - The Manufacturer shall have manufacturing and quality assurance facilities capable of producing and assuring the quality of the pipe and fittings required by these Specifications. The Manufacturer's production facilities shall be open for inspection by the Owner or his Authorized Representative. The Project Engineer shall approve qualified Manufacturers. 2.3 Materials - Black PE materials used for the manufacture of polyethylene pipe and fittings shall be PE 3408 high density polyethylene meeting ASTM D 3350 cell classification 345464C and shall be Listed in the name of the pipe and fitting Manufacturer in PPI (Plastics Pipe Institute) TR-4 with a standard grade HDB rating of 1600 psi at 73°F. Color material, when used, shall be the same except for meeting ASTM D 3350 cell classification 345464E. The material shall be listed and approved for potable water in accordance with NSF Standard 61. When requested on the order, the Manufacturer shall certify that the materials used to manufacture pipe and fittings meet these requirements. 2.4 Interchangeability of Pipe and Fittings - The same Qualified and Approved Manufacturer shall produce polyethylene pipe and fittings. Products such as fittings or flange adapters made by sub-contractors or distributors are prohibited. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc85 i i 2.9 Polyethylene Fittings & Custom Fabrications - Polyethylene fittings and custom fabrications shall be molded or fabricated by the Approved Pipe Manufacturer. All fittings and custom fabrications shall be pressure rated for the same internal pressure rating as the mating pipe. 2.10 Molded Fittings - Molded fittings shall be manufactured and tested in accordance with ASTM D 3261 and shall be so marked. Molded fittings shall be tested in accordance with AWWA C906. 2.11_Fabricated Fittings.--.Fabricated fittings-shall be.made by-heat fusion..joining specially - machined shapes cut from pipe, polyethylene sheet stock or molded fittings. Fabricated fittings shall be rated for internal pressure service at least equal to the full service pressure rating of the mating pipe. Fabricated fittings shall be tested in accordance with AWWA C906. 2.12 Polyethylene Flange Adapters - Flange adapters shall be made with sufficient through- bore length to be clamped in a butt fusion-joining machine without the use of a stub-end holder. The sealing surface of the flange adapter shall be machined with a series of small v- shaped grooves (serrations) to promote gasketless sealing, or restrain the gasket against blowout. 2.13 Back-up Rings & Flange Bolts - Flange adapters shall be fitted with back-up rings that are pressure rated equal to or greater than the mating pipe. The back-up ring bore shall be chamfered or radiused to provide clearance to the flange adapter radius. Flange bolts and nuts shall be Grade 3 or higher. 2.14 MJ Adapters - MJ Adapters 4" thru 16" may be provided with optional Stainless Steel Stiffener upon request. MJ Adapters 14" and above shall be provided with Heavy Duty Back-up Ring Kits. All MJ Adapters 18" and above must be provided with Stainless Steel stiffeners. 3 Joining 3.1 Heat Fusion Joining - Joints between plain end pipes and fittings shall be made by butt fusion. Joints between the main and saddle branch fittings shall be made using saddle fusion. The butt fusion and saddle fusion procedures used shall be procedures that are recommended by the pipe and fitting Manufacturer. The Contractor shall ensure that persons making heat fusion joints have receive training in the Manufacturer's recommended procedure. The Contractor shall maintain records of trained personnel, and shall certify that training was received not more than 12 months before commencing construction. External and internal beads shall not be removed. 3.2 Joining by Other Means - Polyethylene pipe and fittings may be joined together or to other materials by means of(a) flanged connections (flange adapters and back-up rings), (b) mechanical couplings designed for joining polyethylene pipe or for joining polyethylene pipe to another material, (c) MJ Adapters or(d) electrofusion. When joining by other means, the installation instructions of the joining device manufacturer shall be observed. 4 Installation H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc86 4.1 General - When delivered, a receiving inspection shall be performed and any shipping damage shall be reported to the manufacturer within 7 days. Installation shall be in accordance with ASTM D 2774, Manufacturer's recommendations and this specification. All necessary precautions shall be taken to ensure a safe working environment in accordance, with all applicable safety codes and standards. 4.2 Excavation - Trench excavations shall conform to the plans and drawings, as authorized in writing by the Project Engineer or his Approved Representative and in accordance with all applicable codes. The Contractor shall remove excess groundwater. Where necessary, trench walls shall be shored or reinforced, and all necessary precautions shall be taken to ensure a safe working environment. 4.3 Large Diameter Fabricated Fittings - Not more than one plain-end connection of 16" IPS and larger fabricated directional fittings (elbows, tees, etc.) shall be butt fused to the end of a pipe length before placing the assembly into the trench. The remaining fitting connections shall be made in the trench using butt fusion, flange or other connection means in accordance with 3.2. Flange and other mechanical connections shall be assembled, and tightened in accordance with the connection manufacturer's instructions and 4.4. Handling, lifting, moving or lowering a 16" IPS or larger fabricated fitting that is connected to more than one pipe length is prohibited. The installing contractor at his expense shall correct fitting damage caused by such improper handling. 4.4 Mechanical Joint & Flange Installation - Mechanical joint and flange connections shall be installed in accordance with the Manufacturer's recommended procedure. MJ Adapters and flanges shall be centered and aligned to the mating component before assembling and tightening bolts. In no case shall MJ gland or flange bolts be used to draw the connection into alignment. Bolt threads shall be lubricated, and flat washers should be used under the nuts. Bolts shall be evenly tightened according to the tightening pattern and torque step recommendations of the Manufacturer. At least 1 hour after initial assembly, flange connections shall be re-tightened following the tightening pattern and torque step recommendations of the Manufacturer. The final tightening torque shall be as recommended by the Manufacturer. 4.6 Pipe Handling - When lifting with slings, only wide fabric choker slings capable of safely carrying the load shall be used to lift, move, or lower pipe and fittings. Wire rope and chain are prohibited. Slings shall be of sufficient capacity for the load, and shall be inspected before use. Worn or damaged equipment shall not be used. 4.7 Backfilling - Embedment material soil type and particle size shall be in accordance with ASTM D 2774. Embedment shall be placed and compacted to at least 90% Standard- Proctor Density in 6" lifts to at least 6" above the pipe crown. During embedment placement and compaction, care shall be taken to ensure that the haunch areas below the pipe spring- line are completely filled and free of voids. 5 Testing H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc87 5.1 Fusion Quality- The Contractor shall ensure that field set-up and operation of the fusion equipment, and the fusion procedure used by the Contractor's fusion operator while on site. Upon request by the Owner, the Contractor shall verify field fusion quality by making and testing a trial fusion. The trial fusion shall be allowed to cool completely; then test straps shall be cut out and bent strap testing in accordance with ASTM D 2657. If the bent strap test of the trial fusion fails at the joint, the field fusions represented by the trial fusion shall be rejected. The Contractor at his expense shall make all necessary corrections to equipment, set-up, operation and fusion procedure, and shall re-make the rejected fusions. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind AveA 624 SPECS-DRAFT-Steven s\23 a Stevens-City SpecProv-2006-DCv03.doc88 9-08 PAINTS 9-08.8 Manhole Coating System Products Section 9-08.8 is a new section and subsections: 9-08.8(1) Coating Systems Specification A. High Solids Urethane Coating System: Cl Coating Material: High Solids Urethane Surfaces: Concrete Surface In accordance with SSPC Preparation: SP-7 (Sweep or brush off blast) Application: Shop/Field The drying time between coats shall not exceed 24hours in any case System Thickness: 6.0 mils dry film Coatings: Primer: One coat of Wasser MC-Aroshield high solids urethane(2.0 DFT)Finish: Two or more coats of Wasser MC-Aroshield(min. 4.0 DFT) Color: White I IIII I HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc89 9-14 Hydroseed Bid Item (Added Section) Project SWP-27- Description Contractor shall Hydroseed all areas disturbed as a result of the construction activities. Seed (addition) Seed mix for hydroseeding shall be as follows: Meadow Seed Mix % % Purity % Weight Germination Redtop or Oregon Bentgrass 40 92 85 Agrostis alba or Agrostis oregonensis Red Fescue 40 98 90 Festuca rubra White Dutch Clover 20 98 90 Trifolium repens Seed shall be applied at the rate of 120 pounds per acre. Fertilizer (addition) A commercial fertilizer shall be furnished. All fertilizer shall be pre-mixed prior to bringing on the job. Fertilizer shall be 10-20-20 N-K-P slow release rate. Fertilizer shall be applied at the rate of 90 pounds per acre. Mulch and Amendments (addition) Hydroseeded mulch shall be 100% wood fiber mulch manufactured by the defiberating process, from fir, hemlock, or alder. The mulch shall have a minimum of 77% of the total fiber exceeding 3.5 mm in length, and 60% of fibers 8.5mm or longer. Wood fiber mulch shall be uniform in weight with the unit weight displayed clearly on each package. Fiber shall be dyed green in color to provide visual metering of application. Tackifier shall be incorporated into the wood fiber in the drying process Mulch shall be applied at the rate of approx. 1,000-1,500 pounds per acre. Soil Binder or Tacking Agent (addition) HA\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\2 3 a Stevens-City SpecProv-2006-DCv03.doc90 Tackifier shall be primarily composted of guar gum. Tackifier shall be incorporated into the wood fiber in the drying process. Percentage of tackifier shall not be less than 2% or greater than 10%, with the percentage used clearly labeled on the outside of package. Tackifier rates shall be adjusted by adding wood fiber mulch with tackifier and regular wood fiber mulch to provide tackifier rates equivalent to or greater than specified. Submittals Submit seed vendor's certification for required grass seed mixture, indicating percentage by weight, and percentages of purity, germination, and.weed seed.for.each grass species. A. Perform seeding work only after planting and other work affecting ground surface has been completed. B. Restrict all disturbances or other activities in seeded areas until grass is established. Erect signs and barriers as required. C. Provide watering equipment as required. Installation A. Perform seeding work only after planting and other work affecting ground surface has been completed. B. Restrict all disturbances or other activities in seeded areas until grass is established. Erect signs and barriers as required. C. Provide watering equipment as required. D. Limit preparation to areas which will be immediately seeded. E. Loosen topsoil of areas to be seeded to minimum depth of 4 inches. F. Grade area to be seeded. Remove ridges and fill depressions as required to drain. G Seed immediately after preparation of bed. Spring seeding shall occur between April 1 and June 1 and fall seeding shall occur between August 15 and October 31 or at such other times acceptable to the City. H. Seed indicated areas within contract limits and areas adjoining contract limits disturbed as a result of construction operations. I. Perform seeding operations when the soil is dry and when winds do not exceed 5 miles per hour. Warranty Hydroseeding A. Hydroseeded areas will be inspected 1 week after germination to determine if coverage of seeding is acceptable. B. A uniform stand of grass and wildflowers over 90 percent of seeded area shall be obtained by watering and maintaining until final acceptance. Areas which fail to provide a uniform stand of grass shall be reseeded. Areas reseeded will not be accepted until the coverage required herein is obtained. 9-23 CONCRETE CURING MATERIALS AND ADMIXTURES 9-23.9 Fly Ash (RC) Section 9-23.9 is revised as follows: Fly ash shall not be used around water lines. HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc91 9-30 WATER DISTRIBUTION MATERIALS 9-30.1(1) Ductile Iron Pipe (RC) Section 9-30.1(1)is revised as follows: 1. Ductile iron pipe shall be centrifugally cast and meet the requirements of AWWA C151. Ductile iron pipe shall have a cement-mortar lining meeting the requirements of AWWA C104. . All other ductile iron pipe shall be Standard Thickness Class 52 or the thickness class as shown in the Plans. 9-30:3(1) Gate Valves (3inches to 12 inches) Section 9-30.3(1) is replaced with: Valves shall be designed for a minimum water operating pressure of 200 PSI. Gate valves shall be Iowa List 14,Mueller Company No.A2380, Kennedy, or M&H. Approval of valves other than models specified shall be obtained prior to bid opening. All gate valves less than 12" in diameter shall include an 8". x 24" cast iron gate valve box and extensions,-as required. All 12" diameter and larger gate valves shall be installed in a vault. See Water Standard Detail for 12" gate valve assembly vault and 1"bypass installation. Gate valves shall conform to AWWA C500 and shall be iron body, bronze-mounted, double disc with bronze wedging device and O-ring stuffing box. Resilient Seated Gate Valves: Resilient seated gate valves shall be manufactured to meet or exceed the requirements of AWWA Standard C509 latest revisions. All external and internal ferrous metal surfaces of the gate valve shall be coated for corrosion protection with fusion bonded epoxy. The epoxy coating shall be factory applied to all valve parts prior to-valve assembly and,shall meet or exceed the requirements of AWWA Standard C-550 latest revision. Valves shall be provided with two (2) internal O-ring stems seals. The valves shall be equipped with one(1) anti-friction washer. The resilient gate valve shall have rubber sealing surfaces to permit bi-directional flow. The stem shall be independent of the stem nut or integrally cast. Manufacturers of Resilient Seated gate Valves shall provide the City on request that the valve materials meet the City specifications. Valves shall be designed for a minimum water operating pressure of 200 psi. End connections shall be mechanical joints, flanged joints or mechanical by flanged joints as shown on the project plans. Resilient Seated Gate Valves shall be U.S. Metroseal 250, Clow, M&H Style 3067, Mueller Series 2370,Kennedy. Approval of valves other than model specified shall be obtained prior to bid opening. All gate valves less than 12 inches in diameter shall include an 8"x24" cast iron gate valve box and extensions, as required. All 12 inch diameter and larger resilient seated gate valves shall have a 1 inch by-pass assembly and shall be installed in a concrete vault per City of Renton Standard Details, latest revision. 9-30.3(3) Butterfly Valves Section 9-30.3(3) is supplemented by adding the following: Butterfly valves shall be Dresser 450 or Pratt Groundhog. HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc92 9-30.3(5) Valve Marker Posts Section 9-30.3(5)has been deleted and replaced with the following: The valve markers shall be fabricated and installed in conformance with the Standard Drawings. Valve markers shall be carsonite composite utility marker .375"x 6-0" or approved equal with blue label "water." 9-30.3(7) Combination Air Release/Air Vacuum Valves Section 9-30.3(7)has been supplemented as follows: Air and vacuum release valves shall be APCO- Valve and Primer Corp, "Heavy-Duty," combination air release valve, or equal. Installation shall be per the City of Renton Standard Detail, latest revision. Piping and fitting shall be copper or brass. Location of the air release valve as show on the plans is approximate. The installation shall be set at the high point of the line. 9-30.3(8) Tapping Sleeve and Valve Assembly Section 9-30.3(8)is revised as follows: Tapping sleeves shall be cast iron, ductile iron epoxy-coated steel, or other approved material. Section 9-30.3(9) is a new section: 9-30.3(9) Blow-Off Assembly Permanent blow-off assembly shall be #78 Kupferle Foundry Co. or approved equal. Installation of blow-off permanent blow-off assembly shall be per City of Renton Water Standard Detail, latest revision. Pipe and fittings shall be galvanized. Blow-off assembly shall be installed at location(s) shown on the plans. Temporary blow-off assembly on new dead-end water main shall be installed at location shown on the plans. Temporary blow-off assemblies for testing and flushing of the new water mains will not be included under this item and shall be considered incidental to the contract and no additional payment shall be made. 9-30.5 Hydrants Section 9-30.5 is supplemented by adding the following: Fire hydrants shall be Iowa, Corey Type(opening with the pressure) or approved equal conforming to AWWA C-502-85. Approval must be obtained prior to bid opening. Compression type fire hydrants (opening against pressure) shall be Clow Medallion, M&H 929, Mueller Super Centurion 200, conforming to AWWA C-502-85. 9-30.5(1) End Connections (RC) Section 9-30.5(l)is supplemented by adding the following: Hydrants shall be constructed with mechanical joint connection unless otherwise specified in bid proposal description. 9-30.5(2) Hydrant Dimensions Section 9-30.5(2) is replaced with the following: Fire hydrants shall be Corey type (opening with the pressure) or compression type (opening against pressure) conforming to AWWA C-502-85 with a 6 inch mechanical joint inlet and a main valve opening (M.V.O.) of 5 1/4 inches, two 2.1/2 inch hose nozzles with National Standard Threads 7 1/2 H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc93 threads per inch and,one 4 inch pumper nozzles with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads, outside diameter of male tread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4"pentagon operating nut opened by turning counter clockwise(left). The two 2-1/2" hose nozzles shall be fitted with cast iron threaded caps with operating nut of the same design and proportions as the hydrant stem nut. Caps shall be fitted with suitable neoprene gaskets for positive water tightness under test pressures. The 4" pumper nozzle shall be fitted with a Stortz adapter, 4" Seattle Thread x 5" Stortz. Stortz adapter shall be forged and/or extruded 6061-T6 aluminum alloy, hardcoat anodized. Threaded end portion shall have no lugs and 2 set screws 180 degrees apart. Stortz face to be metal no gasket to wea er. ortz cap to ave syri etic moldedrubber gasket, and shall be attached to liydr`aiit adapter with 1/8" coated stainless steel aircraft cable. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants, latest revisions. 9-30.6(3)B Polyethylene Pipe Section 9-30.6(3)B has been modified as follows: Polyethylene pipe shall not be used. 9-30.6(4) Service Fittings Section 9-30.6(4)has been revised as follows: Fittings used for copper tubing shall be compression type with gripper ring. 9-30.6(5) Meter Setters Section 9-30.6(5)has been supplemented as follows: Meter setters shall be installed per the City of Renton Standard Details for water meters, latest revision HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3639 Stevens-Lind Ave\1624 SPECS-DRAFT-Stevens\23a Stevens-City SpecProv-2006-DCv03.doc94 WSDOT AMENDMENTS The WSDOT Amendments are incorporated in their Entirety. The First Page is included as a Reference 1 INTRO.AP1 2 INTRODUCTION 3 The following Amendments and Special Provisions shall be used in conjunction with the 4 2010 Standard Specifications for Road, Bridge, and Municipal Construction. 5 6 AMENDMENTS TO THE STANDARD SPECIFICATIONS 7 8 The following Amendments to the Standard Specifications are made a part of this contract 9 and supersede any conflicting provisions of the Standard Specifications. For informational 10 purposes, the date following each Amendment title indicates the implementation date of the 11 Amendment or the latest date of revision. 13 Each Amendment contains all current revisions to the applicable section of the Standard 14 Specifications and may include references which do not apply to this particular project. 15 16 02.AP1 17 SECTION 1-02, BID PROCEDURES AND CONDITIONS 18 January 4, 2010 19 1-02.7 Bid Deposit 20 In the first paragraph, the third sentence is revised to read: 21 22 For projects scheduled for bid opening in Olympia, the proposal bond may be in hard 23 copy or electronic format via Surety2000.com or Insurevision.com and BidX.com. 24 25 1-02.9 Delivery of Proposal 26 In the first paragraph, the first sentence is revised to read: 27 28 For projects scheduled for bid opening in Olympia, each Proposal shall be sealed and 29 submitted in the envelope provided with it, or electronically via Expedite software and 30 BidX.com at the location and time identified in Section 1-02.12. 31 32 The following new paragraph is inserted after the first paragraph: 33 34 For projects scheduled for bid opening in the Region, each Proposal shall be sealed 35 and submitted in the envelope provided with it, at the location and time identified in 36 Section 1-02.12. The Bidder shall fill in all blanks on this envelope to ensure proper 37 handling and delivery. 38 39 06.AP1 40 SECTION 1-06, CONTROL OF MATERIALS 41 April 5, 2010 42 1-06.1 Approval of Materials Prior to Use 43 This section is supplemented with the following new sub-section: 44 45 1-06.1(4) Fabrication Inspection Expense 46 In the event the Contractor elects to have.items fabricated beyond 300 miles from 47 Seattle,-Washington the Contracting Agency will deduct from payment due the 48 Contractor costs to perform fabrication inspection on the following items: 49 ASSEMBLED AMENDMENTS 1 RENTON SURVEY CONTROL AND MONUMENTS 'I also see i City of Renton Special Provisions Section 1 -11 Renton Surveying Standards I I Ili I I III IIII I li I i '. r Y a lti1 o o CITY OF RENTON SURVEY CONTROL NETWORK Vertical Control 3rd Order, 1st Class North American Vertical Datum 1988 Meters Horizontal Control 2nd Order, 1st Class North American Datum 1983/1991 Meters V Printing January 1995 2nd Printing January 1997 Revised &Reprinted May 2000 TS_SERVER//SYS2\MAPS\83m\control\scn.doc Title 2 May,2000 �. TABLE OF CONTENTS .ia. SECTION I SURVEY CONTROL NETWORK DESCRIPTION.................................. i SURVEYING STANDARDS ............................................................1-11-1 MONUMENT CASE& COVER STANDARD PLAN.......................H031 SECTION II MAPS,DESCRIPTIONS &VALUES Section Index Map............................................................................... Index. Section Township Range Page 13 T23N R4E WM..................................................................F2 14 T23N R4E WM..................................................................F1 24 T23N R4E WM..................................................................G2 25 T23N R4E WM..................................................................H2 36 T23N R4E WM...................................................................I2 5 T22N R5E WM...................................................................J4 6 T22N R5E WM...................................................................J5 3 T24N R5E WM..................................................................D6 4 T23N R5E WM..................................................................D5 5 T23N R5E WM..................................................................D4 7 T23N R5E WM..................................................................E3 8 T23N R5E WM..................................................................E4 9 T23N R5E WM..................................................................E5 10 T23N R5E WM..................................................................E6 11 T23N R5E WM..................................................................E7 14 T23N R5E WM..................................................................F7 15 T23N R5E WM..................................................................F6 16 T23N R5E WM....................................................:.............F5 17 T23N R5E WM..................................................................F4 18 T23N R5E WM..................................................................F3 19 T23N R5E WM..................................................................G3 20 T23N R5E WM..................................................................G4 21 T23N R5E WM..................................................................G5 22 T23N R5E WM..................................................................G6 29 T23N R5E WM..................................................................H4 30 T23N R5E WM..................................................................H3 31 T23N R5E WM....................................................................I3 '32 T23N R5E WM.......................................................:...........I4 29 T24N R5E WM..................................................................B4 31 T24N R5E WM..................................................................C3 32 T24N R5E WM..................................................................C4 TS_SERVER//SYS2\M"S\83m\control\scn.doc Table of Contents 2 May 2000 CITY OF RENTON SURVEY CONTROL NETWORK The City of Renton Survey Control Network is the result of a three year project by the Technical Services Section of the Planning & Technical Services Division of the Planning/Building/Public Works Department and several private surveying firms working for the city. The purpose of this network is to provide an accessible common datum for all public and private projects within the city. Thus facilitating city wide infrastructure management and analysis and assuring compatibility between the various utility systems and system projects. This project started in 1992 with the formation of a Horizontal and Vertical Control Network Committee to prepare a plan for the development and maintenance of a Survey Control Network for the City. The committee members were: Robert Anderson PLS; Bush, Roed&Hitchings, Inc., Carrie Davis; Technical Services Section(Recorder), Abdoul Gafour; Utility Systems Division, Arneta Henninger; Plan Review Section, Development Services Division, Jae Lee; Transportation Systems Division, Robert Mac Onie; Technical Services Section (Chairman), Jon Warren PLS; Dodds Engineers, Inc., Dennis Wegenast; National Geodetic Survey. The committee developed the standards, specifications and phasing for all. ensuing work. All survey work meets the requirements specified by the Federal Geodetic Control Committee in Standards and Specifications for Geodetic Control Networks dated September 1984. The project was split into three phases: 1) monument recovery, 2) horizontal control and 3) vertical control. The monument recovery project was performed by Dodds Engineers, Inc., under the direction of Jon Warren PLS in 1992 and early 1993. This project identified existing Public Land Survey System corner monuments and other monuments (NGS, C&GS, King County, City of Bellevue, major intersections and those located near current and proposed capital improvement projects) important to the development of a survey control network. In most cases, street centerline monuments were selected for both horizontal and vertical control due to stability and maintenance considerations. The second and third phases ran concurrently during 1993 & 1994. The horizontal control phase was executed by Bush, Roed & Hitchings, under the direction of Robert Anderson PLS, using Global Positioning Systems (GPS) technology per the 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. This phase established NAD 1983/1991, Washington State Plane, 2nd Order, 1 st Class, northing and easting values for 122 monuments in and TS_SERVER//SYS2\MAPS\83m\control\scn.doc i 2 May 2000 around the City. Four NAD 1983/1991 National Geodetic Survey (NGS) high precision geodetic network (HPGN) monuments (BROWN, PT B 1962, HAFF and MUD MTN) controlled the GPS survey. All coordinates show are "Washington Coordinate System of 1983/1991,North Zone." The vertical control phase was performed by Triad Associates, under the direction of Brad Freeman PLS, using a Wild NA2000 automatic auto reading level and Star*Lev adjustment software. This phase established NAVD 1988, 3rd Order, 1st Class, elevations on 190 monuments in and around the City with 70 of these being horizontal control monuments as well. The leveling project was divided into seven primary interdependent loops connected at a minimum of two points with common benchmarks. Additional legs were run across the primary loops tying into two benchmarks at both ends. A total of 15 NGS benchmarks were part of the network, four of which were held in the final adjustment (NGS Archive Numbers SY0232, SY0162, SY0163 and SY0617) and provided substantial agreement(less than or equal to 5mm) with 5 others. The City, in 1995, will have reference points set for all Survey Control Network street centerline monuments not currently referenced. Over the next several years monuments in need of upgrade will be reset as part of an ongoing maintenance program or where capital improvement projects would likely disturb them. As an adjunct to the Survey Control Network the city has developed the enclosed Surveying Standards. Al Hebrank of Hebrank & Associates developed the first draft of these standards which were modified to require the use of the Survey Control Network for all public and private development projects within the city and define the responsibilities of the surveyor in the establishment of new monuments and their associated records. The standards have been reviewed by at least ten licensed surveyors for completeness and suitability. The City of Renton and. its urban growth area lie between latitudes 479 25' North to the south and 47° 32' 30 North to the north. In most cases the combined scale factor (elevation and grid scale) throughout this area can be treated.as equal to 1.0000000. Table 1. shows the grid scale factors for each minute of latitude in the Renton area identified above. Please note that the relative accuracy for the grid scale factors is approximately 1 in '60,000 at 470 25' N to the south and 1 in 111,000 at 470 33' N to the north and thus for, most survey work will have no impact on surveys covering less than 1.5 miles. TS_SERVER//SYS2WAPS\83m\control\scn.doc H 2 May-2000 TABLE L . LAMBERT CONFORMAL CONIC PROJECTION TABLE Washington Coordinate System of 1983/1991,North Zone for Renton Tabular. Grid Latitude Radius Difference Scale for V of Lat. Factor 470 25' 5807452.516 30.88355 1.00001659 470 26' 5805599.504 30.88353 1.00001310 470 27' 5803746.492 30.88352 1.00000970 470 28' 5801893.480 30.88351 1.00000638 470 29' 5800040.470 30.88350 1.00000315 470 30' 5798187.460 30.88349 1.00000000 470 31' 5796334.450 30.88349 0.99999693 470 32' 5794481.441 30.88349 0.99999395 470 33' 5792628.431 30.88349 0.99999105 The range of elevation in Renton is between 0 and 200 meters (0 and 656 feet). Table 2 shows the scale factor due to elevation. TABLE 2. SEA LEVEL REDUCTION TABLE Renton Elevation Sea Level Feet Factor Sea Level 1.0000000 500 0.9999761 1000 0.9999522 The worst case relative accuracy for an elevation of 650 feet with an interpolated scale factor of 0.99996893 is approximately 1 in 32,000. When combined with the worst case grid scale factor of 0.99999195 it yields a combined factor of 0.99995998 for a relative accuracy of approximately 1 in 25,000. It should be noted that Washington state uses the US survey foot and the conversion between feet and meters is 3937/1200 or 3.28083333 feet per meter. An analysis of the differences between NGVD 1929 and NAVD 1988 elevations in and around Renton yields a conversion factor of+1.092 meters going from NGVD 1929 to NAVD 1988. The information in this document has been extensively reviewed but there is always the possibility that some particulars of the monument locations, descriptions or values are either misleading or incorrect. If any such errors are found please contact the City of Renton's Mapping Supervisor at -Z69. This document will be updated on an ongoing basis as monuments are upgraded, added or as corrections are made. TS_SERVER//SYS2\MAPS\83m\control\scn.doc 111 2 May 2000 NOTES RISER RING DIMENSIONS APPROXIMATE 1. Dimensions may vary according to manufacturer. A WEIGHTS Y ry 9 is¢Ei 1 tn^ z" 3^ 2. Base to be placed on a well compacted foundation. CASE 60 LBS 3. Monument case to be installed by contractor. COVER 19 LBS 4. See WSDOT Standard Plan A-10.20 for Monument(brass disc)type to place in TOTAL 79 LBS 2"O.D.galvanized pipe. 4 5 8" R. 3 8" DIAM. CONCRETE BASE o ' ° i co •D ,. •. I •' � 1,. DIAM. n .D N ° 3 1/8" R.31/4" R. •D ' D. D' 3 7/8" R. 3 3/4" R. o ' ° SECTION A — — o• , P ° COVER •p D •p • 5 1/4" R. G '•p 4 3 4" R. 1/2" o• v D D • C PLAN VIEW I 1-t" m ACP Class B, or as approved by I - the Engineer. 4" R. 1'-6" R. ° 1" 3 4" 5 314"R. 7 SECTION ° o CASE Iwo o i zx •o , � N CONCRETE BASE \���\ \1 �` •• 10 1/2" DIAM. SAND 9 1/2" DIAM. ISOMETRIC UNDISTURBED SOIL ' _ a GROUT 16" 2"O.D.GALVANIZED /\i, I A STEEL PIPE-NOTE 4 1A3ff J SECTION INSTALLATION 8" DIAM. 9" DIAM. SECTION SECTION OF LETTER RISER RING PUBLIC WORKS MONUMENT CASE STD. PLAN - 113 DEPARTMENT AND COVER MAY 2009 �N'f0 I I 5E 16 T2 4 R N 18 T24N R .. 15 T24N R5E 14 T24N R5E 13 T24N R5E A5..................3.. 23 T24N -?_: K%2�EII' E 19 T24N R5E = '% 5E 21 T24N R5E s 22 T24N R5E .r. ' --.:::->..:... ..............:.: ::y.-�:----.:. 23 T24N R5E 24 T24N R5E .. - B s?::_ --_ ;....... ... : 2 _ _ B5 B6 B-7. B.8 , 26T # :_:>:'"- ; -,-,- R4E: 30 T24N _ q 28 T24N R5E =' 7 T24N R5E 26 T24N R5E 25 T24N R5E _ - S _ N _ _ _ 4 C6 C7 C8 ............. :::_ :::v:::: _ ''` ' < 52- 32 T24 R5 5E R5E 35 T244 R4 =>::z:>= .: 41Yi4 .-_:.:. :::: : 35 T24N R5E 36 T24N R5E 2 T23N NE 1 T23N R4E �.=�---- y ` 23N 5E 4 T23 E 3 R 2 T23N R5E 1 T23tJ R5E ! 4 _ 1 2 E5 7 E 8 F T 3 R4E 12 T23N E 0 T23N 5E 8 RS 9 T23N E 10- N i- ,R5E 12 T23N R5E rl Yy�� UT 6�� 7 F8 14 T23N R E i�Tg3N R E T23N'R5E 16 1 T23N R5E 14 T23N R5E 13 T23N R5E may s ship"° naaw v n SW u Sl / R.,, Y. 4 3 G � 2 N •r 4 3 R4E 1 r23N 5E 20 T23 E 21 T23 22 T23N R5E 23 T23N R5E 24 T23N R5E ISvmaw iwtc i.d a s - Y �� _, o Y H5 6 H7 H8 T2 N R4E 23 R4E 301 r23 5E 29 23N 5E a 8ra23A1 R 5E 26 T23N R5E 25 T23N RS -;_ 1 4 R. S 1 - I 18 I� s to - I ■ 7 35 T23 E 3g T2t R4E 31 T2 R5E 32 T234 5E 33 T23N R 34 T23N 5E 35 T23N 36 T23N R5E. 1 J 2 3 J5 vol J T22N NE 1 T22N NE T22 R5E 5E 4 TeflN R5E 3,T2 R5E i 2 T22N R5E --------------- CITY OF R'ENTON SURVEY CONTROL ~NETWORK MONUMENTS & BENCHMARKS INDEX t"�1258 ' i�t` _ L +,257 E`Jv 0. isi �tl ! 1255 _ --1 L kyu •I i i 929 I 't n +118 _nd '' `L.�' -L 4 1 Q, ( T. i 1188 7 +2 az s Y i ( .. .1. c S1,ce, •y � � €:Ei1 �_ �_ �� � � +2783 'I— t E i 166—"2. +1254 31` �JLI ( �-J€=`'E `` j. ;+� + 2T0 - 57� 929k t �����-7 JJ � ', \921\ 1253 2 3 € +2784 . �. �--- I j Cd�� V.926 + 1"252 y 4+ s H , �1 i i 1 41 i =5 ,.224 v�.'LI I '11624- t_ i `t +2781 590t4 +1287 ;� s ,250 �+ �• t CA i`•�3. R v. ( s i +273 s t+! r n $8+ n• _J 925 t O a f�`1 _ . }26. + i € J337` \ 1 q - _ 26091: 326 6. I _ _ 924 j '_. .. _ 327 cc 8-®r 1 �. 441331 2 c t € ^lam +175} .J 192311 __..........._: ,.. _ ' 4152 t * i 1 28 i i768j-- { -- — �' 1 i� t :cwt i %_, - �--'- •— `.i € ; I .. + `2291 } 1330` lei — 4f (+17�2 73 1 L i ( + - 5,a 9,+ -- -j- r i ,ia 3— - ( r--� ' j � 921 j 3 i -F i Eli F3 - 18 MN M NW 1/4 LEGEND CITY OF RENTON vertical 1111 SURVEY CONTROL NETWORK ® Horizontd & 2222 MONUMENTS & BENCHMARKS ® Horizontal Only " o TECHNICAL SERVICES 3333 ® ® Verticd only • + PLANNINGBW.DING/PUBLIC WORKS � p 02/14/00 A"0"-* Monument ® 450 9w Renton City Limits E3 � ------------- 1:54M 7 T23N R5E SW 1/4 333 I 111850 ri IF j1 m `r. \� y F-� 4' ., 17 22.68 x.058= 13 TMN R4E SE 1/4 LEGEND CITY OF RENTON 1111 ® Horizontal & vertical SURVEY CONTROL NETWORK 2222 MONUMENTS & BENCHMARKS ® Horizontal only TECHNICAL SERVICES 3 3 3 vertical , • • PLANNING/BUILDING/PUBLIC WORKS p 02/14/00 Monument 0 450 900 --- Renton City Limit: F2 i L;;;= 1:54W 13 T23N ME NE 1/4 SECTION 7 T23N R5E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 1333 NW Corner 18 T23N R5E Location: Found a 3 flat brass disc with a punch mark on a concrete post monument down 0.8'in a monument case at the constructed intersection of S 128th Street& 84th Avenue S. Monument: 3 IN BRASS DISC W/PUNCH ON CONC MON, IN CASE, DN 0.8' NORTHING: 55227.028 EASTING: 394935.367 ELEVATION: 118.063 — 1842 NW Corner 7 T23N R5E Location: Found a 3/8"copper plug and a punch on a concrete post monument down 0.6' in a monument case approximately 16'north of the constructed intersection of S 112th Street&84th Avenue S. Monument: 3/8 IN CU PLUG & PUNCH ON CONC MON, IN CASE, DN. 0.6' NORTHING: 56835.210 EASTING: 394972.176 ELEVATION: 29.310 1846 W 1/4 Corner 7 T23N R5E Location: Found a 3/8" copper plug and a punch mark on a 4"x4"concrete post monument down 0.5'in a monument case at the constructed intersection of S 120th Street& 84th Avenue South. Monument: 3/8 IN CU PLUG & PUNCH ON 4 INX4 IN CONC MON, IN CASE, DN. 0.5 NORTHING: 56034.334 EASTING: 394944.174 ELEVATION: 55.885 1896 Location: Found 1" rebar with cap DOWN 17 in a 10' monument case at intersection of Taylor Ave NW and NW 4th St. Monument: 1 IN REBAR WITH CAP DN 171N 10 IN. MON. CASE NORTHING: 55212.103 EASTING: 395512.663 ELEVATION: E3-2 SECTION 7 T23N R5E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 1899 Location: Found a punched 2"brass disk in a 4"x 4"concrete post in a 10"monument case at the intersection of Lind Ave NW and Taylor Ave NW - - - Monument,---2--IN BRASS-DISC-IN 41N-X 4-IN-CONC. POST W/PUNCH MK. IN-MON. -- - - - CASE NORTHING: 55495.849 EASTING: 395359.447 ELEVATION: 1902 Location: Found a 2" brass disk with punch mark in a 4"x 4"concrete post down 0.7' in a 10" monument case approximately 54' south of the intersection of 87th Ave S. and Rainier Ave S. Monument: 2 IN BRASS DISC W/PUNCH MK. IN 4 IN X 4 IN CONC. POST DN. 0.7' IN MON. CASE NORTHING: 56716.029 EASTING: 395309.151 ELEVATION: 1918 Location: Found PK nail in centerline of N 6th St. approximately 250'west of Logan Ave S Monument: PK NAIL NORTHING: 55634.176 EASTING: 396391.323 ELEVATION: E3-3 TRAFFIC CONTROL INFORMATION CITY OF RENTON DEPARTMENT OF PUBLIC WORKS TRANSPORTATION SYSTEMS—TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN CONSTRUCTION COMPANY: APPL. DATE: ADDRESS: PERMIT : PHONE : ( ) E—MAIL ADDRESS: MOB./CEL. CONSTRUCTION SUPERINTENDENT: FAX #: ( ) PROJECT NAME: PROJECT LOCATION: N/E/S/W OF: WORK TIME: APPROVED BY: WORK DATE: APPROVAL DATE: NOTES: 1) WORK ZONE TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2) CALL OIL (USING A LOCAL PHONE) OR 253-852-2121 (USING A CELL PHONE), FIRE, AND POLICE DEPARTMENTS BEFORE ANY CLOSURE WITHIN PUBLIC RIGHT OF WAY. 3) CALL METRO TRANSIT CONTROL CENTER AT (206) 684-2732 AT LEAST TWENTY—FOUR (24) HOURS BEFORE ANY STREET OR LANE CLOSURE AND 30 MINUTES BEFORE THE ACTUAL CLOSURE. 4) THIS PLAN MUST BE SUBMITTED AT LEAST THREE (3) WORKING DAYS PRIOR TO WORK. 5) APPROVED TRAFFIC CONTROL PLAN MUST BE AT THE WORK SITE DURING WORK HOURS. 6) ANY VEHICLE AND/OR EQUIPMENT TO BE USED FOR WORK WITHIN THE CITY RIGHT OF WAY MUST DISPLAY A COMPANY LOGO (ANY LEGALLY ACCEPTABLE SIGN SHOWING A COMPANY NAME, ADDRESS, AND TELEPHONE NUMBER) AT A CONSPICUOUS PLACE ON THE VEHICLE OR EQUIPMENT. COMMENTS: SKETCH I —NORTH— OFFICE COPY T- I have been informed of my responsibilities for traffic control and CONTRACTOR agree to comply with oil traffic regulations of the City of Renton. DEV.SERVICE. INSPECTION K. KITTRICK/P. MILLER/K. GLASBY DEV SERVICE. PLAN REVIEW M.DOISON/A RANMR/d UTAN/R.MOREKO SIGNATURE: DATE: POLICE KENT CURRY/CLARK WILCOX nRE DAVID PARGAS/STA. 011 K\a.M.:a,.,\raAWIPOR.TAT\oPRERATIO\,w\t oIrc DWoti\Trafrc Cme a nwm\kcPf „i.a.y I, representing agree to comply with all traffic regulations of the City of Renton. I shall prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. I shall notify emergency services twenty-four(24)hours before any street or lane closures. .I understand any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services-.may.-result-in-my-receiving-a-citation-for--violation-of R.C.W--:47.36:200 through - - 47.36.220,9A.36.050 Reckless Endangerment,and other applicable State and City codes. I certify I am responsible for the project and the responsible party to be cited for violation of R.C.W. 47.36.200 through 47.36.220 or 9A.36.050 Reckless Endangerment,. and other applicable State and City codes. NAME: WORK ADDRESS: WORK PHONE: WASHINGTON STATE DRIVERS LICENSE NUMBER: CATraffic OperationsUraffic Control Plan\tcpforml.doc _....TYP_SIGNS..&. BARRICADES,_.. USED IN ROADWAY CONSTRUCTION AREAS ROAD ROAD CLOSED ROAD CLOSED ROAD AHEAD 0 CLOSED LOCAL TRAFFIC ONLY THRU TRAFFIC CLOSED 48"X 30" 60"X 30" 60"X 30" LOCAL Blk on Silver(refl.) Blk on Silver(refl.) Blk on Silver(refl.) TRAFFIC ONLY ROAD DETOUR ROAD CONSTRUCTION AHEAD CLOSED AHEAD AHEAD Type III Barricade Type III Barricade Orange on Silver(refl.) =o' 48"X 48" 48"X 48" 48"X 48" Blk on Orange(refl.) Blk on Orange(refl.) Blk on Orange(refs.) FAHEAD LAGGER AHEAD Type II Barricade Type I Barricade 48"X 24" 48"X 24" Orange on Silver(refl.) Orange on Silver(refl.) 48"X 48" Elk on Orange(refl.) Blk on Orange(refl.) Elk on Orange(refl.) �t ROAD END DETOUR .xx CONSTRUCTION CONSTRUCTION . r^' AHEAD n bhh 60"X 24" 48"X 18" Blk on Orange(refl.) Blk on Orange(refl.) 25 Rif LOCAL MPH, DETOUR TRAFFIC at f d,a: ONLY . ..p 24"X 24" 18"Traffic Portable Blk on Orange refl. Vertical Panel 48 X 18" 30"X 36" g ( ) Orange on Silver(refl.) Cone Delineator Blk on Orange(refl.) Blk on Orange(refl.) Orange Orange f _ NOTES LONGITUDINAL BUFFER SPACE B 1. A Protective Vehicle is recommended regardless If a Truck Mounted Attenuator POSTED SPEED(MPM 125 130 1.35 1 40 145 150 166 80 85 (TMA)Is avallabie;a.work vehicle may be used. When no TMA Is used,the m LENGTH B(FEET) 1156 12DO 1.250 1305 1300 1 425 495 1570 1 845 Protective Vehicle shell be strategically located t0 shield Workers,With no spedfic Roll Aheed distance. 2. Night work requires'additional roadway lighting at flagging stations. See BUFFER DATA WSDOT Standard$peclAcations for additional details. ENO G20-1A TYPICAL PROTECTIVE VEHICLE WITH TMA(BEE NOTE 1) ROAp lyga( 3., Extend Channellzlnp Device taper across shoulder-recommended. OR VEHICLE TYPE LOADED WEIGHT i DOWNSTREAM TAPER 4. Sign sequence Is the same for both directions of travel on the roadway. TO SHOW END OF WORK 4 YARD DUMP TRUCK MINIMUM WEIGHT 18,000 LBS. i AREA^SEE NOTE 6 MAXIMUM WEIGHT SHALL BE 9' SERVICE TRUCK ( 5. ChenneltrJnp DeWce spacing for the downstream leper option shell be 20'O.C. ` IN ACCORDANCE WITH MANU- \\ FLAT BED,ETC. FACTURER RECOMMENDATION) 8. For signs size refer to Manuel on Uniform Traffic Control Devices(MUTCD) - O ROLL AHEAD STOPPING DISTANCE•30 FEET MIN. and WSDOT Sipn Fabrication Manual M55-05. p c (DRY PAVEMENT ASSUMED) J� p 4 ° SION SPACING - X (1) RURAL HIGHWAYS j 60 165 MPH SW t i Y - RURAL ROADS `, 45/56 MPH SW*- 02D-2A `L(• RURAL ROADS d URBAN ARTERIALS 35140 MPH 3w:k R ° 9 - RESIDENTIAL ROADS,BU NESS DISTRICTS 26/90 MPH 2rID't t� ��WORK URBAN STREETS 25 MPH OR LESS 100't(2) ALL SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATED OTHERWISE (1)ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS,AND DRIVEWAYS. W20.78^OPTIONAL IF POSTED. (2)THIS SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT BE SPEED 40 MPH OR LESS ROADWAY CONDITIONS. + g PREPARED + TO STOP FOR LOCAL AGENCY USE ONLY vY2a�A wzo 4 NOT FOR USE ON STATE ROUTES ONE LANE ROAD 5 ' t� 'P AHEAD ROAD 0.1 Opp�OT�11. t� W2 ¢. o + BE 4 + WORK P PREPARED AHEAD cam W20-TS-OPTIONAL IF POSTED + SPEED 40 MPH OR LESS 9, _ BOA ,v8 25335 ONE LANE otsTBA �2 P ROAD �S�ONAL ��yG AHEAD 8 ROAD W20-4 E1(PIFES AUGUST 9.2007 YS �a WORK LANE CLOSURE AHEAD W20-1 LEGEND WITH FLAGGER CONTROL f FLAGGING STATION SHEET PLAN K-20.40-00 SHEET 1 OF 1 SHEET N SIGN LOCATION . APPROVED FOR PUBLICATION �� Ken L.Sm/th 02-1 5-07 e e ® CHANNEU23NO DEVICES PROTECTIVE VEHICLE^RECOMMENDED i Rare oagx aqua are TW d*,M'"'D"wh mr 07,wwpwlorw NOTES = LONGITUDINAL BUFFER SPACE ■ 8 MINIMUM TAPER LENGTH ■ L (FEET) SIGN SPACING ■ X (1) 1 I.;A Protective Vehicle Is recommended regardless if a Truck Z POSTED SPEED(MPH) 25 30 135 140 1,45 1 So 55 60 LANE WIDTH POSTED SPEED(MPH) RURAL HIGHWAYS 60165 MPH SOP I Mounted Attenualor IT"Is available;B work vehicle may m LENGTH B(FEET) 11%1200 12BO 130 1360 1 426 1401570 (FFEU 26 1 30 1 36 1 40 1 45 1 60 1 56 1 W GS 1 70 RURAL ROADS 46136 MPH SOP A be used. When no TMA Is used,the Protective Vehicle shell be strategically located to shield workers,with no 10 105 150 205 270 460 600 660 - - - RURAL ROADS s URBAN ARTERUUS 35 140 MPH 350' I specific Roll-Ahead Stopping Distance. 11 116 166 226 284 436 650 606 860 - RURAL ROADS,URBAN ARTERIALS, / MPH 20P t(2) f BUFFER DATA 12 125 180 245 32p 540 6W 880 720. Teo Sop RESIDENTIAL a BUSINESS DISTRICTS 2, Extend device leper(LId)eCIDaB shoulder-recommended. URBAN STREETS 26 MPH OR LESS 1W 3(2) TYPICAL PROTECTIVE VEHICLE WrIH T1W1(SEE NOTE 1) ALL SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATED OTHERWISE 3.,Portable Changeable Message Sign(PCMS) o VEHICLE TYPE LOADEDWYEpM CHANNELIZING DEVICE SPACING �-recommended. TRUCK MINIMUM WEIGHT 16,000 LBS. ED (1)ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE 4 YARD DUMP TR SERVICE TRUCK (MAXIMUM WEIGHT SHALL s. POST SPEED IN TAPER IN TANGENT AT.GRADE INTERSECTIONS,AND DRIVEWAYS. 4.I Traffic Safety Drums for all tapers On high speed roadway (MPH) (FEET] (FEET) l-recommended. IN ACCORDANCE HASH MANU- ET FLAT BED, C. (2)THIS SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT FACTURER RECOMMENDATION) 50/70 40 a0 ROADWAY CONDITIONS. 5.j Transverse Devices In Closed lane every IOW i O ROLLAHFJLD STOPPING DISTANCE-90 FEET MIN. 35145 30 so j-recommended. (DRYPAVEMENTASSUMED) 26190 TO 40 - i S.j Chenneltzing Device spacing for the downstream taper option shell be 20'O.C. V620-511 7.j Use advanced notice for any overwidth loads prior to lane RIONT URN 1 closure for altenative routes It applicable-recommended. CLOSED W4-2L IINEAO W2D-1 S. For signs size rotor to Menu al on Uniform Traffic Control -COMPLIANCE DATE 12/23/13 ROAD M55-05. vice (MUTCD)and WSDOT Sign Fabrication Manuel Exo O202AOR WORK ROAD DOWNSTREAM TAPER TO SHOW ; AHEAD END OF WORK AREA-SEE NOOTTEE 8 1W (A) B L X X X YSEE NOTE 2 SEE NOTE 5 LC n , o a ° e ° FOR LOCAL AGENCY USE ONLY NOT FOR USE ON STATE ROUTES W5-1 b q 1:4 Zwog�� 01 VASy� ROAD a 9jK� 5 NARROWS Po 25335 0 orb 6A i .off�BGIST% ONAL Q�G i� LEGEND - [-EXPIRES AUGUST 9,2007 H LATERAL BUFFER-,V TEMPORARY LANE-17MIN. WORK AREA q SIGN LOCATION SINGLE LANE CLOSURE ® o m CH/WNELMNC DEVICES WITH ENCROACHMENT EXISTING EXISTING LANE EXISTING LANE EXISTING PROTECTNE VEHICLE-RECOMMENDED SHOULDER z' SHOULDER ® STANDARD PLAN K-24.20-00 pq pry PCMS PORTABLE CHANGEABLE MESSAGE SIGN SHEET 1 OF 1 SHEET f /`1 f■1 A DD> _ARROW PANEL APPROVED FOR PUBLICATION v EXSTNG EDGE STRIPE Kan L Smith 02-1 5-07 C EXISTING LANE STRIPE ^ATE OEEgE EMOE®1 wn T wit. stiE.o.P.n..w.TT�.p.no6.� SECTION OA A TEMPORARY TRAFFIC CONTROL DEVICE -„ I I ICI O TO i uj F Lind Ave: looking VII toward ROW Page 1 N rLy DUMPING ��ik^�'1 +r�.s>;•:�e a4''@. yr� -�r�^�.A ..r, �yx' '4�+0,,Y'1 a.A,�;.F n'`t'�. !..�,`� .�,p„,�, � ...� .t.'Ye 'ry,�,R ry y ly y. > � zN 4 V t � .. ♦� . .nt '� ;3iS� �•. Lind Ave: looking N toward Taylor Mom ,u ,F o,c . ,� `may �+�•„;f iii ��� 3`r•�» 4� °� ��Y F�j� �r �.n�'"-ems,. .. � # �` `1�t 1 ✓ A 3���� id^��j•SAP �,�'�'*. Y`.0 n' +��,�./�1 y ,3y ut � r - 's��.`��F4��Cr•X.�f' � �rf �'�,,.9 p a a .., o .'a .. 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' f �r '� �. .W„ +H ,,ri''p" Pp ea,x " z t •� x `.�i. rd. _ ,7�r 'a`�t +Lr Ys 1� .� "''Ja� '�b�FH��9 -Y � � a� �• A�`�''`, u '3 a" * ..�J � Y f+rF�+ � ''� '� �,�",•' its'k�'^„,� i1's .� 7> ' '�r!t9`�-; ' .t `� o r, :[ 3 f1x • A aCr "'..�'' sI'ai 4&, i rt ♦ . .t s` t _ � f f'r' ��<�.s.a.r"i�°�i� .C.rs�j �f.� �a. �1'�'"�S:d►.!. *. �'• to _ Y STANDARD DETAILS i Q 5'MAX. DRAINAGE GRATE TRIM - GRATEFRAME z a4 a d o � p SEDIMENT AND DEBRIS a OVERFLOW BYPASS o BELOW INLET GRATE DEVICE o FILTERED - .. _ WATER Q - Q SECTION VIEW - DRAINAGE GRATE -RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM(TYP.) x'c BELOW INLET GRATE DEVICE OVERFLOW BYPASS(TYP.) _ ISOMETRIC VIEW NOTES 1. Size the Below Inlet Grate Device(BIGD)for the storm water structure it will service. 2. The BIGD shall have a built-In high-flow relief system(overflow bypass). 3. The retrieval system must allow removal of the BIGD without spilling the collected material. 4. Perform maintenance in accordance with Standard Specification 8-01.3(15). ti�Y o - 216.30 + + PUBLIC WORKS CATCH BASIN FILTER STD. PLAN DEPARTMENT MARCH 2008 3 JOINTS IN FILTER FABRIC SHALL BE SPLICED N Y AT POSTS.USE STAPLES,WIRE RINGS,OR ' EQUIVALENT TO ATTACH FABRIC TO POSTS. 2"x2"BY 14 Ga.WIRE OR m EQUIVALENT,IF STANDARD 3 STRENGTH FABRIC USED - o i FILTER FABRIC N — - - - - - - - _— _ —=III=III= _ IIITIIi== III III III„EIIE III III 1II: 11111=111=111-1111=111-1111=1111=III-1111=III -I 111„ —III=III—III=III— 6'MAX. MINIMUM 4"x4"TRENCH u / BACKFILL TRENCH WITH POST SPACING MAY BE INCREASED NATIVE SOIL TO B'IF WIRE BACKING IS USED 2"x4"WOOD POSTS,STEEL FENCE POSTS,REBAR,OR EQUIVALENT NOTES 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS,NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW.A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. ADS(ASTM 04751) 30-100 SIEVE SIZE(0.600.15MM)FOR''LT FILM 50-100 SIEVE SIZE(0.30-0.15MM FOROTHER FABRICS WATER PERMITTIVITY ASTM D491 0.02 SEC^-1 MINIMUM GRAB TENSILE STRENCHT(ASTM 04632) 180 LBS.MIN.FOR EXTRA STRENGH FABRIC 100 LBS.MIN.FOR STANDARD STRENGHT FABRIC GRAB TENSILE ELONGATION(ASTM D4632)30%MAX. ULTRAVIOLATE RESISTANCE(ASTM D4355) 70%MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE.WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED,THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED,THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE,THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE.IF THIS OCCURS,REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC(GEOTEXTILE)HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN,IT SHALL BE REPLACED. ��Y o * PUBLIC WORKS SILT FENCE STD. PLAN - 214.00 DEPARTMENT �NTp$ MARCH 2008 j N Y Z - DRIVEWAYS SHALL BE PAVED TO THE EDGE O OF R-O-W PRIOR TO INSTALLATION OF THE DAMAGING OF AVOID THE ROADWAY IT IS RECOMMENDED THAT THE _ R=25'MIN. ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 00, INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT,AS PER CITY ROAD STANDARDS 4"-6"QUARRY SPALLS GEOTEXTILE 15 12"MIN.THICKNESS PROVIDE FULL WIDTH OF NOTES - INGRESS/EGRESS AREA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TENSILE STREBNGTH(ASTM D4751) 200 PSI MIN. GRAB TENSILE ELONGATION(ASTM D4632) 301%MAX. MULLEN BURSTSTRENGTH ASTM D3786-80A 400 PSI MIN. AIDS(ASTM D4751) 20-45(U.S.STANDARD SIEVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL(WOOD BASED MULCH)MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AIRES THAT WILL BOT BE USED FOR PERMANENT ROADS.HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS.THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE,THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM,COMPACTED SUBGRADE.THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 31. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT,THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED.THIS MAY INCLUDE STREET SWEEPING,AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE,OR THE INSTALLATION OF THE WHEEL WASH.IF WASHING IS USED,IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK,AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING.THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE.THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY.IF IT NECESSARY TO WASH THE STREETS,A SMALL SUMP MUST BE CONDUCTED.THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S),FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. Y PUBLIC WORKS STABILIZED STD. PLAN - 215.10 DEPARTMENT CONSTRUCTION ENTRANCE �N f0 MARCH 2008 QZ K U O U CATCH BASIN FRAME AND VANED GRATE(DETAIL 204.00) i m 3 HANDHOLD o N � ? RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION w GROUT,TYPICAL(SEE NOTE 5) - z z z FLAT SLAB TOP uu z 0 LL 48'1 54"1 60",72',84'OR 96" - MORTAR(TYP.) 0 to STEPS R LADDER 0 Z MORTAR FILLET• `v REINFORCING STEEL(TYP.) \ N N 72• GRAVEL BACKFILL FOR s PIPE ZONE BEDDING T I 6' 6' I SEPARATE BASE TE• IN ERAL A G 8 SE CAST-IN-PLACE PRECAST WITH RISER "0"RING 12' GRAVEL BACKFILL FOR 6= PIPE ZONE BEDDING J— SEPARATE BASE CATCH BASIN DIMENSIONS PRECAST CATCH I MAXIMUM MINIMUM BASE REINFORCING STEEL WALL BASE DISTANCE in2/ft.IN EACH DIRECTION BASIN THICKNESS THICKNESS KNOCKOUT BETWEEN DIAMETER SIZE KNOCKOUTS SEPARATE BASE INTEGRAL BASE 48" 4" 6" 36" 8" 0.23 0.15 54" 4.5" 8" 42" 8" 0.19 0.19 gp" 5" 8" 1 48" 1 8" 0.25 0.25 72" 6" 8" 60" 12" 0.35 0.24 84" 8" 12" 72" 12 0.39 0.29 96" 8" 12" 84" 12" 0.39 0.29 - NOTES PIPE ALLOWANCES 1• No steps are required when height is 4'Or less. CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER 2 BASIN ALL SOLID PROFILE The bottom of the.precast catch basin may be sloped to facilitate cleaning. DIAMETER CONCRETE METAL CPSSP WALL WALL 3. Q PVC D PVC 3Q The rectangular frame and grate must be installed with the flange down. 48" 24" 30" 24" 27" 30" 4, The frame may be cast into the adjustment section. 54" .30" 36" 30" 27" 36" Knockouts shall have a wall thickness of 2"minimum to 2.5"maximum. Provide 60" 36" 42" 36" 36" 42" a 1.5"minimum gap between the knockout wall and the outside of the pipe. After 72" 42" 54" 42" 36" 48" 5. the pipe is installed,fill the gap with joint mortar in accordance with Standard 84" 54" 60" 54" 36" 48" Specification 9-04.3. 96" 60" 72" 60" 1 36" 1 48" All grade rings,risers,and castings shall be set in mortar in accordance with Q Corrugated Polyethylene Storm Sewer Pipe(Std.Spec.9-05.20) Standard Specification 9-04.3. Q(std.Spec.9-05.12(1)) Q(Std.Spec.9-05.12(2)) �j PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN — 201.00 DEPARTMENT gNZp$ MARCH 2008 Y Q m PIPE ALLOWANCES z 3 o MAXIMUM PIPE MATERIAL INSIDE FRAME AND VANED GRATE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15" 2A.. _. CPSSP* ...... .... ......... .--- -.. .. . ..12"_ ' �� (STD:SPEC.9-05.20)-" S' SOLID WALL PVC 6 (STD.SPEC.9-05.12(1)) 15" PROFILE WALL PVC 15" 6"OR 12" (STD.SPEC.9-05.12(2)) *CORRUGATED POLYETHYLENE STORM SEWER PIPE ONE#3 BAR HOOP FOR 6"HEIGHT TWO#3 BAR HOOPS FOR 12"HEIGHT RECTANGULAR ADJUSTMENT SECTION 15��NO tior�sJ NOTES �yQ\ 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION,fibers(placed according to the Standard Specifications),or a wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION'. Wire mesh shall not be placed.in the knockouts. t #3 BAR EACH CORNER i 2. The knockout diameter shall not be greater than 20". Knockouts shall have a wall thickness of 2"minimum to 2.5"maximum. Provide a 1.5" N minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed,fill the gap with joint mortar in accordance #3 BAR EACH SIDE with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. #3 BAR EACH WAY 4. The frame and grate must be installed with the flange down. PRECAST BASE SECTION 5. The Precast Base Section may have a rounded floor,and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance with Standard Specification 9-04.3. #3 BAR EACH CORNER 18"MIN. #3 BAR HOOP SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION Y PUBLIC WORKS CATCH BASIN TYPE 1 STD. PLAN - 200.00 DEPARTMENT ct'N.�O MARCH 2008 N K Qm K O FRAME AND VANED GRATE PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER p 2p" REINFORCED OR 1 PLAIN CONCRETE 12 S+ ALL METAL PIPE 15" 5 CPSSP* 12" (STD.SPEC.9-05.20) 6"OR 12" SOLID WALL PVC 15" (STD.SPEC.9-05.12(1)) PROFILE WALL PVC 15" ONE#3 BAR HOOP FOR 6"HEIGHT (STD.SPEC.9-05.12(2)) TWO#3 BAR HOOPS FOR 12"HEIGHT *CORRUGATED POLYETHYLENE STORM SEWER PIPE RECTANGULAR ADJUSTMENT SECTION 16,��51 /SFF 22, CC�e` �\N A NOTES #3 BAR EACH CORNER N 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION,fibers(placed according to the Standard Specifications),or #3 BAR EACH SIDE wire mesh having a minimum area of 0.12 square inches per foot shall r TOP AND BOTTOM be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the ONE#3 BAR knockouts. ACROSS BOTTOM 2. The knockout diameter shall not be greater than 18". Knockouts shall PRECAST BASE SECTION have a wall thickness of 2"minimum to 2.5"maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed,fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate may be installed with the flange up or down. The frame may be cast into the adjustment section. 5. The Precast Base Section may have a rounded floor,and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. #3 BAR EACH CORNER 7. All pickup holes shall be grouted full after the inlet has been placed. 18"MIN. #3 BAR HOOP SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION STD. PLAN — 200.30 n� + PUBLIC WORKS CONCRETE INLET �—RO$ DEPARTMENT FN�O MARCH 2008 i N ' y I 6 m QZ K O FRAME AND VANED GRATE SEE NOTE 4 CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION. JADJUSTMENT SECTION BASE SECTION NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRATE UNTIL THE FINAL ELEVATION OF THE PAVEMENT,GUTTER,DITCH,OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED,AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT OR GRATING IN PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. MORTAR SHALL BE PLACED.BETWEEN ADJUSTMENT RINGS AND BRICKS.PRIOR TO PLACEMENT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR%Z BOND. - PUBLIC WORKS CATCH BASIN INSTALLATION STD. PLAN 202.00 DEPARTMENT ��NT�$ MARCH ,2008 29 1/4" 3 N Y K Z i 0 BOLT-DOWN HOLE(TYP.) -5/8"-11 NC,SEE DETAIL&NOTE 2 - DOin A TOP NOTES 1- This frame is designed to accommodate 20"x 24"grates or covers 2. Provide two holes in the frame that are vertically aligned with t he grate or cover slots. Tap each hole to accept 241/4" a 5/8"-11 NC x 2"allen head cap screw. B Location of bolt down holes varies among different manufacturers. 3.Refer to Standard Specification 9-05.15(2)for additional requirements. SECTION O RECESSED ALLEN HEAD CAP SCREW 5/8"-11 NCx2" 3/4" GRATE ISOMETRIC VIEW N 'p R 1 5/8" FRAME aD N O M SECTION BOLT-DOWN DETAIL DETAIL O SEE NOTE PUBLIC. WORKS RECTANGULAR FRAME STD. PLAN - 204.00 DEPARTMENT MARCH 2008 Y G�MOIL m . fl \�AND NOTE jDETA1L 3 5" 0 5" A � 20 m 5„ J � 3 � o ❑UTFALL TO STREAM DUMP NO POLLUTANTS - B TOP SECTION O t 24" 7 OR 8 EQUAL SPACES _DIRECTION OF FLOW . T_ SECTION O -A I L 1/2 3/4" 1 1/4" 5/8' BOLT-DOWN SLOT DETAIL SEE NOTE 1 NOTES �• Provide two slots in the grate that are vertically aligned with the holes in the frame.Location of bolt-down slots varies among different manufacturers. ISOMETRIC 2.Refer to Standard Specification 9-05.15(2)for additional requirements. 3. Unless otherwise specified,vaned grates shall be used with standard frame in the travel way,gutter or shoulder.vaned grates shall not be located within crossroads.Use vaned grates along rolled curbs. { PUBLIC WORKS RECTANGULAR STD. PLAN - 204.20 DEPARTMENT VANED GRATE MARCH 2008 �1V1O$ y 24• Y K Q f m Q2 K O 4 D m - SLOT-SEE DETAIL of AND NOTE 1 Of a Q O 1"OPENING TYP.) LLI U) W Q Z Z O LL ❑UTFALL T❑ STREAM (DUMP NO POLLU NT TA TOP 3/8"(9mm)RECESSED LETTERING NOTES 1- Provide two slots in the grate that are vertically aligned with the holes in the frame. Location of bolt-down slots varies among different manufacturers. 2. Refer to Standard Specification 9-05.15(2)for additional requirements. 3. The thickness of the grate shall not exceed 1 5/8". 4.Unless otherwise specified,vaned grates shall be used with standard frame in the travel way,gutter or shoulder.vaned grates shall not be located within crossroads.Use vaned grates along rolled curbs. c a 0 1 1/4" D D D BOLT-DOWN SLOT DETAIL ISOMETRIC SEE NOTE 1 TY n� * PUBLIC WORKS RECTANGULAR STD. PLAN — 204.40 FOR$ DEPARTMENT HERRINGBONE GRATE �N,fp MARCH 2008 1/2"[13mm]LETTERING BOLTHOLES-3 PLCS EQUALLY SPACED 120° �uS ANTS — DR,41 APART ON 23 1/16"(586mm)DIA B.C. QQ� T x aAiva/Dw a y R-E N—T—0 N AHEAD OF THE CURVE ® m tiP P5 DRAIN ,(1)1"(25mm) DIA PICKHOLE COVER BOTTOM VIEW O 1 1/4"[32mm]LETTERING PLAN VIEW 25"DIA. (3)BLT SOC.(ALLEN HEAD) [635mm] 1" 5/8"-11 X 1.5 SS mm] RUBBER WASHER 3/4" � [19mm] 8 21/2" ]�►-�— [222 22mm] [64mm] TYP COVER SECTION VIEW EON BOLTING DETAIL 26 1/2"DIA [673mm] 25 114"DIA [641 mm] 1 1/16" [27mm] 1/4"(6mm)DIA NEOPRENE GASKET 1/4" 6"' [6mm] 11/16" [152mm] [27mm] 5/8" J 23 3/8"DIA CL OPEN [16mm] [594mm] 1/8" [3mm] 27 5/16"DIA 1/8" [694mm] [R3mm] 341/8"DIA GASKET GROOVE DETAIL [867mm] ' NOTES FRAME SECTION VIEW ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC.No.3717C1 OR APPROVED EQUAL. Y +~ PUBLIC WORKS STORM ROUND FRAME AND COVER STD. PLAN — 204.50 �O$ DEPARTMENT c��,TO MARCH 2008 #6 BARS @ 7"SPACING - 20'x 24", 24"DIAM.,48"DIAM. OR 54"DIAM.HOLE - v 2"(TYP.) I-- - 6" _ 1/2"MAX. 1"MIN. m 84"or 96"FLAT SLAB TOP 12" PREFABRICATED LADDER #5 BARS @ 6"SPACING 12"MIN. 20"x 24", 24"DIAM,48"DIAM. OR 54"DIAM.HOLE 2"(TYP f-- TYPICAL ORIENTATION +— i FOR ACCESS AND STEPS —[1"MIN. STEP 2 1/2"MAX. 72"FLAT SLAB TOP 24" #4 BARS @ 6"SPACING w c 20"x 24"OR 24"DIAM.HOLE 2"(TYP.) 1"MIN. 2 1/2"MAX. ECCENTRIC CONE SECTION 48",54",or 60"FLAT SLAB TOP 3 3A 1A 34" 5 S' �6"OR 12" <�>ONE#3 BAR HOOP ONE#3 BAR HOOP FOR 6" 4" , I� TWO#3 BAR HOOPS FOR 12"O S' CIRCULAR ADJUSTMENT SECTION RECTANGULAR ADJUSTMENT SECTION 1.0 As an acceptable alternative to rebar,wire mesh having a minimum area of 0.12 square inches per foot may be used for adjustment sections. PUBLIC WORKS MISCELLANEOUS DETAILS FOR STD. PLAN - 204.60 DEPARTMENT DRAINAGE STRUCTURES MARCH 2008 I i LANE LINE MARKING 3' MIN. 3' MIN. (SEE STD PLAN 110.2) VARIES: 4.5' MIN. (SEE STD PLAN, 110.2) DEPTH OF EXISTING PAVEMENT -7- �FPI HMA OR ACP 1' 1' CL. 'B' (SEE NOTE 2) MIN. MIN. 6" CRUSHED SURFACING TOP 2" HMA OR COURSE, COMPACT TO 95% ACP CLASS 'B' MODIFIED PROCTOR 2" SAWCUT AND REMOVE EDGE OF PAVEMENT, EDGE OR GRIND, SEAL WITH OF CURB & GUTTER, OR AR-4000W CENTER OF LANE MARKING CRUSHED SURFACING TOP COURSE, OR NATIVE MATERIAL IF APPROVED IN WRITING WIDTH OF TRENCH AS REQUIRED BY SIZE OF BY THE ENGINEER, COMPACT TO 95% PROPOSED IMPROVEMENT (SEE WSDOT MODIFIED PROCTOR STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING. MATERIAL AND NEEDED, SHALL MEET THE REQUIREMENTS OF COMPACTION AS REQUIRED BY THE WSDOT STANDARD SPECIFICATION 7-08.3(1)B 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. ZY + PUBLIC WORKS " TYPICAL LONGITUDINAL PATCH STD. PLAN - 110.1 �O$ DEPARTMENT AND OVERLAY FOR FLEXIBLE PAVEMENT FNTO MAY 2009 1 1 FVMIN MIN MIN MIN 2" HMA OR ACP CLASS 'B' FACE OF CURB OR EDGE OF PAVEMENT TRAFFIC FLOW CENTER LINE OR 2" TO 6" HMA OR ACP CLASS 'B' LANE LINE 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE VARIES: 6.5' MIN. 1' 1' VARIES 1 1' DEPTH OF EXISTING PAVEMENT MIN MIN MIN MIN HMA OR ACP CLASS 'B' (SEE NOTE 2) 2" HMA OR ACP CLASS 'B' 6" CRUSHED SURFACING TOP COURSE, 2" SAWCUT AND REMOVE COMPACT TO 95% MODIFIED PROCTOR. OR GRIND, SEAL WITH AR-4000W. CRUSHED SURFACING TOP COURSE, OR NATIVE MATERIAL IF APPROVED IN WRITING BY THE ENGINEER,.COMPACT TO 95% WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED MODIFIED PROCTOR. IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING. MATERIAL AND COMPACTION NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT AS REQUIRED BY THE WSDOT STANDARD STANDARD SPECIFICATION 7-OB_3(1)B SPECIFICATIONS FOR THE TYPE OF IMPROVEMENT INSTALLED. FOR NOTES, SEE STANDARD PLAN 110.1 SY PUBLIC WORKS TYPICAL TRANSVERSE PATCH STD. PLAN - 110 �O$ DEPARTMENT FOR FLEXIBLE PAVEMENT �N,tp MAY 2009 - CONSTRUCTION PLANS Reduced 11 x 17 Also see Full Sized Plans rn M co M CITY OF RENTON c' a LEGEND STEVENS AVE NW / LIND AVE NW • WATER VALVE - � HYDRANT ® WATER METER ® ® MANHOLES(SS/SD) -Ce O POWER/UTILITY POLE STORM SYSTEM IMPROVEMENT PROJECT - E- GUY ANCHOR � POWER TRANSFORMER p T POWER/TELEPHONE VAULT O POWER METER ❑ TELEPHONE/TV RISER - m GAS VALVE ® GAS METER _- �STREET-LIGHT--'-'--._..- .__.-...._.___. ,._.___ -"'._..r_.._.,__._. _ .. __... ... .. .. ._._.--.._..__..__.._ _ ___. ... .. .. ... ..._ _--. _..-... . DOO LUMINAIRE CpN 4 X SPOT ELEVATION 6638-1.4 CP - L SIGN N=181616.11 a MAILBOX E=1296840.04 CPN 7 CP 8 AM/W CnCX�C ROCKERY - ELEV.=193.85 6638-3.7 M/W 6638-3.8 M/W 6638-N-181643.63 N=181817.10 •�CONIFEROUS TREE E=1296833.Z4 E=1296841.87 STEVENS AVE NW N=ELEV.=1 7.02 E=12O DECIDUOUS TREE _ ELE FOUND CASED MONUMENT 0 SET MAGNETIC NAIL W/WASHER _ CENTER LINES a PR IGHT-OF-WAY LINES YLINES LIST OF DRAWINGS - LOT LINES O LOT LI �t CPN 12 ^ I ' DITCH LINE a 6638-3.12 M/W - - FLOW LINE N=181967.23 WATER ONE E=EV. 186.80 1 COVER SHEET ss SANITARY SEWER LINE I I ELEV.=183.30 so STORM DRAIN LINE UNDERGROUND LINE 2 LIND AVE NW - TAYLOR PL NW GAS up UNDERGROUND POWER LINES ut UNDERGROUND TELEPHONE LINES CPN 11 utv UNDERGROUND CABLE N LINES 6638-3.11 R/C Q uro UNDERGROUND FIBER OPTIC LINES - N=181574.45 9 3 RENTON ST ROW P OVERHEAD POWER LINES EN=1818 4.41 z �� oNi OVERHEAD UTILITY LINES ELEV.=174.80 O CHAIN LINK FENCE y - - WIRE FENCE -+ 4 STEVENS AVE NW WOOD FENCE 5 RESTORATION le CPN 10 CPN 9 "'§§§ 6638-3.10 M/W 6638-3.9 M/W NOTES: •„,' N=181820.80 N=181998.49 AVE Ni E=1197091.43 SURVEY BY PACE ENGINEERING,INC E=1297117.12 DARRELL C.BEGLEY PLS#45411 ELEV.=160.61 ELEV.=52.91 HORIZONTAL DATUM: CITY OF RENTON(NAD 83/91) COORDINATES AND BEARINGS FOR THIS SURVEY DERIVED FROM RTK GPS - OBSERVATIONS TO THE FOLLOWING CITY OF RENTON SURVEY CONTROL MONUMENTS: s ,.� m � N1333- 3 T FOUND T BRASS DISK IN CASE O THE INTERSECTION OF 84TH AVE S F S D 8H ST. #1846-FOUND COPPER PLUG W/PUNCH IN CASE*INTERSECTION OF 84TH AVE S ' r 5 120TH ST. ,>•'� „%n 6638-3.5 MiC N=182072.57 57 .#1899-FOUND 2"BRASS DISK IN CASE O THE INTERSECTION OF TAYLOR AVE NW E-1297108.51 h LIND AVE NW. ELEV-150.69 VERTICAL DATUM: CITY OF RENTON(NAVD 88) / ELEVATIONS FOR THIS SURVEY DERIVED FROM M CPS OBSERVATIONS TO THE FOLLOWING CITY OF RENTON SURVEY CONTROL MONUMENTS: #1333-ELEV.387.35' ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE- BASED ON FIELD OBSERVATIONS TAKEN IN JULY 2012,UNLESS OTHERWISE INDICATED.. WORK PERFORMED IN CONJUNCTION NTH THIS SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: (A)1"TRIMBLE S6 SERIES ELECTRONIC TOTAL STATION,MAINTAINED TO THE MANUFACTURER'S SPECIFICATIONS PER W.A.C. 332-130-100. (B)FIELD TRAVERSE,EXCEEDING REQUIREMENTS SET FORTH IN W.A.C. 332-130-090. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT PURPORT TO SHOW ALL EASEMENTS. THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE FEATURES " LOCATED DURING THE COURSE OF THIS SURVEY. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY OTHERS AND PACE ENGINEERS,INC.DOES NOT ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THEIR ACCURACY OR COMPLETENESS. CONTRACTOR/ENGINEERS SHALL VERIFY EXACT S1ZE AND LOCATION PRIOR TO CONSTRUCTION. CALL FOR LOCATE: UTILITY LOCATION SERVICE: 1-800-424-5555. ~of WAS4.h i $ RECOMMENDED 0, PACE Engr _ CITY OF STEVENS AVE NW /.LIND AVE NW clsrEl�° r..c As Noted 01R '"��1°'i'001 � ,i 9-7-2012 FOR APPROVAL AL °`"`owc STORM SYSTEM IMPROVEMENT PROJECT BY Daniel Corey 9/6/12 ORIGINAL PLAN STAMPED - m'L RENTON BY AND SIGNED 9/7/12 �ram,OWC I-=r=-i DATUM plannin Buildin Public Works Dept. BY: RONALD J. STRAKA aJS,OwC 9/ 9/ P• COVER SHEET - - PE# 29727 NO. REVISION BY DATE APPR RJS pY` r - �6 - --D �-- Q ch I CALL 48 HOURS BEFORE YOU DIG �. B"DEC. I "X4"WOOD POST #529 / 1 -800-424-5555 M4 #503 #509 #515 #521 PLUG AND ABANDON EX SD #463 `S /> ___ 4 X4"WOOD POST AFTER NEW SYSTEM IS WORKING h ,d N POWER OUTLETS c N } �-- E CB RIM-153.50 /b Tcoa �p EXISTING UTILITY LOCATIONS ARE APPROXIMATE, g o i IE 12"C NC.(N,S)=152.00 E� Q NOT ALL UTILTIES MAY BE SHOWN. ' x O _ - C EX C RIM-111.12 6636-3,10 M/ I PK 9 / CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. C IE 12 GOING.N,5)=147.52 `'� � N=181820.80 6638-3. M/W pit �yd' ♦♦^� I E=1297091.43 N=11281998.49 IE 24°C P(E)=139.42 w/ EX CB RIM=(61.18 I I 80' m \ IE 12-CON .(W)=139.42 O EX CB RIM=760.48 ELEV,=160.61 \ FOUND 1/2"I.P. E= 97117.12 ) es IE 12"CONC.N,S,E)=157.93 'a ELEV.=152.91 / -0 1 i - n teIIE 4"CONG(S)=159.48 ,oi" GONG.KEYSTONE IE 12-CONC.(N)=159,18 "' m -' �s� ® ® WALL i .��� GENERAL NOTES r,./ '-^ - 3'WOOD FENCE v°� N SD®6S-ENCE FOUND 1'I. L MVxc COtjC. -- __ 1 ALL TYPE 2 C8'S SHALL BE RING AND COVER UNLESS NOTED OTHERWISE - 0'.2-t e'_ y DAR _CO °tea sh 2. ALL TYPE 1 C8'S SHALL BE FRAME AND GRATE UNLESS NOTED OTHERWISE �p ASPH. rss- /_sn 1 3. ALL CB RIMS AND GRATES SHALL MATCH EXISTING GRADE SHOWN AS g'W000 O / B=BSC 2 ASPH. __-. 86z- / % s2.]/ i ( ) - -- - v .I Box.-��,er--.-- CONC 'r � __. _ __"-' +so-_ ���, a pSPF7 '--- 4. SEE TRAFFIC CONTROL BID ITEM FOR WORKING HOURS AND CONDITIONS. GRAVEL M Ba'99 n60-e__ .,s6 ' Mad Box' so so so B ,so yi BORD R �' / �. 1 Al s v� ssCB-3 I _ ,� ' = PLUG-EX PIPE ss CB- a 9 30+50 - 31+OD 1+20 31 50' s- ,E / �p > D INT _,co --- 32+00 �.,.,,� / + o �3k /�" W 5�„ / .� CONSTRUCTION NOTES ° s ss-:... �xa0 - ��� //j�� O1 1. TEMP EROSION CONTROL: ASPH. SSMH RIM-160��22 ABPH. / / hi ..- ss A INSTALL CATCH BASIN FILTER FABRIC AT ALL EX CB'S IE CL 8"CHAN.(N,S,W)=153'62 ._,/ 1"STEEL POS �, c� +'° -- --„o---- ASPH. ,---4"VEC.. - INSTALL SILT FENCING IN ROW BELOW CONSTR AREA. _ 8"DEC. _-.�sn./ (TY.) ���� //�+"a, // --_ -� GONG. `�..__ ___. _. _ \ DECK / / /` AIR R A� VALVE /' /' /� /,3� O �p / -- / �i /� . l- O2 2. PROTECT/SAVE ANY EX WOOD CRIBBING, LANDSCAPING, -- 6'DIA.HEDGE H� �Sy- LIIVD AVE //I /// MAILBOXES, SIGNS IN WORK AREA, NEXT TO EX CB's. 2"STEEL Posr \ / / e++ \ Ok o0 NOS / / ,p / IE 24'CMP=134.70 RESTORE AFTER CONSTRUCTION. Ne$ZQS 3. DO NOT BLOCK DRIVEWAYS EXCEPT WHEN INSTALLING 7 ~ / rP v ///�1 9��15ob4 / NEW STORM SYSTEM IN FRONT OF THEM. �j8 #472 L--1 c � / SSMH RIM=150.86 / // 4// 4. PROVIDE TEMP STORMWATER BYPASS/PUMPING AS NEEDED. "`-' O' 20' 40' C0� G IE CL 8"CHAN.(N,S,SW)=138.76 AOk00 c� 3'DIA.HEDGE - Scale in Feet %L / o / 3'DIA.HEDGE ( CAREFULLY REMOVE EX PIPE AND BRICKS TO INSTALL NEW PIPE, - - REPLACE BRICKS AND RE-GROUT CAREFULLY REMOVE BRICKS TO EX CB RIM=153.50 . INSTALL NEW PIPE. REPLACE BRICKS IE 12"CONC.(N.S)=152.00 EX CB RIM=160.48 AROUND PIPE. RE-GROUT. E 8" IE=152.00 PROFILE ALONG NEW STORM LINE(Appx) SCALE:Harz.1"=20' IE 4°CONC.S=159.48 CB-3 STA 31+17.2. 11.7'L PLUG 12" N O .ti. ..............._..............._........... ...,...... .........RESTORE SURFACE AND ASPHALT TO Mail Box..........._. ..... .... ...er........ ..........- 165 E 12°GONG(N) 159.18 TYPE 2 48" MATCH EXISTING CHUTE TO CB -_ _. Vert.1° 5' _... _ - .. R{M EL 160.6 _ REMOVE EX N ,r•:...,, ...,... ..,., .. :: ., .. ...... ...... ..... _ ....... ....... .... ... ......: 1 65 ........ ..... ...... ...; SW 8 IE 158.0.. ..... ..... ......: .. ..... :.:, .: ...... ..... .:EX BRICK'..CB RIM-149 92 ....... ....... .,.. ... .. .... ...,. ..... .. ...:...NEW N 8��IE=159:18 ........:.W:1 ":I =1156:.:. .:: .:.: :....... .... .CB=2 STA 33+08.1 7.3! ............... ..N�12'GONG�IE=14T.52 ....... ..... ..... ... ....... . . ... ......... 2 E 5 .. ..... .... ... ::.... .....: :.N.12 1E=356.:0::: :::::: .... .... ...... ..... ... ...... ...... ... . ..:ABND'92'•NIE�945:3: ..... ...... .... ... .. ..... IV . ...I... ............... ........ ...... .. _ .... .... - __ ...... .... ... i' i E4' 6'Coot L°ter°I' S 12" GONG IE 147:52 PLUG:EX S 12'• .... ... . .. . .........:............... .. ..... .. .;.........:.. .... .: .... ....... ..... ... :IE-151.25 ...... ...... ..... .. _ ... .... ... ..... TYPE 2 4i !!ii �: � RIM.E 15 8'. W.8„ .. ABND 12'$ IE 143.E NEWS 12' IE 143 8 160-. T-.... __..... Fx,.GPUnd.. . __ _ 60 ......9....8....® 0:483 FT FT :: N 72' E=148.75 ...... _ Ek .. lE 12 C 42 PCUG':EX'W 12" . ........... .. -..: � ......::. :C8.=1:.STA�33+42.1 .6.6'L:....::. INSTALL PLUGS AFTER STORM FLOW ...... ...... ... .::.. .....: .:::0 .. ..::: ::::: ::::_"- .:0 _ :::'.':: .: : : :::::...: TYPE:2-,48,•.N0'SUMP:_... .... .. .. .... :::. :........ ....... .... .. ..... .........:.. .:0 .. ... .... ...... ..... ...... ... ... ...... ....... .....-......._................ ...... ... ..... .. .. ..... ....... ....... .... ... .... . . ... i...... ..::.... ......,............. .. ....... IS TRANSFERRED NEW�LINES 155 4'W-A6na _..... _. ___ _ ... .. .:.........:8 LF:8 DI;® 0.148:FT FT... Laic Ap:.,....... _.....:-.._ ..... ..... ... ... ..... .. .. ....... ...... ... ....... ..... 55 .... ..... .:.......... .... ...... /.........,.�....➢............:... .......... ;:. ....:::.: .,. :.SA12.. IE 5147.5..: ..... .. ...... EX 12"GONG IE 149 62 .. .... .. 8•SS... ... .. ... .::: __ ... ..... ..... .. .. ...... .. .. Loc Appx .... .. Ex.:Ground. ::Lac A UP .. Ex..Ground: ...: ... ..... ... :.. : :. ..: W::. ... c Ppk.:: ... REMOVE:.4.W IF:.NEEDED :..i... ..... ...:: ...... .. ... .. _ .. .. ... ...... .... ... ... _. .._... _.... ....... .......... ..._ .._..._... ..:...... :.:. Loc APpx ........ ...._. _ - _Ex:12..��`� 15Q .' PLUG ENDS -_ __-- -- - - 150 .... .. ... .. ........:..190 LF 12 CPEP ® i0.038 FT FT' ....... ....... ..... :LoC .... - .... ... .. ...... sD I, -a 000 Loc'APP �I :GAS W = f " I L c AFPz Loc A I- . .. .. .: .. .- SSS.......: :::.. : :Lop App. .GAS ..pP% I r�j Lot ADPz. hoc A' ::::.. :: :: .. .. 145_ L'oc Appx:: .. W APPk I _ ...... - ..... . .. 45 .... . ..... ... . .. . SSS...... ........ .. .... ............ ...... ............... ................... .. .. ...... ..... .. _ PP ..... . Loc L;�- pp 1 H CAUTION Sides L c APPR : ... .......:I .I. ...... :...... ..... ...:... ....:.. ....... ... ....... :... ..... .. ..... ....... ...... ....... ...... .. .... ...... .. .. .. ' A M Be Sh 11 . .: Loc Appx 3 3:LF 12 CP.EP I 1: ... .. ....... ... :... .... ., .... .:..... :.. ..... .:: '.:- Cdi'.0..038 FT/FT:: ... .. /\I.; . _ 60 LF 12":CPEP;®:0062 FT/FT (^11 140. . .. yyl 140 .:.CAREFULLY REMOVE-EX PIPE:AND' . ....................:........ �- :BRICKS TO INSTALL NEW i PIPE, ... .... .. .. :.... ....... i .....�....... .:...... .�J. ..::REPLACE:BRICKS:AND:RE:GROUT:. ... 135- 31+00 32+00 33+00 -I 41+00 42+00 135 .......................... LIND AVE STA 33+42 41+82 TAYLOR PL STA o CHECKED FOR COMPLIANCE S TO CITY STANDARDS RECOMMENDED i PACE Engr xoxs�anwxn+c ,w, CITY OF STEVENS AVE NW / LIND AVE NW 2.9-7-2012 FOR APPROVAL _ + L sac As Noted �� '.ti Ronald J Straka -Date 9/7/12 owc STORM SYSTEM IMPROVEMENT PROJECT Date BY Daniel Corey 9/6/12 ORIGINAL PLAN STAMPED ow«,DWG R EN TON Date BY AND SIGNED 9/7/12 ' DATUM Planning/Building/Public Works De t LWD AVE NW - TAYLOR PL NW �2 BY: RONALD J. STRAKA RJS,DWC P PEA/ 29727 No. REVISION BY DATE APPR RdS S M / CALL 48 HOURS BEFORE YOU DIG co Wo Y e s6®as=_ \ b 1 -800-424-5555 SS'6' "q� fl N / a O I p 7 N 0 EXISTING UTILITY LOCATIONS ARE APPROXIMATE, s� s I o IuT Io NOT ALL UTILTIES MAY BE SHOWN. j 1 1 i I I I I� CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. 'co / 1 1 1 1 *k a o z�q m o w w \ \ w S a o �I I I 1 V GENERAL NOTES m 18 S T� _ �° So W 1 v I �' ¢1 3 o II 1t O 1. ALL TYPE 2 CB'S SHALL BE RING AND COVER UNLESS NOTED OTHERWISE. m Ic ,+t \ u _1 \ S 1 x CPp 10 a I OI - 2. ALL TYPE 1 CB'S SHALL BE FRAME AND GRATE UNLESS NOTED OTHERWISE DRIV - <- NOT _ - \ eI a 663e .t /w ,II I QO 3. ALL CS RIMS AND GRATES SHALL MATCH EXISTING GRADE (SHOWN AS ^). N 181820.80 i I BLO 4 - -I 1 m 4. SEE TRAFFIC CONTROL BID ITEM FOR WORKING HOURS AND CONDITIONS. "' �j-- E= 97091.43 I I l / EL .=160,61 b n PLUG EX PIP E w I U �I i ( — jl = I .�em ' \I CONSTRUCTION NOTES N=18181 1'0 y 2 e a, E=129684187 a 20 ELEV.=187.02 / / /55 1 t o�-I Ol 1. TEMP EROSION CONTROL: 7- - v Ix - /' 21`100 +3 i INSTALL CATCH BASIN FILTER FABRIC AT ALL EX CB'S I ILI Mo J c ^° INSTALL SILT FENCING IN ROW BELOW CONSTR AREA. CV F I � ¢ ¢ s U I x I Q — ,._^rycioN. 2. PROTECT SAVE ANY EX WOOD CRIBBING, LANDSCAPING, IAC�a 4`sti wu — — —— — i - — / 'ey"a c's1L wu V \ MAILBOXES, SIGNS IN WORK AREA, NEXT TO EX CB's. + RESTORE AFTER CONSTRUCTION. ¢ c oc App / 2 0 0- ° I of SHOE / /�.� cr-,� m -\ m o m 3 -o�lp'CHAINLII�K FENCE°m + (p I ° m 3. DO NOT BLOCK DRIVEWAYS EXCEPT WHEN INSTALLING EXTRUDED CURB NEW STORM SYSTEM IN FRONT OF THEM. I m I R/C RENTON ST ROW 6638-3.11 R/C ��- 4. PROVIDE TEMP STORMWATER BYPASS/PUMPING AS NEEDED. 11 N N=181879,01 m m= °I 2 m - ELEV-179.01 a i U ELEV.=174.80 - °m mm \ o m ol'inn.,,m w •• I. a �' zi — x� Itil 11 � I C.0 I LATERAL LOC APPX. ADJUST CB LOC IF NEEDED, REVIEW WITH CITY BEFORE PLACING CB. CB-6 STA 20+03.9 1.5'R TYPE 2 48" CONNECT LATERAL WITH -6 LF NEW RIM EL-187.1 ADS AND OR FIELD FIT WITH s"-s' w ex s" 182.5.b PROFILE ALONG NEW STORM LINE A x SCALE:Horz.1"=20' ADS AND FERNCO COUPLING 5 12 IE-182.50 PP 190- E 12 IE 18,.50 CD-5„STA 20±412. Vert 1"= 5' TYPICAL TRENCH BEDDING AND BACKFILL . .TYPE 1 CONIC-INLET: ..... ... ... .. .-. .! 72'.50 .... MIN 6-INCH SOLID LID .. ALL SHEETS (Nrs) Ex-6"Cone Lateral SEPARATION. :RIM.EL�185i2; _ _ .. ' .. . ... .......... iW:12IE=181.00...::: ... ........ .... ... .... ..... ..--. .... ... II 'o 4"W A6 d .... :: :.E 12 IE 181,00 :: :: .:: :: .. ... .! L,c.,App ..... ..... ._. ...:. :.: ..... ..... ..... ..... .. .... .. 85 TRENCH EXCAVATION 185- �i .. - PAY LIMIT 5-O" MAXIMUM uTl.l: .. I. App.I:I: O :::: FILL LOW AREA.AS.NEEDED, SEE DETAIL FOR PAVEMENT PATCH 1 .:I: .:. .. ...... ... ..... �APPX'9'Fr TO'MAINTIAN' ::::.: :.1 :: ::::::: ::::::1 . . p I^I, WIN.2.5,FT COVER 180- :l y.t. 11 12-GAS,: ..' .....:.:. ':.:.CB 4'STA'21+40.a-.3'L .:. 18O ed. e e BACKF/LL MATER/AL . S$MH Top EL�7836 _ :: _ d a WSDOT SECTION 9-03.19 BANK RUN GRAVEL, -{ 1 �t :TYPE.1..CONC INLET F--3'S. _ - °any :SOLID LID, - -- OR NA 77 V MATER/AL IF IT MEETS SPECS. .gW .. .. RIM EL 1,74 4 , .. 1 1 .... 175 36 LF:12 CPEP:®;0.014 FT/FT .. a° da ; PIPE ZONE MATERIAL a ¢ 0 :. .120N£ :. - 12" MIN. GRAVEL 2BACKF/LLTFOR PIPE Z BEDDING 99 LF'12 CPEP;® 0 111_FT/FT ..;.:;, i I -- - FILL LOW AREA,AS NEEDED;.:.:.:, :.CB 3:.STA.:22+48]:.2:8 R I 17O- I I APPX 1 FT MAINTIAN TYPE 2:4:8 17O NEW UTILITY PIPE .. ... I I... .. M .. ..RIM EL 160:6 .. !. ...:.. :: :.....: :::: ...:: ....:::.:..I.I :::::: f+IN 'SW 8 IE-158 0 6"MIN �2 5 FT.COVER N 12 IE=156 EXCAVATION OF UNSUITABLE SOIL(IF NEEDED) 1 165, .....:.:.: .. :': 8"$$ .: .:::. ... -: 165 BACKFILLSWI TH FOUND BY DON MATER/AL MEETING :;:; WSDOT SECT/ON 9-13.6 QUARRY SPALLS tz'sG ..... .:. ' ... . . ...... ..... .:... ..: NOTES - .. 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 160— 107 LF 12" CPEP ® 0.126 FT/FT 2. HAND TAMP UNDER HAUNCHES. ' .. :: .8"SS : : Il I I ... _ 1 VO 3. COMPACT PIPE ZONE MATERIAL TO 959 MAXIMUM DENSITY - ..... i.......:::. .:..::.....: ....:: ..... :: ... ....... .. :. ... :.Lo APPx.... :.I i.:.. .... ... .. EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. :;; ;; _. _; ,. ,, .,. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE THAT THE O I- O FLOW LINE IS MAINTAINED. 155 �.. 155 .......: ......: ...... ........:.... ....... ...... ...:: .. .RE .... .. .— -MOVE 4"W IF NEEDED 'a'W Abnd W '- ..... PLUG ENDS ..Loc App• \:�A Hoc APpx . 150 .20+00 ... 21+00 22+00 150 7 �of WASH RECOMMENDED 4�'a's O\ PACE E"yr As Noted °Nf ""w106u1p01 �: ,� CITY OF STEVENS AVE NW / LIND AVE NW "9-7-2012 FOR APPROVAL __�� STORM SYSTEM IMPROVEMENT PROJECT BY Daniel-Carey 9/6/12 :oW� Z^, RENTON _ ORIGINAL PLAN STAMPED BY AND SIGNED 9/7/12 I=`-� DATUM BY: RONALD J. STRAKA RJS,OWC Planning/Building/Public Works Dept. RENTON ST ROW - 3 PE# 29727 NO. REVISION BY DATE APPR R6 :^"• "m1°' Ti _ 5F -D a B N=181616.1 ' M E=129684.04 M I ELEV.=19.85 0 #465 #501 #505 #509 #513 1 E%CB RI =179.30 ' � _ CPd 7 B � IE 6"CONC.(N N aA 2 6638-3.7 M/W " STEVENS AVE N REMOVE EX CB Pe,3 Z N=181643.63 I y \ E=1296833.84 N=121611'10 PLUG 12' N ELEV.=194.22 E=1296841.87 I 6638-4.13 6 73 1 I EX CB RIM-187.09 ELEV.=187.02 \ EX CB RIM=183.93 l EX C8 RIM-180.88. -1296846.73 Zb' IE 12"CONC.(N,S)=185.19 PLANTER AREA -- IE 12"CONC.(N.5)=187.98 \ EX C. RIM=162.23 IE 8"CONC.(N)=178.98 E=1296842.62 (n \_ �CONC.WALL SSMH RIM=187.34 IE 12"CONC.(S,E)=178.53 y3, ELEV.=179.48 ' .-�-��_ _. IE CL 8"CHAN '.(N S)=179.94 \ 4'DIA.HEDGE \ GONG.WALL �\ E 4XCONC SW 1178.0 '�' I E%CB RIM / 60 o - - -� - - 19i- 6'FIR - 7 ONC(S)177.84 - IE 18"HDPE N,S D a - -D -D _ D $ ® X36 5' __ I xeo'- _ 97b'<S 1�ORDER 12'.1 _ ( ) a `f __.,A4---I 12"CONC. 177.74 / __ +sn a -- / � r. � w '/ 141,+_..,,-._ _ „ - lyp __ _ - - ASPH. ASPH _ �� _________.s• _� .� WOOD BORDER I ASPH. � 6• �/ ASPH. I (� � 1 Z v / a WOOD ,s• - -_. �. ,_- .-.CB-/ 1 ___. .. �6 DIA HEDGEDIA I s.6r ss •is Ss _. :- _. ._.. Nil Boxa „ -- �4 P.INE, 6' ASPH. yE ' - +Aa N ..ss Bova '._ 1 O - ru .._ �5'DIA.MEDGE^--^" Z°1 _1 O O ,- ,A4 E r 0+ 0 11+00 ry0 12+00 - - N `_ 'uT O s Mail Boxa �' UT 1 RD INT - - - - w - - - T _ - - /Ah sT CB-6 13+bP., ~ - - _ _ 1J� 7 X CB RIM=193.J6 n!4 z+--] Abna/-SIL WM 13{$0 CB-14 74+D0 CB-1 - - - - B.1 - ,y' IE 12"GONG.N.S.W=1'I. .. =x� C- r 16+50 w e'cl wM 5 ) ' s w w w w s - / GRAVEL b __ _ 2 _ a U uT T CONIC. ml Bo a �o / � w w 'w B'CI wM /J 8, 5 I% � m ' 9 -- p _ _- _ w w 8'CI WM O'DEC. - ASPH, GRA ° _ xar_-- --1-�L GRAVEL ` -- '^ � CB-11 C _ w Ji 6"CEDAR JJJ��I��, J O CONC / CONC 4'W000 FENCE B STUMPOO B CB-1 o P H G " M 2V1 15"DEC. CB-7A / I CONC. 1 " / - 0 d1 Boxa o t 6'W000 F�NCE 3'DIA.HEOGE __ E 4 CONC.BORDER CB-5 T�`. - 0 n I---ie+ o CONQ/ 5 i CONC. o (CONC. BURIED CB CONC.COLUMN 3'DIA.HEDGE I I \ WCONC.WALL sz'" CONC. I I g"DEC. 6bIA.HEOCE DIA.HEDCEO R CK AN SD LINES EDGE SSMH RIM=195.JI _ N/ I F LOC APP% ( DRIVEWAY - DO NOT EX CB RIM-11 1 35 I0 I 12"SPRUCE .08 CL CHAN. - o 5)=95.78 6DIA.MEDGE F s +� I I BLOCK OR USE IE 6"CONG(E)=1 .39 I o CO(1C.BORDER CONC.BORDER SSMH RIM-179.47 EX CB RIM=177.25 i --' _.. g, I IE 12"CONC.(S)=174.95 -I'-+82�--�I ^, CP#12 EX SDMH RIM=181.45 3'DIA.HEDGE IE CL B"CH N(N,S,W)=170.87 IE 18"HDPE(N)=173.95 I \ 663B-3.12 M/W IE 1YCONC.(W)=1 / I \ EN=101967.23 #460 #464 C.(6)=1 6.45 4'WOOD FENCE EV.=183.30 IE tYC 3W)NO-1 4.65 I I E 8"GONG.(W)NOT F UND 12-Pi a to GRAVEL 1 I ax 1z-Do^o PDa PLUG AND ABANDON EX SD ao #508 T,O1e AFTER NEW SYSTEM IS WORKING ( �f #500 oD EL 8-7 #520 0'' 20' 40' ' I\ #512 #516 80 Scale in Feet I CALL 48 HOURS BEFORE YOU DIG PROFILE ALONG STEVENS AVE ROW CENTERLINE CB-12A STA 14+40 25.8'R 1 -800-424-5555 CONC INLET CB-11A STA 14+96.1 4.3'L CB-11B STA 14+88.5 27'R CB-11C STA 15+19.4 24'R r 22 Lf 12" DI O 0.011 FT/FT SCALE:Horz.1"=20' RIM EL=181.40 CONC INLET CONC INLET CONC INLET Vert.1"= 5' 22 LF t2" CPEP E �4"ADS IE-177.12 RIM FL-180.85 RIM EL 181.34 RIM EL-181.20 EXISTING UTILITY LOCATIONS ARE APPROXIMATE _..._...._..... .-1111 1 111._._. _........ _.. _.....,.._1111.. _.. ... 1111 = = = ...1.90 ® 0.001 FT FT W B" IE 177.12 E'8" IE 178.60 N 8'" IE 179.30 S 8" IE 179.40 CB_7... .:CB'.-7A'STA:12+23:7::19i3'R 1111 .. .... ... 1111. 1111 1111 ... NOT ALL UTILTIES MAY BE SHOWN. TYPE'1'VANED GRATE - REMOVE:EX:CB ..:: CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. C8:.1.2 .. = GrPt� REIdoVe Ex CB:!.. POTHOLE:GAS, ADJUST 00 L RIM EL^`187.1. ...... ... CB:11 ,,:I =:1'8 ::::: :1:::1 X CBartxM see1.39 T.p EL. .. ... .. ..4"W Abpd E :. .:W:12 E . 5.25 ` -- ..::. ::. Cv:Dw1 180 E 185- 180- WS �C 180 TY 67 � -CB LOGS A ' � CONFIRM G UT o o; o MIN 6-INCH SEPARATION, PLACE �I 7`-� .. .. :f 1 1111 .. .. ........ .: : ioc.ApFx 6-INCHES OFENSOLITE PADS OVER 8"W �Q l:. :: I I - rGAS. ' UT L t'APP 2 GAS .. ... .. Oo: 4"ADS'FROM CARPORT: O 0Ln A T p.EL Est-164 3. ..:. ...... I ': TOP EL-1.77.46 . PP GENERAL NOTES a"5:. 4°W'Ab d :.:::: ...::::: z`Gne :: ...: 31;4F 8" DI:0 D 003:FT FT J 3 6 LF8" DI� O Lot.APPz ..Loc:A F. .I...�-" 3.$.1111 .. .. .. ..: 1111. 1111 : : I ® 0 0.17;FT/FT - Top st^178:5 :. P1111 1111 .:. 1,111 1 1 1 1.. 1 1 1 1 ............: 4'w.Ab,.:,:.:2"Gas CONNECT LATERAL 1. AL TYPE 2 CB'S SHALL BE RING AND COVER UNLESS NOTED OTHERWISE. ,... '_... ...; ....... .:.......... ''6'.w:... ......:... 1111.._. ._....... ..,....... 175 ._.. 1111 .......... .._. 1111 ... 1111 __1111_ 11_11. .-. 1111.. _ L .. 1 1 1 1. ..... 1 1.1 1 ..TOp EL Est-ifIC5.. .. ... 1 1 1 1... .. ... ... ... 1 11 1.. Loc APP....T p EL-178.89.:.., - .. :-8"W.TaA: ... 11 1 1 .. 175 2. ALL TYPE 1 CB'S SHALL BE FRAME AND GRATE UNLESS NOTED OTHERWISE ............... - " "est�17a.5-: C�- .... 1 1 1 1.. :........ 1 1 1 1.. 1 1 1:1.......... ........... .TO:FIT T ! .. 1 1 1 1: :.. .:aw 1 1 1 1.::AND:COUPLING,:OR 5 .. 24 CF.8,.:pI 1 1 t ... ....:1 5.00 .. 3. ALL CS RIMS AND GRATES SHALL MATCH EXISTING GRADE (SHOWN AS �). .. ! ". ;; .; ADJUST:CB-13.LOC. LATERAL AND:GAS.. qop EL-179.35': FERNCO-COUPLING: " - ` 4. SEE TRAFFIC CONTROL 810 ITEM FOR WORKING HOURS AND CONDITIONS. : _ - : : LOCI CONNECT.EX.LATERAL WITH.NEW.6.CONC I.:: '..:: ...:::: ::::: .:: : ::::::: ::.: -- :®.Oi033 FT/Ff; MIN'5-INCH SEPARATION, PLACE' CONC'NLET1.2{23 2 2:7 L. :!: - OR FIELD FIT;WITH 6'-0'',ADS;AND;FERNCO' _ - - - :6 INCHES.OF ENSOLITE PADS:OVER 8"W .: i .. :.:.:RIM:.EL=i18Z:1:-:. .COUPLING..... 1 1 1 1. 1 1 1 1 ::: .. ::: 1 1 1::1: .:::: .:: - . . -... .... ...... ...... ..... .... ....... 1111.. :. - 1111 ..._ 1_111 1_111.. _... 1111_.. .-1111. __.. .. 1111.. .. 111_1 .. ... . 1111... 1111_ 1111. = PLUG EX PIPE - :: . :: .:::: ::::$:12;: IE 185.19:ex .::: CB-: H ;6 :STA12+58.8 3.9 R'::: :: : ... ::: : - : ::CB-12:STA:14+35.1.3.5 R. ::: ::CB-11 STA 1:4+95,5 3A'R ::: : ... :::.. ::: :: . C E 12":IE-185.0 :jyPE:2 48' C8-14 Sl'A 13+70.9 4.7'L CB 13i STA 14+12:4 2.6'L YPE 2 48" NO SUMP TYPE 2 48 CB=10 LOC.APPX, N 12" fE=185,0 RIM:EL�187.1::: - CONC�INLET. .:::: .::: CONC:INLET RIM EL�102.6 :RIM EL-181:0 LOCATE ON'CENTER OF EX SO REMOVE EX CB " -'-' - CONSTRUCTION NOTES W:ex:6' IE�7 e5;0 RIM::EL=183.95: RIM:EL183 0 .:: S 12';IE=179.00 W 8' IE='178.50 Ez-6yb,c;_Lgteral .;.;.; S:.12".1E=184.35 - -"N'12"1E=181:50- " "'W 6":IE^�180:3'ez " E 12 'IE=177 10: :: - --E::8:IE=178.50 190- .111...1 ......... - - 1 1. TEMP EROSION CONTROL: :: ;IE=181.50: 12":IE=180.20 ! N 12 :YE=1,77.10- :5:12 TIE-176.90 . O ... .. . CON 10 N STA 1 CBE 0 48 15+96 INSTALL CATCH BASIN FILTER FABRIC AT ALL EX CB'S _.... .. _ .... .: ._ N.12":IEe-180.00 __ :N 12:1E=176.9D RIM:EL�179.7 5+ RIM:EL-179.4 i .. ... ...... 1111... :. . INSTALL SILT FENCING IN ROW BELOW CONSTR AREA. -- "" """" - " - " : .. REMOVE EX C8:::- .„__ 10„ 1111 ... .. _ _ PLUG 92' S S :4":IE 1 Z8.0 ex SW:8 IE 177:30 .. .. 1 1 1 1 I� -.E Ground ... ::: .:::.: .. ::. 'CONNECT 1 1 1 1.. .. : :: .:: :N a. IE�177.9:: :::: S 12" IE^176 65 1111.. :. - 1 1_1 1-___. ::... .. 1 1 1 1: 1 1 1 1.. 11 1 1.. .;;LATERAL::: :REMOVE EX CB N:12"'IE�176i65 'ex O2 2. PROTECT/SAVE ANY EX WOOD CRIBBING, LANDSCAPING, a PLUG fit S REMOVE EX.CB MAILBOXES, SIGNS IN WORK AREA, NEXT TO EX CB's. -:'185 0 _ :11_11_.. L .. :: 1111 _Eg^s o 1111... -185 ... -. o I .. .__o ..: .Ex 12.."SO - .. Ez.Ground RESTORE AFTER CONSTRUCTION. : ''' 1111. -. ,1111. .: :REMOVE X; D .. w::: .. . .. ... .(REMOVE.EX CB ::28 LFES".DI S.® ... .. Loe Appz GAS : T::: _---- PLUG Uro-fl- .I 1111. .. Al . .. 1111 P ca. mi.L feral 3. DO NOT BLOCK DRIVEWAYS EXCEPT WHEN INSTALLING ': .. ioc APPk .GAS. Lor APPz - :.. - EE-na.44.. :::: 'PLUG:1',2":$ --0.0.2.1;:FT/F7 .. NEW STORM SYSTEM IN FRONT OF THEM. -_�._ _� ot.A.%. � �i uT¢=ne,1s.: ED 5p Loc A.pP ... :EST BURIED pP Ei 12-SD 1 80 4. PROVIDE TEMP STORMWATER BYPASS/PUMPING AS NEEDED. - _ - - _ .. e - .. _ - -- - crod"d: I _ _ 11 I SSSSS Ex 12 SD O 5. REMOVE EX TYPE 1 CB / ABANDON EX TYPE 2 CB. : -- 35.CF'12" DI'®'0.019'fT/FT ',;;'; '�O°�? _ - _ O _ w Loc Appz Gqs�' E _ Loc Appx 10 10. CONNECT LATERAL, SEE CONNECTION FOR CB-6 :: :: w5 GAS uT Lo App FOR GENERAL PROCEDURE. -...L........:.:.:. :.:.:.: ..:..::...: :. 1111..:. --�aPa L t uom .:..�... "W .: .. :. :.:. ... 4` -o:-I 1 .. _ ..... -175 175 _ _ Ltq. 42`LF 12" DI'® _ - APPz ':. �_S�� �Loe App 1 0.031 FT/Fr :: .. ... :.. ... .. 1111 / .. _ _-LOG A�i'SSi- 1111 .. 6"CI.WM :GAS ... .: '.23 LF 12':CPEP --I- Pe - :� :::: ` Pax Loc:APP .:: .. :: ,:.® 0.043 FT FT BSS' .:.170-..- 1111 .-. .-. .. 1111. ... 60 LF 12 ;CPEP 141 LF 12 CPEP .V Toc'APPx_.� .:.: ..-170 1111 .. _ ._ ®0.0033 FT/FT 1111. 1111 ® 0.0024 FT/FT .. 12+00 13+00 14+00 15+00 - 16+00 61 of WA4 Z RECOMMENDED GST1'1F`0 PACE Er,9r D„T a".As Noted ' ""' CITY OF FOR APPROVAL aE=,M,°W0 STORM SYSTEM IMPROVEMENT PROJECT STEVENS AVE NW / LIND AVE NW e-7-2o1z Daniel Carey 9/6/1z 87 i ORIGINAL PLAN STAMPED RENTON "DWC DATUM AND SIGNED 9/7/12 BY BY: RONALD J. STRAKA RJS,owc p,�wu Planning/Building/Public Works Dept. STEVENS AVE NW mw,aD�4 PE# 29727 NO. REVISION BY DATE APPR "0PD RJ5 aowc«>roxwauv - _ �5 I M #465 #501 #505 #509 #513 I CID ('o d 8 IE 6 CONC.(NI) =178.10 STEVENS A VE N P fl 13 N=181811.10 (V E=1296841.87 6638-121 M/w = ASPHALT PATCH (SUBJECT TO ADJUSTMENT) L ELEV.=187,02 Ex Ce RIM=183.93 E%CB RIM=180.88 =129 846.73 ` �' I 2.�1' I I•''::':'.'••:':'':' B RIM=187.09 IE 12"CONC.(N.S)=181.98 EX CB RIM-182.23 IE 8"CONC.N=178.98 E=1296842.62 v t'•.`.`` •'I a PLANTER AREA ( )- L _1 3.1 - SSMH RIM=187.34 IE 12"GONG.S,E)=178.53 I� .(N,S)=185.19 ( ELEV.=179.48 IE CL 8"LHAN.(N,S)=179.94 4'DIA.HEDGE EX CB RIM-179.74 / p / S ®X36.5 - . '- 6'FIR __ 'GJS�ORDER ti E 4"CONC.(SW'1J7 = SLOP / FLOW ARROW 96 ,96_----.._- J2",1 _ - 112"CONC.(N)=T77.74 �£ . 'r / - WOOD BORDER ASPH. 'D p _-' .190 _- ._.. ._ _ _.- ASPH _-_,eo-_ _ 6I .yE � p yJ" � � I ASPH. - 6`DIA.HEDG y, i ASPH. �- ,74"PJN�, 6"INE \� 6 n- -- "--- -. ASPH. / RESTORATION NOTES Boss _...-- - D Bon -....lea._.___.___....__-._. ._..___-.___4 -I -_/� fi",B"DEC � Inn� -_t! ss .s0 s0 s uel e°°s - � r �B=SOA p6 \.._ 1 Bose 5'DIA:NEDGE s * -- - p TRENCH PATCH SHALL BE PER CITY STD DETAIL 110, 110.1. - 12+00 - - - - ♦- / - DSO- PATCH SHALL MATCH GRADE AND EXTENT OF EXISTING ASPHALT. - -Ana1LCS1 CB-6 13+00'�, \ f� I'. _ '-� B-1O ALL AREAS SHALL BE GRADED TO DRAIN. Anna d•s1�wM 13+50 - CB-14 i4+o0 C84� - - - •- . =y',- GRA - ~' �°d'4$ K• '' ) O2 2. FORM ASPHALT CHUTE BERM AT EDGE OF PAVEMENT TO MATCH - s . GRADE BREAK \ EXISTING CHUTE/BERM. _ _ _ w e"cl wM 3 3. FORM ASPHALT BERM OR EDGE. MATCH EXISTING IF PRESENT ASPH. TI I, �_.RA L D ° Sign Y i--- _ GRAVEL ;___ -- �•. :F :C -11C A 4 4. RESTORE GRAVEL AND SOD WHERE PRESENT NEXT TO PAVEMENT AND AROUND - - , Mail Bon CB-1 - O w/. 5 CONC. �"`' / L-4'WOOD FENCE ® -` B '' '' '' ''• ' '• • '• ° ° ° CB's, MATCH EXISTING. _ 1 CB-7A / O I CONIC. 18- PUMP / _ --0 - au Bon _ �_ ILM''(1,QQFENCE ... CB-5 1e T 00 CON CONIC. o �CONC. I 1 6'DIA.HLUCE Fj BURIED CB OS 5. RESTORE ANY DAMAGE TO EDGE OF GRAVEL DRIVE/PARKING AREA. ( I .I 6'CONC.WALL CONC. ROCK AND SD LINES J " �1 m 8"DEC. 6'DIA.HEDGE oN EX C8 RIM=11�tt39 /I o 12"SPRUCE LOC APPX © 6. FILL LOW AREA AS NEEDED TO MAINTIAN COVER OVER NEW SO, I IE e"CONC.(E)=1 39 / o°CoNC.BORDER Ex cB RIM=17725 TAPER FILL INTO EX GRADE. CONC.BORDER SSMH RIM=179.47 IE 12"CONC.(S)=174,95 CPN 12 3'DIA.HEDGE IE CL 8"CHAN(N,S,W)=170.87 IE 'HOPE(N)=173.95 I o EX SO RIM=181 45 (N)=173.95 6638-3.12 M/W IE 12"CONC.(W)=1 7O 7. ROW AREA: SMOOTH AND RAKE DISTURBED SOIL TO BLEND N=181967'2} t2' NC.(S)=1 fi.a5 INTO EX GRADE. RESEED WITH GRASS MIX. APPLY STRAW MULCH OVER BARE AREAS. 4'WOOD FENCE E V.=183.30 IE 1NC. 3W)NO=1 UND IE 8"GONG.(W)NOT F UND -!*MS pi m,,o I GRAVEL �(/ I °12'°O^L pip, ® 8. REPAIR CONC DRIVEWAY, IF DAMAGED BY CONSTRUCTION: © �•�I,- "8D `l ' #5OO #508 rat• INCLUDES PLAIN CONC AND EXPOSED AGGR CONIC. I I` ,p 1-80.67 INCLUDES SAWCUT, REMOVE EX CONC, INSTALL NEW CONC I #520 O 20 TO MATCH EXISTING. #512 #516 IIm 30 30' - I Scale in F - I J SSMH RIM=176.77 CPS 11 IE CL 8"CHAN.(N,S,E)=166.27 6638-3.11 R/C m - N=181814.4, ELEV.-1 7.80 ELEV.=174.80 0 CONEQ. s BLOCM ' 15" NK FENC I 4 CB- \ I BFI 1 rO U I WWOOD FENCE �1 I 20-DEC. I I _ l 8"OE GRADING DETAIL:CB-12A TO CB-11C 6bE 12'DEC. � S ED 6'W NCE y - - - - - - - - - - - - - - - I #529 / �' Mnd 4 STL W �. BwbEC. / "Xa'WOOD POST �--.. t 0 #503 #509 #515 #521 61 REMOVE EX ASPHALT AND REGRADE /.,� •"'4s.,_.�° 4 x4'W000 POST / �p9 TO DRAIN TO NEW,BGB's, POWER OUTLETS Cop\� ADJUST ELEVATfONS SLOPES AS NEEDED E C8 RIM=15}.50 / �'L C' / {p. m $ O > _ IE 12"C NC.(N,S)=152.00 0 G7. / C E%C RIM=149.92 i 'I / \ \ ---\- o 6638-3.10 M/ P/9 IE 12 CONIC.N,S)=147.52 --- I I N=181820.80 6638-3. M/W IE 24"C P(E)=139.42 HP\'S p /�T-� 31 E=1297091.43 N=181 9 IE 12"CON .(W)=139.42 P9P �' I I ~ ` -as r /-max _-I E%CB RIM=160.48 I O I _ v> FOUND 1/2'I.P. - \ _ / -_iatao -_.__., ELEV=160.61 E=1297117.12 7 �z _ GS ELEV.=152.91 I 4"CONC.(S)=159.48 z �,oz' CONC.KEYSTONE - ---IB-- ----------- 12"CONC.(N)=159.18 - m +6 I ® m WALL / .�'� / l 0 @ ail Bo S 3'WOOD FENCE N ® SD® 65' FOUND 1% CONC. y 2x0 6'w000_FENCE // 0 N RIM EL CB-118 CB-11C tooAR 18" � ,r°,• /ss RIM EL 181.40 0 RIM EL 181.34 RIM EL 181.2 DEC. ^' 6" <^ ASPH. gss S. •. •. .:p VEL ...:m.... .:.:' p SD i \• ..'j/ TYPICAL CROSS-SECTION 40 ECTION uw0 BO EAST EDGE TRAVEL LAN E--- • . . . . . .CB j f A/ l -'A REGRADED 31+00 1+20 31+50' PARKIN G S TRIP D INT 32+ --w 00 SSMH RIM=163. �x E CL 8"CHAN.(N,S,W)=5 62 � A� N� 1"STEEL POST 1 P �aF WAS�ry^ z RECOMMENDED PACE Eagr s°w4 ,E FOR APPROVAL As Noted °� '°�%'°°` ,•, ,,,_ STEVENS AVE NW / LIND AVE NW 9-7-2012 °`Po`"OWL CITY O E STORM SYSTEM IMPROVEMENT PROJECT BY Daniel Carey 9/6/12 o6�,:OWL _ RENTON i ORIGINAL PLAN STAMPED DATUM BY AND SIGNED 9/7/12 `BY: RONALD J. STRAKA Rjs'Dwc I °G1 Planning/Building/Public Works Dept, RESTORATION PLAN 5 PE#'29727 NO. REVISION BY DATE APPR Pde °°'t'a°"°"o6'' _ a... or:5 1-1 - 5G - o