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Home My WebLink AboutContract IN ORIGINAL Western Asphalt, Inc. PO Box 980 CAG—06-092 - --� Maple Valley, WA 98038 (206)624-4433 t $1,048.553.89 T E N �ry Award Date: August 7, 2006 �Y Bidding Requirements, City of Renton Forms, Contract Forms, Conditions of + . the Contract, Plans and Specifications �- �NTO `If z t , � a b 4 r, 2006 Street Overlay with Curb Ramps hrr City of Renton 1055 South Grady Way Renton, WA 98055 A 12040 General Bid Information: (425)430-7200 City Contact: Bill Wressell (425)430-7400 SSI�NAL EXPIRES:9/30/ CITY OF RENTON RENTON, WASHINGTON . CONTRACT DOCUMENTS for the 2006 STREET OVERLAY WITH CURB RAMPS *. PROJECT NO. CAG-06-092 JULY 2006 BIDDING REQUIREMENTS CONTRACT FORMS CONDITIONS OF THE CONTRACT SPECIFICATIONS PLANS CITY OF RENTON TRANSPORTATION SYSTEMS DIVISION 1055 South Grady Way Renton, WA 98055 ® Printed on Recycled Paper .. CITY OF RENTON 2006 STREET OVERLAY WITH CURB RAMPS aww INDEX us I. CALL FOR BIDS N. INTRODUCTION 1. INSTRUCTIONS TO BIDDERS aw► 2. SUMMARY OF FAIR PRACTICES POLICY,CITY OF RENTON 3. SUMMARY OF AMERICANS WITH DISABILITIES ACT POLICY,CITY OF RENTON 4. SCOPE OF WORK 5. VICINITY MAP do 6. STREET LISTS 7. CURB RAMP LIST so III. PROJECT PROPOSAL 1. BIDDER'S CHECKLIST 2. PROPOSAL ar 3. SCHEDULE OF PRICES 4. ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA 5. BID BOND FORM aw► 6. CERTIFICATION OF EEO REPORT 7. COMBINED AFFIDAVIT AND CERTIFICATION FORM 8. FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE 9. SUBCONTRACTOR LIST it IV. CONTRACT DOCUMENT FORMS rr 1. BOND TO THE CITY OF RENTON 2. CONTRACT AGREEMENT 3. CITY OF RENTON INSURANCE INFORMATION FORM 4. CERTIFICATE OF INSURANCE(SAMPLE) awr V. CONTRACT SPECIFICATIONS 1. SPECIAL PROVISIONS 2. AMENDMENTS TO THE STANDARD SPECIFICATIONS aw` APPENDIX A - SAMPLE FORMS 1. REQUEST TO SUBLET WORK 2. MONTHLY UTILIZATION REPORT (CC-257) 3. RECYCLED PRODUCT REPORTING FORM 4. CERTIFICATION OF PAYMENT OF PREVAILING WAGES APPENDIX B -HOURLY MINIMUM WAGE RATES No APPENDIX C - STANDARD PLANS w mw 2006 STREET OVERLAY WITH CURB RAMPS awr CITY OF RENTON CALL FOR BIDS 2006 STREET OVERLAY WITH CURB RAMPS r. .r CALL FOR BIDS 4. 2006 STREET OVERLAY WITH CURB RAMPS 6/19/2006 rlr rr rr. CITY OF RENTON 2006 STREET OVERLAY WITH CURB RAMPS CAG-06-092 CALL FOR BIDS Sealed bids will be received until 2:30 p.m., July 14, 2006,at the City Clerk's office, 7"' floor and will be opened and publicly read in conference room #521 on the 5`' floor, Renton City Hall, 1055 South Grady Way, Renton WA 98057. The work to be performed within 70 working days from the date of commencement under this contract shall include,but not be limited to: Approximately 8,232 tons of asphalt concrete paving (HMA Class 1/2:" PG 64-22), removal +w of asphalt pavement, installation of curb ramps, utility adjustments, and channelization. Engineer's Estimate: $750,000 TO $1,000,000 40 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 June 30, 2006 . Plans, specifications, addenda, and plan holders list for this project are available on-line through Builders Exchange of Washington, Inc., at htt�:iiw vw/bx«a.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 , Bill Wressell, City of Renton,Public Works Maintenance, 3555 NE 2°d Street, Renton, WA, 98056,phone (425) 430-7400, fax (425)430-7426. .r 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 Americans with Disability Act Policies shall apply. Bonnie I. Walton, City Clerk Published: Daily Journal of Commerce June 30, 2006 Daily Journal of Commerce July 7,2006 aw .r Ob CALL 6.DOC`, rat+ .r CITY OF RENTON 2006 STREET OVERLAY WITH CURB RAMPS 4w w 4 to ow I I INTRODUCTION 2006STREET OVERLAY WITH CURB RAMPS w CITY OF RENTON 2006 STREET OVERLAY WITH CURB RAMPS or INSTRUCTIONS TO BIDDERS to 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 aw award made as early as practicable. No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be up submitted on the forms attached hereto. 2 Any omissions, discrepancies or need for interpretation should be brought, in writing, to the attention ao 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 4W 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 «wr 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 +yr errors,the unit price bid will govern. Illegible figures will invalidate the bid. 7. The right is reserved to reject any and/or all bids and to waive informalities if it is deemed advantageous to the City to do so. 8. A certified check or satisfactory bid bond made payable without reservation to the Director of Finance of the City of Renton in an amount not less than 5% of the total amount of the bid shall accompany each bid proposal. Checks will be returned to unsuccessful bidders immediately following the decision as to award of contract. The check of the successful bidder will be returned provided he enters into a contract and furnishes a satisfactory performance bond covering the full amount of the work within ten days after receipt of notice of intention to award contract. Should he fail, or refuse to do so,the check shall be forfeited to the City of Renton as liquidated damage for such failure. ow 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. 40 10. The bidder shall, upon request, furnish information to the City as to his financial and practical ability to satisfactorily perform the work. w 11. Payment for this work will be made in Cash Warrants. 12. The contractor shall obtain such construction insurance (e.g. fire and extended coverage, worker's w compensation, public liability, and property damage as indicated on forms enclosed under Attachment A herein and as identified within Specification Section 1-07.18. Revised:04/06 bh w .. CITY OF RENTON 2006 STREET OVERLAY WITH CURB RAMPS arr 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. ww 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. 4 15. Payment of retainage shall be done in accordance with Section 1-09.9(l) "Retainage. 16. Basis For Approval The construction contract will be awarded by the City of Renton to the lowest, responsible, responsive air 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. +rr 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. .r 17. Trench Excavation Safety Systems As required by RCW 39.04.180, on public works projects in which trench excavation will exceed a 1W 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 aw 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 .r 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 �r 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 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 +rr materials. Revised:04/06 bh so CITY OF RENTON 2006 STREET OVERLAY WITH CURB RAMPS of 20. Standard Specifications 4r. 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 so this project whether°referred to directly,paragraph,by paragraph, or not. 1. WSDOT/APWA "2006 Standard Specifications for Road, Bridge and Municipal Construction" No 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. .r 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. war 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 No other buried or surface improvements and shall restore the site to the satisfaction of the City. 22 Bidder's Checklist 40 ❑ 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? "o ❑ Has the proposal been signed? ❑ Have you bid on ALL ITEMS and ALL SCHEDULES? +ire ❑ Have you submitted the Subcontractors List(If required) ❑ Have you reviewed the Prevailing Wage Requirements? 4W ❑ Have you certified receipt of addenda, if any? .. w Revised:04/06 bh VW .r CITY OF RENTON �r SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION NO. 3229 ww 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 race, color, national origin, ethnic background, gender, marital status, religion, age or 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 +r 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. *W (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. or (3) AFFIRMATIVE ACTION PLAN - The City of Renton Affirmative Action Plan and Equal Employment Program will be maintained and administered to facilitate equitable w representation with the City work force and to assure equal employment opportunity to all. It shall be the responsibility of elected officials, the Mayor, the Affirmative Action Officer, department administrators, managers, supervisors, Contract Compliance Officers w and all employees to carry out the policies, guidelines and corrective measures set forth in the Affirmative Action Plan and Equal Employment Program. (4) 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 in the City's Affirmative Action Plan and Equal Employment Program. 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. wr CONCURRED IN by the City Council of the City of RENTON,Washington, this 7 ttday of October, 1996, CITY OF RENTON: RENTON CITY COUNCIL.: Ntayor Council President Attest: 40 \ City Cler +r w 03_S1JMRY.D0C\ rr +r. CITY OF RENTON SUASAIARY OFAAdMCANS W1771 DISABILPI7ESACT POLICY ADOPTED BYRESOLUTIONNO. 3007 The policy of the City of Renton is to promote and afford equal treatment and service to all citizens and to assure employment opportunity to persons with disabilities, when the City of Renton can reasonably accommodate the disability. This policy shall be based on the principles of equal employment opportunity, the Americans With Disabilities Act and other applicable4wdelines as set forth in federal,state and local laws. All departments of the City of Renton shall adhere to the following guidelines: �. (1) EMPLOYMENT PRACTICES - All activities relating to employment such as recruitment, selection,promotion,termination and training shall be conducted in a non- discriminatory manner. Personnel decisions will be based on individual performance, staffing requirements, and m 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 organisations and commissions organized to promote fair practices and equal opportunity for persons with disabilities m +r 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 r. be the responsibility and the duty of all City officials and employees to carry out the policies and guidelines as set forth in this policy (4) CONTRACTORS' OBLIGATION - Contractors, subcontractors, consultants and suppliers conducting business 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: Mayor 0ouncil President wr Attest: City Clerk r +rw CITY OF RENTON 2006 STREET OVERLAY WITH CURB RAMPS 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: .r Asphalt concrete paving (HMA Class 1/2:" PG 64-22), removal of asphalt pavement, installation of curb ramps, utility adjustments, and channelization. +r Furnishing of materials, equipment, tools, labor, and other work or items incidental thereto (excepting any materials, equipment, utilities, or service, if any specified herein aw to be furnished by Owner or others), and performing all Work as required by the Contract in accordance with the Contract Documents, all of which are made a part hereof. 40 Any contractor connected with this project shall comply with all Federal, State, County, and City codes and regulations applicable to such work and perform the work in accordance with the plans and specifications of this contract document. A total of 70 working days will be allowed for the completion of this project. 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PROJECT PROPOSAL CITY OF RENTON PROJECT: 2006 STREET OVERLAY WITH CURB RAMPS CAG NO.: CAG-06-092 COMPANY: WESTERN ASPHALT, INC. BID AMOUNT: 1,048,553.89 ADDRESS: Po Box 980 TEL. NO.: 206 624-4433 MAPLE VALLEY, WA 98038 ■r +ter ill . PROJECT PROPOSAL 2006 STREET OVERLAY WITH CURB RAMPS III. PROJECT PROPOSAL CITY OF RENTON 1. BIDDER'S CHECKLIST +�• 1. _ BIDDERS CHECKLIST 2• PROPOSAL AND COMBINED AFFIDAVIT AND CERTIFICATE FORM wr 3. SCHEDULE OF PRICES 4. ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA 5. BID BOND FORM 6• CERTIFICATION OF EEO REPORT 7• FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE W Above documents 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 .r, attached to the bid document. +rr ,rr +r it aw Err 2006 STREET OVERLAY WITH CURB RAMPS aw .r. CITY OF RENTON CAG-06-092 2006 STREET OVERLAY WITH CURB RAMPS 2.PROPOSAL TO THE CITY OF RENTON RENTON,WASHINGTON err Ladies and/or Gentlemen: The undersigned hereby certify that the bidder has examined the site of the proposed work and have read and thoroughly understand the plans, specifications and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, and hereby propose to undertake and complete the work embraced in this improvement, or as much thereof as can be aw 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. Show unit prices both in writing and in figures.) .■ ,. Printed Name: W L , ? PE - N Signature: aw Address: PO BOX 980, MAPLE VALLEY, WA 98038 No Names of Members of Partnership: r to to OR Name of President of Corporation WILLIAM J. PETERSON Name of Secretary of Corporation YVONNE C. O'LEARY Corporation Organized under the laws of WASHINGTON STATE w. With Main Office in State of Washington at 23056 WITTE ROAD, MAPLE VALLEY, WA 98038 10_PROP.DOC\ r rr III. PROJECT PROPOSAL CITY OF RENTON irr rrr 3. SCHEDULE OF PRICES ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID low+r +rr .r wr wiw +r +.r 2006 STREET OVERLAY WITH CURB RAMPS .. City of Renton-Planning/Building/Public Works Department w 2006 STREET OVERLAY WITH CURB RAMPS SCHEDULE OF PRICES No SCHEDULE"A" (NOTE.Unit prices for all items, all extentions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or aw typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY Unit Prices to be Written in Words DOLLARS CTS. DOLLARS CTS. to 01. 1.00 Mobilization LS FIFTEEN THOUSAND SIX HUNDRED go $ EIGHTY DOLLARS AND NO CENTS _ 15-680.00 15,6RO-00 Per LS 02. 1.00 Traff ic Control ++� LS EIGHT THOUSAND NINE $ HUNDRED SIXTY DOLLARS, 8960.00 8960.00 �w Per LS 03. 1.00 Rehabilitate Ripley Lane Trail LS -DIRTY- . THOUSAND,,t Irr+ TWO75 HUNDREDI FFORTY $DOLLARS AND NO CENTS. 30,240.00 30,240.00 Per LS wr 04. 1,183.00 Asphalt Concrete Paving(Overlay) TON HMA Class 1/2"PG 64-22 SEVENTY ONE DOLLARS AND am $SIXTY EIGHT CENTS 71.68 84,797.44 Per TON 05. 6,724.00 Removal of Asphalt Concrete Pavement vo SY (by Cold Planing) THREE DOLLARS $ AND EIGHT' CENTS. 3.08 20,709.92 Per SY w 06. 16.00 Adjust Manhole Each TWO HUNDRED NINETY SIX $DOLLARS AND EIGHTY CENTS. 296.80 4,748.80 Per Each rrr 07. 37.00 Adjust Valve Box Each TWO HUNDRED ONE DOLLARS $ AND SIXTY CENTS. 201.60 7,459.20 Per Each 08. 2.00 Adjust Catch Basin it Each TWO HUNDRED NINETY SIX $ DOLLARS AND EIGHTY CENTS. 296.80 593.60 Per Each .�w wrr 06-SCH PR.xis WW 6/28/2006 Page 1 City of Renton-Planning/Building/Public Works Department ON 2006 STREET OVERLAY WITH CURB RAMPS SCHEDULE OF PRICES �r SCHEDULE"A" (NOTE:Unit prices for all items, all extentions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY Unit Prices to be Written in Words DOLLARS CTS. DOLLARS CTS. �r 09. 770.00 Plastic Crosswalk LF (8"Wide) FOUR DOLLARS AND $ FORTY EIGHT CENTS. 4.48 3,449.60 Per LF 10. 78.00 Plastic Stop Bar(18"Wide) raw LF ELEVEN DOLLARS AND $ TWENTY CENTS. 11.20 873.60 Per LF rn 11. 180.00 4"Raised Pavement Marker Each Type 1,White TWO DOLLARS' AND $ TWENTY FOUR CENTS, 2.24 403.20 Per Each 12. 24.00 4"Raised Pavement Marker Each Type 2e,White THREE DOLLARS AND $ THIRTY SIX CENTS. 3.36 80.64 an Per Each 13. 14.00 4"Raised Pavement Marker Each Type 2,Blue to THREE DOLLARS AND $ THIRTY SIX CENTS 3.36 47.04 Per Each +rw 14. 72.00 Install Truncated Domes On SF Exising Curb Ramps 0 $ �SIXN SEVEN DOr;LARS AND cEWrs 67.20 4,838240 Per SF 15. 1.00 Finish and Clean Up rw LS TWO THOUSAND TWO HUNDRED $ FORTY AND NO CENTS. 2240.00 2240.00 Per LS TOTAL SCHEDULE A $ 185,121.44 THE UNDERSIGNED BIDDER HEREBY AGREES TO COMMENCE WORK ON THE PROJECT, IF AWARDED, NO LATER THAN 10 DAYS AFTER FINAL EXECUTION AND TO COMPLETE THE WORK WITHIN 70 WORKING DAYS. w. DATED AT MAPLE VALLEY, WA THE 13 DAY OF JULY 2006. 06-SCHPRxls "w 628/2006 Page 2 City of Renton-Planning/Building/Public Works Department air 2006 STREET OVERLAY WITH CURB RAMPS SCHEDULE OF PRICES SCHEDULE "B" (NOTE:Unit prices for all items, alt extentions and total amount of bid must be shown. Show unit prices in both words and figures and when:conflict occurs the written or typed words shall prevail.) `wr ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS CTS. 01. 1.00 Mobilization LS SIXTY FOUR THOUSAND NINE HUNDRED SIXTY`_DOLLARS .___ ? $ AND NO CENTS 64,960.00 64,960.00 Per LS �r 02. 1.00 Traffic Control LS SEVENTY TWO THOUSAND rr $ EIGHT HUNDRED DOLLARS AND 72,800.00 72,800.00 Per LS NO CENTS. 03. 7,626.00 Asphalt Concrete Paving(Overlay) TON HMA Class 1/2"PG 64-22 SIXTY FOUR DOLLARS AND $ NINETY SIX CENTS 64.96 495,384.96 Per TON 04. 12,616.00 Removal of Asphalt Concrete Pavement SY (by Cold Planing) THREE DOLLARS AND $ EIGHT CENTS 3.08 38,857.28 Per SY 05. 30.00 Adjust Monument Each TWO HUNDRED ONE DOLLARS wr $ AND SIXTY CENTS 201.60 6,048.00 Per Each 06. 110.00 Adjust Manhole + Each TWO HUNDRED NINETY SIX $ DOLLARS AND EIGHTY CENTS. 296.80 32,648.00 Per Each 07. 71.00 Adjust Valve Box Each TWO HUNDRED ONE DOLLARS �.r $ AND SIXTY CENTS. 201.60 14,313.60 Per Each w 08. 3.00 Adjust Catch Basin Each TWO HUNDRED NINETY SIX $ DOLLARS AND EIGHTY CENTS. 296.80 890.40 Per Each 4W MW City of Renton-Planning/Building/Public Works Department 2006 STREET OVERLAY WITH CURB RAMPS SCHEDULE OF PRICES SCHEDULE "B" (NOTE.Unit prices for all items, all extentions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) rr. ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY Unit Prices to be Written in Words DOLLARS CTS. DOLLARS CTS. 09. 1.00 Adjust Meter Box Each rrr TWO HUNDRED NINETY SIX $ DOLLARS AND EIGHTY CENTS 296.80 296.80 Per Each wr 10. 2,252.00 4"Raised Pavement Marker Each Type 1,Yellow ONE DOLLAR AND low $ SIXTY EIGHT CENTS 1.68 3,783.36 Per Each 11. 216.00 4"Raised Pavement Marker ' Each Type 2d,Yellow ONE DOLLAR AND $ STXTV FTCHT CRNTR 1.68 362.88 �r Per Each 12. 903.00 4"Raised Pavement Marker Each Type 1,White THREE DOLLARS AND $ THIRTY SIX CENTS 3.36 3.034.08 Per Each +�+ 13. 133.00 4"Raised Pavement Marker Each Type 2e,White THREE DOLLARS AND $ THTRTY STX CENTS 3.36 446.88 Per Each 14. 41.00 4" Raised Pavement Marker Each Type 2, Blue ELEVEN DOLLARS AND $ TWENTY CENTS 11.20 459.20 Per Each 15. 640.00 Plastic Crosswalk LF (8"Wide) ONE DOLLAR AND SEVENTY wr $ NINE CENTS 1.79 1.145.60 Per LF Aw 16. 232.00 Plastic Stop Bar(18"Wide) LF THREE DOLLARS AND $ NINETY TWO CENTS 3.92 909.44 Per LF Ow .w City of Renton-Planning/Building/Public Works Department �r 2006 STREET OVERLAY WITH CURB RAMPS SCHEDULE OF PRICES SCHEDULE "B" (NOTE:Unit prices for all items, all extentions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) wr ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY Unit Prices to be Written in Words DOLLARS CTS. DOLLARS CTS. 17. 24.00 Plastic Arrow Each 1W FORTY SEVEN DOLLARS AND $ FOUR CENTS 47.04 1,128.96 Per Each No 18. 1,000.00 Plastic Parking Stall Markings LF (4"Wide) aw $ FIVE DOLLARS AND SIXTY CENTS 5.60 5,600.00 Per LF 19. 22.00 Induction Loops EA FOUR HUNDRED TWENTY $ DOLLARS AND NO CENTS 420.00 9,240.00 Per Each 20. 250.00 4"White Edge of Road Line LF .rr $ FIFTY SIX CENTS .56 140.00 Per LF iw 21. 21.00 Curb Ramp,Cement Concrete,Type 2 Each TWO:TH0U9AV \'kIV9--R INDRED „w„ $TWENTY DOLLARS AND NO CENTS 2,520.00 52,920.00 Per Each 22. 6.00 Curb Ramp, Cement Concrete,Type 3 do Each TWO THOUSAND SIX HUNDRED $SIXTY FIVE DOLLARS AND 2,665.60 15,993.60 Per Each SIXTY CENTS 23. 152.00 Install Truncated Domes On SF Exising Curb Ramps w SIXTY -ONE DOLLARS SIXTY $ CENTS 61 .60 9,363.20 Per SF +W 24. 7.00 Sawcut Concrete 4-6" LF $ FIVE DOLLARS AND SIXTY CENTS 5.60 39.20 Per LF arw • City of Renton-Planning/Building/Public Works Department err 2006 STREET OVERLAY WITH CURB RAMPS SCHEDULE OF PRICES SCHEDULE "B" (NOTE:Unit prices for all items, an extentions and total amount of bid must be shown. Show unit prices in both words and figures and when:conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY Unit Prices to be Written in Words DOLLARS CTS. DOLLARS CTS. 25. 49.00 Sawcut Asphalt 4-8" LF irr $ FIVE DOLLARS AND SIXTY CENTS 5.60 274.40 Per LF rrr 26. 30.00 Crushed Surfacing Top Course TON THIRTY NINE DOLLARS AND 1-TWENTY CENTS 39.20 1,176.00 Per TON 27. 55.00 Remove Concrete Curb and Gutter LF $ FIVE DOLLARS AND SIXTY CENTS 5.60 308.00 iwr Per LF 28. 26.00 Remove Concrete Sidewalk or Curb Ramp SY r THIRTEEN DOLLARS AND $ FORTY FOUR CENTS 13.44 349.44 Per SY w 29. 12.00 Remove Asphalt at Curb and Gutter SY TWENTY TWO DOLLARS $ AND FORTY CENTS 22.40 268.80 Per SY 30. 55.00 Concrete Curb and Gutter LF THIRTY NINE DOLLARS AND $ TWENTY CENTS 39.20 2,156.00 Per LF 31. 26.00 Cement Concrete Sidewalk SY , 14 SIXTY 150LEARSJ.' $ AND FORTY EIGHT CEIS 60.4$ 1,572.48 Per SY 32. 27.00 Asphalt Concrete Patch at Curb&Gutter TON HI1„A Clftshb/ EG 6422 TWENTY TW DOLLARS AND $ FORTY CENTS 122.40 3,304.80 Per TON ,wr • City of Renton-Planning/Building/Public Works Department r�r 2006 STREET OVERLAY WITH CURB RAMPS do SCHEDULE OF PRICES SCHEDULE "B" (NOTE:Unit prices for all items, all extentions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY Unit Prices to be Written in Words DOLLARS CTS. DOLLARS CTS. 33. 30.00 Seeding and Fertilizing SY r" TWENTY TWO DOLLARS AND $ FORTY CENTS 22.40 672.00 Per SY arr 34. 10.00 Topsoil,Type A CY c. SIXTY-MINI;` DOLLARS AND`� $ FORTY FOUR CENTS 69.44 694.40 Per CY 35. 1.00 Temporary Water Pollution/Erosion Control LS ONE THOUSAND ONE HUNDRED $ TWENTY DOLLARS AND NO CENTS 1,120.00 1,120.00 Per LS 36. 1.00 Finish and Clean Up LS a. FOUR THOUSAND FOUR HUNDRED $EIGHTY DOLLARS AND NO CENTS 4,480.00 4,480.00 Per LS .rr Subtotal Schedule"A" 185,121.44 8.8 Sales Tax on Sch.A"only 16,290.69 __ Total Schedule"A" 2n, a, 9_ Total"B" 847,141-76 A TOTAL ALL SCHEDULES"A"+"B" 1.048;553.89 air THE UNDERSIGNED BIDDER HEREBY AGREES TO COMMENCE WORK ON THE PROJECT, IF AWARDED, NO LATER THAN 10 DAYS AFTER FINAL EXECUTION AND TO COMPLETE THE WORK WITHIN 70 WORKING DAYS. DATED AT MAPLE VALLEY, WA THE 13TH DAY OF JULY 2006. rre r rr r III. PROJECT PROPOSAL CITY OF RENTON 4. ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA wo ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA: NO. DATE p NO. DATE NO. DATE .. SIGNED TITLE PRESIDENT ` NAME OF COMPANY WESTERN ASPHALT, INC. ADDRESS PO Box 980 CITY/STATE/ZIP MAPLE VALLEY, WA 98038 ,rr TELEPHONE 206 624-4433 r�r CITY OF RENTON STATE CONTRACTORS BUSINESS LICENSE# 4480 LICENSE# WESTEA*294QP ,rr r ®. 2006 STREET OVERLAY WITH CURB RAMPS �r 2006 STREET OVERLAY WITH CURB RAMPS ADDENDUM NO. 1 TO THE PLANS AND SPECIFICATIONS +rr Date of Issue: 13 July, 2006 Date of Bid Opening: 14 July, 2006 NOTICE TO ALL PLANHOLDERS: The Bid Documents for the above-named project are modified as described below. Bidders shall take this addendum into consideration when preparing and submitting their bids. Bidders shall attach this addendum to their copy of the Contract Documents, and shall acknowledge receipt of this addendum in the space provided in the Proposal Form. Failure to do so may subject the bidder to disqualification of his bid. THE BID DOCUMENTS ARE MODIFIED AS FOLLOWS: Call for Bids: The Engineer's Estimate is revised to be in the range of$1,000,000 To $1,250,000. ,r +�r &6ert Hanson, PE Transportation.Design Supervisor ow Page 1 of 1 liege 1 Addendum#1 Provided to Builders Exchange of WA Inc. For usage Conditions Agreement see www bxwa com a Y 0� + '�' + 2006 STREET OVERLAY WITH CURB RAMPS ADDENDUM NO. 2 TO THE PLANS AND SPECIFICATIONS Date of Issue: 13 July. 2006 Date of Bid Opening: 14 July,2006 NOTICE TO ALL PLANHOLDERS: The Bid Documents for the above-named project are modified as described below. Bidders shall take this addendum into consideration when preparing and submitting their bids. Bidders shall attach this addendum to their copy of the Contract Documents, and shah acknowledge receipt of this addendum in the space provided in the Proposal Form. Failure to do so may subject the bidder to disqualification of his bid. THE BID DOCUMENTS ARE MODIFIED AS FOLLOWS: Special Provisions: 5-04.5(2) Bid Item Schedule A,Number 3., Rehabilitate Ripley Lane Trail,Lump sum A) Delete"applying tack coat"in special provision 5-04.5(2) B) Delete"installing Petro-mat"in special provision 5-04.5(2) C) Add"apply herbicide" in special provision 5-04.5(2) Appendix C-Standard Plans: On standard plan"Rehabilitate Ripley Lane Trail-Typical Cross Section Looking North" �r R ce P ro-mat 13+/-` wide with apply approved herbicide. obert Hanso Transportation Design Supervisor rrr Page I of l +..ge 1 Addendum#2 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com M. PROJECT PROPOSAL CITY OF RENTON 5. BID BOND FORM Herewith find deposit in the form of a certified check,cashier's check, ash,or bid bond the a nt of $_5% of Total Bid Amount which amount is not less than f i rr We , Sign here rrr . Know All Men by These Presents: That we. Western Asphalt, Inc. , as Principal, and Travelers Casualty 'and Surety Company of America Surety, are held and firmly bound unto the City of Renton, as Obligee, in the penal Sum of Five Percent (5%) of Total Bid AmountDollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns,jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for 2006 Street Overlay with Curb Ramps according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure to do so, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full farce and effect r. and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS 10th J - 06. West to By: A' Pri cl Travelers asualty an Surety Company of America Surety Holly E. Ulfers, Attorney-in-Fact r. ■ Received return of deposit in the sum of$ 2006 STREET OVERLAY WITH CURB RAMPS rir WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER �i STPAUL POWER OF ATTORNEY �i TRAVELERS Farmington Casualty Company St.Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company Attorney-In Fact No. Certificate No. 214743 000352760 KNOW ALL MEN BY THESE PRESENTS:That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York,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 Mary A. Dobbs, David J. Forsyth, Steven W. Palmer, and Holly E. Ulfers of the City of Seattle 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 permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF,the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,this 22nd day of February 2006 Farmington Casualty Company St.Paul.Guardian Insurance Company Fidelity and Guaranty Insurance Company < St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company l 9 8 2 0 xlll �� N:U � 6" Q�ai �N SRS .••.' INSU�`' tY AN �M G A �pa�� StNfTy `OF�RE �OP'POgI,,� F' yr � •4.,, QY........:Gq f+JP�.. .!P9�t gJP` Om ��Elr (�TY't� 2 S (� ii� � WCdIPORATED ` YL m` COM VO.R��FiSW:'ORPOR4J P„ 9 �/ \G � a 1977 1951 N 192 7 S E '�S } o= a4 HARTFORD F'FitRTFO 5 " y. y m CONN. nt CONN. ) N 1896 -, v # 32 0� �•. $L,'o, -o=,SEAL!3= S'a�N.L•2,j .•r�dD State of Connecticut By: City of Hartford ss. Gorge W ompson,Sen r Vic President 22nd February 2006 On this the day of ,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.,Seaboard Surety Company,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. 6,#VE&� In Witness Whereof,I hereunto set my hand and official seal. TM ��(/�► C . My Commission expires the 30th day of June,2006. Marie C.Tetreault,Notary Public 58440-9-05 Printed in U.S.A. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company,Fidelity and Guaranty Insurance Company. Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, 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,which resolutions are now in full force and effect,reading as follows: RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her,and it is FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and scaled with the Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President, any Assistant Vice President,any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I,Kori M.Johanson,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, 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 do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is in full force and effect and has not been revoked. T, IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this day of 20 Kori M.Johans ,Assistant Secretary G I.SUA( StuzEly V4\RE 6wwny {��,N_�N,pG :��\NSUq`'e.. Jp�TY ANO µ\a SUR[ry �TYANQ U OP.POq�� (1 + MrARtDRAtED ` YL 4 P ( tLpx FORA m i W`�o0.PORATE O i J`. i ! `f •_ a HARTFORD, < 3 t1FRfFaR0.1'1 1 �c �a O 1951 N9O ps �t.SEALoSEALi3f CONN. o +• ! Ot To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www.stpaultravelersbond.com.Please refer to the Attorney-In-Fact number, the above-named individuals and the details of the bond to which the power is attached. T WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER III. PROJECT PROPOSAL CITY OF RENTON 6. CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT Certification with regard to the Performance of Previous Contracts or Sub-contracts subject to the Equal Opportunity Clause and the filing of Required Reports. .r. The bidder_X , proposed subcontractor hereby certifies that he has_, has not participated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders r 10925, 11114 or 11246, and that he has _, has not f', filed with the Joint Reporting Committee the Director of the Office of Federal Contract Compliance, A Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. �s r�r p WE RN PH T (Co , ,. i +�r JULY 12, 2006 PRESIDENT Date: (Title) r. Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7 (b) (1), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of$10,000 or under are exempt.) Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7 (b) (i) prevents the award of contracts and subcontractors unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highways Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. r1i► EQUAL.DOC//bh rr vwt rr 2006 STREET OVERLAY WITH CURB RAMPS viJIl. PROJECT PROPOSAL CITY OF RENTON CITY OF RENTON 7. Combined Affidavit and Certification form: Non-Collusion,Anti-Trust,and Minimum Wage (Non-Federal Aid) NON-COLLUSION AFFIDAVIT Being duly sworn,deposes and says, that he is the identical person who submitted the foregoing proposal or bid, and that ;uch bid is genuine and not sham or collusive or made in the interest or on behalf of any person not therein named, and 04'urther, that the deponent has not directly induced or solicited any other Bidder on the foregoing work or equipment to put in a sham bid, or any other person or corporation to refrain from bidding, and that deponent has not in any manner .ought by collusion to secure to himself or to any other person any advantage over other Bidder or Bidders. I AND CERTIFICATION RE: ASSIGNMENT OF >r. ANTI-TRUST CLAIMS TO PURCHASER Vendor and purchaser recognize that in actual economic practice overcharges resulting from anti-trust violations are in act usually borne by the purchaser. Therefor, vendor hereby assigns to purchaser any and all claims for such over- 'Charges as to goods and materials purchased in connection with this order or contract, except as to overcharges resulting from anti-trust violations commencing after the date of the bid, quotation, or other event establishing the price under this )rder or contract. In addition, vendor warrants and represents that such of his suppliers and subcontractors shall assign 01ny and all such claims to purchaser, subject to the aforementioned exception. AND Aa MINIMUM WAGE AFFIDAVIT FORM , the undersigned, having been duly sworn, deposed, say and certify that in connection with the performance of the work „.ef this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work; not less than the prevailing rate of wage or not less than the minimum rate of wages as specified in the principal ontract: that I have read the above and foregoing statement and certificate, know the contents thereof and the substance s set forth therein is true to my knowledge and belief. 'OR: NON COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER AND MINIMUM WAGE AFFIDAVIT 2006 STREET OVERLAY WITH CURB RAMPS Name of Project WESTERN ASPHALT, INC. ar Name of Bidder's Firm WILLIAM J. PETERSON Signature of Authorize e se ative of Bidder ubscribed and sworn to before me on this 12th +1 U �i 2006. 00 00° is i r the State of Washington Prt RTSRR ftf#me �tkpires: 1/20/2010 2006 STREET OVERLAY WITH CURB RAMPS I Olt�ttt O AK r M. PROJECT PROPOSAL CITY OF RENTON 8. FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE *Z -�o CITY OF RENTON FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE WESTERN ASPHALT, INC. hereby confirms and declares that Name of contractor/subcontractor/consultant) are I. It is the policy of WESTERN A4PNAT T, INC to offer equal (Name of contractor/subcontractor/consultant) ria opportunity to all qualified employees and applicants for employment without regard to the race,creed,color, sex,national origin,age,disability or veteran status. 11. WESTERN ASPHALT, INC. complies with all applicable (Name of contractor/subcontractor/consultant) federal, state and local laws governing non-discrimination in employment. 11. When applicable, WESTERN ASPAALT, INC. will seek out and (Name of contractor/subcontractor/consultant) negotiate with minority and women contractors for the award of subcontracts. rrr WILLIAM J. PETERSON Print Agent/Representative's Name r P T Pr' p ativ - s Sig ' ure 7/12/2006 Date Signed Instructions: This document MUST be completed by each contractor, subcontractor and consultant. Include or attach this document(s) with the contract. ra 2006 STREET OVERLAY WrM CURB RAMPS J:\STREET\PMS\2006\06 Contract\]4 FAIR.DOC dw III.PROJECT PROPOSAL CITY OF RENTON rwt 9.SUBCONTRACTOR LIST CAG-06-092 2006 STREET OVERLAY WITH CURB RAMPS RCW 39.30.060 requires that for all public works contracts exceeding $1,000,000 the bidder shall submit the names of all subcontractors whose subcontract amount exceeds ten percent (10%) of the contract price, and whose work involves either heating,air conditioning, ventilation,plumbing,or electrical. r If the subcontractors names are not submitted with the bid, or within 24 hours of the bid, the bid shall be considered nonresponsive and, therefore, void. Complete one of the following for contracts that exceed $1,000,000: A. There are no subcontractors proposed whose subcontract amount exceeds ten percent (10%) of the contract price. Name: Title: err Signature: B. The following subcontractor(s) subcontract amount exceeds 10 percent of the contract price: (list subcontractor and bid item) .�s Bid Item(s) 21,22,30,31 Subcontractor Name TYEE CONCRETE Art Address 6423 PACIFIC HWY EAST FIFE WA 98424 Phone No. 253 896-0658 State Contractor's License No. TYEECC1994K5 Bid Item(s) SCHEDULE A 9-13, SCHEDULE B 10-18 Subcontractor Name STRIPE RTTE1. Address PO BOX 1724, AUBURN, WA 98071 Phone No. 253 8330484 State Contractor's License No. STRIPRL121JM Bid Item(s) SCHEDULE A A6-A8 SCHEDULE B 5-9 „at Subcontractor Name CASCADE GROUT Address 19719 126TH STREET E SUMNER WA 98391 Phone No. 206 595 4572 State Contractor's License No. CASCACG962Q3 Bid Item(s) SCHEDULE A6-A8 SCHEDULE B4 Subcontractor Name PR SYSTEMS,INC. Address 8351- 30TH AVENUE NE, LACEY, WA 98516-2340 �s Phone No. 360 459 1613 State Contractor's License No. PRSYSI*099DM 2006 STREET OVERLAY WITH CURB RAMPS jAstreet\pms\2006\06 contract\06_sub_list.doc r�r Revised 7/2002 IV. CONTRACT DOCUMENT FORMS CITY OF RENTON fi INFORMATION ONLY IV CONTRACT DOCUMENT FORMS DOCUMENTS IN THE FOLLOWING FORM MUST BE EXECUTED AND SUBMITTED BY THE SUCCESSFUL BIDDER WITHIN TEN (10) DAYS FOLLOWING THE NOTICE OF AWARD. 2006 STREET OVERLAY WITH CURB RAMPS N. CONTRACT DOCUMENT FORMS CITY OF RENTON MCONTRACTS OTHER THAN FEDERAL-AID FHWA THIS AGREEMENT, made and entered into this day of , 2006 by and between THE CITY OF RENTON, Washington, a municipal corpora on of the State of Washington, hereinafter referred to as "CITY" and Western Ashphalt, Inc. , hereinafter referred to as "CONTRACTOR." WITNESSETH: V 1) The Contractor shall within the time stipulated, (to-wit: within 70 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. CAG-06-092 for improvement by construction and installation of Work as described in "Scope of Work"dated 6/30/2006 , 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 2006 STREET OVERLAY WITH CURB RAMPS �M IV. CONTRACT DOCUMENT FORMS CITY OF RENTON 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) das after the serving upon it of such notice of termination does not perform the Contract or does not commence performance thereof within thirty (30) days from the date of serving such notice, 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 �y 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 City of Renton will be named as Additional Insured(s) on (CONTRACTOR'S) policy, with that coverage being primary and non-contributory with any other policy(ies) available to the City. A copy of the endorsement shall be provided to the City. 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. Futhermore, 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 2006 STREET OVERLAY WITH CURB RAMPS t IV. CONTRACT DOCUMENT FORMS CITY OF RENTON officers or employees and provided further that if claims or suits are caused by or result from the concurrent negligence of(a)the Contractor's agents or employees and(b)the City, its agents, officers and employees, and involves those actions covered by RCW 4.24.115, this indemnity provision with respect to claims or suits based upon such concurrent negligence shall be valid and enforceable only to the extent of the Contractor's negligence or the negligence of the Contractor's agents or employees. 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 70 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. 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. 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. 2006 STREET OVERLAY WITH CURB RAMPS IV. CONTRACT DOCUMENT FORMS CITY OF RENTON 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 slim of $1,048,553.89 numbers ONE MILLION FORTY EIGHT THOUSAND FIVE HUNDRED FIFTY THREE DOLLARS AND written words EIGHTY NINE CENTS. which includes Washington State Sales Tax. Payments will be made to Contractor as specified in the "Special Provisions" of this Contract. IN WITNESS WHEREOF, the City has caused these presents to be signed by its Mayor and attested by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above-written. CITY OF RENTON P e a Mayor Kathy Keolker ATTEST L.�111_ Sec tary I V Bonnie I. Walton - _ -city Clerk dba WESTERN ASEMATT. TNV Firm Name check one ❑ Individual ❑ Partnership ® Corporation Incorporated in WASHINGTON rr Attention: If business is a CORPORATION, name of the corporation should be listed in full and both r 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. 2006 STREET OVERLAY WITH CURB RAMPS IV. CONTRACT FORMS CITY OF RENTON Bond #104775596 BOND TO THE CITY OF RENTON KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned Western Asphalt, Inc. Travelers Casualty and .Surety as principal, and .Company of America corporation organized and existing under the laws of the State of Connecticut 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$1,048,553.89-- for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or person representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinance of the City of Renton. Dated at Seattle ,Washington,this 7th day of August , 2006. Nevertheless,the conditions of the above obligation are such that: WHEREAS, under and pursuant to Public Works Construction Contract CAG-06-092 providing for construction of 2006 STREET OVERLAY WITH CURB RAMPS. the principal is required to furnish a bond for the faithful performance of the contract; and N WHEREAS, the principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth; NOW, THEREFORE, if the principal shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, subcontractors and materialmen, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold said City of Renton harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any subcontractor in the performance of said work, and shall indemnify and hold the City of Renton 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 Reni6ii:#]eii and in that event this obligation shall be void; but otherwise it shall be and remain in full Weer Travelers Casualty and Surety Company of ;Pri. Surety A — America Signature Holly E. Ulfers, Attorney-in-Fact A4 Title Title 2006 STREET OVERLAY WITH CURB RAMPS I<R WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER STPAUL POWER OF ATTORNEY rI TRAVELERS Farmington Casualty Company St.Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company p Seaboard Surety Company Travelers Casualty and Surety Company of America 1 St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company Attorney-In Fact No. 214743 Certificate No. 000352780 KNOW ALL MEN BY THESE PRESENTS:That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York,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 therein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint Mary A. Dobbs, David J. Forsyth, Steven W. Palmer, and Holly E. Ulfers of the City of Seattle 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 permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF,the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,this 22nd day of February 2006 Farmington Casualty Company St.Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company a Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company T Seaboard Surety Company Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company pA6u,� gGNTYp� SURE? °ARE"u„ .^"'^^.. ,.--•-w. , )' F 6y, �*N DNS +� INS "'q tY A ]F JP� NOS F �TY �1Y'1d� 3 C1 6 3 - 9@ rC00.PORAl'�t 3PU' .'L�," °j �CDBPOItA18) n ai Cam, iWi°OPPORFl 19 8 2 0 .927 '� NARTFORD, �'ti4fttFORD, �t < ORp .961 N i °} W CONN. CONN. R N 1896 jv *� �%,ti�o� �`SEAL,�o, .od:,SBAL:D 'm State of Connecticut By: City of Hartford S5. Gorge W ompson.Sen r Vic President On this the 22nd day of February 2006 fM 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.,Seaboard Surety Company,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. Cot In Witness Whereof,I hereunto set my hand and official seal.My Commission expires the 30th day of June,2006. * Marie C.Tetreault.Notary Public 58440-9-05 Printed in U.S.A. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER 4W WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, 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,which resolutions are now in full force and effect,reading as follows: RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President.the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President, any Assistant Vice President,any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. 1,Kori M.Johanson,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters, Inc.. Seaboard Surety Company, 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 do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said.Companies this-day of '20 Kori M.Johans Assistant Secretary Y SLWEI ....aE 0089 Y u1 4MPoga �' To�' f0 WCpIFORATED � r y 977 ,927 195 N 'o:� 1 sO SEALsf! *� `�OF N£R� To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www.stpaultravelersbond.com.Please refer to the Attorney-In-Fact number, the above-named individuals and the details of the bond to which the power is attached. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER Client#:23503 WESTEASP1 DATE AC40RDTM CERTIFICATE OF LIABILITY INSURANCE 07/26/7/26/M/DD/YYYY) 06 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ja�USI Northwest of Washington ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 1001 Fourth Avenue, Suite 1800 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Seattle,WA 98154 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 206 695-3100 INSURERS AFFORDING COVERAGE NAIC# . INSURED INSURER A: Continental Casualty Company 20427 Western Asphalt, Inc. INSURER B: American Casualty Company of Reading Maple Valley,WA 98038 Box INSURER c: Transportation Insurance Company Ma INSURER D: INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EFFECTIVE POLICY EXPIRATION LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MM, C; DATE MM/DD/YY LIMITS <; A GENERAL LIABILITY 2048340984 12/31/05 12/31/06 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED n $300,000 PREMISES(E.CLAIMS MADE Fx_]OCCUR MED EXP(Any one person) $5,000 X PD Ded:1,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,00 POLICY X PRO- JECT LOC B AUTOMOBILE LIABILITY 2048340404 12/31/05 12/31/06 COMBINED SINGLE LIMIT $1,000,000 X ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO - OTHER THAN EA ACC $ AUTO ONLY: AGG $ C EXCESS/UMBRELLA LIABILITY 2048528422 12/31/05 12/31/06 EACH OCCURRENCE s5,000,000 7X OCCUR FI CLAIMS MADE AGGREGATE $5,000,000 DEDUCTIBLE X RETENTION $10 000 $ A WORKERS COMPENSATION AND 2048340984 12/31/05 12/31/06 WC STATU- OTH- EMPLOYERS'LIABILITY WA Stop Gap Only ANY PROPRIETOR/PARTNER/EXECUTIVE p p y E.L.EACH ACCIDENT $1,000,000 OFF yes,describe and EXCLUDED? E.L.DISEASE-EA EMPLOYEE $1,000,000 It yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT S1.000.000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS 2006 Street Overlay with Curb Ramps; Project No. CAG-06-092.The City of Menton, its officers,officials, agents,employees and volunteers are vo?,Additional Insured and coverage is primary and non-contributory per attached endorsement.Waiver of subrogation applies to General Liability per attached endorsement. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION City of Renton DATE THEREOF,THE ISSUING INSURER WILL RAW0MRX4t MAIL A5_ DAYS WRITTEN Attn: Bill Wressell NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,J�}Qtjtq( K 1055 S Grady Way >aie�vraxMSeexas�xzaxxeNaxaaxx>� xx>cuoxx�axx>ttacstecxst�arattxoa�cx�(xx Renton,WA 98055 xruxxaor?xx/xxx AUTHORIZED REPRESENTATIVE 4CORD 25(2001108)1 of 2 #S192748/M173259 6CMJU © ACORD CORPORATION 1988 +wlr I� IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. A statement ' on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 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). DISCLAIMER ` The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. Crw tow ACORD 25-S(2001/08) 2 of 2 #S192748/M173259 G-1 7957-G `11111WIVA (Ed. 01/01) IMPORTANT: THIS ENDORSEMENT CONTAINS DUTIES THAT APPLY TO THE ADDITIONAL INSURED IN THE EVENT OF OCCURRENCE, OFFENSE, CLAIM OR SUIT. SEE PARAGRAPH C.1. OF THIS ENDORSEMENT FOR THESE DUTIES. ALSO, THIS ENDORSEMENT CHANGES THE CONTRACTUAL LIABILITY COVERAGE WITH RESPECTS TO THE "BODILY INJURY" OR "PROPERTY DAMAGE" ARISING OUT OF THE "PRODUCTS-COMPLETED OPERATIONS HAZARD". SEE PARAGRAPH B.3. OF THIS ENDORSEMENT FOR THIS COVERAGE CHANGE. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTOR'S SCHEDULED AND BLANKET ADDITIONAL INSURED ENDORSEMENT WITH LIMITED PRODUCTS-COMPLETED OPERATIONS COVERAGE This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: Designated Project: err As required by written contract All operations of the Named Insured or written agreement +fir (Coverage under this endorsement is not affected by an entry or lack of entry in the Schedule above.) ow A. WHO IS AN INSURED (Section II) is amended to coverage applies to liability resulting from the include as an insured any person or organization, sole negligence of the additional insured. including any person or organization shown in the 2. The Limits of Insurance applicable to the schedule above, (called additional insured) whom additional insured are those specified in the you are required to add as an additional insured on written contract or written agreement or in the this policy under a written contract or written Declarations of this policy, whichever is less. AW agreement; but the written contract or written These Limits of Insurance are inclusive of, and agreement must be: not in addition to, the Limits of Insurance shown 1. Currently in effect or becoming effective during in the Declarations. the term of this policy; and 3. The coverage provided to the additional insured 2. Executed prior to the "bodily injury," "property by this endorsement and paragraph f. of the damage," or"personal and advertising injury". definition of "insured contract' under DEFINITIONS (Section V) do not apply to B. The insurance provided to the additional insured is "bodily injury" or "property damage" arising out Aw limited as follows: of the "products-completed operations hazard" 1. That person or organization is an additional unless required by the written contract or insured solely for liability due to your negligence written agreement. When coverage does apply VW specifically resulting from "your work" for the to "bodily injury" or "property damage" arising additional insured which is the subject of the out of the "products-completed operations written contract or written agreement. No hazard"such coverage will not apply beyond: G-1 7957-G Page 1 of 2 (Ed. 01/01) +wrr G-1 7957-G ��A (Ed. 01/01) a. The period of time required by the written (1) Give written notice of an occurrence or contract or written agreement; or an offense to us which may result in a b. 5 years from the completion of "your work" claim or"suit" under this insurance; on the project which is the subject of the (2) Tender the defense and indemnity of written contract or written agreement, any claim or "suit" to any other insurer "M which also has insurance for a loss we whichever is less. cover under this Coverage Part; and `1'" 4. The insurance provided to the additional (3) Agree to make available any other r ' insured does not apply to "bodily injury," insurance which the additional insured "property damage," or"personal and advertising has for a loss we cover under this "o injury" arising out of an architect's, engineer's, Coverage Part. or surveyor's rendering of or failure to render any professional services including: f. We have no duty to defend or indemnify an wrr additional insured under this endorsement a. The preparing, approving, or failing to until we receive written notice of a claim or prepare or approve maps, shop drawings, "suit" from the additional insured. opinions, reports, surveys, field orders, change orders or drawings and 2. Paragraph 4.b. of the Other Insurance specifications; and Condition is deleted and replaced with the b. Supervisory, or inspection activities following: .rr performed as part of any related 4. Other Insurance architectural or engineering activities. b. Excess Insurance C. As respects the coverage provided under this This insurance is excess over any other endorsement, SECTION IV — COMMERCIAL insurance naming the additional GENERAL LIABILITY CONDITIONS are amended insured as an insured whether primary, as follows: excess, contingent or on any other 1. The following is added to the Duties In The basis unless a written contract or Event of Occurrence, Offense, Claim or Suit written agreement specifically requires r Condition: that this insurance be either primary or e. An additional insured under this primary and noncontributing. endorsement will as soon as practicable: wrr G-17957-G Page 2 of 2 (Ed. 01/01) 1�Y o City of Renton A + Human Resources & Risk Management Department • A Insurance Information Form FOR: 2006 STREET OVERLAY WITH CURB RAMPS PROJECT NUMBER: CAG-06-092 STAFF CONTACT: BILL WRESSELL Certificate pf Insurance indicates the coverages/limits specified in F71 Yes ❑ No contract? Are the following coverages and/or conditions in effect? 0 Yes ❑ No The Commercial General Liability policy form is an ISO 1993 ❑✓ Yes ❑ No Occurrence Form or Equivalent? Current ISO form CG0001 is 2004 (If no,attach a copy of the policy with required coverages clearly ` identified) CG 0043 Amendatory Endorsement provided?* ❑ Yes ✓❑ No Form CGO043 05/92 is obsolete.Its provisions General Aggregate provided on a "per project basis(CG2503)?* ❑✓ Yes ❑ No Were incorporated into err Additional Insured wording provided?* ✓❑ Yes ❑ No the 1996 and subsequent editions of the CG0001 Coverage on a primary basis and non-contributing basis?* 0 Yes ❑ No Waiver of Subrogation Clause applies?* ❑✓ Yes ❑ No Severability of Interest Clause(Cross Liability)applies? ❑✓ Yes ❑ No #4W Notice of Cancellation/Non-Renewal amended to 45 days?* ❑ Yes ❑ No *To be shown on certificate of insurance* AM BEST'S RATING FOR CARRIER 'f GL A XV Auto A XV Umb A XV Professional N/A +ice' This Questionnaire is issued as a matter of information. This questionnaire is not an insurance policy and does not amend, extend or alter the coverage afforded by the policies indicated on the attached CERTIFICATE OF +1rr INSURANCE. The CITY OF RENTON, at its option, shall obtain copies of the policies and/or specific declaration pages FROM awarded bidder prior to execution of contract. wtrr USI Northwest Colleen MacLafferty,Account Administrator Agency/Broker Comp leted By(Type or Print Name) 4W 10014th Avenue,Suite 1800 Seattle,WA 98154 Address mpleted By(Sig ature Colleen MacLafferty,Account Administrator 206-695-3100 Name of person to contact Telephone Number NOTE: THIS QUESTIONNAIRE MUST BE COMPLETED FOR EACH LINE OF COVERAGE AND ATTACHED TO CERTIFICATE OF INSURANCE +wir 2 6 ACORD .M CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YY) PRODUCER FAX THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURED INSURER A: INSURER B: INSURER C: . INSURER D: ' INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENTS,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,AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSH POLICY EFFECTIVE POLICY EXPIRATION LTR TYPE OF INSURANCE POLICY NUMBER DATE MM/DD/YY DATE MM/DD/YY LIMITED GENERAL LIABILITY a) EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY b) FIRE DAMAGE(Anyone fire $ 50,000 CLAIMS MADE ❑X OCCUR c) MED EXP(Any one person) $ 5,000 d) PERSONAL&ADV INJURY $ 1,000,000 GENL AGGREGATE LIMIT APPLIES PER: e) GENERAL AGGREGATE $ 2,000,000 ❑ POLICY ❑PROJECT ❑LOC I) PRODUCTS-COMP/OP AGG $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT X ANY AUTO a) (Ea accident) $ 1,000,000 ALL OWNED AUTOS SCHEDULED AUTOS b i ) (Per ODILY INJURY $ HIRED AUTOS P ) NON-OWNED AUTOS C) BODILY INJURY (Per accident) $ d) PROPERTY DAMAGE (Per accident) 1 $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ❑ ANY AUTO N/A OTHER THAN EA ACC AUTO ONLY: AGG $ EXCESS LIABILITY EACH OCCURRENCE ❑OCCUR ❑CLAIMS MADE AGGREGATE ❑DEDUCTIBLE RETENTION $ $ WORKERS COMPENSATION AND . WC LIMIT OTH- EMPLOYERS'LIABILITY TORY LIMITS' ER_ E.L.EACH ACCIDENT $ E.L.DISEASE-EA EMPLOYEE $ E.L.DISEASE-POLICY LIMIT $ OTHER : A, DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS City of Renton is named as an additional insured 6 CERTIFICATE HOLDER 0 ADDITIONAL INSURED;INSURER LETTER: CANCELLATION € SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELED BEFORE City of Renton THE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL MAIL Attn: Bill Wressell 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO 3555 NE 2nd St. THE LEFT. Renton, WA 98056 AUTHORIZED REPRESENTATIVE i POLICY NUMBER: COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization r (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended-to include as an insured the person or organization shown in the Schedule but only with respect to liability arising out of your ongoing operations performed for that insured. fir CG 20 10 03 97 Owners, Lessees, or Contractors SAMPLE No Completed Operations WCIA Insurance Requirements �r r t Insurance Requirements For the City of Renton Please provide this document to your insurance agent rThe City of Renton requires the industry standard: • $1,000,000 Commercial General Liability, with $2,000,000 in the aggregate • $1,000,000 Auto Liability (Needed if a vehicle will be used in performance of work. This would include delivery of products to worksite) • $1,000,000 Excess Liability (if specified in contract) • Proof of Workers' Compensation coverage (provide the number) • $1,000,000 Professional Liability (if specified in contract) Requirements unique to the City o f Renton: 0 Name the City of Renton as an Additional Insured and provide the endorsement page from the policy • Modify the cancellation clause to state: "Should any of the above described policies be canceled before the expiration date thereof, the issuing company will mail 45 days written i notice to the certificate holder to the left." • Put descriptive text of the project in the "Description of Operations" box • The certificate holder must read: City of Renton r ATTN: {City project manager name/dept provided by your insured} {Address provided by your insured} {City, State, Zip} r r CITY OF RENTON CONSTRUCTION CONTRACTS INSURANCE AND RELATED REQUIREMENTS MINIMUM INSURANCE COVERAGES AND REQUIREMENTS • The(CONTRACTOR)shall obtain and maintain the minimum insurance coverages set forth below.,By requiring �. such minimum insurance, CITY OF RENTON shall not be deemed or construed to have assessed the risks that may be applicable to the (CONTRACTOR) under Contract Number CAG-06-092. The(CONTRACTOR)shall assess its own risks and if it deems appropriate and/or prudent,maintain higher limits and/or broader coverages. Coverages (1) Commercial General Liability-ISO 1993 Form or equivalent. Coverage to include: • Premises and Operations • Explosion,Collapse and Underground Hazards • Products/Completed Operations • Contractual Liability (including Amendatory Endorsement CG 0043 which includes defense coverage assumed under contract) • Broad Form Property Damage • Independent Contractors • Personal/Advertising Injury • Stop Gap Liability (2) Automobile Liability including all • Owned Vehicles • Non-Owned Vehicles • Hired Vehicles (3) Workers'Compensation • Statutory Benefits(Coverage A) -Show WA L&I Number (4) Umbrella Liability • Excess of Commercial General Liability and Automobile Liability. Coverage should be as broad as primary. (5) Professional Liability - (whenever the work under this Contract includes Professional Liability, including Advertising activities) the (CONTRACTOR) shall maintain professional liability covering- wrongful acts,errors and/or omissions of the(CONTRACTOR) for damage sustained by reason of or in the course of operations under this Contract. (6) Pollution Liability - the City may require this coverage whenever work under this Contract involves pollution risk to the environment. This coverage is to include sudden and gradual coverage for third party liability including defense costs and completed operations. r 1 Insurancepk.doc\ r+ LIMITS REQUIRED The(CONTRACTOR)shall carry the following limits of liability as required below: Commercial General Liability General Aggregate* $ 2,000,000 ill 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) Automobile Liability Bodily Injury/Property Damage $ 1,000,000 1 (Each Accident) Workers'Compensation Coverage A(Workers'Compensation):Show WA L&I Number Umbrella Liability Each Occurrence Limit - $ 1,000,000 General Aggregate Limit $ 1,000,000 l 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 keep this policy in effect for up to two(2)years after completion of the project) Pollution Liability(If required) To apply on a per project basis Per Loss $ 1,000,000 Aggregate $ 1,000,000 it ( Insurancepk.doc\ I x 6 1 ADDITIONAL REQUIREMENTS (CONTRACTOR) shall Name CITY OF RENTON, and its officers, officials, agents, employees and volunteers as Additional Insureds(ISO Form CG 2010 or equivalent). (CONTRACTOR) shall provide CITY OF RENTON Certificates of Insurance and copies of policies, if requested, prior to commencement of work. Further, all policies of insurance described above shall: 1) Be on a primary basis nor contributory with any other insurance coverages and/or self-insurance carried by CITY OF RENTON. 2) Include a Waiver of Subrogation Clause. 3) Severability of Interest Clause(Cross Liability) 4) Policy may not be non-renewed, cancelled 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. The (CONTRACTOR).shall promptly advise the CITY OF RENTON in the event any general aggregates are reduced for any reason, and shall reinstate the aggregate and the(CONTRACTOR'S) expense to comply with the minimum limits and requirements as stated above and shall furnish to the CITY OF RENTON a new certificate of insurance showing such coverage is in force. The CITY OF RENTON may require the CONTRACTOR to keep Professional Liability coverage in effect for two(2)years after completion of the project. L L L L L r Insurancepk.doc\ L V. CONTRACT SPECIFICATIONS CITY OF RENTON err r ,rr wr r V CONTRACT SPECIFICATIONS 2006 STREET OVERLAY WITH CUB RAMPS V-1 a�u vw .. City of Renton 2006 STREET OVERLAY �. WITH CURB RAMPS aw Aw SPECIAL PROVISIONS #w Aw ti O NT .� Washington State Department of Transportation rnr -,' IAmerican Public Works Association Washington State Chapter r �r ow .. .., SPECIAL PROVISIONS 2006 STREET OVERLAY WITH CURB RAMPS .rr vrr CITY OF RENTON STANDARD SPECIFICATIONS The City of Renton Standard Specifications for Municipal Construction (hereafter re- ferred to as The Renton Standards) shall apply to all work performed within the public right- of-way by, or for, the City of Renton; or work performed as an extension, betterment or addi- tion to any of the City's utility, or transportation systems. The Renton Standards are comprised of the following documents: Standard Specifications The Standard Specifications are "The 2006 Standard Specifications for Road, Bridge, and Municipal Construction (English)" published by the Washington State Department of Transportation and the American Public Works Association, Washington Chapter. WSDOT Amendments WSDOTAmendments are changes to the Standard Specifications published on a quarterly basis by WSDOT. The included Index to Amendments lists all amendments received by the time of publication of this document. .� Standard Plans The Standard Plans are selected pages of "The Standard Plans for Road and Bridge Construction" as published by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, adopted by the City of Renton, and bound together with those standard plans created by the City of Renton. An appendix contains the original WSDOT/APWA index showing the disposition (Adopted, Re- placed, or Deleted) of all original pages. dw w AN * 2006 OVERLAY JASTREET\PMS\2006\06 Contract\05photospc.doc 2006 STREET OVERLAY WICH CURB RAMPS +rr aw SPECIAL PROVISIONS 2006 STREET OVERLAY WITH CURB RAMPS am INTRODUCTION TO THE SPECIAL PROVISIONS No The following Special Provisions shall be used in conjunction with the Standard Specifications for Road, Bridge and Municipal Construction, 2006 English edition, as amended, as issued by the Washington State Department of Transportation and American Public Works Association, Washing- ton State Chapter(hereafter"Standard Specifications"). .. The Renton Standards, except as they may be modified or superseded by these Special Provisions, shall govern all phases of work under this contract, and they are by reference made an integral part of these Special Provisions as if herein fully set forth. .w. DESCRIPTION OF WORK w. This project provides for the improvement of Overlay of streets within the City of Renton at various locations, all in accordance with the attached Plans, these Special Provisions, and the Standard Specifications. aw Each item in these Specifications signifies the source that wrote the item in parentheses following the listing of the section number and title: «r (APWA) Signifies an item taken verbatim from the Division 1 APWA Supplement to the 1996 Standard Specifications. (SA) Signifies an amendment produced by WSDOT and adopted verbatim by the City of Renton, and shown for the sake of clarity or ease of use, when those Amend- ments are closely associated with Renton Changes (RC). Otherwise WSDOT Amendments are not shown in this document except for their listing in the Index to Amendments. (RC) Signifies an item produced by the City of Renton or an APWA or State Amend- ment that has been rewritten by Renton. Those documents listed above shall govern all work, except as these standards may be modified or superseded by project-specific plans, special provisions or other documents officially approved by the City of Renton. w. All work within the public right-of-way performed by other agencies or private parties working under permit authority of the City of Renton shall follow these standards with the exception of those re- ,,, quirements which pertain to payment and financing. wrw ,w. J:\STREETRPMS\2006\06 Contract\05photospc.doc 2006 STREET OVERLAY WITH CURB RAMPS aw *M Nm *w Yrr viw MW err i1w SPECIAL PROVISIONS dw ow 40 ON am aw ow 1 SPECIAL PROVISIONS ow 2 3 4 1-01 DEFINITIONS AND TERMS 4. 5 6 1-01.1 General 7 Section 1-01.1 is supplemented with: .. 8 (******) 9 Whenever reference is made to the State, Commission, Department of Transportation, 10 Secretary of Transportation, Owner, Contracting Agency or Engineer, such reference shall be 11 deemed to mean the City of Renton acting through its City Council, employees, and duly No 12 authorized rep'resentatives for all contracts,administered by the City of Renton. 13 14 1-01.3 Definitions go 15 Section 1-01.3 is revised and supplemented by the following: 17 Act of god 18 "Act of God" means an earthquake, flood, cyclone, or other cataclysmic phenomenon of ar 19 nature. A rain, windstorm, high water or other natural phenomenon of unusual intensity for 20 the specific locality of the work, which might reasonably have been anticipated from 21 historical records of the general locality of the work, shall not be construed as an act of god. 22 "' 23 Consulting Engineer 24 The Contracting Agency's design consultant, who may or may not administer the 25 construction program for the Contracting Agency. 26 27 Contract Price 28 Either the unit price, the unit prices, or lump sum price or prices named in the proposal, or in 29 properly executed change orders. �s 30 31 Day 32 Unless otherwise designated, day(s) as used in the Contract Documents, shall be 33 understood to mean working days. rr 34 35 Engineer 36 The City Engineer or duly authorized representative who is a currently licensed registered aw 37 engineer in the State of Washington, or an authorized member of a licensed consulting firm 38 retained by Owner for the construction engineering of a specific public works project. 39 40 Inspector r 41 Owner's authorized representative assigned to make necessary observations of the work 42 performed or being performed, or of materials furnished or being furnished by Contractor. 43 44 Or Equal 45 Where the term "or equal" is used herein, the Contracting Agency, or the Contracting Agency 46 on recommendation of the engineer, shall be the sole judge of the quality and suitability of 47 the proposed substitution. 48 The responsibility and cost of furnishing necessary evidence, demonstrations, or other 49 information required to obtain the approval of alternative materials or processes by the 50 Owner shall be entirely borne by the Contractor. 51 .r 52 Owner 53 The City of Renton or its authorized representative also referred to as Contracting Agency, 54 55 Performance and Payment Bond 56 Same as "Contract Bond" defined in the Standard Specifications. 57 58 Plans ow RENTON GSPS 1 1 The contract plans and/or standard plans which show location, character, and dimensions of as 2 prescribed work including layouts, profiles, cross-sections, and other details. Drawings may 3 either be bound in the same book as the balance of the Contract Documents or bound in 4 separate sets, and are a part of the Contract Documents, regardless of the method of 5 binding. The terms "Standard Drawings" or "Standard Details" generally used in +rii' 6 specifications refers to drawings bound either with the specification documents or included 7 with the Plans or the City of Renton Standard Plans. 8 , 9 Points 10 Wherever reference is made to Engineer's points, this shall mean all marks, bench marks, 11 reference points, stakes, hubs, tack, etc., established by Engineer for maintaining horizontal 12 and vertical control of the work. err 13 14 Provide 15 Means "furnish and install" as specified and shown in the Plans. 16 17 Secretary, Secretary of Transportation 18 The chief executive officer of the Department and other authorized representatives. The 19 chief executive officer to the Department shall also refer to the Department of 20 Planning/Building/Public Works Administrator. 21 22 Shop Drawings 23 Same as "Working Drawings" defined in the Standard Specifications. „ 24 25 Special Provisions 26 Modifications to the standard specifications and supplemental specifications that apply to an 27 individual project. The special provisions may describe work the specifications do not cover. to 28 Such work shall comply first with the special provisions and then with any specifications that 29 apply. The Contractor shall include all costs of doing this work within the bid prices. 30 31 State 32 The state of Washington acting through its representatives. The State shall also refer to The 33 City of Renton and its authorized representatives where applicable. 34 `r 35 Supplemental Drawings and Instructions 36 Additional instructions by Engineer at request of Contractor by means of drawings or 37 documents necessary, in the opinion of Engineer, for the proper execution of the work. Such 38 drawings and instructions are consistent with the Contract Documents. 39 40 Utility 41 Public or private fixed improvement for the transportation of fluids, gases, power, signals, or 42 communications and shall be understood to include tracks, overhead and underground 43 wires, cables, pipelines, conduits, ducts, sewers, or storm drains. 44 45r 46 1-02 BID PROCEDURES AND CONDITIONS 47 48 1-02.6 Preparation of Proposal 49 The third paragraph is revised as follows: 50 (...* -) 51 All prices shall be in legible figures and words written in ink or typed. The proposal shall 52 include: 53 1. A unit price for each item (omitting digits more than four places to the right of the 54 decimal point), each unit price shall also be written in words; where a conflict arises the 55 written words shall prevail. V, 56 57 1-02.6(1) is a new section. 58 (** ***) RENTON GSPS 2 1 1-02.6(1) Proprietary Information 2 Vendors should, in the bid proposal, identify clearly any material(s) which constitute 3 "(valuable) formula, designs drawings, and research data" so as to be exempt from 4 public disclosure, RCW 42.17.310, or any materials otherwise claimed to be exempt, w 5 along with a Statement of the basis for such claim of exemption. The Department (or 6 State) will give notice to the vendor of any request for disclosure of such information 7 received within 5 (five) years from the date of submission. Failure to so label such 8 materials or failure to timely respond after notice of request for public disclosure has .. 9 been given shall be deemed a waiver by the submitting vendor of any claim that such 10 materials are, in fact, so exempt., 11 12 1-02.12 Public Opening of Proposals '13 Section 1-02.12 is supplemented with the following: 15 The Contracting Agency reserves the right to postpone the date and time for bid opening. w 16 Notification to bidder will be by addenda. 17 18 1-03 AWARD AND EXECUTION OF CONTRACT w 19 20 1-03.1 Consideration of bids 21 Section 1-03.1 is supplemented with the following: 22 (******) 00 23 All bids will be based on total sum of all schedules of prices. No partial bids will be accepted 24 unless so stated in the call for bids or special provisions. The City reserves the right however 25 to award all or any schedule of a bid to the lowest bidder at its discretion. 26 . 27 1-03.2 Award of Contract 28 Section 1-03.2 is supplemented with the following: 29 (******) 30 The contract, bond form, and all other forms requiring execution, together with a list of all 31 other forms or documents required to be submitted by the successful bidder, will be 32 forwarded to the successful bidder within 10 days of the award. The number of copies to be 33 executed by the Contractor shall be determined by the Contracting Agency. 34 - 35 1-03.3 Execution of Contract 36 Section 1-03.3 is revised and supplemented as follows: 37 (******) w 38 Within 10 calendar days after receipt from the City of the forms and documents required to 39 be completed by the Contractor, the successful bidder shall return the signed Contracting 40 Agency-prepared contract, an insurance certification as required by Section 1-07.18, and a �r. 41 satisfactory bond as required by law and Section 1-03.4. Before execution of the contract by 42 the Contracting Agency, the successful bidder shall provide any pre-award information the 43 Contracting Agency may require under Section 1-02.15. A A �+1+ 45 Until the Contracting Agency executes a contract, no proposal shall bind the Contracting 46 Agency nor shall any work begin within the project limits or within Contracting Agency- 47 furnished sites. The Contractor shall bear all risks for any work begun outside such areas 48 and for any materials ordered before the contract is executed by the Contracting Agency. 49 50 If the bidder experiences circumstances beyond their control that prevents return of the 51 contract documents within 10 calendar days after the award date, the Contracting Agency .. 52 may grant up to a maximum of 10 additional calendar days for return of the documents, 53 provided the Contracting Agency deems the circumstances warrant it. 54 55 The Contracting Agency is prohibited by RCW 39.06.010 from executing a contract with a aw 56 Contractor who is not registered or licensed as required by the laws of the state. In addition, 57 the Contracting Agency requires persons doing business with the Contracting Agency to 58 possess a valid City of Renton business license prior to award. . 59 r IM RENTON GSPS 3 wr 1 When the Bid Form provides spaces for a business license number, a Washington State 2 Contractors registration number, or both the Bidder shall insert such information in the 3 spaces provided. The Contracting Agency requires legible copies of the Contractor's 4 Registration and business license be submitted to the Engineer as part of the Contracting 5 Agency's post-award information and evaluation activities. 00 6 7 1-04 SCOPE OF WORK 8 Section 1-04 is supplemented by adding the following: 46 9 (******) 10 The intent of the contract covered by these specifications is to provide a minimum of 2 11 inches compacted depth of HMA Class '/z" PG 64722 asphalt concrete:pavement at various to 12 locations, which are shown on the attached drawings. Channelization shall be installed on 13 some of these streets per plans. All work required to complete the project specified herein, 14 but not specifically mentioned on the plans and specifications, shall be performed by the err 15 contractor and shall be considered as incidental to the construction, and all costs therefore 16 shall be included in the unit contract price. Due to restrictions some portions of this contract 17 may be deleted or added. +r11110 18 19 There must, at all times, be materials on the job site to handle any and all hazardous 20 material spills, caused by the contractor, such as tack, oils, diesel, etc.. Materials would 21 include, but not be limited to, oil absorbent pads and "kitty litter". The Contractor must 22 supply said materials at his expense and, in the event of a spill, be responsible for proper 23 cleanup and legal disposal of contaminated or hazardous materials. +r 24 25 The Contractor must contact the City's inspector by 7:00 a.m. each morning to inform him 26 when and where the contractor's crew will be working that day. 27 28 29 1-04.2 Coordination of Contract Documents, Plans, Special Provisions 30 Specifications, and Addenda , 31 Revise the second paragraph to read: 32 (******) 33 Any inconsistency in the parts of the contract shall be resolved by following this order of 34 precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): to 35 1. Addenda, 36 2, Proposal Form, 37 3. Special Provisions, 38 4. Contract Plans, 39 5. Amendments to Division 1-99 APWA Supplement 40 6. Amendments to the Standard Specifications, 41 7. Division 1-99 APWA Supplement 42 8. WSDOT/APWA Standard Specifications for Road, Bridge and Municipal 43 Construction 44 9. Contracting Agency's Standard Plans (if any) 45 10. WSDOT/APWA Standard Plans for Road, Bridge and Municipal Construction 46 47 Section 1-04.3 is a new section: 48 (******) 49 1-04.3 Contractor-Discovered Discrepancies 9* 50 Upon receipt of award of contract, Contractor shall carefully study and compare all the 51 components of the Contract Documents and other instructions, and check and verify all field 52 measurements. Contractor shall, prior to ordering material or performing work, report in 53 writing to Engineer any error, inconsistency, or omission in respect to design or mode of w 54 construction, which is discovered. If Contractor, in the course of this study or in the 55 accomplishment of the work, finds any discrepancy between the Plans and the physical 56 condition of the locality as represented in the Plans, or any such errors or omissions in RENTON GSPS 4 1 respect to design or mode of construction in the Plans or in the layout as given by points and MW 2 instructions, it shall be Contractor's duty to inform Engineer immediately in writing, and 3 Engineer will promptly check the same. Any work done after such discovery, until correction 4 of Plans or authorization of extra work is given, if Engineer finds that extra work is involved, 5 will be done at Contractor's risk. If extra work is involved, the procedure shall be as provided 6 in Section 1-04.4 of the Standard Specifications. 7 8 1-04.4 Changes �. 9 The last two paragraphs are replaced with the following: 11 Renton does not have a formal policy or guidelines on cost reduction alternatives, but will 12 evaluate such proposals by the Contractor on a case-by-case basis. 13 14 i-04.8 Progress Estimates and Payments 15 Section 1-04.8 is supplemented as follows: 17 The Contractor is encouraged to provide to the Engineer prior to progress payments an 18 estimate of lump sum work accomplished to date. The Engineer's calculations and decisions 19 shall be final in regard to the actual percentage of any lump sum pay item accomplished and w. 20 eligible for payment unless another specific method of calculating lump sum payments is 21 provided elsewhere in the specifications. 22 23 1-04.11 Final Cleanup 24 Section 1-04.11 is supplemented as follows: 25 (******) 26 All salvage material as noted on the plans and taken from any of the discarded facilities 27 shall, at the engineer's discretion, be carefully salvaged and delivered to the City shops. 28 Any cost incurred in salvaging and delivering such items shall be considered incidental to the 29 project and no compensation will be made. 30 r 31 The contract price for "Finish and Cleanup, lump sum," shall be full compensation for all 32 work, equipment and materials required to perform final cleanup. If this pay item does not 33 appear in the contract documents then final clean up shall be considered incidental to the 34 contract and to other pay item and no further compensation shall be made. .r 35 36 1-05 CONTROL OF WORK MW 37 38 1-05.4 Conformity With and Deviation from Plans and Stakes 39 Section 1-05.4 is supplemented with the following: 40 (******) r 41 If the project calls for Contractor supplied surveying, the Contractor shall provide all required 42 survey work, including such work as mentioned in Sections 1-05.4(1) and 1-05.4(2), 1-11 43 and elsewhere in these specifications as being provided by the Engineer. All costs for this 44 survey work shall be included it i "Contractor Supplied Surveying," per lump sum. "' 45 46 The Engineer or Contractor supplied surveyor will provide construction stakes and marks 47 establishing lines, slopes, and grades as stipulated in Sections 1-05.4 and will perform such rr 48 work per Section 1-11. The Contractor shall assume full responsibility for detailed 49 dimensions, elevations, and excavation slopes measured from the Engineer or Contractor 50 supplied surveyor furnished stakes and marks. 51 00 52 The Contractor shall provide a work site which has been prepared to permit construction 53 staking to proceed in a safe and orderly manner. The Contractor shall keep the Engineer or 54 Contractor supplied surveyor informed of staking requirements and provide at least 48 hours 55 notice to allow the Engineer or Contractor supplied surveyor adequate time for setting VM 56 stakes. 57 58 The Contractor shall carefully preserve stakes, marks, and other reference points, including g, 59 existing monumentation, set by Contracting Agency forces. The Contractor will be charged aw RENTON GSPS 5 wo 1 for the costs of replacing stakes, markers and monumentation that were not to be disturbed 2 but were destroyed or damaged by the Contractor's operations. This charge will be deducted 3 from monies due or to become due to the Contractor. 4 5 Any claim by the Contractor for extra compensation by reason of alterations or 6 reconstruction work allegedly due to error in the Engineer's line and grade, will not be 7 allowed unless the original control points set by the Engineer still exist, or unless other 8 satisfactory substantiating evidence to prove the error is furnished the Engineer. Three 9 consecutive points set on line or grade shall be the minimum points used to determine any ar 10 variation from a straight line or grade. Any such variation shall, upon discovery, be reported 11 to the Engineer. In the absence of such report the Contractor shall be liable for any error in 12 alignment or grade. 13 ° 14 The Contractor shall provide all surveys required other than those to be performed by the 15 Engineer. All survey work shall be done in accordance with Section 1-11 SURVEYING 16 STANDARDS of these specifications. irr 17 18 The Contractor shall keep updated survey field notes in a standard field book and in a format 19 set by the Engineer, per Section 1-11.1(4). These field notes shall include all survey work 20 performed by the Contractor's surveyor in establishing line, grade and slopes for the w 21 construction work. Copies of these field notes shall be provided the Engineer upon request 22 and upon completion of the ,contract work the field book or books shall be submitted to the 23 Engineer and become the property of the Contracting Agency. 24 25 If the survey work provided by the Contractor does not meet the standards of the Engineer, 26 then the Contractor shall, upon the Engineer's written request, remove the individual or 27 individuals doing the survey work and the survey work will be completed by the Engineer at 00 28 the Contractor's expense. Costs for completing the survey work required by the Engineer will 29 be deducted from monies due or to become due the Contractor. 30 31 All costs for survey work required to be performed by the Contractor shall be included in the 00 32 prices bid for the various items which comprise the improvement or be included in the bid 33 item for "Contractor Supplied Surveying" per lump sum if that item is included in the 34 contracts. 35 36 Section 1-05.4(3) is a new section: 37 (******) 38 1-05.4(3) Contractor Supplied Surveying , 39 When the contract provides for Contractor Supplied Surveying, the Contractor shall 40 supply the survey work required for the project. The Contractor shall retain as a part of 41 the Contractor Organization an experienced team of surveyors under the direct 42 supervision of a professional land surveyor licensed by the State of Washington. All 43 survey work shall be done in accordance with Sections 1-05.4 and 1-11. 44 45 The Contractor and/or Surveyor shall inform the Engineer in writing of any errors, 46 discrepancies, and omissions to the plans that prevent the Contractor and/or Surveyor ► 47 from constructing the project in a manner satisfactory to the Engineer. All errors, 48 discrepancies, and omissions must be corrected to the satisfaction of the Engineer 49 before the survey work may be continued. 50 51 The Contractor shall coordinate his work with the Surveyor and perform his operations 52 in a manner to protect all survey stakes from harm. The Contractor shall inform the 53 Surveyor of the Contractor's intent to remove any survey stakes and/or points before g► 54 physically removing them. 55 56 The surveyor shall be responsible for maintaining As-Built records for the project. The 57 Contractor shall coordinate his operations and assist the Surveyor in maintaining 58 accurate As-Built records for the project. 59 dill RENTON GSPS 6 1 If the Contractor and Surveyor fail to provide, as directed by the Engineer and/or these 2 plans and specifications, accurate As-Built records and other work the Engineer deems 3 necessary, the Engineer may elect to provide at Contractor expense, a surveyor to 4 provide all As-Built records and other work as directed by the Engineer. The Engineer 5 shall deduct expenses incurred by the Engineer-supplied surveying from moneys owed 6 to the Contractor. 7 8 Payment per Section 1-04.1 for all work and materials required for the full and complete 9 survey work required to complete the project and as-built drawings shall be included in 10 the lump sum price for"Contractor Supplied Surveying." 11 12 Section 1-05.4(4) is a new section: 14 1-05.4(4) Contractor Provided As-Built Information ' 15 It shall be the contractor's responsibility to record the location prior to the backfilling of 16 the trenches, by centerline station, offset, and depth below pavement, of all existing 17 utilities uncovered or crossed during his work as covered under this project. 18 19 It shall be the contractor's responsibility to have his surveyor locate by centerline 20 station, offset and elevation each major item of work done under this contract per the 21 survey standard of Section 1-11. Major items of work shall include but not be limited to: 22 Manholes, Catch basins and Inlets, Valves, vertical and Horizontal Bends, Junction 23 boxes, Cleanouts, Side Sewers, Street Lights & Standards, Hydrants, Major Changes in 24 Design Grade, Vaults, Culverts, Signal Poles, and Electrical Cabinets. 25 26 After the completion of the work covered by this contract, the contractors surveyor shall 27 provide to the City the hard covered field book(s) containing the as-built notes and one 28 set of white prints of the project drawings upon which he has plotted the notes of the 29 contractor locating existing utilities, and one set of white prints of the project drawings 30 upon which he has plotted the as-built location of the new work as he recorded in the +� 31 field book(s). This drawing shall bear the surveyors seal and signature certifying its 32 accuracy. 33 34 All costs for as-built work shall be included in the contract item "Contractor Supplied W"' 35 Surveying," lump sum. 36 37 1-05.7 Removal of Defective and Unauthorized Work wo 38 Section 1-05.7 is supplemented as follows: 39 (******) 40 Contractor shall promptly replace and re-execute work by Contractor forces, in accordance 41 with the intent of the Contract and without expense to Owner, and shall bear the expense of 4W 42 making good all work of other contractors destroyed or damaged by such removal or 43 replacement. 44 45 if Contractor does not remove such condemned work and materials and commence re- '�' 46 execution of the work within 7 calendar days of notice from Engineer, Owner may correct the 47 same as provided in the Standard Specifications. In that case, Owner may store removed 48 material. a, 49 50 If Contractor does not pay the cost of such removal and storage within 10 calendar days 51 from the date of the notice to Contractor of the fact of such removal, Owner may, upon an 52 additional 10 calendar days' written notice, sell such materials at public or private sale, and 53 deduct all costs and expenses incurred from moneys due to Contractor, including costs of 54 sale, and accounting to Contractor for the net proceeds remaining. Owner may bid at any 55 such sale. Contractor shall be liable to Owner for the amount of any deficiency from any 56 funds otherwise due Contractor. 57 58 59 1-05.11(3) Operational Testing 60 Section 1-05.11(3) is supplemented as follows: RENTON GSPS 7 trr 2 Unless otherwise noted in the Contract Documents, Contractor shall give Engineer a 3 minimum of 3 working days' notice of the time for each test and inspection. If the inspection 4 is by another authority than Engineer, Contractor shall give Engineer a minimum of 3 5 working days' notice of the date fixed for such inspection. Required certificates of inspection 6 by other authority than Engineer shall be secured by Contractor. 7 8 1-05.14 Cooperation with Other Contractors 9 Section 1-05.14 is supplemented as follows: 10 (******) 11 Contractor shall afford Owner and other contractors working in the area reasonable 12 opportunity for,the introduction and storage of their materials and the execution of their up 13 respective work and shall properly connect and coordinate Contractor's work with theirs. 14 15 Other utilities, districts, agencies, and contractors who may be working within the project 16 area are: 17 18 1. Puget Sound Energy (gas and electric) 19 2. AT&T Broadband 20 3. QWEST Communications 21 4. City of Renton (water, sewer, transportation) 22 5. Soos Creek Water District 23 6. Private contractors employed by adjacent property owners 24 25 The Contractor shall coordinate with City of Renton on tying into any existing electrical 26 service cabinet. 27 " 28 1-05.18 Contractor's Daily Diary 29 Section 1-05.18 is a new section: 30 ******� ■r 31 32 Contractor and subcontractors shall maintain and provide to Engineer a Daily Diary Record 33 of this Work. This Diary will be created by pen entries in a hard-bound diary book of the type 34 that is commonly available through commercial outlets. The Diary must contain the Project 35 and Number; if'the Diary is in loose-leaf form, this information must appear on every page. 36 The Diary must be kept and maintained by Contractor's designated project 37 superintendent(s). Entries must be made on a daily basis and must accurately represent all 38 of the project activities on each day. 39 40 At a minimum, the diary shall show on a daily basis: 41 1. The day and date. 42 2. The weather conditions, including changes throughout the day. 43 3. A complete description of work accomplished during the day with adequate 44 references to the Plans and Contract Provisions so that the reader can easily and 45 accurately identify said work in the Plans. identify location/description of 46 photographs or videos taken that day. 47 4. An entry for each and every changed condition, dispute or potential dispute, 48 incident, accident, or occurrence of any nature whatsoever which might affect 49 Contractor, Owner, or any third party in any manner. to 50 5. Listing of any materials received and stored on- or off-site by Contractor for future 51 installation, to include the manner of storage and protection of the same. 52 6. Listing of materials installed during each day. 53 7. List of all subcontractors working on-site during each day. ` 54 8. Listing of the number of Contractor's employees working during each day by 55 category of employment. 56 9. Listing of Contractor's equipment working on the site during each day. Idle 57 equipment on the site shall be listed and designated as idle. 58 10. Notations to explain inspections, testing, stake-out, and all other services furnished 59 by Owner or other party during each day. of RENTON GSPS 8 1 11. Entries to verify the daily (including non-work days) inspection and maintenance of 2 traffic control devices and condition of the traveled roadway surfaces. Contractor 3 shall not allow any conditions to develop that would be hazardous to the public. 4 12. Any other information that serves to give an accurate and complete record of the 5 nature, quantity, and quality of Contractor's progress on each day. 6 13. Plan markups showing locations and dimensions of constructed features to be used 7 by Engineer to produce record drawings. 8 14. All pages of the diary must be numbered consecutively with no omissions in page .r 9 numbers. 10 15. Each page must be signed and dated by Contractor's official representative on the 11 project. 1 13 Contractor may use additional sheets separate from the diary book if necessary to provide a 14 complete diary record, but they must be signed, dated, and labeled with project name and 15 number. 16 17 It is expressly agreed between Contractor and Owner that the Daily Diary maintained 18 by Contractor shall be the "Contractor's Book of Original Entry" for the 19 documentation of any potential claims or disputes that might arise during this 20 Contract. Failure of Contractor to maintain this Diary in the manner described above 21 will constitute a waiver of any such claims or disputes by Contractor. 22 , Aw 23 Engineer or other Owner's representative on the job site will also complete a Daily 24 Construction Report. 25 26 1-06 CONTROL OF MATERIAL wo 27 28 1-06.1 Approval of Materials Prior to Use 29 Section 1-06.1 is supplemented as follows: .r 30 (******) 31 The materials and equipment lists submitted to Engineer at the Preconstruction Conference 32 shall include the quantity, manufacturer and model number, if applicable, of materials and A. 33 equipment to be installed under the Contract. This list will be checked by Engineer as to 34 conformity with the Contract Documents. Engineer will review the lists within 10 working 35 days, noting required corrections. Contractor shall make required corrections and file 2 36 corrected copies with Engineer within one week after receipt of required corrections. as 37 Engineer's review and acceptance of the lists shall not relieve Contractor from responsibility 38 for suitability for the intended purpose, nor for deviations from the Contract Documents. 39 40 1-06.2(1)...Samples and Tests forAcceptance +w 41 Section 1-06.2(1) is supplemented a follows: 42 (******) 43 The finished Work shall be in accordance with approved samples. Approval of samples by 44 Engineer does not relieve Contractor of responsibility for performance of the Work in "" 45 accordance with the Contract Documents. 46 47 1-06.2(2) Statistical Evaluation of Materials forAcceptance wo 48 Section 1-06.02(2) is supplemented by adding the following: 49 (......) 50 Unless stated otherwise in the special provisions, statistical evaluation will not be used by 51 the City of Renton. 52 53 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC �w 54 55 1-07.1 Laws to be Observed 56 Section 1-07.1 is supplemented as follows: low RENTON GSPS g 09 1 Contractor shall erect and properly maintain, at all times, as required by the conditions and 2 progress of the work, all necessary safeguards for protection of workers and the public; shall 3 post danger signs warning against known or unusual hazards; and shall designate as Safety 4 Supervisor a responsible employee on the construction site whose duty shall be the 5 enforcement of safety. The name and position of such person so designated shall be 6 reported in writing to Engineer by Contractor. 7 8 Contractor shall, at all times, enforce strict discipline and good order among all employees 9 and shall not employ any person unfit or not skilled in the work assigned to him/her. 10 11 Necessary sanitation conveniences for the use of the workers on the job, properly secluded 12 from public observation, shall be provided and maintained by Contractor. . t 13 14 1-07.6 Permits and Licenses 15 Section 1-07.6 is supplemented as follows: 16 (******) 17 The permits, easements, and right of entry documents that have been acquired are available 18 for inspection and review. 19 20 Contractor shall be required to comply with all conditions of the permits, easements, and 21 rights of entry, at no additional cost to Owner. Contractor is required to indemnify Owner 22 from claims on all easements and rights of entry. 23 w+r 24 All other permits, licenses, etc., shall be the responsibility of Contractor. Contractor shall 25 comply with the special provisions and requirements of each. 26 27 Permits, permission under franchises, licenses and bonds of a temporary nature necessary .rr 28 for and during the prosecution of the work, and inspection fees in connection therewith shall 29 be secured and paid for by Contractor. If Owner is required to secure such permits, 30 permission under franchises, licenses and bonds, and pay the fees, the costs incurred by 31 Owner thereby shall be charged against Contractor and deducted from any funds otherwise " 32 due Contractor. 33 34 1-07.9(5) Required Documents 35 Delete the first sentence of the third paragraph, and replace it with the following: 36 (******) 37 Contractor must submit weekly-certified payrolls for the Contractor and all subcontractors 38 and lower tier subcontractors, regardless of project's funding source. w 39 40 41 1-07.11(11) City of Renton Affidavit of Compliance 42 Section 1-07.11(11) is new: 43 (******) 44 Each Contractor, Subcontractor, Consultant, and or Supplier shall complete and submit a 45 copy of the "City of Renton Fair Practices Policy Affidavit of Compliance". A copy of this 46 document will be bound in the bid documents. 47 48 1-07.12 Federal Agency Inspection 49 Section 1-07.12 is supplemented with the following: 50 (******) 51 Required Federal Aid Provisions 52 The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) and the 53 amendments thereto supersede any conflicting provisions of the Standard Specifications and 54 are made a part of this contract; provided, however, that if any of the provisions of FHWA 55 1273, as amended, are less restrictive than Washington State Law, then the Washington 56 State Law shall prevail. 57 58 The provisions of FHWA 1273, as amended, included in this contract require that the 59 Contractor insert the FHWA 1273 and amendments thereto in each subcontract, together 60 with the wage rates which are part of the FHWA 1273, as amended. Also, a clause shall be to RENTON GSPS 10 46 1 included in each subcontract requiring the subcontractors to insert the FHWA 1273 and 2 amendments thereto in any lower tier subcontracts, together with the wage rates. The 3 Contractor shall also ensure that this section, REQUIRED FEDERAL AID PROVISIONS, is 4 inserted in each subcontract for subcontractors and lower tier subcontractors. For this ,., 5 purpose, upon request to the Project Engineer, the Contractor will be provided with extra 6 copies of the FHWA 1273, the amendments thereto, the applicable wage rates, and this 7 Special Provision. 8 w 9 1-07.13(1) General 10 Section 1-07.13(1) is supplemented as follows: fw 12 During unfavorable weather and other conditions, the contractor shall pursue only such 13 portions of the work as shall not be damaged thereby. 14 15 No portion of the work whose satisfactory quality or efficiency will be affected by unfavorable 16 conditions shall be constructed while these conditions exist, unless by special means or 17 precautions acceptable to the engineer, the contractor shall be able to overcome them. 18 19 1-07.16(1) Private/Public Property 20 Section 1-07.16(1) is supplemented by adding the following: 21 (......) 22 The Contracting Agency will obtain all easements and franchises required for the project. 23 The contractor shall limit his operation to the areas obtained and shall not trespass on "' 24 private property. 25 26 The Contracting Agency may provide certain lands, as indicated in connection with the work or 27 under the contract together with the right of access to such lands. The contractor shall not 28 unreasonably encumber the premises with his equipment or materials. 29 30 The contractor shall provide, with no liability to the Contracting Agency, any additional land 1W 31 and access thereto not shown or described that may be required for temporary construction 32 facilities or storage of materials. He shall construct all access roads, detour roads, or other 33 temporary work as required by his operations. The contractor shall confine his equipment, 34 storage of material, and operation of his workers to those areas shown and described and w 35 such additional areas as he may provide. 36 A. General. All construction work under this contract on easements, right-of-way, over 37 private property or franchise, shall be confined to the limits of such easements, right-of-way w 38 or franchise. All work shall be accomplished so as to cause the least amount of disturbance 39 and a minimum amount of damage. The contractor shall schedule his work so that trenches 40 across easements shall not be left open during weekends or holidays and trenches shall not 41 be open for more than 48 hours. wrr 42 B. Structures. The contractor shall remove such existing structures as may be 43 necessary for the performance of the work and, if required, shall rebuild the structures thus 44 removed in as good a condition as found. He shall also repair all existing structures which 45 may be damaged as a result of the work under this con'trac't. 46 C. Easements. Cultivated areas and other surface improvements. All cultivated 47 areas, either agricultural or lawns, and other surface improvements which are damaged by 48 actions of the contractor shall be restored as nearly as possible to their original condition. w 49 Prior to excavation on an easement or private right-of-way, the contractor shall strip top soil 50 from the trench or construction area and stockpile it in such a manner that it may be 51 replaced by him, upon completion of construction. Ornamental trees and shrubbery shall be 52 carefully removed with the earth surrounding their roots wrapped in burlap and replanted in +rr 53 their original positions within 48 hours. 54 55 All shrubbery or trees destroyed or damaged, shall be replaced by the contractor with 56 material of equal quality at no additional cost to the Contracting Agency. In the event that it 57 is necessary to trench through any lawn area, the sod shall be carefully cut and rolled and 58 replaced after the trenches have been backfilled. The lawn area shall be cleaned by 59 sweeping or other means, of all earth and debris. « 60 w RENTON GSPS 11 wr 1 The contractor shall use rubber wheel equipment similar to the small tractor-type backhoes 0 2 used by side sewer contractors for all work, including excavation and backfill, on easements 3 or rights-of- way which have lawn areas. All fences, markers, mail boxes, or other temporary 4 obstacles shall be removed by the contractor and immediately replace, after the trench is 5 backfilled, in their original position. The contractor shall notify the Contracting Agency and wt 6 property Owner at least 24 hours in advance of any work done on easements or rights-of- 7 way. 8 wr 9 Damage to existing structures outside of easement areas that may result from dewatering 10 and/or other construction activity under this contract shall be restored to their original 11 condition or better. The original condition shall be established by photographs taken and/or 12 inspection made prior to construction. All such work shall be done to the satisfaction of the 13 property Owners and the Contracting Agency at the expense of the contractor. 14 D. Streets. The contractor will assume all responsibility of restoration of the surface of 15 all streets (traveled ways) used by him if damaged. so 16 17 In the event the contractor does not have labor or material immediately available to make 18 necessary repairs, the contractor shall so inform the Contracting Agency. The Contracting 19 Agency will make the necessary repairs and the cost of such repairs shall be paid by the as 20 contractor. 21 22 The contractor is responsible for identifying and documenting any damage that is pre- 23 existing or caused by others. Restoration of excavation in City streets shall be done in „r, 24 accordance with the City of Renton Trench Restoration Requirements, which is available at 25 the Public Works Department Customer Services counter on the 6th floor, Renton City Hall, 26 1055 South Grady Way. 27 28 1-07.17 Utilities and Similar Facilities 29 Section 1-07.17 is supplemented by adding: 30 (******) 31 Existing utilities indicated in the Plans have been plotted from the best information available 32 to Engineer. Information and data shown or indicated in the Contract Documents with 33 respect to existing underground utilities or services at or contiguous to the project site are 34 based on information and data furnished to Owner and Engineer by owners of such 35 underground facilities or others, and Owner and Engineer do not assume responsibility for 36 the accuracy or completeness thereof. It is to be understood that other aboveground or 37 underground facilities not shown in the Plans may be encountered during the course of the 38 work. 39 40 All utility valves, manholes, vaults, or pull boxes which are buried shall be conspicuously 41 marked in a fashion acceptable to the Owner and Engineer by the Contractor to allow their 42 location to be determined by the Engineer or utility personnel under adverse conditions, 43 (inclement weather or darkness). 44 45 Where underground main distribution conduits, such as water, gas, sewer, electric power, or so 46 telephone, are shown on the Plans, the Contractor, for the purpose of preparing his bid, shall 47 assume that every property parcel will be served by a service connection for each type of 48 utility. 49 50 Contractor shall check with the utility companies concerning any possible conflict prior to 51 commencing excavation in any area. Contractor shall resolve all crossing and clearance 52 problems with the utility company concerned. No excavation shall begin until all known 53 facilities, in the vicinity of the excavation area, have been located and marked. 54 55 In addition to Contractor having all utilities field marked before starting work, Contractor shall 56 have all utilities field marked after they are relocated in conjunction with this project. w 57 58 Call Before You Dig 59 The 48 Hour Locators 60 1-800-424-5555 RENTON GSPS 12 1 2 At least 2 and not more than 10 working days prior to commencing any excavations for utility 3 potholing or for any other purpose under this Contract, Contractor shall notify the 4 Underground Utilities Location Center by telephone of the planned excavation and progress 5 schedule. Contractor is also warned that there may be utilities on the project that are not 6 part of the One Call system. They must be contacted directly by Contractor for locations. 7 8 Contractor shall make arrangements 48 hours in advance with respective utility owners to 9 have a representative present when their utility is exposed or modified, if the utility chooses 10 to do so. 11 12 Existing utilities for telephone, power, gas, water, and television cable facilities shall be 13 adjusted or relocated by the appropriate utility company unless otherwise noted in the Plans. ° ' 14 These adjustments may be completed before Contractor begins work, or may be performed 15 in conjunction with the contract work. Contractor shall be entirely responsible for 16 coordination with the utility companies and arranging for the movement or adjustment, either 17 temporary or permanent, of their facilities within the project limits. See also Section 1-05.14 18 of these Special Provisions. 19 20 If or when utility conflicts occur, Contractor shall continue the construction process on other 21 aspects of the project whenever possible. No additional compensation will be made to 22 Contractor for reason of delay caused by the actions of any utility company and Contractor 23 shall consider such costs to be incidental to the other items of the contract. 24 25 Utility Potholing 26 Potholing is included as a bid item for use in determining the location of existing utilities in 27 advance of the Contractor's operations. The Contractor shall submit all potholing requests to 28 the Engineer for approval, at least 2 working days before potholing is scheduled. 29 Additionally, the Contractor shall provide potholing at Engineer's request. 30 rrr 31 In no way shall the work described under Utility Potholing relieve Contractor of any of the 32 responsibilities described in Section 1-07.17 of the Standard Specifications and Special 33 Provisions, and elsewhere in the Contract Documents. 34 35 Payment 36 Payment will be made at the discretion of Engineer, for the following bid item(s) in 37 accordance with Section 1-09.6 of the Standard Specifications and these Special Provisions: 38 "Utility Potholing," Force Account 39 "Resolution of Utility Conflicts," Force Account 40 41 1-07.17(1) Interruption of Services err 42 Section 1-07.17(1) is a new section: 43 (******) 44 Whenever in the course of the construction operation it becomes necessary to cause an 45 outage of utilities, it s hail be Contractor's responsibility to notify the affected users and 46 Engineer not less than 48 hours in advance of such outage. Contractor shall make 47 reasonable effort to minimize the duration of outages, and shall estimate the length of time 48 service will be interrupted and so notify the users. In the case of any utility outage that has r 49 exceeded or will exceed four hours, user contact shall again be made. Temporary service, if 50 needed, will be arranged by Contractor at no cost to Owner. 51 52 Overhead lighting outages shall not exceed 24 hours. All cost to Contractor for providing �r. 53 temporary overhead lighting to meet above requirements shall be incidental to the various 54 unit and lump sum items of the Contract; no separate payment will be made. 55 56 57 1-07.18 Public Liability and Property Damage Insurance 58 Section 1-07.18 is deleted replaced by the following new section and subsections: RENTON GSPS 13 wr 1 (******) 0 2 3 1-07.18(1) General 4 The contractor shall obtain and maintain in full force and effect, from the Contract 5 Execution Date to the Completion Date, public liability and property damage insurance 6 with an insurance company(ies) or through sources approved by the State Insurance 7 Commissioner pursuant to RCW 48. 8 rri 9 The Contractor shall not begin work under the Contract until the required insurance has 10 been obtained and approved by the Contracting Agency. Insurance shall provide 11 coverage to the Contractor, all subcontractors, Contracting Agency and the Contracting 12 Agency's consultant. The coverage shall protect against claims for bodily injuries, , 13 personal injuries, including accidental death, as well as claims for property damages 14 which may arise from any act or omission of the Contractor or the subcontractor, or by 15 anyone directly or indirectly employed by either of them. to 16 17 If warranted work is required the Contractor shall provide the City proof that insurance 18 coverage and limits established under the term of the Contract for work are in full force 19 and effect during the period of warranty work. No 20 21 The Contracting Agency may request a copy of the actual declaration pages(s) for each 22 insurance policy effecting coverage(s) required on the contract prior to the date work 23 commences. Failure of the Contractor to fully comply during the term of the Contract so 24 with the requirements described herein will be considered a material breach of contract 25 and shall be caused for immediate termination of the Contract at the option of the 26 Contractin Agency. to 27 1-07.18r2 Coverages 28 As part of the response to this proposal, the Contractor shall submit a completed City of 29 Renton Insurance Information form which details specific coverage and limits for this 30 contract. 31 32 All coverage provided by the Contractor shall be in a form and underwritten by a 33 company acceptable to the Contracting Agency. The City requires that all insurers: 34 1. Be licensed to do business within the State of Washington. 35 2. Coverage to be on an "occurrence" basis (Professional Liability and Pollution 36 coverage are acceptable when written on a claims-made basis). The City may 37 also require proof of professional liability coverage be provided for up to two 38 (2) years after the completion of the project. 39 3. The City may request a copy of the actual declaration page(s) for each 40 insurance policy affecting coverage(s) required by the Contract prior to the 41 date work commences. 42 4. Possess a minimum A.M. Best rating of AVII (A rating of A XII or better is 43 preferred.) If any insurance carrier possesses a rating of less than AVII, the 44 City may make an exception. 46 The City reserves the right to approve the security of the insurance coverage provided 47 by the insurance company(ies), terms, conditions, and the Certificate of Insurance. 48 Failure of the Contractor to fully comply during the term of the contract with these 49 requirements will be considered a material breach of contract and shall be cause for wo 50 immediate termination of the contract at the option of the City. 51 52 The Contractor shall obtain and maintain the minimum insurance coverage set forth 53 below. By requiring such minimum insurance, the City of Renton shall not be deemed 54 or construed to have assessed the risks that may be applicable to the Contractor. The 55 Contractor shall assess its own risks and if it deems appropriate and/or prudent, 56 maintain higher limits and/or broader coverage. 57 58 Coverage shall include: 59 A. Commercial General Liability - ISO 1993 Form or equivalent. Coverage will be 60 written on an occurrence basis and include: 0 RENTON GSPS 14 `"w 1 • Premises and Operations (including CG2503; General Aggregate to apply 2 per project, if applicable). 3 • Explosion, Collapse and Underground Hazards 4 • Products/Completed Operations 5 • Contractual Liability (including Amendatory Endorsement CG 0043 or 6 equivalent which includes defense coverage assumed under contract) 7 • Broad Form Property Damage 8 • Independent Contractors 9 • Personal/Advertising Injury 10 • Stop Gap Liability 11 B. Automobile Liability including all 12 • Owned Vehicles 13 • Non-Owned Vehicles ' 14 • Hired Vehicles 15 C. Workers' Compensation r„ 16 Statutory Benefits (Coverage A) - Show Washington Labor & Industries 17 Number 18 D. Umbrella Liability (when necessary) 19 Excess of Commercial General Liability and Automobile Liability. 20 Coverage should be as broad as primary. 21 E. Professional Liability - (whenever the work under this Contract includes 22 Professional Liability, (i.e. architectural, engineering, advertising, or computer 23 programming) the CONTRACTOR shall maintain professional liability covering 24 wrongful acts, errors and/or omissions of the CONTRACTOR for damage 25 sustained by reason of or in the course of operations under this Contract. 26 F. The Contracting Agency reserves the right to request and/or require additional 27 coverages as may be appropriate based on work performed(i.e. pollution 28 liability). 29 30 CONTRACTOR shall Name CITY OF RENTON; and its officers, officials, agents, 31 employees and volunteers as Additional Insured (ISO Form CG 2010 or equivalent). 32 The CONTRACTOR shall provide CITY OF RENTON Certificates of Insurance prior to 33 commencement of work. The City reserves the right to request copies of insurance 34 policies, if at their sole discretion it is deemed appropriate. Further, all policies of 35 insurance described above shall: I 36 A. Be on a primary basis not contributory with any other insurance coverage 37 and/or self-insurance carried by CITY OF RENTON. 38 B. Include a Waiver of Subrogation Clause. 39 C. Severability of Interest Clause (Cross Liability) 40 D. Policy may not be non-renewed, canceled or materially changed or altered 41 unless forty-five (45) days prior written notice is provided to CITY OF 42 RENTON. Notification shall be provided to CITY OF RENTON by certified 43 mail. 44 1-07.18(3) Limits 45 LIMITS REQUIRED tow 46 Providing coverage in these stated amounts shall not be construed to relieve the 47 contractor from liability in excess of such limits. The CONTRACTOR shall carry the 48 following limits of liability as required below: 49 Commercial General Liability General Aggregate* $2,000,000 ** Products/Completed $2,000,000 ** Operations Aggregate r Each Occurrence Limit $1,000,000 Personal/Advertising Injury $1,000,000 Fire Damage (Any One Fire) $50,000 Medical Payments (Any One $5,000 Person) Stop Gap Liability $1,000,000 * General Aggregate to apply per project (ISO Form CG2503 or equivalent) RENTON GSPS 15 or *"Amount may vary based on project risk Automobile Liability Bodily Injury/Property $1,000,000 Damage (Each Accident) ' Workers' Compensation Statutory Benefits - Variable Coverage A (Show Washington Labor and Industries Number) Umbrella Liability Each Occurrence Limit $1,000,000 GenerafAggregate Limit $1,000,000 Products/Completed $1,000,000 Operations Aggregate Professional Liability (If required) Each Occurrence/ $1,000,000 Incident/Claim Aggregate $2,000,000 ` 1 2 The City may require the CONTRACTOR to keep professional liability coverage in effect 3 for up to two (2) years after completion of the project. 4 5 The Contractor shall promptly advise the CITY OF RENTON in writing in the event any 6 general aggregate or other aggregate limits are reduced. At their own expense, the 7 CONTRACTOR will reinstate the aggregate to comply with the minimum limits and rr 8 requirements as stated in Section 1-07.18(3) and shall furnish the CITY OF RENTON a 9 new Certificate of Insurance showing such coverage is in force. 10 1-07.18(4) Evidence of Insurance: 11 Within 20 days of award of the contract the CONTRACTOR shall provide evidence of 12 insurance by submitting to the CONTRACTING AGENCY the following: 13 1. City of Renton Insurance Information Form (attached herein) without 14 modification. rrr 15 2. Certificate of Insurance (Accord Form 25s or equivalent) conforming to items 16 as specified in Sections 1-07.18(1), 1-07.18(2), and 1-07.18(3) as revised 17 above. Other requirements are as follows: 18 A. Strike the following or similar wording: "This Certificate is issued as a err 19 matter of information only and confers no rights upon the Certificate 20 Holder"; 21 B. Strike the wording regarding cancellation notification to the City: "Failure 22 to mail such notice shall impose no obligation or liability of any kind upon 23 the company, its agents or representatives". 24 C. Amend the cancellation clause to state: Policy may not be non-renewed, 25 canceled or materially changed or altered unless 45 days prior written 26 notice is provided to the City". Notification shall be provided to the City by 27 certified mail. 28 29 For Professional Liability coverage only, instead of the cancellation language , 30 specified above, the City will accept a written agreement that the consultant's 31 broker will provide the required notification. 32 33 1-07.22 Use of Explosives 34 Section 1-07.22 is supplemented by the following: 35 (**.k***) 36 Explosives shall not be used without specific authority of the Engineer, and then only under 37 such restrictions as may be required by the proper authorities. Explosives shall be handled 38 and used in strict compliance with WAC 296-52 and such local laws, rules and regulations 39 that may apply. The individual in charge of the blasting shall have a current Washington 40 State Blaster Users License. RENTON GSPS Ir1I 1 .r 2 The Contractor shall obtain, comply with, and pay for such permits and costs as are 3 necessary in conjunction with blasting operations. 4 .. 5 1-07.23(1) Construction Under Traffic 6 Section 1-07.23(1) is supplemented by adding the following: 7 (******) 8 The contractor shall be responsible for controlling dust and mud within the project limits and 9 on any street which is utilized by his equipment for the duration of the project. The 10 contractor shall be prepared to use watering trucks, power sweepers, and other pieces of 11 equipment as deemed necessary by the engineer, to avoid creating a nuisance. 12 13 Dust and mud control shall be considered as incidental to the project, and no compensation 14 will be made for this section. 15 16 Complaints of dust, mud or unsafe practices and/or property damage to private Ownership 17 will be transmitted to the contractor and prompt action in correcting them will be required by 18 the contractor. 19 20 Complaints of dust, mud, or unsafe practices and/or property damage to private Ownership 21 will be transmitted to the Contractor and prompt action in correcting them will be required by 22 the Contractor. 23 24 Contractor shall maintain the roads during construction in a suitable condition to minimize 25 affects to vehicular and pedestrian traffic. All cost to maintain the roads shall be borne by 26 Contractor. 27 28 At least one-way traffic shall be maintained on all cross-streets within the project limits during 29 working hours. One lane shall be provided in each direction for all streets during non- 30 working hours. 31 32 Contractor shall provide one driveable roadway lane and maintain convenient access for 33 local and commuter traffic to driveways, businesses, and buildings along the line of Work 34 throughout the course of the project. Such access shall be maintained as near as possible 35 to that which existed prior to the commencement of construction. This restriction shall not 36 apply to the paving portion of the construction process. 37 38 Contractor shall notify and coordinate with all property owners and tenants of street closures, 39 or other restrictions which may interfere with their access—at least 24 hours in advance for 40 single-family residential property, and at least 48 hours in advance for apartments, offices, 41 and commercial property. Contractor shall give a copy of all notices to Engineer. 42 43 When the abutting owners' access across the right-of-way line is to be eliminated and 44 replaced under the Contract by other access, the existing access shall not be closed until the 45 replacement access facility is available. 46 47 All unattended excavations shall be properly barricaded and covered at all times. Contractor 48 shall not open any trenches that cannot be completed and refilled that same day. Trenches 49 shall be patched or covered by a temporary steel plate, at Contractor's expense, except in 50 areas where the roadway remains closed to public traffic. Steel plates must be anchored. 51 52 1-08 PROSECUTION AND PROGRESS 53 Section 1-08.0 is a new section with subsection: 54 (******) 55 1-08.0 Preliminary Matters 56 1-08.0(1) Preconstruction Conference 57 The Engineer will furnish the Contractor with up to 5 copies of the Contract Documents. 58 Additional documents may be furnished upon request at the cost of reproduction. Prior to 59 undertaking each part of the Work the Contractor shall carefully study and compare the RENTON GSPS 17 wr 1 Contract Documents and check and verify pertinent figures shown therein and all applicable 2 field measurements. The Contractor shall promptly report in writing to the Engineer any 3 conflict, error or discrepancy which the Contractor may discover. 4 5 After the Contract has been executed, but prior to the Contractor beginning the Work, a 6 preconstruction conference will be held between the Contractor, the Engineer and such other 7 interested parties as may be invited. 8 9 The Contractor shall prepare and submit at the preconstruction meeting: 10 4 Contractor's plan of operation and progress schedule (3+ copies) 11 Approval of qualified subcontractors (bring list of subcontractors if different 12 from list submitted with Bid) ,rr 13 List of materials fabricated or manufactured off the project 14 Material sources on the project 15 Names of principal suppliers 16 -� Detailed equipment list, including "Rental Rate Blue Book" hourly costs (both 17 working and standby rates) 18 4 Weighted wage rates for all employee classifications anticipated to be used on 19 Project 20 Cost percentage breakdown for lump sum bid item(s) 21 Shop Drawings (bring preliminary list) 22 Traffic Control Plans (3+ copies) 23 Temporary Water Pollution/Erosion Control Plan 24 25 In addition, the Contractor shall be prepared to address: 26 Bonds and insurance 27 Project meetings— schedule and responsibilities 28 Provision for inspection for materials from outside sources 29 Responsibility for locating utilities 30 Responsibility for damage 31 Time schedule for relocations, if by other than Contractor 32 Compliance with Contract Documents 33 Acceptance and approval of work 34 Labor compliance, payrolls, certifications 35 Safety regulations for Contractors' and Owner's employees and 36 representatives 37 Suspension of work, time extensions 38 Change order procedures 39 Progress estimates - procedures for payment 40 Special requirements of funding agencies 41 Construction engineering, advance notice of special work 42 Any interpretation of the Contract Documents requested by Contractor 43 Any conflicts or omissions in Contract Documents 44 Any other problems or questions concerning the work 45 Processing and administration of public complaints so 46 Easements and rights of entry 47 Other contracts 48 49 The franchise utilities may be present at the preconstruction conference, and Contractor No 50 should be prepared for their review and discussion of progress schedule and coordination. 51 52 1-08.1 Subcontracting 53 Section 1-08.1 is supplemented as follows: 54 (******) 55 Written requests for change in subcontractors shall be submitted by Contractor to Engineer 56 at least 7 calendar days prior to start of a subcontractor's work. to 57 58 Contractor agrees that s/he is fully responsible to Owner for the acts and omissions of all 59 subcontractors and lower-tier subcontractors, and persons either directly or indirectly 60 employed by the subcontractors, as well as for the acts and omissions of persons directly qg RENTON GSPS 18 1 employed by Contractor. Contractor shall be required to give personal attention to the work so 2 that is sublet. Nothing contained in the Contract Documents shall create any contractual 3 relation between any subcontractor and Owner. 4 5 Contractor shall be responsible for making sure all subcontractors submit all required 6 documentation, forms, etc. 7 8 1-08.2 Assignment r 9 The second paragraph of Section 1-08.2 is modified as follows: 10 (******) 11 Contractor shall not assign any moneys due or to become due to Contractor hereunder 12 without the prior written consent of Owner. The assignment, if approved, shall be subject to 13 all setoffs, withholdings, and deductions required by law and the Contract. 14 15 1-08.3 Progress Schedule 16 Section 1-08.3 is supplemented as follows: 17 (******) 18 The progress schedule for the entire project shall be submitted 7 calendar days prior to the 19 Preconstruction Conference. The schedule shall be prepared using the critical path 20 method (CPM), preferably using Microsoft Project or equivalent software. The schedule 21 shall contain this information, at a minimum: 22 1. Construction activities, in sufficient detail that all activities necessary to construct a 23 complete and functional project are considered. Any activity which has a scheduled 24 duration exceeding 30 calendar days shall be subdivided until no sub-element has a 25 duration exceeding 30 calendar days. 26 The schedule shall clearly indicate the activities which comprise the critical path. For 27 each activity not on the critical path, the schedule shall show the float, or slack, time. 28 2. Procurement of material and equipment. 29 3. Submittals requiring review by Engineer. Submittal by Contractor and review by 30 Engineer shall be shown as separate activities. •r+ 31 4. Work to be performed by a subcontractor, agent, or any third party. 32 5. Allowances for delays which could result from normal inclement weather (time 33 extensions due to inclement weather will not be allowed). 34 6. Allowances for the time required by utilities (Owner's and others) to locate, monitor, and 35 adjust their facilities as required. 36 37 Engineer may request Contractor to alter the progress schedule when deemed necessary in 38 the opinion of Engineer—in the interest of public safety and welfare or-of Owner, or for 39 coordination with any other activity of other contractors, the availability of all or portions of 40 the job site, or special provisions of this Contract, or to reasonably meet the completion date 41 of the project. Contractor shall provide such revised schedule within 10 days of request. rr 42 43 If, at any time, in the opinion of Engineer, the progress of construction falls significantly 44 behind schedule, Contractor may be required to submit a plan for regaining progress and a 45 revised schedule indicating how the remaining work items will be completed within the 46 authorized contract time. 47 48 Contractor shall promptly report to Engineer any conditions which Contractor feels will r 49 require revision of the schedule and shall promptly submit proposed revisions in the 50 progress schedule for acceptance by Engineer. When such changes are accepted by 51 Engineer, the revised schedule shall be followed by Contractor. 52 wr 53 Weekly Schedule. Contractor shall submit a weekly progress schedule to Engineer which 54 sets forth specific work to be performed the following week, and a tentative schedule for the 55 second week. 56 57 Failure to Maintain Progress Schedule. Engineer will check actual progress of the work 58 against the progress schedule a minimum of two times per month. Failure, without just 59 cause, to maintain progress in accordance with the approved schedule shall constitute a r 60 breach of Contract. If, through no fault of Contractor, the proposed construction schedule RENTON GSPS 19 rir 1 cannot be met, Engineer will require Contractor to submit a revised schedule to Engineer for i 2 acceptance. The approved revisions will thereafter, in all respects, apply in lieu of the 3 original schedule. 4 5 Failure of Contractor to follow the progress schedule submitted and accepted, including so 6 revisions thereof, shall relieve Owner of any and all responsibility for furnishing and making 7 available all or any portion of the job site, and will relieve Owner of any responsibility for 8 delays to Contractor in the performance of the work. dt 9 10 The cost of preparing the progress schedule, any supplementary progress schedules, and 11 weekly schedules shall be considered incidental to the Contract and no other compensation 12 shall be made. 13 14 1-08.4 Prosecution Of Work 15 Section 1-08.4 is supplemented as follows: 17 18 The Engineer shall give the Contractor a written "Notice To Proceed" after the contract has been 19 executed. Work shall begin within ten days after receipt of Notice To Proceed, and all work, including 20 punch list items, must be completed within the specified working days. After 30 working days, the 21 Engineer shall give the Contractor a written punch list of items not completed on the contract. 22 23 24 1-08.5 Time For Completion 25 The first five paragraphs of Section 1-08.5 are deleted and replaced with the following: 26 (******) 27 The Work shall be physically completed in its entirety within the time specified in the 28 Contract Documents or as extended by the Engineer. The Contract Time will be stated in 29 "working days", shall begin on the Notice To Proceed Date, and shall end on the Contract 30 Completion Date. 31 32 A nonworking day is defined as a Saturday, a Sunday, a day on which the contract 33 specifically suspends work, or one of these holidays: January 1, Memorial Day, July 4, Labor It 34 Day, November 11, Thanksgiving Day, the day after Thanksgiving, and Christmas Day. The 35 day before Christmas shall be a holiday when Christmas Day occurs on a Tuesday or Friday. 36 The day after Christmas shall be a holiday when Christmas Day occurs on a Monday, 37 Wednesday, or Thursday. When Christmas Day occurs on a Saturday, the two preceding W 38 working days shall be observed as holidays. When Christmas day occurs on a Sunday, the 39 two working days following shall be observed as holidays. When holidays other than 40 Christmas fall on a Saturday, the preceding Friday will be counted as a non-working day and 41 when they fall on a Sunday the following Monday will be counted as a non-working day. The 40 42 Contract Time has been established to allow for periods of normal inclement weather which, 43 from historical records, is to be expected during the Contract Time, and during which 44 periods, work is anticipated to be performed. Each successive working day, beginning with 45 the Notice to Proceed Date and ending with the Physical Completion Date, shall be charged 46 to the Contract Time as it occurs except a day or part of a day which is designated a 47 nonworking day or an Engineer determined unworkable day. 48 49 The Engineer will furnish the Contractor a weekly report showing (1) the number of working 50 days charged against the Contract Time for the preceding week; (2) the Contract Time in 51 working days; (3) the number of working days remaining in the Contract Time; (4) the 52 number of nonworking days; and (5) any partial or whole days the Engineer declared 53 unworkable the previous week. This weekly report will be correlated with the Contractor's 54 current approved progress schedule. If the Contractor elects to work 10 hours a day and 4 55 days a week (a 4-10 schedule) and the fifth day of the week in which a 4-10 shift is worked 56 would ordinarily be charged as a working day then the fifth day of that week will be charged 57 as a working day whether or not the Contractor works on that day. 58 RENTON GSPS 20 1 r 1 The Contractor will be allowed 10 calendar days from the date of each report in which to file 2 a written protest of an alleged discrepancy in the Contract Time as reported. Otherwise, the 3 report will be deemed to have been accepted by the Contractor as correct. 4 so 5 The requirements for scheduling the Final Inspection and establishing the Substantial 6 Completion, Physical Completion, and Completion Dates are specified in Sections 1-05.11 7 and 1-05.12. 8 4' 9 Section 1-08.5 is supplemented as follows: 10 (******) 11 Within 10 calendar days after execution of the Contract by the Contracting Agency, 12 Contractor shall provide the Contracting Agency with copies of purchase orders for all 13 equipment items deemed critical by the Contracting Agency, including` but not limited to 14 signal controller materials, lighting standards, and signal standards required for the physical 15 completion of the contract. Such purchase orders shall disclose the estimated delivery dates 16 for the equipment. 17 18 All items of work which can be performed without delivery of the critical items shall start and 19 be completed as soon as possible. At that time, Engineer may suspend the work upon 20 request of Contractor until the critical items are delivered to Contractor, if the Contracting 21 Agency received a purchase order within 10 calendar days after execution of the Contract by 22 the Contracting Agency. 23 24 Contractor will be entitled to only one such suspension of time during the performance of the 25 work and during such suspension shall not perform any additional work on the project. Upon 26 delivery of the critical items, contract time will resume and continue to be charged in 27 accordance with Section 1-08. 28 29 1-08.6 Suspension of Work 30 Section 1-08.6 is supplemented as follows: ow 31 (******) 32 Owner may at any time suspend the work, or any part thereof, by giving notice to Contractor 33 in writing. The work shall be resumed by Contractor within 14 calendar days after the date 34 fixed in the written notice from Owner to Contractor to do so. 35 36 Contractor shall not suspend work under the Contract without the written order of Owner. 37 38 If it has been determined that Contractor is entitled to an extension of time, the amount of 39 such extension shall be only to compensate for direct delays and shall be based upon 40 Contractor's diligently pursuing the work at a rate not less than that which would have been 41 necessary to complete the original Contract Work on time. +r 42 43 1-08.9 Liquidated Damages 44 Section 1-08.9 is supplemented as follows: 45 (******) "' 46 In addition, Contractor shall compensate Owner for actual engineering inspection and 47 supervision costs and any other expenses and legal fees incurred by Owner as a result of 48 such delay. Such labor costs will be billed to Contractor at actual costs, including so 49 administrative overhead costs. 50 51 In the event that Owner is required to commence any lawsuit in order to enforce any 52 provision of this Contract or to seek redress for any breach thereof, Owner shall be entitled on 53 to recover its costs, including reasonable attorneys fees, from Contractor. 54 55 1-08.11 Contractor's Plant and Equipment so 56 The contractor alone shall at all times be responsible for the adequacy, efficiency, and 57 sufficiency of his and his subcontractor's plant and equipment. The Owner shall have the 58 right to make use of the contractor's plant and equipment in the performance of any work on 59 the site of the work. 00 60 aw RENTON GSPS 21 rr 1 The use by the Owner of such plant and equipment shall be considered as extra work and 2 paid for accordingly. 3 4 Neither the Owner nor the engineer assumes any responsibility, at any time, for the security 5 of the site from the time contractor's operations have commenced until final acceptance of mi 6 the work by the engineer and the Owner. The contractor shall employ such measures as 7 additional fencing, barricades, and watchmen service, as he deems necessary for the public 8 safety and for the protection of the site and his plant and equipment. The Owner will be 9 provided keys for all fenced, secured areas. 10 11 Section 1-08.12 is a new section: 13 1-08.12 Attention to,Work 14 The contractor shall give his personal attention to and shall supervise the work to the end 15 that it shall be prosecuted faithfully, and when he is not personally present on the work site, 16 he shall at all times be represented by a competent superintendent who shall have full W 17 authority to execute the same, and to supply materials, tools, and labor without delay, and 18 who shall be the legal representative of the contractor. The contractor shall be liable for the 19 faithful observance of any instructions delivered to him or to his authorized representative. 20 21 1-09 MEASUREMENT AND PAYMENT 22 2W 23 1-09.1 Measurement of Quantities 24 Section 1-09.1 is supplemented by adding the following: 25 (******) 26 Lump Sum. The percentage of lump sum work completed, and payment will be based on +w 27 the cost percentage breakdown of the lump sum bid price(s) submitted at the 28 preconstruction conference. 29 30 The Contractor shall submit a breakdown of costs for each lump sum bid item. The 31 breakdown shall list the items included in the lump sum together with a unit price of labor, 32 materials, and equipment for each item. The summation of the detailed unit prices for each 33 item shall add up to the lump sum bid. The unit price values may be used as a guideline for 34 determining progress payments or deductions or additions in payment for ordered work 35 changes. 36 37 Cubic Yard Quantifies. Contractor shall provide truck trip tickets for progress payments 4i 38 only in the following manner. Where items are specified to be paid by the cubic yard, the 39 following tally system shall be used. 40 41 All trucks to be employed on this work will be measured to determine the volume of each 42 truck. Each truck shall be clearly numbered, to the satisfaction of Engineer, and there shall 43 be no duplication of numbers. 44 dr 45 Duplicate tally tickets shall be prepared to accompany each truckload of material delivered 46 on the project. All tickets received that do not contain the following information will not be 47 processed for payment: 48 1 Truck number wr 49 2 Quantity and type of material delivered in cubic yards 50 3 Drivers name, date and time of delivery 51 4 Location of delivery, by street and stationing on each street 52 5 Place for Engineer to acknowledge receipt 53 6 Pay item number 54 7 Contract number and/or name 55 56 It will be Contractor's responsibility to see that a ticket is given to Engineer on the project for 57 each truckload of material delivered. Pay quantities will be prepared on the basis of said 58 tally tickets. 59 RENTON GSPS 22 1 Loads will be checked by Engineer to verify quantity shown on ticket. 2 3 Quantities by Ton. It will be Contractor's responsibility to see that a certified weight ticket is 4 given to the Inspector on the project at the time of delivery of materials for each truckload 5 delivered. Pay quantities will be prepared on the basis of said tally tickets, delivered to 6 Inspector at time of delivery of materials. Tickets not receipted by Inspector will not be 7 honored for payment. 8 ' 9 Each truck shall be clearly numbered to the satisfaction of Engineer and there shall be no 10 duplication of numbers. 11 12 Duplicate tickets shall be prepared to accompany each truckload of material delivered to the 13 project. All tickets received that do not contain the, following information will not be 14 processed for payment: 15 1. Truck number ,p 16 2. Truck tare weight (stamped at source) 17 3. Gross truck load weight in tons (stamped at source) 18 4. Net load weight (stamped at source) 19 5. Driver's name, date, and time of delivery 20 6. Location for delivery by street and stationing on each street 21 7. Place for Engineer to acknowledge receipt 22 8. Pay item number I 23 9. Contract number and/or name 24 25 1-09.3 Scope of Payment 26 Section 1-09.3 is supplemented by adding the following: 27 (******) 28 Unless modified otherwise in the Contract Provisions, the Bid Items listed or referenced in 29 the "Payment" clause of each Section of the Standard Specifications, will be the only items 30 for which compensation will be made for the Work described in or specified in that particular ++ 31 Section when the Contractor performs the specified Work. Should a Bid Item be listed in a 32 "Payment" clause but not in the Proposal Form, and Work for that item is'performed by the 33 Contractor and the work is not stated as included in or incidental to a pay item in the contract 34 and is not work that would be required to complete the intent of the Contract per Section 1- '"" 35 04.1, then payment for that Work will be made as for Ektra Work pursuant to a Change 36 Order. 37 38 The words "Bid Item," "Contract Item," and "Pay Item," and similar terms used throughout the 39 Contract Documents are synonymous. 40 41 If the "payment" clause in the Specifications relating to any unit Bid Item price in the +r 42 Proposal Form requires that said unit Bid Item price cover and be considered compensation 43 for certain work or material essential to the item, then the work or material will not be 44 measured or paid for under any other Unit Bid Item which may appear elsewhere in the 45 Proposal Form or Specifications. 46 47 Pluralized unit Bid Items appearing in these Specifications are changed to singular form. 48 49 Payment for Bid Items listed or referenced in the "Payment" clause of any particular Section 50 of the Specifications shall be considered as including all of the Work required, specified, or 51 described in that particular Section. Payment items will generally be listed generically in the 52 Specifications, and specifically in the bid form. When items are to be "furnished" under one �• 53 payment item and "installed" under another payment item, such items shall be furnished 54 FOB project site, or, if specified in the Special Provisions, delivered to a designated site. 55 Materials to be "furnished," or "furnished and installed" under these conditions, shall be the 56 responsibility of the Contractor with regard to storage until such items are incorporated into 57 the Work or, if such items are not to be incorporated into the work, delivered to the 58 applicable Contracting Agency storage site when provided for in the Specifications. Payment 59 for material "furnished," but not yet incorporated into the Work, may be made on monthly 60 estimates to the extent allowed. �r. RENTON GSPS 23 1 Kiwi 2 3 1-09.6 Force Account 4 Section 1-09.6 is supplemented as follows: 5 (******) wr 6 To provide a common basis for all bidders, Owner has estimated and included in the 7 Proposal, dollar amounts for all items to be paid per force account. All such dollar amounts 8 are to become a part of Contractor's total bid. However, Owner does not warrant expressly 9 or by implication, that the actual amount of work will correspond with those estimates. 10 Payment will be made on the basis of the amount of work actually authorized in writing by 11 Engineer. 12 +wr 13 1-09.7 Mobilization 14 Section 1-09.7 is supplemented as follows: 15 16 Sanitation to 17 18 Portable toilet facilities 19 10 20 21 The Contractor shall furnish portable toilet facilities, at his expense, according to WAC 296- 22 23020. 23 24 The Contractor shall provide and maintain in a clean, neat, and sanitary condition, any 25 accommodations for the Contractor and Owner employees that are necessary to comply with 26 the requirements and regulations of the State of Washington Department of Social and 27 Health Services and other agencies. The Contractor shall commit no public nuisance, keep 28 all sites clean, dispose of all refuse in a proper manner and leave the Project Site in a neat 29 and sanitary condition. 30 32 Mobilization shall also include, but not be limited to, the following items: the movement of 33 Contractor's personnel, equipment, supplies, and incidentals to the project site; the 34 establishment of an office, buildings, and other facilities necessary for work on the project; 35 providing sanitary facilities for Contractor's personnel; and obtaining permits or licenses 36 required to complete the project not furnished by Owner. 37 38 This item shall also include providing Engineer and Inspectors with access to telephone, 39 facsimile machine, and copy machine during all hours Contractor is working on the jobsite; 40 and a table and chair for their use when needed. 41 42 The Contractor shall install and maintain up to $$$$ 4'x8' construction project sign(s) as 43 shown in the standard detail section of the contract documents. The Engineer shall verify 44 the exact field location(s) with the contractor prior to installation of the sign(s). All iabor, 45 material, and equipment used for installation and maintenance of the construction project 46 sign(s) is incidental to the bid item "Mobilization." 47 48 Payment will be made for the following bid item(s): 49 "Mobilization," Lump Sum. 50 51 1-09.9 Payments 52 Section 1-09.9 is supplemented as follows: 53 (******) 54 55 Furnishing portable toilets shall be considered incidental to the project and no additional to 56 compensation shall be made. 57 58 59 40 RENTON GSPS 24 1 3 Applications for payment shall be itemized and supported to the extent required by Engineer 4 by receipts or other vouchers showing payment for materials and labor, payments to 40 5 subcontractors, and other such evidence of Contractor's right to payment as Engineer may 6 direct. 7 8 Contractor shall submit a progress report with each monthly request for a progress payment. to 9 The progress report shall indicate the estimated percent complete for each activity listed on 10 the progress schedule (see Section 1-08.3). 11 12 1-09.9(1) Retainage 13 Section 1-09.9(1) is supplemented as follows: 14 (******) 15 The retained amount shall be released as stated in the Standard Specifications if no claims 16 have been filed against such funds as provided by law and if Owner has no unsatisfied 17 claims against Contractor. In the event claims are filed, Owner shall withhold, until such 18 claims are satisfied, a sum sufficient to satisfy all claims and to pay attorney's fees. In 19 addition, Owner shall withhold such amount as is required to satisfy any claims by Owner 20 against Contractor, until such claims have been finally settled. 21 22 Neither the final payment nor any part of the retained percentage shall become due until 23 Contractor, if requested, delivers to Owner a complete release of all liens arising out of this 24 Contract, or receipts in full in lieu thereof, and, if required in either case, an affidavit that so 25 far as Contractor has knowledge or information, the release and receipts include all labor 26 and materials for which a lien could be,filed: but Contractor may, if any subcontractor refuses 27 to furnish a release or receipt in full, furnish a bond satisfactorily to Engineer to indemnify 28 Owner against the lien. If any lien remains unsatisfied after all payments are made, 29 Contractor shall reimburse to Owner all monies that the latter may be compelled to pay in 30 discharging such lien, including all costs and reasonable engineer's and attorney's fees. 31 32 1-09.11(2) Claims 33 Paragraph 5 is revised as follows: 34 (******) 35 Failure to submit with the Final Application for Payment such information and details as 36 described in this section for any claim shall operate as a waiver of the claims by the 37 Contractor as provided in Section 1-09.9. 38 39 1-09.13(3)6 Procedures to Pursue Arbitration 40 Section 1-09.13(3)6 is supplemented by adding: 41 (******) 42 The findings and decision of the board of arbitrators shall be final and binding on the parties, 43 unless the aggrieved party, within 10 days, challenges the findings and decision by serving 44 and filing a petition for review by the superior court of King County, Washington. The 45 grounds for the petition for review are limited to showing that the findings and decision: 46 1. Are not responsive to the questions submitted; 47 2. Is contrary to the terms of the contract or any component thereof; 48 3. Is arbitrary and/or is not based upon the applicable facts and the law 49 controlling the issues submitted to arbitration. The board of arbitrators shall support its 50 decision by setting forth in writing their findings and conclusions based on the evidence 51 adduced at any such hearing. 52 53 The arbitration shall be conducted in accordance with the statutes of the State of Washington 54 and court decisions governing such procedure. 55 56 The costs of such arbitration shall be borne equally by the City and the contractor unless it is 57 the board's majority opinion that the contractor's filing of the protest or action is capricious or 58 without reasonable foundation. In the latter case, all costs shall be borne by the contractor. 59 WAS r RENTON GSPS 25 1 1-10 TEMPORARY TRAFFIC CONTROL 2 Section 1-10 is supplemented by adding the following: 3 (******) 4 Notifications 5 6 The Contractor shall be responsible for delivering notification twice to all properties that front 7 on, or access from, any street on which the asphalt concrete is to be applied. The first 8 notification shall be made approximately one week prior to the day the work is scheduled to 9 begin on the street and the second shall be made twenty-four hours (24 hours) prior to the 10 beginning work. >�r 11 12 The City shall supply the Contractor with sufficient quantities of standard notification forms 13 that the Contractor shall fill out with the specific location and times for each location prior to 14 issuing the notices to fronting/accessing properties. 15 16 All work and materials associated with the notification procedures shall be incidental to the 17 contract lump sum price for"Traffic Control." 18 19 On streets to be overlaid, the Contractor shall post "No Parking" signs a minimum of 72 20 hours in advance of the work taking place. The signs shall specify the date and hours that 21 the parking restrictions will be in effect. The Contractor shall assure that prior approval for 22 the parking restrictions has been obtained from the City of Renton Department of Public 23 Works Transportation Systems Division. 24 25 The Contractor shall be responsible for coordinating with the City's inspector and/or Police 26 Department if the need arises to tow any vehicle(s) violating a posted "No Parking" sign. rir 27 However, the Contractor shall first make an effort to contact the vehicle owner if it is likely 28 the owner lives in the area. 29 30 Detailed Traffic control plans shall be required by the Contractor for some streets prior to 31 paving. 32 33 The Contractor shall provide and use sufficient traffic control equipment and trained 34 personnel at all times. The Federal Highway Administration's Manual On Uniform Traffic 35 Control Devices for streets and highways , Millennium Edition, shall be the guideline used to 3e determine adequate traffic control. Proper traffic control and safety procedure will be used 37 during all phases of the work, to include utility adjustments. 38 39 All work on this contract shall be performed between the off-peak traffic hours of 8:00 a.m. 40 and 4:00 p.m., unless otherwise approved by the engineer. 41 42 so 43 1-10.1 General 44 Section 1-10.1 is supplemented by adding the following: 45 (******) 46 When the bid proposal includes an item for "Traffic Control," the work required for this item 47 shall be all items described in Section 1-10, including, but not limited to: 48 1. Furnishing and maintaining barricades, flashers, construction signing and other 49 channelization devices, unless a pay item is in the bid proposal for any specific 50 device and the Special Provisions specify furnishing, maintaining, and payment in a 51 different manner for that device; 52 2. Furnishing traffic control labor, equipment, and supervisory personnel for all traffic 53 control labor; RENTON GSPS 26 1 3. Furnishing any necessary vehicle(s) to set up and remove the Class B construction low 2 signs and other traffic control devices; 3 4. Furnishing labor and vehicles for patrolling and maintaining in position all of the 4 construction signs and the traffic control devices, unless a pay item is in the bid 40 5 proposal to specifically pay for this work; and 6 5. Furnishing labor, material, and equipment necessary for cleaning up, removing, and 7 replacing of the construction signs and the traffic control devices destroyed or 8 damaged during the life of the project. 4W 9 6. Removing existing signs as specified or a directed by the engineer and delivering to 10 the City Shops or storing and reinstalling as directed by the Engineer. 11 7. Preparing a traffic control plan for the project and designating the person 12 responsible for traffic control at the work site. The traffic control plan shall include 13 descriptions of the traffic control methods and devices to be used b'y the prime 14 contractor, and subcontractors, shall be submitted at or before the preconstruction 15 conference, and shall be subject to review and approval of the Engineer. 16 8. Contacting police, fire, 911, and ambulance services to notify them in advance of 17 any work that will affect and traveled portion of a roadway. 18 9. Assuring that all traveled portions of roadways are open to traffic during peak traffic 19 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 +� 20 special provisions, or as directed by the Engineer. 21 10. Promptly removing or covering all nonapplicable signs during periods when they 22 are not needed. 23 24 If no bid item "Traffic Control" appears in the proposal then all work required by these 25 sections will be considered incidental and their cost shall be included in the other items of 26 work. 27 28 If the Engineer requires the Contractor to furnish additional channelizing devices, pieces of 29 equipment, or services which could not be usually anticipated by a prudent contractor for the 30 maintenance and protection of traffic, then a new item or items may be established to pay for 4W 31 such items. Further limitations for consideration of payment for these items are that they are 32 not covered by other pay items in the bid proposal, they are not specified in the Special 33 Provisions as incidental, and the accumulative cost for the use of each individual 34 channelizing device, piece of equipment, or service must exceed $200 in total cost for the 35 duration of their need. In the event of disputes, the Engineer will determine what is usually 36 anticipated by a prudent contractor. The cost for these items will be by agreed price, price 37 established by the Engineer, or by force account. Additional items required as a result of the 38 contractor's modification to the traffic control plan(s) appearing in the contract shall not be 39 covered by the provisions in this paragraph. 40 41 If the total cost of all the work under the contract increases or decreases by more than 25 .r 42 percent, an equitable adjustment will be considered for the item "Traffic Control" to address 43 the increase or decrease. 44 45 Traffic control and maintenance for the safety of the traveling public on this project shall be 46 the sole responsibility of Contractor and all methods and equipment used will be subject to 47 the approval of Owner. 48 49 Traffic control devices and their use shall conform to City of Renton standards and the 50 Manual on Uniform Traffic Control Devices. 51 52 Contractor shall not proceed with any construction until proper traffic control has been wr 53 provided to the satisfaction of Engineer. Any days lost due to improper traffic control will be 54 charged against Contractor's allowable contract time, and shall not be the cause for a claim 55 for extra days to complete the Work. 56 57 1-10.2(1)B Traffic Control Supervisor 58 Paragraphs 1 and 2 are revised as follows: �wr .r RENTON GSPS 27 err 1 A TCS shall be on the project whenever traffic control labor is required or as authorized by 2 the Engineer. 3 4 The TCS shall assure that all the duties of the TCS are performed during the duration of the 5 contract. During nonwork periods, the TCS shall be able to be on the job site within a 45- 6 minute time period after notification by the Engineer. 7 8 1-10.2(2) Traffic Control Plans 9 Section 1-10.2(2) is supplemented as follows: 11 The Contractor shall be responsible for assuring that traffic control is installed and 12 , maintained in conformance to established standards. The Contractor shall continuously 13 evaluate the operation of the traffic control plan and take prompt action to correct any 14 problems that become evident during operation. 15 16 1-10.3 Flagging, Signs, and All Other Traffic Control Devices 17 Section 1-10.3 is supplemented as follows: 18 (******) 19 At the end of each working day, provisions shall be made for the safe passage of traffic and 20 pedestrians during non-working hours. 21 22 Barricades shall be reflectorized as specified in Part VI of the MUTCD, and shall be 3M 23 diamond grade or equivalent approved by Engineer. Barricades shall also be equipped with 24 flashers. 25 26 1-10.3(3) Construction Signs 27 Section 1-10.3(3) paragraph 1 is revised as follows: ► 28 (******) 29 All signs required by the approved traffic control plan(s) as well as any other appropriate 30 signs prescribed by the Engineer, or required to conform with established standards, will be 31 furnished by the Contractor. 32 33 Section 1-10.3(3) paragraph 4 is revised as follows: 34 (******) 35 " No separate pay item will be provided in the bid proposal for Class A or Class B construction 36 signs. All costs for the work to provide Class A or Class B construction signs shall be 37 included in the unit contract price for the various other items of the work in the bid proposal. 38 39 1-10.3(6) One-Way Piloted Traffic Control Through Construction Zone 40 Section 1-10.3(6) is replaced with: 41 (******) 42 The construction sometimes requires that traffic be maintained on a portion of the roadway ' 43 during the progress of the work using one-way piloted traffic control. If this is the case, the 44 Contractor's operation shall be confined to one-half the roadway, permitting traffic on the 45 other half. if, in the opinion of the Engineer, one-way piloted traffic control is necessary, it 46 shall be provided for as follows: 47 Contractor-Furnished One-Way Piloted Traffic Control. The Contractor shall furnish the pilot 48 car(s) and driver(s) for the pilot car control area. Any necessary flaggers shall be furnished 49 by the Contractor. ► 50 51 1-10.4 Measurement 52 Section 1-10.4 is replaced with: 53 (******) 54 No specific unit of measurement will apply to the lump sum item of"Traffic Control". 55 56 No adjustment in the lump sum bid amount will be made for overtime work or for use of relief 06 57 flaggers. 58 59 1-10.5 Payment 60 Section 1-10.5 is replaced with: Ills RENTON GSPS 28 1 (******) W 2 Payment for all labor, materials, and equipment described in Section 1-10 will be made in 3 accordance with Section 1-04.1, for the following bid items when included in the proposal: 4 up 5 "Traffic Control," lump sum. 6 The lump sum contract price shall be full pay for all costs not covered by other specific pay 7 items in the bid proposal for furnishing, installing, maintaining, and removing traffic control 8 devices required by the contract and as directed by the Engineer in conformance with 4W 9 accepted standards and in such a manner as to maximize safety, and minimize disruption 10 and inconvenience to the public. 11 12 Progress payment for the lump sum item "Traffic Control" will be made as follows: 13 1. When in initial warning signs for the beginning of the project and the end of 14 construction signs are installed and approved by the Engineer, 30 percent of the 15 amount bid for the item will be paid. 16 2. Payment for the remaining 70 percent of the amount bid for the item will be paid on 17 a prorated basis in accordance with the total job progress as determined by 18 progress payments. 19 20 The item "Traffic Control' will be considered for an equitable adjustment per Section 1-04.6 21 only when the total contract price increases or decreases by more than 25 percent. 22 23 The Lump Sum contract price shall be full pay for all costs involved in furnishing the pilot 24 car(s), pilot car driver(s), and the appropriate pilot car sign(s) for any pilot car operation. Any 25 necessary flaggers will be paid under the item for traffic control. 26 .r 27 The Lump Sum contract price shall be full pay for all costs for the labor provided for 28 performing those construction operations described in Section 1-10.3(1) and as authorized 29 by the Engineer. 30 31 The Lump Sum contract price shall be full pay for all costs for performing the work described 32 in Section 1-10.3(3) and Section 1-10.3(4). This payment will include all labor, equipment, 33 and vehicles necessary for the initial acquisition, the initial installation of Class A signs, and 34 ultimate return of all Contracting Agency-furnished signs 35 36 The Lump Sum contract price shall be full pay for all costs involved when a person performs 37 the duties described in Section 1-10.2(1)B including when performing traffic control labor 38 duties. 39 40 The Lump Sum contract price shall be full pay for all costs involved in furnishing the vehicle 41 or vehicles for the work described in Sections 1-10.2(1)B and 1-10.3(2). w 42 43 44 1-11 RENTON SURVEYING STANDARDS 45 The following is a new section with new subsections: 47 1-11.1(1) Responsibility for surveys •r 48 All surveys and survey reports shall be prepared under the direct supervision of a 49 person registered to practice land surveying under the provisions of Chapter 18.43 50 RCW. 51 52 All surveys and survey reports shall be prepared in accordance with the requirements 53 established by the Board of Registration for Professional Engineers and Land Surveyors 54 under the provisions of Chapter 18.43 RCW. 55 56 1-11.1(2) Survey Datum and Precision 57 The horizontal component of all surveys shall have as its coordinate base: The North 58 American Datum of 1983/91. 59 RENTON GSPS 29 r 1 All horizontal control for projects must be referenced to or in conjunction with a minimum 2 of two of the City of Renton's Survey Control Network monuments. The source of the 3 coordinate values used will be shown on the survey drawing per RCW 58.09.070. 4 5 The horizontal component of all surveys shall meet or exceed the closure requirements 6 of WAC 332-130-060. The control base lines for all surveys shall meet or exceed the 7 requirements for a Class A survey revealed in Table 2 of the Minimum Standard Detail 8 Requirements for ALTA/ACSM Land Title Surveys jointly established and adopted by 9 ALTA and ACSM in 1992 or comparable classification in future editions of said 10 document. The angular and linear closure and precision ratio of traverses used for 11 survey control shall be revealed on the face of the survey drawing, as shall the method 12 of adjustment. 13 ' 14 The horizontal component of the control system for surveys using global positioning 15 system methodology shall exhibit at least 1 part in 50,000 precision in line length 16 dependent error analysis at a 95 percent confidence level and performed pursuant to 17 Federal Geodetic Control Subcommittee Standards for GPS control surveys as defined 18 in Geometric Geodetic Accuracy Standards & Specifications for Using GPS Relative 19 Positioning Techniques dated August 1, 1989 or comparable classification in future 20 editions of said document. 21 22 The vertical component of all surveys shall be based on NAVD 1988, the North 23 American Vertical Datum of 1988, and tied to at least one of the City of Renton Survey , 24 Control Network benchmarks. If there are two such benchmarks within 3000 feet of the 25 project site a tie to both shall be made. The benchmark(s) used will be shown on the 26 drawing. If a City of Renton benchmark does not exist within 3000 feet of a project, one 27 must be set on or near the project in a permanent manner that will remain intact �w 28 throughout the duration of the project. Source of elevations (benchmark) will be shown 29 on the drawing, as well as a description of any bench marks established. 30 31 1-11.1(3) Subdivision Information 32 Those surveys dependent on section subdivision shall reveal the controlling monuments 33 used and the subdivision of the applicable quarter section. 34 35 Those surveys dependent on retracement of a plat or short plat shall reveal the 36 controlling monuments, measurements, and methodology used in that retracement. 37 38 1-11.1(4)Field Notes 39 Field notes shall be kept in conventional format in a standard bound field book with 40 waterproof pages. In cases where an electronic data collector is used field notes must 41 also be kept with a sketch and a record of control and base line traverses describing 42 station occupations and what measurements were made at each point. 43 44 Every point located or set shall be identified by a number and a description. Point 45 numbers shall be unique within a complete job. The preferred method of point °46 numbering is field notebook, page and point set on that page. Example: The first point 47 set or found on page 16 of field book 348 would be identified as Point No. 348.16.01, 48 the second point would be 348.16.02, etc. 49 50 Upon completion of a City of Renton project, either the field notebook(s) provided by the 51 City or the original field notebook(s) used by the surveyor will be given to the City. For 52 all other work, surveyors will provide a copy of the notes to the City upon request. In 53 those cases where an electronic data collector is used, a hard copy print out in ASCII 54 text format will accompany the field notes. 55 56 1-11.1(5) Corners and Monuments 57 Corner A point on a land boundary, at the juncture of two or more boundary lines. A 58 monument is usually set at such points to physically reference a corner's location on the 59 ground. 60 so to RENTON GSPS 30 fn 1 Monument Any physical object or structure of record which marks or accurately 2 references: 3 4 • A corner or other survey point established by or under the supervision of an taw 5 individual per section 1-11.1(1) and any corner or monument established by the 6 General Land Office and its successor the Bureau of Land Management including 7 section subdivision corners down to and including one-sixteenth corners; and 8 • Any permanently monumented boundary, right of way alignment, or horizontal .. 9 and vertical control points established by any governmental agency or private 10 surveyor including street intersections but excluding dependent interior lot 11 corners. 12 13 1-11.1(6) Control or Base Line Survey 14 Control or Base Line Surveys shall be established for all construction projects that will 15 create permanent structures such as roads, sidewalks, bridges, utility lines or 16 appurtenances, signal or light poles, or any non-single family building. Control or Base 17 Line Surveys shall consist of such number of permanent monuments as are required 18 such that every structure may be observed for staking or "as-builting" while occupying 19 one such monument and sighting another such monument. A minimum of two of these aw 20 permanent monuments shall be existing monuments, recognized and on record with the 21 City of Renton. The Control or Base Line Survey shall occupy each monument in turn, 22 and shall satisfy all applicable requirements of Section 1-11.1 herein. 23 24 The drawing depicting the survey shall be neat, legible, and drawn to an appropriate 25 scale. North orientation should be clearly presented and the scale shown graphically as 26 well as noted. The drawing must be of such quality that a reduction thereof to one-half V 27 original scale remains legible. 28 29 If recording of the survey with the King County Recorder is required, it will be prepared 30 on 18 inch by 24 inch mylar and will comply with all provisions of Chapter 58.09 RCW. +� 31 A photographic mylar of the drawing will be submitted to the City of Renton and, upon 32 their review and acceptance per the specific requirements of the project, the original will 33 be recorded with the King County Recorder. 34 35 If recording is not required, the survey drawing shall be prepared on 22 inch.by 34 inch 36 mylar, and the original or a photographic mylar thereof will be submitted to the City of 37 Renton. 38 39 The survey drawings shall meet or exceed the requirements of WAC 332-130-050 and 40 shall conform to the City of Renton's Drafting Standards. American Public Works 41 Association symbols shall be used whenever possible, and a legend shall identify all 42 symbols used if each point marked by a symbol is not described at each use. 43 44 An electronic listing of all principal points shown on the drawing shall be submitted with 45 each drawing. The listing should include the point number designation (corresponding 46 with that in the field notes), a brief description of the point, and northing, easting, and 47 elevation (if applicable) values, all in ASCII format, on IBM PC compatible media. 48 49 1-11.1(7) Precision Levels 50 Vertical Surveys for the establishment of bench marks shall satisfy all applicable 51 requirements of section 1-05 and 1-11.1. 52 .w 53 Vertical surveys for the establishment of bench marks shall meet or exceed the 54 standards, specifications and procedures of third order elevation accuracy established 55 by the Federal Geodetic Control Committee. 56 57 Bench marks must possess both permanence and vertical stability. Descriptions of 58 bench marks must be complete to insure both recoverablilty and positive identification 59 on recovery. 60 w RENTON GSPS 31 an 1 1-11.1(8) Radial and Station -- Offset Topography 2 Topographic surveys shall satisfy all applicable requirements of section 1-11.1 herein. 3 4 All points occupied or back sighted in developing radial topography or establishing 5 baselines for station -- offset topography shall meet the requirements of section 1-11.1 6 herein. 7 8 The drawing and electronic listing requirements set forth in section 1-11.1 herein shall go 9 be observed for all topographic surveys. 10 11 1-11.1(9) Radial Topography 12 Elevations for the points occupied or back sighted in a radial topographic survey shall no 13 be determined either by 1) spirit leveling with misclosure not to exceed 0.1 feet or 14 Federal Geodetic Control Committee third order elevation accuracy specifications, OR 15 2) trigonometric leveling with elevation differences determined in at least two directions 16 for each point and with misclosure of the circuit not to exceed 0.1 feet. ab 17 18 1-11.1(10) Station--Offset Topography 19 Elevations of the baseline and topographic points shall be determined by spirit leveling ft 20 and shall satisfy Federal Geodetic Control Committee specifications as to the turn points 21 and shall not exceed 0.1 foot's error as to side shots. 22 1 23 1-11.1(11) As-Built Survey 24 All improvements required to be "as-built" (post construction survey) per City of Renton 25 Codes, TITLE 4 Building Regulations and TITLE 9 Public Ways and Property, must be 26 located both horizontally and vertically by a Radial survey or by a Station offset survey. 27 The "as-built" survey must be based on the same base line or control survey used for 0 28 the construction staking survey for the improvements being "as-built". The "as-built" 29 survey for all subsurface improvements should occur prior to back filling. Close 30 cooperation between the installing contractor and the "as-builting" surveyor is therefore to 31 required. 32 33 All "as-built" surveys shall satisfy the requirements of section 1-11.1(1) herein and shall 34 be based upon control or base line surveys made in conformance with these 40 35 Specifications. 36 37 The field notes for "as-built" shall meet the requirements of section 1-11.1(4) herein and 38 submitted with stamped and signed "as-built" drawings which includes a statement a 39 certifying the accuracy of the "as built". 40 41 The drawing and electronic listing requirements set forth in section 1-11.1(6) herein shall 42 be observed for all"as-built" surveys. ' 43 44 1-11.1(12) Monument Setting and Referencing 45 All property or lot corners, as defined in 1-11.1(5), established or reestablished on a plat 46 or other recorded survey shall be referenced by a permanent marker at the corner point 47 per 1-11.2(1). In situations where such markers are impractical or in danger of being 48 destroyed, e.g., the front corners of lots, a witness marker shall be set. In most cases, 49 this will be the extension of the lot line to a tack in lead in the curb. The relationship to 50 between the witness monuments and their respective corners shall be shown or 51 described on the face of the plat or survey of record, e.g., Tacks in lead on the 52 extension of the lot side lines have been set in the curbs on the extension of said line 53 with the curb." In all other cases the corner shall meet the requirements of section 1- 54 11.2(1) herein. 55 56 All non corner monuments, as defined in 1-11.1(5), shall meet the requirements of 57 section, 1-11.2(2) herein. If the monument falls with in a paved portion of a right of way 58 or other area, the monument shall be set below the ground surface and contained within 59 a lidded case kept separate from the monument and flush with the pavement surface, 60 per section 1-11.2(3) ► RENTON GSPS 32 go 1 2 In the case of right of way centerline monuments all points of curvature (PC), points of 3 tangency (PT), street intersections, center points of cul de sacs shall be set. If the point 4 of intersection, PI, for the tangents of a curve fall within the paved portion of the right of +�. 5 way, a monument can be set at the PI instead of the PC and PT of the curve. 6 7 For all non corner monuments set while under contract to the City of Renton or as part 8 of a City of Renton approved subdivision of property, a City of Renton Monument Card 9 (furnished by the city) identifying the monument; point of intersection (PI), point of 10 tangency (PT), point of curvature (PC), one-sixteenth corner, Plat monument, street 11 intersection, etc., complete with a description of the monument, a minimum of two .� 12 reference points and NAD 83/91 coordinates and NAVD 88 elevation.shall be filled out 13 and filed with the city. 14 15 1-11.2 Materials w 16 17 1-11.2(1) Property/Lot Corners 18 Corners per 1-11.1(5) shall be marked in a permanent manner such as 1/2 inch 19 diameter rebar 24 inches in length, durable metal plugs or caps, tack in lead, etc. and 20 permanently marked or tagged with the surveyor's identification number. The specific 21 nature of the marker used can be determined by the surveyor at the time of installation. 22 23 1-11.2(2) Monuments 24 Monuments per 1-11.1(5) shall meet the requirements as set forth in City of Renton 25 Standard Plans page H031 and permanently marked or tagged with the surveyor's 26 identification number. +w 27 28 1-11.2(3) Monument Case and Cover 29 Materials shall meet the requirements of section 9722 and City of Renton Standard 30 Plans page H031. 31 32 33 2-02 REMOVAL OF STRUCTURE AND OBSTRUCTIONS 34 Section 2-02 is revised supplemented as follows: 35 (******) 36 General Requirements 37 38 The Contractor shall remove all plastic traffic buttons and all thermoplastic markings 39 from the roadway surface and area must be swept clean prior to application of the tack w 40 coat for overlay. 41 42 43 2-02.3(3) Removai of Pavement, Sidewaiks, and Curbs 44 Section 2-02.3(3) is revised and supplemented as follows: 45 (** ** ) 46 Item 1." Is revised as follows: 47 In removing pavement, sidewalks, driveways, and curbs, the Contractor shall haul 48 broken-up pieces to some off-project site. 49 50 The section is supplemented as follows: .. 51 When an area where pavement, sidewalk, or driveway has been removed is to be 52 opened to traffic before pavement patching has been completed, temporary mix asphalt 53 concrete patch shall be required. Temporary patching shall be placed to a minimum 54 depth of 2 inches immediately after backfilling and compaction are complete, and before 55 the road is opened to traffic. MC cold mix or MC hot mix shall be used at the discretion 56 of the Engineer. 57 .w 58 Section 2-02.4 replaces the existing vacant section: RENTON GSPS 33 rr 1 (******) a 2 2-02.4 Measurement 3 Sawcutting existing cement and asphalt concrete pavements shall be measured by the linear 4 foot along the sawcut, full depth. Wheelcutting of pavement will not be measured for 5 separate payment, but shall be included in other items of Work. as 6 7 2-02.5 Payment 8 Section 2-02.5 is supplemented by adding: 9 (******) err 10 The removal and disposal of plastic traffic buttons and thermoplastic markings shall be 11 considered incidental to the project and no additional compensation shall be made. 12 13 14 "Saw Cutting", per Lineal Foot. 15 "Remove Sidewalk", per Square Yard. 16 "Remove Curb and Gutter", per Lineal Foot. 17 "Cold Mix", per Ton 18 "Remove Asphalt Concrete Pavement," per square yard. 19 "Remove Cement Concrete pavement," per square yard. ,, 20 "Remove existing " per 21 22 All costs related to the rembval and disposal of structures and obstructions including saw 23 cutting, excavation, backfilling and temporary asphalt shall be considered incidental to and +rr 24 included in other items unless designated as specific bid items in the proposal. If pavements, 25 sidewalks, or curbs lie within an excavation area and are not mentioned as separate pay 26 items, their removal will be paid for as part of the quantity removed in excavation. If they are 27 mentioned as a separate item in the proposal, they will be measured and paid for as 28 provided under Section 2-02.5, and will not be included in the quantity calculated for 29 excavation. 30 wr 31 32 5-04 HOT MIX ASPHALT 33 5-04.3(5) Conditioning of Existing Surface 34 35 Section 5-04.3(5) is supplemented by adding: 36 (******) yrr 37 38 The Contractor shall maintain existing surface contour during overlay, unless otherwise 39 instructed by City engineer. ,w 40 41 Some streets may require some pre-leveling, at the discretion of the City's inspector. A? am 43 "Thickened edges" may be required on some streets. 44 45 5-04.3(5)A Preparation of Existing Surfaces 46 Section 5-04.3(5)A is supplemented by adding: 48 49 The Contractor shall provide their own mechanical sweeping equipment. The sweeper will 50 be on the project prior to the start of paving, to insure the streets to be paved are clean 51 before the tack coat is applied. The sweeper will keep the streets clean ahead of the paving 52 machine and clean the streets behind the empty trucks that have dumped their loads into the 53 paving machine. The sweeper must sweep all streets made dirty by the Contractor's 54 equipment. If the paving machine is "walked" from one site to another, the sweeper must 55 sweep up behind paving machine. The sweeper shall not leave the overlay site until given 56 permission by the City's inspector. RENTON GSPS 34 2 All utilities shall be painted with a biodegradable "soap" to prevent the tack and ACP from 3 sticking to the lids. Diesel shall not be used. After the application of soap, catch basins 4 must be covered to prevent tack and ACP from getting into catch basin. 5 6 Preparation of existing surface shall be done as outlined in this section and a tack coat shall 7 be applied at the rate of 0.02 to 0.08 gallons per square yard. Payment for preparation of ow 8 the surface and application of the tack coat shall be considered incidental to the paving and 9 no separate payment shall be made. 10 on 11 All overlay ends and edges shall be sealed within five days following the completion of the 12 overlay . 13 dw 14 The Contractor shall locate all utilities for access immediately after overlay and mark the 15 location by means of painting a circle around the location and scooping a portion of asphalt 16 4"-6" in diameter and the depth of the overlay from the center of the utility location. an 17 18 The Contractor shall locate and completely expose gas and water valves for access 19 immediately after final rolling- 20 aw 21 The day following the start of application of ACP, utility adjustments must begin. The 22 Contractor shall have an adjustment crew adjusting utilities every workable working day until 23 adjustments are complete. to 24 25 During the adjustment of any utility, existing concrete bricks or grouting material that has 26 been broken or cracked shall be removed and replaced at the Contractor's expense. +w 27 28 Utility adjustment shall be made per contract with respect to materials and methods except 29 for revisions approved in the field by the City engineer. 30 31 Utility patches shall be sealed weekly. 32 33 Utility adjustments must be completed 15 working days after overlay is complete, and within 34 the specified working days. 35 36 Payment for utility adjustments includes all labor, materials, tools, and equipment necessary "� 37, to complete the adjustments (including asphalt concrete pavement). 38 39 «. 40 5-04.3(7)A Mix Design 41 Item 2 is deleted and replaced with: 42 (*****) 43 44 1. Nonstatistical HMA Evaluation. The contractor shall submit a certification 45 that the mix design submitted meets the requirements of Sections 9-03.8(2) and 9- ,w, 46 03.8(6). The contractor must submit the mix design using DOT Form 350-042 EF. 47 Verification of the mix design by the Contracting Agency is not needed. The Project 48 Engineer will determine anti-strip requirements for the HMA. 49 `w 50 The mix design will be the initial job mix formula (JMF) for the class of mix. 51 Any additional adjustments to the JMF will require the approval of the Project 52 Engineer and may be made per Section 9-03.8(7) RENTON GSPS 35 +r 1 a 2 5-04.3(8)A Acceptance Sampling and Testing—HMA Mixture 3 Item 1 is deleted and replaced with: 4 to 5 6 1. General. Acceptance of HMA shall be as provided under nonstatistical or 7 commercial evaluation. va 8 9 Nonstatistical evaluation will be used for the acceptance of HMA 10 to 11 Commercial evaluation will be used for Commercial HMA and for other classes of 12 HMA in the following applications: sidewalks, road approaches, ditches, slopes, 13 paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications 14 as approved by the Project Engineer. Sampling and testing of HMA accepted by 10 15 commercial evaluation will be at the option of the Engineer. The proposal quantity of 16 HMA that is accepted by commercial evaluation will be excluded from the quantities 17 used in the determination of nonstatistical evaluation. 06 18 19 Item 7 is deleted 20 21 5-04.3(9) Spreading and finishing 22 Section 5-04.3(5) is supplemented by adding: 23 *****) 24 25 The Contractor shall maintain a straight edge on mat, where there is no gutter-line, to a + 2" 26 per 100 linear feet tolerance. The Contractor may be required to pull a string line and paint a 27 line as a guide. 28 29 During overlay procedure, driveways and connecting streets shall be tied to new mat by 30 means of adding additional material and "FEATHERING" the edge. All material raked off 31 shall be removed from site. 32 33 NE 4th Street, between Monroe Ave NE and Union Ave NE, Wells Ave S, between S 3rd , 34 and S 2nd, and Williams Ave S, between S 3rd St and S 2nd St shall be paved in two 35 lifts. The first lift shall be 1 % inches thick as a pre-level course, and the second lift 36 shall also be 1 % inches thick. The first lift shall be installed using a "ski"attached to to 37 the paver. On NE 4th St, the intersections at both ends shall be paved. The 38 intersections on S 2nd St at Wells and Williams AV S shall be paved. Part of the 39 intersections on S 3rd St at Wells and Williams Av S shall be partially paved. The 40 40 areas to be paved will be marked by the Engineer. 41 42 5-04.3(14) Planing Bituminous Pavement wr 43 44 5-04.3(14) is supplemented with the following: 45 *****) 46 47 Areas for cold-planing will be marked out by the Engineer in the field and also shown typical 48 in the standard plan. 49 50 The two outside lanes of NE 4th shall be ground two inches at the curb to no inches at 51 the lane line. The entire intersections at Monroe Av NE and Union Ave NE shall be RENTON GSPS 36 40 1 ground down two inches. On the east side of NE 4th at Union, the asphalt shall be 2 ground off the first set of concrete panels, approximately 54'X 12'. 3 4 On SE 6th Street, the entire Street shall be ground down two inches. On Wells Av S AV 5 and Williams Av S, the entire streets shall be ground two inches at the curbs, to four 6 inches at the center of each street. 7 ww 8 9 5-04.5(1)A Price Adjustments for Quality of HMA 10 Section is deleted and replaced with: am 11 (**.**) f 12 Statistical analysis of quality of gradation and asphalt content will be performed 13 based on Section 1-06.2 using the following price adjustment factors: we 14 Table of Price Adjustment Factors 15 Constituent Factor "f" 16 All aggregate passing: 1 '/", 1", 3/", „N, 17 '/", 3/8" and No. 4 sieves 2 18 All aggregate passing No. 8, No 16, 19 No. 30, No. 50, No. 100 3 1, 20 All aggregate passing No. 200 sieve 20 21 Asphalt binder 52 22 23 A pay factor will be calculated for sieves listed in Section 9-03.8(7) for the class of 24 HMA and for the asphalt binder. 25 1. Nonstatistical Evaluation. Each lot of HMA produced under Nonstatisical 26 Evaluation and having all constituents falling within the tolerance limits of the "" 27 job mix formula shall be accepted at the unit contract price with no further 28 evaluation. When one or more constituents fall outside the nonstatistical 29 acceptance tolerance limits in Section 9-03.8(7), the lot shall be evaluated in w. 30 accordance with Section 1-06.2 to determine the appropriate CPF. The 31 nonstatistical tolerance limits will be used in the calculation of the CPF and 32 the maximum CPF shall be 1.00. When less than three sublots exist, backup 33 samples of the existing sublots or samples from the street shall be tested to 34 provide a minimum of three sets of results for evaluation. 35 2. Commercial Evaluation. If sampled and tested, HMA produced under 36 Commercial Evaluation and having all constituents falling within the tolerance 37 limits of the job mix formula shall be accepted at the unit contract price with 38 no further evaluation. When one or more constituents fall outside the 39 commercial acceptance tolerance limits in Section 9-03.8(7), the lot shall be 40 evaluated to determine the appropriate CPF. The commercial tolerance limits 41 will be used in the calculation of the CPF and the-maximum CPF shall be 42 1.00. When less than three sublots exist, backup samples of the existing 43 sublots or samples from the street shall be tested to provide a minimum of 44 three sets of results for evaluation. 45 raw 46 For each lot of HMA produced under Nonstatistical or Commercial Evaluation when 47 the calculated CPF is less than 1.00, a Nonconforming Mix factor (NCFM) will be 48 determined. THE NCFM equals the algebraic difference of CPF minus 1.00 multiplied by 60 aw 49 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the 50 NCMF, the quantity of HMA in the lot in tons, and the unit contract price per ton of the mix. 51 w RENTON GSPS 37 1 If a constituent is not measured in accordance with these Specifications, its individual pay 2 factor will be considered 1.00 in calculating the composite pay factor. 3 4 5-04.5(1)A Price Adjustments for Quality of HMA Compaction r 5 Section is deleted and replaced with: 6 (*****) 7 The maximum CPF of a compaction lot is 1.00 8 9 For each compaction lot of HMA when the CPF is less than 1.00, a Nonconforming 10 Compaction Factor (NCCF) will be determined. THE NCCF equals the algebraic difference 11 of CPF minus 1.00 multiplied by 40 percent. The Compaction Price Adjustment will be 12 calculated as the product of the NCFF, the quantity of HMA in the lot in tons and the unit 13 contract price per ton of the mix. 14 , 15 5-04.5(2) Bid Item Schedule A, Number 3., Rehabilitate Ripley Lane Trail, 16 Lump Sum 17 „ 18 The unit price shown shall cover the complete cost of labor, materials, equipment, 19 mobilization, traffic control (if needed), trenching, installing root barrier, grinding, 20 removing pieces of roots, grading and compacting the ground up asphalt, applying a 21 tack coat, installing Petro-mat, installing and compacting two inches of HMA. The 22 unit price shall also include removing the two existing bollards and installing one 23 bollard at the south end of the trail. The old bollards shall become the property of the 24 City of Renton and the City of Renton shall supply the new bollard. 25 26 27 7-05 MANHOLES, INLETS, AND CATCH BASINS 28 29 7-05.3 Construction Requirements 30 31 32 7-05.3(1) Adjusting Manholes and Catch Basins to Grade 33 Section 7-05.3(1) is replaced with: 34 (******) 35 Where shown in the Plans or where directed by the Engineer, the existing manholes, 36 catch basins, or inlets shall be adjusted to the grade as staked or otherwise designated 37 by the Engineer. „ 38 39 The existing cast iron ring and cover on manholes and the catch basin frame and grate 40 shall first be removed and thoroughly cleaned for reinstalling at the new elevation. From 41 that point, the existing structure shall be raised or lowered to the required elevation. to 42 43 The Contractor shall construct manholes so as to provide adjustment space for setting 44 cover and casting to a finished grade as shown on the construction plans, Manhole ring 45 and covers shall be adjusted to the finished elevations per standard detail BR29, SP +r 46 Page 8074, prior to final acceptance of the work. Manholes in unimproved areas shall 47 be adjusted to 6" above grade. 48 49 In unpaved streets: Manholes, catch basins and similar structures in areas to be 50 surfaced with crushed rock or gravel shall be constructed to a point approximately eight 51 inches below the subgrade and covered with a temporary wood cover. Existing 52 manholes shall be cut off and covered in a similar manner. The contractor shall , 53 carefully reference each manhole so that they may be easily found upon completion of 54 the street work. After placing the gravel or crushed stone surfacing, the manholes and 55 manhole castings shall be constructed to the finished grade of the roadway surface. 56 Excavation necessary for bringing manholes to grade shall center about the manhole ► RENTON GSPS 38 1 and be held to the minimum area necessary. At the completion of the manhole 2 adjustment, the void around the manhole shall be backfilled with materials which result 3 in the section required on the typical roadway section, and be thoroughly compacted. 4 ,,w 5 In cement concrete pavement: Manholes, catch basins and similar structures shall be 6 constructed and adjusted in the same manner as outlined above except that the final 7 adjustment shall be made and cast iron frame be set after forms have been placed and 8 checked. In placing the concrete pavement, extreme care shall be taken not to alter the 9 position of the casting in any way. 10 11 In asphalt concrete pavement: Manholes shall not be adjusted until the pavement is 12 completed, at which time the center of each manhole shall be carefully relocated from 13 references previously established by the,contractor. The pavement shall be cut in a 14 restricted area and base material be removed to permit removal of the cover. The 15 manhole shall then be brought to proper grade utilizing the same methods of 16 construction as for the manhole itself. The cast iron frame shall be placed on the 17 concrete blocks and wedged up to the desired grade. The asphalt concrete pavement 18 shall be cut and removed to a neat,circle, the diameter of which shall be equal to the 19 outside diameter of the cast iron frame plus two feet. The base materials and crushed +■• 20 rock shall be removed and Class 3000 or Commercial Portland Cement Concrete shall 21 be placed so that the entire volume of the excavation is replaced up to within but not to 22 exceed 2 inches of the finished pavement surface. On the day following placement of 23 the concrete, the edge of the asphalt concrete pavement, and the outer edge of the 24 casting shall be painted with hot asphalt cement. Asphalt Class G concrete shall then be 25 placed and compacted with hand tampers and a patching roller. The complete patch 26 shall match the existing paved surface for texture, density, and uniformity of grade. The 27 joint between the patch and the existing pavement shall then be carefully painted with 28 hot asphalt cement or asphalt emulsion and shall be immediately covered with dry 29 paving sand before the asphalt cement solidifies. The inside throat of the manhole shall 30 be thoroughly mortared and plastered. +W 31 32 Adiustment of inlets: The final alignment and grade of cast iron frames for new and old 33 inlets to be adjusted to grade will be established from the forms or adjacent pavement 34 surfaces. The final adjustment of the top of the inlet will be performed in similar manner 35 to the above for manholes. On asphalt concrete paving projects using curb and gutter 36 section, that portion of the cast iron frame not embedded in the gutter section shall be 37 solidly embedded in concrete also. The concrete shall extend a minimum of six inches 38 beyond the edge of the casting and shall be left 2 inches below the top of the frame so 39 that the wearing course of asphalt concrete pavement will butt the cast iron frame. The 40 existing concrete pavement and edge of the casting shall be painted with hot asphalt 41 cement. Adjustments in the inlet structure shall be constructed in the same manner and r 42 of the same material as that required for new inlets. The inside of the inlets shall be 43 mortared and plastered. 44 45 Monuments and cast iron frame and cover: Monuments and monument castings shall 46 be adjusted to grade in the same manner as for manholes. 47 48 Valve box castings: Adjustments of valve box castings shall be made in the same 49 manner as for manholes. 50 51 52 7-05.4 Measurement 53 Section 7-05.4 is revised and supplemented as follows: 54 (******) 55 Manholes will be measured per each. Measurement of manhole heights for payment 56 purposes will be the distance from finished rim elevation to the invert of the lowest outlet "' 57 pipe. 58 .r RENTON GSPS 39 wr 1 Adjustments of new structures and miscellaneous items such as valve boxes shall be a 2 considered incidental to the unit contract price of the new item and no further compensation 3 shall be made. 4 5 Adjustment of existing structures and miscellaneous items such as valve boxes shall be 0 6 measured by "Adjust Existing ," per each, which shall be full pay for all labor and 7 materials including all concrete for the completed adjustment in accordance with Section 7- 8 05.3(1) and the City of Renton Standard Details. 9 *0 10 Connection to existing pipes and structures shall be measured per each. 11 12 7-05.5 Payment 10 13 Section 7-05.5 is supplemented as follows: 14 (******) 15 "Adjust Existing " per each. 16 The unit contract price per each for "Adjust Existing shall be full pay for all costs �r 17 necessary to make the adjustment including restoration of adjacent areas in a manner 18 acceptable to the Engineer. 19 to 20 If no bid item for Structure Excavation Class A or Structure Excavation Class B is included in 21 the schedule of prices then the work will be considered incidental and its cost should be 22 included in the cost of the pipe. 23 to 24 "Connect to Existing Catch Basin," per each. 25 26 "Connect Structure to existing pipe," per each. 27 No 28 29 8-09 RAISED PAVEMENT MARKERS 30 .r 31 8-09.5 Payment 32 Section 8-09.5 has been revised as follows: 33 (......) 34 Payment will be made for each of the following bid items that are included in the pfoposal: 35 "Raised Pavement Marker Type 1", per each. 36 "Raised Pavement Marker Type 2", per each. 37 "Raised Pavement Marker Type 3- In.", per each. 38 "Recessed Pavement Marker", per each. 39 The unit contract price per each for "Raised Pavement Marker Type 1", "Raised Pavement 40 Marker Type 2", and "Raised Pavement Marker Type 3- In." and "Recessed 41 Pavement Marker"shall be full pay for all labor, materials, and equipment necessary for 42 furnishing and installing the markers in accordance with these Specifications including all 43 cost involved with traffic control unless traffic control is listed in the contract as a separate 44 pay item. 45 46 47 8-14 CEMENT CONCRETE SIDEWALKS 48 8-14.3(3) Placing and Finishing Concrete 49 Section 8-14.3(4) is supplemented by adding the following: 51 52 On newly placed sidewalk ramps, the detectable warning pattern shall be achieved by a 53 cast-in-place material and installed before the concrete has cured. The material and 54 methods of detectable warning pattern placement is subject to the engineer's approval. 55 wr RENTON GSPS 40 I On streets with concrete work, the curb and gutter and/or curb ramps shall be installed 2 before the street is overlaid. 3 4 8-14.3(4) Curing ow 5 Section 8-14.3(4) is replaced with: 7 The curing materials and procedures outlined in Section 5-05.3(13) of the Standard 8 Specifications shall prevail, except that white pigmented curing compound shall not be "" 9 used on sidewalks. The curing agent shall be applied immediately after brushing and 10 be maintained for a period of 5 days. 11 12 The Contractor shall have readily available sufficient protective covering, such as 13 waterproof paper or plastic membrane, to cover the pour of an entire day in the event of 14 rain or other unsuitable weather. During the curing period, all traffic, both pedestrian 15 and vehicular, shall be excluded. Vehicular traffic shall be excluded for such additional r 16 time as the Engineer may specify. 17 18 The Contractor shall be responsible for barricading, patrolling, or otherwise protecting 19 the newly placed concrete to prevent damage. Damaged, vandalized, discolored, 20 stained, or unsightly concrete shall be removed and replaced at the expense of the 21 Contractor. 22 23 8-14.3(5) Ramp Detectable Warning Retrofit 24 (******) 25 On the existing curb ramps, the Contractor shall install preformed thermoplastic wr 26 detectable warnings approved by the engineer. 27 28 29 8-14.4 Measurement r► 30 Section 8-14.4 is supplemented by adding the following: 31 (******) 32 When the contract contains a pay item for "Curb Ramp, Cement Concrete," the per each 33 measurement shall include all costs for the complete installation per the plans and standard ow 34 details including expansion joint material, curb and gutter 'and ramped sidewalk section. 35 Sawcutting, removal and disposal of excavated materials including existing pavement and 36 sidewalk, crushed surfacing base materials and all other work, materials and equipment 37 required per Section 8-14 shall be included in the per each price for "Curb Ramp, Cement "` 38 Concrete". 39 40 8-14.5 Payment 41 Section 8-14.5 is supplemented by adding the following: 42 (******) 43 "Curb Ramp, Cement Concrete," per each. AA 45 46 8-20.3(14) Signal Systems 47 48 8-20.3(14)C Induction Loop Vehicle Detectors 49 Section 8-20.3(14)C is revised as follows: 50 11. Install sealant per Section 9-02.1(10). 51 52 8-20.3(14)D Test for Induction Loops and Lead-in Cable 53 Section 8-20.3(14)D is supplemented by adding the following: 54 (******) 55 The Contractor shall keep records of field testing and shall furnish the engineer with *+ 56 a copy of the results. 57 58 w. RENTON GSPS 41 ww 1 8-22 PAVEMENT MARKING rrr 2 3 8-22.1 Description 4 The following item in Section 8-22.1 is revised as follows: 5 (******) 6 Crosswalk Stripe 7 A SOLID WHITE line, 8 inches wide and 10-feet long, installed parallel to another crosswalk 8 stripe and parallel to the direction of traffic flow and centered in pairs on lane lines and the 9 center of lanes. See detail sheet. 10 11 Skip Center Line (Replacement) do 12 A BROKEN YELLOW line 4,inches wide. The broken or "skip" pattern shall be based on a 13 24-foot unit consisting of a 9-foot line and a 15-foot gap. Skip center strip is used as center 14 line delineation on two-lane or three-lane, two-way highways. 15 16 Double Yellow Center Line (Replacement) 17 Two SOLID YELLOW lines, each 4 inches wide, separated by a 4-inch space. Double yellow 18 center stripe is used as center line delineation on multilane, two-way highways and for 19 channelization. 20 21 Approach Line (New) 22 A SOLID WHITE line, 8 inches wide, used to separate left and right turning movements from 23 through movements, to separate high occupancy vehicle lanes from general purpose lanes, 24 for islands, hash marks, and other applications. Hash mark stripes shall be placed on 45- 25 degree angle and 10 feet apart. 26 27 Lane Line (Replacement) 28 A BROKEN WHITE line, 4 inches wide, used to delineate adjacent lanes traveling in the 29 same direction. The broken or "skip" pattern shall be based on a 24-foot unit consisting of a rr .30 9-foot line and a 15-foot gap. 31 32 Two Way Left Turn Line (Replacement) 33 A SOLID YELLOW line, 4 inches wide, with a BROKEN YELLOW line, 4 inches wide, r„ 34 separated by a 4-inch space. The broken or skip' pattern shall be based on a 24-foot unit 35 consisting of a 9-foot line and a 15-foot space. The solid line shall be installed to the right of 36 the broken line in the direction of travel. 37 ' 38 Crosswalk Line (Replacement) 39 A SOLID WHITE line, 8 inches wide and 10 feet long, installed parallel to another crosswalk 40 stripe and parallel to the direction of traffic flow and centered in pairs on lane lines and the 41 center of lanes. See detail sheet. 42 43 Stop Line (Replacement) 44 A SOLID WHITE line 12, 18, or 24 inches wide as noted on the Contract plans. 40 45 46 8-22.3(5) Installation Instructions 47 Section 8-22.3(5) is revised as follows: 48 (******) err 49 A manufacturer's technical representative need not be present at the initial material 50 installation to approve the installation procedure. 51 52 8-22.5 Payment 53 Section 8-22.5 is supplemented as follows: 54 (******) 55 "Approach Stripe," per linear foot. 56 57 "Remove Paint Line ....." wide," per linear foot.* 58 59 "Remove Plastic Line ........ Wide," per linear foot.* RENTON GSPS 42 > 1 "~ 2 "Remove existing traffic markings, "per lump sum.* 3 4 *The linear foot contract price for "Remove Paint Line" and "Remove Plastic Line" and the ,. 5 lump sum contract price for "Remove existing traffic markings" shall be full compensation for 6 furnishing all labor, tools, material, and equipment necessary for removal of existing traffic 7 markings as per the plans, specifications and detail sheets. If these pay items do not appear 8 in the contract schedule of prices, then the removal of old or conflicting traffic markings W' 9 required to complete the channelization of the project as shown on the plans or detail sheets 10 shall be considered incidental to other items in the contract and no further compensation 11 shall be made. 12 13 8-23 TEMPORARY PAVEMENT MARKINGS 14 �. 15 8-23.5 Payment 16 Section 8-23.5 is supplemented with the following: 17 (******) 18 If no pay item is included in the contract for installation or for removal of temporary pavement 19 markings then all costs associated with these items are considered incidental to other items 20 in the contract or included under"Traffic Control," if that item is included as a bid item. 21 t 22 • Secure a swivel device that will pass through the conduit onto the pull tape. 23 • Attach a shearing pin rated at or below the manufactures recommended breaking 24 strength for the fiber. 25 • Attach the fiber and the detectable pulling tape to the shearing pin. r 26 • Pull fiber through the conduit using an approve lubricant. 27 • A mechanical device may be used as long as the manufactures recommended 28 breaking strength is not exceeded. Hand pulling is recommended. 29 • Care shall be taken as to not bend the fiber optic cable more than is 30 recommended by the manufacturer. 31 32 9-02 BITUMINOUS MATERIALS �. 33 Section 9-02.1(10) is a new section: 34 (******) 35 9-02.1(10) Loop Sealant (RC) ow 36 Unless specified otherwise in the contract or permitted by the Engineer upon request from 37 the Contractor, loop sealant shall be hot-melt, rubberized asphalt sealant (Crafco Loop 38 Detector Sealant or approved equal), shall meet the penetration, flow and resilience 39 specifications of ASTM D3407. aw 40 , 41 The Contractor shall request and obtain approval from the Engineer for the type of loop 42 sealant to be used before installing detector loops and shall submit manufacturer cutsheets V, 43 or other data if requested by the Engineer in order to enable the Engineer to determine the 44 acceptability of the sealant. 45 46 (January 5, 2004) +W 47 48 9-03.8(7) HMA Tolerances and Adjustments 49 Item 1 is deleted and replaced with: or 50 (****) 51 1. Job Mix Formula Tolerances. After the JMF is determined as required in 5- 52 04.3(7)A, the constituents of the mixture at the time of acceptance shall conform to the or 53 following tolerances: 54 Nonstatistical Commercial 55 Evaluation Evaluation V„ 56 Aggregate, percent passing aw RENTON GSPS 43 WW .. 1 1", W, '/2", and 3/8" sieves ±6% ±8% 2 U.S. No. 4 sieve ±6% ±8% 3 U.S. No. 8 sieve ±6% ±8% o. 4 U.S. No. 16 sieve ±4% ±6% 5 U.S. No. 30 sieve ±4% ±6% 6 U.S. No. 50 sieve ±4% ±6% .. 7 U.S. No. 100 sieve ±3% ±5% 8 U.S. No. 200 sieve ±2.0% ±3.0% 9 Asphalt Binder ±0.5% ±0.7% .r 10 ' 11 VMA 1.5% below minimum value in 9-03.8(2) 12 VFA min. and max. as listed in 9-03.8(2) VM 13 Va 2.5% minimum and 5.5% maximum 14 15 These tolerance limits constitute the allowable limits as described in Section 1-06.2. we 16 The tolerance limit for aggregate shall not exceed the limits of the control points section, 17 except the tolerance limits for sieves designated as 100% passing will be 99-100. 18 19 .W 20 9-23 CONCRETE CURING MATERIALS AND ADMIXTURES 21 22 9-23.9 Fly Ash (RC) 1W 23 Section 9-23.9 is revised as follows: 24 (******) 25 Fly ash shall not be used around water lines. 26 27 28 29 .r aw u. .. o .r w.� "W RENTON GSPS 44 vi.r or CITY OF RENTON ow 2006 STREET OVERLAY WITH CURB RAMPS CONTRACT DOCUMENTS we .■ .. v AMENDMENTS TO THE STANDARD SPECIFICATIONS a fm ow ow Aw mv Aw aw W 4 1 INTRODUCTION 2 The following Amendments and Special Provisions shall be used in conjunction with the 3 2006 Standard Specifications for Road, Bridge, and Municipal Construction. 4 5 AMENDMENTS TO THE STANDARD SPECIFICATIONS 6 .. 7 The following Amendments to the Standard Specifications are made a part of this contract 8 and supersede any conflicting provisions of the Standard Specifications. For informational 9 purposes, the date following each Amendment title indicates the implementation date of the 10 Amendment or the latest date of revision. 11 ` 12 Each Amendment contains all current revisions to the applicable section of the Standard 13 Specifications and may include references which do not apply to this particular project. 14 15 SECTION 1-04, SCOPE OF THE WORK 16 April 3, 2006 17 1-04.6 Variation in Estimated Quantities 18 The paragraph beginning with if the adjusted final quantity of any items, is revised to read: 19 20 If the adjusted final quantity of any item does not vary from the quantity shown in the 21 proposal by more than 25%, then the Contractor and the Contracting Agency agree that 22 all work under that item will be performed at the original contract unit price. 23 24 25 SECTION 1-06, CONTROL OF MATERIAL 26 April 3, 2006 27 28 1-06.1 Approval of Materials Prior To Use 29 The second sentence in the first paragraph is revised to read. 30 31 The Contractor shall use the Qualified Product List (QPL), the Aggregate Source 32 Approval (ASA) Database, or the Request for Approval of Material (RAM) form. 33 . a' 34 Number 1 under the second paragraph is revised to read: 35 36 1. Shall be new, unless the Specia! ProVicinnS or Standard Specification s }:per i i it 37 otherwise; 38 39 1-06.1(1) Qualified Products List (QPL) ,■. 40 This section is supplemented with the following: 41 42 The current QPL can be accessed on-line at www.wsdot.wa.gov/biz/mats/QPL/QPL.cfm 43 44 The following new sub-section is inserted to follow 1-06.1(2). 45 46 1-06.1(3) Aggregate Source Approval (ASA) Database 47 The ASA is a database containing the results of WSDOT preliminary testing of 48 aggregate sources. This database is used by the Contracting Agency to indicate the 49 approval status of these aggregate sources for applications that require preliminary 1 testing as defined in the contract. The ASA 'Aggregate Source Approval Report' 0 2 identifies the currently approved applications for each aggregate source listed. The 3 acceptance and use of these aggregates is contingent upon additional job sampling 4 and/or documentation. 5 W 6 Aggregates approved for applications on the ASA 'Aggregate Source Approval Report' 7 not conforming to the specifications, not fulfilling the acceptance requirements, or 8 improperly handled or installed, shall be replaced at the Contractor's expense. ` 9 10 For questions regarding the approval status of an aggregate source, contact the 11 WSDOT Regional Materials Engineer for the Region the source is located in. The 46 12 Contracting Agency reserves the right to make revisions to the ASA database at 13 anytime. 14 to 15 If there is a conflict between the ASA database and the contract, then the contract shall 16 take precedence over the ASA database in accordance with Section 1-04.2. The ASA 17 database can be accessed on-line at www.wsdot.wa.gov/biz/mats/ASA rr 18 19 1-06.2(2)D Quality Level Analysis 20 Item 9 under the first paragraph is revised to read: 21 22 9. Determine the Composite Pay Factor (CPF) for each lot. 23 24 25 CPF = f1(PF1) + f2(PF2) ++ fi(PFi) 26 Ji No 27 i = 1 to j 28 29 where: fi price adjustment factor listed in these 30 Specifications for the applicable material 31 32 j = number of constituents being evaluated ` 33 34 SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 35 January 3, 2006 to 36 37 1-07.10 Worker's Benefits 38 The fourth paragraph is revised to read: 39 40 The Public Works Contract Division of the Washington State Department of Labor 41 and Industries will provide the Contractor with applicable industrial insurance and 42 medical aid classification and premium rates. After receipt of Revenue Release from 43 the Washington State Department of Revenue, the contracting agency will verify 44 through the Department of Labor and Industries that the Contractor is current with 45 respect to the payments of industrial insurance and medical aid premiums. 46 47 1-07.15 Temporary Water Pollution/Erosion Control 48 The first paragraph is revised to read. 49 go 1 In an effort to prevent, control, and stop water pollution and erosion within the «w 2 project, thereby protecting the work, nearby land, streams, and other bodies of 3 water, the Contractor shall perform all work in strict accordance with all Federal, 4 State, and local laws and regulations governing waters of the State, as well as ... 5 permits acquired for the project. 6 7 SECTION 1-08, PROSECUTION AND PROGRESS +� 8 April 3, 2006 9 10 1-08.3 Progress Schedule 11 This section-is revited to read: 12 13 1-08.3 Progress Schedule • 14 1-08.3(1) General Requirements 15 The Contractor shall submit Type A or Type B Progress Schedules and Schedule 16 Updates to the Engineer for approval. Schedules shall show work that complies 17 with all time and order of work requirements in the contract. Scheduling terms and 18 practices shall conform to the standards established in Construction Planning and 19 Scheduling, Second Edition, published by the Associated General Contractors of 20 America. Except for Weekly Look-Ahead Schedules, all schedules shall meet 21 these General Requirements, and provide the following information: 22 23 1. Include all activities necessary to physically complete the project. 24 - 25 2. Show the planned order of work activities in a logical sequence. 26 VW 27 3. Show durations of work activities in working days as defined in Section 1- 28 08.5. 29 ow 30 4. Show activities in durations that are reasonable for the intended work. 31 32 5. Define activity durations in sufficient detail to evaluate the progress of +rr 33 individual activities on a daily basis. 34 35 6. Show the physical completion of all work within the authorized contract VW 36 time. 37 38 The Contracting Agency allocates its resources to a contract based on the total .r 39 time allowed in the contract. The Contracting Agency may accept a Progress 40 Schedule indicating an early physical completion date but cannot guarantee the 41 Contracting Agency's resources will be available to meet an accelerated schedule. 42 No additional compensation will be allowed if the Contractor is not able to meet �` 43 their accelerated schedule due to the unavailability of Contracting Agency's 44 resources or for other reasons beyond the Contracting Agency's control. 45 "" 46 If the Engineer determines that the Progress Schedule or any necessary Schedule 47 Update does not provide the required information, then the schedule will be 48 returned to the Contractor for correction and resubmittal. law 49 50 The Engineer's approval of any schedule shall not transfer any of the Contractor's 51 responsibilities to the Contracting Agency. The Contractor alone shall remain w aw 1 responsible for adjusting forces, equipment, and work schedules to ensure 2 completion of the work within the time(s) specified in the contract. 3 4 1-08.3(2) Progress Schedule Types 5 Type A Progress Schedules are required on all projects that do not contain the bid 6 item for Type B Progress Schedule. Type B Progress Schedules are required on 7 all projects that contain the bid item for Type B Progress Schedule. Weekly Look- 8 Ahead Schedules and Schedule Updates are required on all projects. 40 9 10 1-08.3(2)A Type A Progress Schedule 11 The Contractor shall submit five copies of a Type A Progress Schedule no 4' 12 later than the first working day of the contract as defined in Section 1-08.5. 13 The schedule may be a critical path method (CPM) schedule, bar chart, or 14 other standard schedule format. The Engineer will evaluate the Type A so 15 Progress Schedule and approve or return the schedule for corrections within 16 15 calendar days of receiving the submittal. 17 18 1-08.3(2)B Type B Progress Schedule 19 The Contractor,shall submit a preliminary Type B Progress Schedule no later 20 than five calendar days after the date the contract is executed. The 21 preliminary Type B Progress Schedule shall comply with all of these 22 requirements and the requirements of Section 1-08.3(1), except that it may be 23 limited to only those activities occurring within the first 60 working days of the 24 project. 25 26 The Contractor shall submit five copies of a Type B Progress Schedule no 27 later than 30 calendar days after the date the contract is executed. The 28 schedule shall be a critical path method (CPM) schedule developed by the 29 Precedence Diagramming Method (PDM). Restraints may be utilized, but may 30 not serve to change the logic of the network or the critical path. The schedule 31 shall display at least the following information: 32 33 Contract Number and Title ,wr 34 Construction Start Date 35 Critical Path 36 Activity Description 60 37 Milestone Description 38 Activity Duration 39 Predecessor Activities 40 Successor Activities 41 Early Start (ES) and Early Finish (EF) for each activity 42 Late Start (LS) and Late Finish (LF) for each activity 43 Total Float (TF) and Free Float (FF) for each activity 44 Physical Completion Date 45 Data Date 46 �r 47 The Engineer will evaluate the Type B Progress Schedule and approve or 48 return the schedule for corrections within 15 calendar days of receiving the 49 submittal. rr 50 51 1-08.3(2)C Vacant 52 1 1-08.3(2)D Weekly Look-Ahead Schedule 2 Each week that work will be performed, the Contractor shall submit a Weekly 3 Look-Ahead Schedule showing the Contractor's and all subcontractors' 4 proposed work activities for the next two weeks. The Weekly Look-Ahead Ow 5 Schedule shall include the description, duration and sequence of work, along 6 with the planned hours of work. This schedule may be a network schedule, 7 bar chart, or other standard schedule format. The Weekly Look-Ahead ew 8 Schedule shall be submitted to the Engineer by the midpoint of the week 9 preceding the scheduled work or some other mutually agreed upon submittal 10 time. Ow 11 12 1-08.3(3) Schedule Updates 13 The Engineer may request a Schedule Update when any of the following events 14 occur: 15 16 1. The project has experienced a change that affects the critical path. 17 18 2. The sequence of work is changed from that in the approved schedule. 19 20 3. The project is significantly delayed. 21 22 4. Upon receiving an extension of contract time. 23 *� 24 The Contractor shall submit five copies of a Type A or Type B Schedule Update 25 within 15 calendar days of receiving a written request, or when an update is 26 required by any other provision of the contract. A "significant" delay in time is .r 27 defined as 10 working days or 10 percent of the original contract time, whichever is 28 greater. 29 110 30 In addition to the other requirements of this Section, Schedule Updates shall reflect 31 the foliowing information: 32 to 33 1. The actual duration and sequence of as-constructed work activities, 34 including changed work. 35 36 2. Approved time extensions. 37 38 3. Any construction delays or other conditions that affect the progress of the 39 work. 40 41 4. Any modifications to the as-planned sequence or duration of remaining 42 activities. +.w 43 44 5. The physical completion of all remaining work in the remaining contract 45 time. 46 47 Unresolved requests for time extensions shall be reflected in the Schedule Update 48 by assuming no time extension will be granted, and by showing the effects to 49 follow-on activities necessary to phvsically complete the project within the currently 50 authorized time for completion 51 52 1-08.3(4) Measurement low 1 No specific unit of measurement shall apply to the lump sum item for Type B 2 Progress Schedule. 3 4 1-08.3(5) Payment 5 Payment will be made in accordance with Section 1-04.1, for the following bid item 6 when it is included in the proposal: 7 8 "Type B Progress Schedule", lump sum. 40 9 The lump sum price shall be full pay for all costs for furnishing the Type B 10 Progress Schedule and preliminary Type B Progress Schedule. 11 to 12 Payment of 80 percent of the lump sum price will be made upon approval of 13 the Progress Schedule. 14 i 15 Payment will be increased to 100 percent of the lump sum price upon 16 completion of 80 percent of-the original total contract award amount. 17 18 All costs for providing Type A Progress Schedules and Weekly Look-Ahead 19 Schedules are,considered incidental to other items of work in the contract. 20 21 No payment will be made for Schedule Updates that are required due to the up 22 Contractors operations. Schedule Updates required by events that are 23 attributed to the actions of the Contracting Agency will be paid for in 24 accordance with Section 1-09.4. 25 26 1-08.4 Prosecution of Work 27 The first sentence is revised to read: ' 28 29 The Contractor shall begin work within 21 calendar days from the date of execution of 30 the contract by the Contracting Agency, unless otherwise approved in writing. 31 32 1-08.5 Time for Completion 33 This section is revised to read: a* 34 35 The Contractor shall complete all physical contract work within the number of "working 36 days" stated in the Contract Provisions or as extended by the Engineer in accordance Va 37 with Section 1-08.8. Every day will be counted as a "working day" unless it is a 38 nonworking day or an Engineer determined unworkable day. A nonworking day is 39 uefined as a Saturday, a Sunday, a day on which the contract specifically suspends 40 work, or one of these holidays: January 1, the third Monday of January, the third 41 Monday of February, Memorial Day, July 4, Labor Day, November 11, Thanksgiving 42 Day, the day after Thanksgiving, and Christmas Day. When any of these holidays fall 43 on a Sunday, the following Monday shall be counted a nonworking day. When the 44 holiday falls on a Saturday, the preceding Friday shall be counted a nonworking day. 45 The days between December 25 and January 1 will be classified as nonworking days. 46 ' 47 An unworkable day is defined as a half or whole day the Engineer declares to be 48 unworkable because of weather or conditions caused by the weather that prevents 49 -atisfactory and timely performance of the work shown on the critical path of the 50 Contractor's approved progress schedule. Other conditions beyond the control of the 51 Contractor may qualify for an extension of time in accordance with Section 1-08.8. 52 1 Contract time shall begin on the first working day following the 21st calendar day after .� 2 the date the Contracting Agency executes the contract. If the Contractor starts work on 3 the project at an earlier date, then contract time shall begin on the first working day 4 when onsite work begins. The contract provisions may specify another starting date for 5 contract time, in which case, time will begin on the starting date specified. 6 7 Each working day shall be charged to the contract as it occurs, until the contract work is 8 physically complete. If substantial completion has been granted and all the authorized 9 working days have been used, charging of working days will cease. Each week the 10 Engineer will provide the Contractor a statement that shows the number of working 11 days: (1) charged to the contract the week before; (2) specified for the physical 12 completion of the contract; and (3) remaining for the physical completion of the 13 contract. The statement will also show the nonworking days and any half or whole day 14 the Engineer declares as unworkable. Within 10 calendar days after the date of each 15 statement, the Contractor shall file a written protest of any alleged discrepancies in it. 16 To be considered by the Engineer,:the protest shall be in sufficient detail to enable the 17 Engineer to ascertain the basis and amount of time disputed. By not filing such detailed 18 protest in that period, the Contractor shall be deemed as having accepted the 19 statement as correct. 20 «. 21 The Engineer will give the Contractor written notice of the physical completion date for 22 all work the contract requires. That date shall constitute the physical completion date of 23 the contract, but shall not imply the Secretary's acceptance of the work or the contract. 24 25 The Engineer will give the Contractor written notice of the completion date of the 26 contract after all the Contractor 's obligations under the contract have been performed 27 by the Contractor. The following events must occur before the Completion Date can be 28 established: 29 wr 30 1. The physical work on the project must be complete; and 31 32 2. The Contractor must furnish all documentation required by the contract and 33 required by law, to allow the Contracting Agency to process final acceptance 34 of the contract. The following documents must be received by the Project 35 Engineer prior to establishing a completion date: 36 37 a. Certified Payrolls (Federal-aid Projects) 38 b. Material Acceptance Certification Documents 39 c. Annual Report of Amounts Paid as IMBEPAUE Participants or ow 40 Quarterly Report of Amounts Credited as DBE Participation, as 41 required by the Contract Provisions. 42 d. FHWA 47 (Federal-aid Projects) ., 43 e. Final Contract Voucher Certification 44 45 1-08.8 Extensions of Time 46 This section is revised to read: 47 48 The Contractor shall submit any requests for time extensions to the Engineer in writing r. 49 no later than 10 working days after the delay occurs. The requests for time extension 50 shall be limited to the affect on the critical path of the Contractor's approved schedule 51 attributable to the change or event giving rise to the request. 52 1 To be considered by the Engineer, the request shall be in sufficient detail (as 2 determined by the Engineer) to enable the Engineer to ascertain the basis and amount 3 of the time requested. The request shall include an updated schedule that supports 4 the request and demonstrates that the change or event: (1) had a specific impact on 5 the critical path, and except in cases of concurrent delay, was the sole cause of such 6 impact, and (2) could not have been avoided by resequencing of the work or by using 7 other reasonable alternatives. If a request combined with previous extension requests, 8 equals 20 percent or more of the original contract time then the Contractor's letter of 9 request must bear consent of Surety. In evaluating any request, the Engineer will 10 consider how well the Contractor used the time from contract execution up to the point 11 of the delay and the effect the delay has on any completion times included in the 40 12 special provisions. The Engineer will evaluate and respond within 15 calendar days of 13 receiving the request. 14 15 The authorized time for physical completion will be extended for a period equal to the 16 time the Engineer determines the work was delayed because of: 17 rr 18 1. Adverse weather causing the time requested to be unworkable, provided that 19 the Engineer had not already declared the time to be unworkable and the 20 Contractor has filed a written protest according to Section 1-08.5. 21 22 2. Any action, neglect, or default of the Contracting Agency, its officers, or 23 employees, or of any other contractor employed by the Contracting Agency. 24 25 3. Fire or other casualty for which the Contractor is not responsible. 26 27 4. Strikes, No 28 29 5. Any other conditions for which these Specifications permit time extensions 30 such as: 31 32 a. In Section 1-04.4 if a change increases the time to do any of the work 33 including unchanged work. 16 34 35 b. In Section 1-04.5 if increased time is part of a protest that is 36 found to be a valid protest. „ 37 38 c. In Section 1-04.7 if a changed condition is determined to exist that 39 caused a delay in completing the contract. 40 41 d. In Section 1-05.3 if the Contracting Agency does not approve 42 properly prepared and acceptable drawings within 30 calendar days. 43 44 e. In Section 1-07.13 if the performance of the work is delayed as a 45 result of damage by others. 46 47 f. In Section 1-07.17 if the removal or the relocation of any utility by 48 forces ogler than the Contractor caused a delay. 49 +rir 50 g In Section 1-07 24 if a delay results from all the right of way 51 necessary for the construction not being purchased and the special 1 provisions does not make specific provisions regarding unpurchased '" 2 right of way. 3 4 h. In Section 1-08.6 if the performance of the work is suspended, '�" 5 delayed, or interrupted for an unreasonable period of time that proves 6 to be the responsibility of the Contracting Agency. 7 ' 8 i. In Section 1-09.11 if a dispute or claim also involves a delay in 9 completing the contract and the dispute or claim proves to be valid. 10 � + 11 j. In Section 1-09.6 for work performed on a force account basis. 12 13 6. If the actual quantity of work performed for a bid item was more than the 14 original plan quantity and increased the duration of a critical activity. 15 Extensions of time will be limited to only that quantity exceeding the original 16 plan quantity. w. 17 18 7. Exceptional causes not specifically identified in items 1 through 6, provided the 19 request letter proves the Contractor had no control over the cause of the delay 20 and could have done nothing to avoid or shorten it. 21 22 Working days added to the contract by time extensions, when time has overran, shall 23 only apply to days on which liquidated damages or direct engineering have been 24 charged, such as the following: 25 26 If substantial completion has been granted prior to all of the authorized working 27 days being used, then the.number of days in the time extension will eliminate an 28 equal number of days on which direct engineering charges have accrued. If the 29 substantial completion date is established after all of the authorized working days rw 30 have been used, then the number of days in the time extension will eliminate an 31 equal number of days on which liquidated damages or direct engineering charges 32 have accrued. 33 34 The Engineer will not allow a time extension for any cause listed above if it resulted 35 from the Contractor's default, collusion, action or inaction, or failure to comply with 36 the contract. 37 38 The Contracting Agency considers the time specified in the special provisions as 39 sufficient to do all the work. For this reason, the Contracting Agency will not grant a %W 40 time extension for: 41 42 • Failure to obtain all materials and workers unless the failure was the result of • 43 exceptional causes as provided above in subsection 7; 44 45 • Changes, protests, increased quantities, or changed conditions (Section 1-04) 1111111111110 46 that do not delay the completion of the contract or prove to be an invalid or 47 inappropriate time extension request; 48 ®, 49 s Delays caused by nonapproval of drawings or plans as provided in Section 50 1-05.3; 51 ,�„ 52 6 Rejection of faulty or inappropriate equipment as provided in Section 1-05.9; 1 a 2 Correction of thickness deficiency as provided in Section 5-05.5(1)B. 3 - 4 The Engineer will determine whether the time extension should be granted, the reasons for 5 the extension, and the duration of the extension, if any. Such determination will be final as 6 provided in Section 1-05.1. 7 8 SECTION 1-09, MEASUREMENT AND PAYMENT 9 January 3, 2006 10 f 11 1-09.9(1) Retainage 12 The fourth paragraph is revised to read: 13 sir 14 Release of the retainage will be made 60 days following the Completion Date (pursuant 15 to RCW 39.12, and RCW 60.28) provided the following conditions are met: 16 17 1. On contracts totaling more than $20,000, a release has been obtained from so 18 the Washington State Department of Revenue. 19 20 2. Affidavits of Wages Paid for the Contractor and all Subcontractors are on file 21 with the Contracting Agency (RCW 39.12.040). 22 23 3. A certificate of Payment of Contributions Penalties and Interest on Public " 24 Works Contract is received from the Washington State Employment Security 25 Department, 26 27 4. Washington State Department of Labor and Industries (per section 1-07.10) 28 shows the Contractor is current with payments of industrial insurance and 29 medical aid premiums. 30 31 5. All claims, as provided by law, filed against the retainage have been resolved. 32 In the event claims are filed and provided the conditions of 1, 2, 3 and 4 are 33 met, the Contractor will be paid such retained percentage less an amount 34 sufficient to pay any such claims together with a sum determined by the 35 Contesting Agency sufficient to pay the cost of foreclosing on claims and to 36 cover attorney's fees. 37 38 SECTION 2-09, STRUCTURE EXCAVATION 39 January 3, 2006 " 40 41 2-09.3(1)E Backfilling 42 Item 1 of the first paragraph under Compaction is revised to read: 43 44 1. Backfill supporting roadbed, roadway embankments, or structures, including 45 backfill providing lateral support for noise barrier wall foundations, luminaire " 46 poles, traffic signal standards, and roadside and overhead sign structure 47 foundations — placed in horizontal layers no more than 6 inches thick with each 48 layer compacted to 95 percent of the maximum density determined �-v the 49 Compaction Control Test, Section 2-03.3(14)D_ 50 1 SECTION 5-01, CEMENT CONCRETE PAVEMENT REHABILITATION Im 2 April 3, 2006 3 4 5-01.3(2)B Portland Cement Concrete am 5 The third paragraph is supplemented with the following: 6 7 The Contractor shall provide cure boxes in accordance with Section 6-02.3(5)H, and ow 8 protect concrete cylinders in cure boxes from excessive vibration and shock waves 9 during the curing period in accordance with Section 6-02.3(6)D. Payment for cure 10 boxes shall be in accordance with Section 6-02.5. 12 5-01.3(6) Dowel Bar Retrofit 13 The sixth paragraph is revised to read: 14 15 All slot surfaces shall be cleaned to bare concrete by sand blasting. The cleaning 16 shall remove all slurry, parting compound, and other foreign materials prior to .. 17 installation of the dowel. Any damage to the concrete shall be repaired by the 18 Contractor at no cost to the Contracting Agency. Traffic shall not be allowed on slots 19 where concrete has been removed. 20 21 5-01.3(10) Pavement Smoothness 22 This section is revised to read: r 23 24 Perform the work described in Section 5-05.3(12), and the following: 25 26 Where the pavement is ground, calculation of the profile index shall exclude dips "W 27 and depressions in the existing roadway. The profilograph generated reports shall 28 be provided to the Engineer prior to payment. 29 30 5-01.5 Payment 31 This section is revised to read: 32 'w 33 Payment will be made in accordance with Section 1-04.1, for each of the following bid 34 items that are included in the proposal: 35 am 36 "Testing Cement Concrete Pavement Slabs For Subsealing", per each. 37 The unit contract price per each, when multiplied by the number of units measured, 38 shall be full payment for all costs to complete the testing of all jnints Incited in the areas ., 39 shown in the Plans. The costs of any retesting required by the specifications shall also 40 be included. 41 .. 42 "Drill Hole for Subsealing", per each. 43 "Pavement Subseal", per cubic foot. 44 "Replace Cement Concrete Panel", per square yard. 45 The unit contract price per square yard shall be full payment for all costs to complete 46 the work as specified, including saw cutting full depth, removal and disposal of the 47 existing panels off of the State's right-of-way, preparing the surfacing below the new 48 panel, provide, place and compact the crushed surfacing or hot mix asphalt, furnishing 49 and placing polyethylene fi i, furnishing and placing the portland cement concrete, 50 drilling the holes, providing and anchoring the dowel bars and tie bars, and for all 51 incidentals required to complete the work as specified. 1 0 2 "Retrofit Dowel Bars", per each. 3 The unit contract price per each shall be full payment for all costs to complete the work 4 as specified, including furnishing and installing parting compound, dowel bar expansion 5 caps, caulking filler, foam core insert material, cement patch where pavement is 6 removed for dowel bar retrofit and for all incidentals required to complete the work as 7 specified. 8 9 "Partial Depth Spall Repair", by force account as provided in Section 1-09.6. 10 To provide a common proposal for all bidders, the Contracting Agency has entered an 11 amount in the proposal to become a part of the total bid by the Contractor. 12 13 "Sealing Existing Concrete Random Crack", per linear foot. 14 The unit contract price per linear foot for "Sealing Existing Concrete Random Crack" 15 shall be full payment for all costs to complete the work as specified, including removing 16 incompressible material, preparing and sealing existing random cracks where existing 17 random cracks are cleaned and for all incidentals required to complete the work as 18 specified. 19 20 "Sealing Transverse and Longitudinal Joints", per linear foot. 21 The unit contract price per linear foot for"Sealing Transverse and Longitudinal Joints", 22 shall be full payment for all costs to complete the work as specified, including removing 23 incompressible material, preparing and sealing existing transverse and longitudinal 24 joints where existing transverse and longitudinal joints are cleaned and for all 25 incidentals required to complete the work as specified. 26 27 "Cement Concrete Pavement Grinding", per square yard. 28 The unit contract price per square yard for "Cement Concrete Pavement Grinding", 29 when multiplied by the number of units measured, shall be full payment for all costs to No 30 complete the work as specified. The costs of any additional pavement grinding and 31 profiling required to complete the work as specified is also included in this payment. 32 33 "Replace Uncompactable Material", by force account as provided in Section 1-09.6 'm 34 Payment for "Replace Uncompactable Material" will be by force account as provided in 35 Section 1-09.6. For the purpose of providing a common proposal for bidders, the 36 Contracting Agency has entered an amount in the proposal to become apart of the err 37 total bid by the Contractor. 38 39 All costs associated with the containment, collection and disposal of concrete slurry and � 40 grinding residue shall be included in the applicable concrete grinding or cutting items of 41 work. 42 43 SECTION 5-05, CEMENT CONCRETE PAVEMENT 44 April 3, 2006 45 46 5-05.3(4)A Acceptance of Portland Cement Concrete Pavement 47 The ninth paragraph is supplemented with the following: 48 49 The Contractor shall provide cure boxes in accordance with Section o-02 --(5iH_ and 50 protect concrete cylinders in cure boxes from excessive vibration and shock v,/aver 51 during the curing period in accordance with Section 6-02.3(6)D. Payment for cure to 52 boxes shall be in accordance with Section 6-02 lilt 1 ow 2 5-05.3(7) Placing, Spreading, and Compacting Concrete 3 The second paragraph is revised to read: 4 a. 5 The average density of the cores shall be at least 97 percent of the approved mix 6 design density or the actual concrete density when determined by the Contractor 7 using AASHTO T 121 with no cores having a density of less than 96 percent. me 8 9 SECTION 6-02, CONCRETE STRUCTURES 10 June 5, 2006 go 11 12 6-02.3(2) Proportioning Materials 13 The third paragraph is revised to read: ,r 14 15 The use of fly ash is required for Class 4000D and 4000P concrete, except that 16 ground granulated blast furnace`slag may be substituted for fly ash at a 1:1 ratio. 17 The use of fly ash and ground granulated blast furnace slag is optional for all other 18 classes of concrete. 19 do 20 6-02.3(2)A Contractor Mix Design 21 The first paragraph is revised to read: 22 23 The Contractor shall provide a mix design in writing to the Engineer for all classes of 24 concrete specified in the Plans except for those accepted based on a Certificate of 25 Compliance. No concrete shall be placed until the Engineer has reviewed the mix 26 design. The required average 28 day compressive strength shall be selected per ACI 27 318, Chapter 5, Section 5.3.2. ACI 211.1 and ACI 318 shall be used to determine 28 proportions. The proposed mix for Class 4000P shall provide a minimum fly ash or 29 ground granulated blast furnace slag content per cubic yard of 100 pounds, and a 30 minimum cement content per cubic yard of 600 pounds. The proposed mix for Class 31 4000D shall provide a minimum fly ash or ground granulated blast furnace-slag content 32 per cubic yard of 75 pounds, and a minimum cement content per cubic yard of 660 .r 33 pounds. All other concrete mix designs, except those for lean concrete and commercial 34 concrete, shall have a minimum cementitious material content of 564 pounds per cubic 35 yard of concrete. AW 36 37 The following new sentence is inserted after the first sentence in the fourth paragraph. 38 to 39 An alternate combined aggregate gradation conforming to Section 9-03.1(5) may also 40 be used. 41 42 6-02.3(4)A Qualification of Concrete Suppliers VW 43 The first paragraph and the entire second paragraph (1 through 4) are deleted and replaced 44 with the following: 45 46 Batch Plant Prequalification may be obtained through one of the following methods: 47 48 1. Certification by the National Ready Mix Concrete Association 49 (Nr�MCA). Information concerning NRMCA certification may be 50 obtained from the NRMCA at 900 Spring Street, Silver Springs, MD 51 20910 or online at www.nrmca.org. The NRMCA certification shall be MW 1 good for a two year period. When this method of certification is used IN 2 the following documentation shall be submitted to the project 3 engineer. 4 10 5 a. A copy of the current NRMCA Certificate of 6 Conformance, the concrete mix design(s) (WSDOT 7 Form 350-040), along with copies of the truck list, to 8 batch plant scale certification, admixture dispensing 9 certification, and volumetric water batching devices 10 (including water meters) verification. 11 No 12 2. Independent evaluation certified by a Professional Engineer using 13 NRMCA checklist. The Professional Engineer shall be licensed under 14 title 18 RCW, state of Washington, qualified in civil engineering. The 15 independent certification using the NRMCA checklist shall be good for 16 a two year period. When this method of certification is used the 17 following documentation shall be submitted to the engineer. 18 19 a. A copy of the Professional Engineer's stamped and 20 sealed NRMCA Verification of Inspection and + 21 Application for Certificate page from the NRMCA 22 checklist, the concrete mix design(s) (WSDOT Form 23 350-040), along with copies of the truck list, batch plant no 24 scale certification, admixture dispensing certification, 25 and volumetric water batching devices (including water 26 meters) verification. 27 28 3. Inspection conducted by the Plant Manager, defined as the person 29 directly responsible for the daily plant operation, using the NRMCA 30 Plant Certification checklist. The Plant Manager certification shall be 31 done prior to the start of a project, and every six months throughout 32 the life of the project, and meet the following requirements: 33 34 a. The Agreement to Regularly Check Scales and 35 Volumetric Batching Dispensers page in the NRMCA 36 Plant Certification checklist shall be signed by the Plant rr 37 Manager and notarized. 38 39 b. The signed and notarized Agreement to Regularly 40 Check Scales and Volumetric Batching Dispensers 41 page and a copy of the NRMCA Plant Certification 42 checklist cover page showing the plant designation, 43 address and Company operating plant shall all be 44 submitted to the Project Engineer with the concrete mix 45 design (WSDOT Form 350-040), along with copies of 46 the truck list, batch plant scale certification, admixture 47 dispensing certification, and volumetric water batching 48 devices (including water meters) verification. 49 5G The NPMCA Plant Certification checklists shall be 51 maintained by the Plant Manager and are subject to 52 review at any time by the Contracting Agency_ � rrr 1 2 e. Volumetric water batching devices (including water 3 meters) shall be verified every 90 days. 4 5 6-02.3(5)C Conformance to Mix Design 6 Item 2 under the first paragraph is revised to read: 7 8 2. Fly ash and ground granulated blast furnace slag weight plus or minus 5 9 percent of that specified in the mix design. 10 11 6-02.3(5)H Sampling and Testing for Compressive Strength 12 This section including title is revised to read: 13 �. 14 6-02.3(5)H Sampling and Testing for Compressive Strength and Initial 15 Curing 16 Acceptance testing for compressive"strength shall be conducted at the same frequency ,. 17 as the acceptance tests for temperature, consistency, and air content. 18 19 The Contractor shall provide, and maintain cure boxes for curing concrete cylinders. 20 The Contractor shall also provide, maintain and operate all necessary power sources 21 and connections needed to operate the curing box. Concrete cylinders shall be cured 22 in a cure box in accordance with WSDOT FOP for AASHTO T 23. The cure boxes �. 23 shall- maintain a temperature between 60°F and 80°F for concrete with specified 24 strengths less than 6000 psi and between 68°F and 78°F for concrete with specified 25 strengths of 6000 psi and higher. A minimum/maximum thermometer shall be installed 26 to measure the internal temperature of the cure box. The thermometer shall be 27 readable from outside of the box and be capable of recording the high and low 28 temperatures in a 24-hour period. The cure boxes shall create an environment that 29 prevents moisture loss from the concrete specimens. The top shall have a working lock 30 and the interior shall be rustproof. A moisture-proof seal shall be provided between the 31 lid and the box. The cure box shall be the appropriate size to accommodate the 32 number of concrete acceptance cylinders necessary or the Contractor shall provide 33 additional cure boxes. Once concrete cylinders are placed in the cure box, the cure box 34 shall not be moved until the cylinders have been cured in accordance with these 35 specifications. When concrete is placed at more than one location simultaneously, �,. 36 multiple cure boxes shall be provided. 37 38 The Contractor shall protect concrete cylinders in cure boxes from excessive vibration 39 and shock waves during the curing period in accordance with Section 6-02.3(6)D. 40 41 6-02.3(16) Plans for Falsework and Formwork 42 The address for FEDEX delivery following the fourth paragraph is revised to read: 43 44 Washington State Department of Transportation 45 Bridge and Structures Engineer 46 7345 Linderson Way SW 47 Tumwater, WA 98501-6504 48 49 6-02.3(16)A Nc,spreapproved Falsework and Formwork Plans 50 The address for FEDEX delivery following the first paragraph is revised to read 51 1 Washington State Department of Transportation 2 Bridge and Structures Engineer 3 7345 Linderson Way SW 4 Tumwater, WA 98501-6504 5 6 6-02.3(16)B Preapproved Formwork Plans 7 The address for FEDEX delivery following the second paragraph is revised to read- 8 9 Washington State Department of Transportation 10 Bridge and Structures Engineer 11 7345 Linderson Way SW 12 Tumwater, WA 98501-6504 13 14 6-02.3(26)A Shop Drawings 15 The address for FEDEX delivery under Item 1 in the first paragraph is revised to read: 16 17 Washington State Department of Transportation 18 Bridge and Structures Engineer 19 7345 Linderson Way SW 20 Tumwater, WA 98501-6504 21 22 6-02.3(28)A Shop Drawings 23 The first paragraph is revised to read: 24 25 . Before casting the structural elements, the Contractor shall submit: 26 so 27 1 Seven sets of shop drawings for approval by the Department of Transportation 28 Bridge and Structures Engineer, Construction Support, addressed as follows: 29 30 US'Postal Service 31 P. O. Box 47340 32 Olympia, WA 98504-7340 33 34 FeclEx 35 7345 Linderson Way SW 36 Tumwater, WA 98501-6504; and 37 38 2. Two sets of shop drawings to the Project Engineer 39 40 6-02.4 Measurement 41 This section is supplemented with the following: 42 43 No specific unit of measure will apply to the lump sum item for cure box. 44 45 6-02.5 Payment so 46 This section is supplemented with the following: 47 48 "Cure Box lump sum. 4ci The lump sum contract price for "Cure E7;,x" s' W fi_,jI r- J operating, maintaining, nnovmg and renioving th- maintaining 1 and operating all necessary power sources and connections needed to operate the 2 curing boxes. 3 4 SECTION 6-03, STEEL STRUCTURES 5 April 3, 2006 6 7 6-03.3(7) Shop Plans 8 The first two sentences in the first paragraph are revised to read: 9 10 The Contractor shall submit for approval all shop detail plans for fabricatin g the steel. °11 These shall be sent to the Department of. Transportation Bridge and Structures 12 Engineer, Construction Support, addressed as follows: 13 14 Via US Postal Service, 15 16 P. O. Box 47340 rr 17 Olympia, WA 98504-7340 18 19 Via FedEx, 20 21 7345 Linderson Way SW - 22 Tumwater, WA 98501-6504 r 23 24 6-03.3(33) Bolted Connections 25 The first sentence in the second paragraph is revised to read: 40 26 27 All bolted-connections are slip critical. 28 29 SECTION 6-11, PRECAST CONCRETE RETAINING WALL STEMS 30 January 3, 2006 31 �. 32 This section including title is revised to read: 33 34 SECTION 6-11, REINFORCED CONCRETE WALLS 35 6-11.1 Description 36 This work consists of constructing reinforced concrete retaining walls, including 37 those shown in the Standard Plans, L walls, and counterfort walls. "" 38 39 6-11.2 Materials 40 Materials shall meet the requirements of the following sections: 40 41 42 Cement 9-01 43 Aggregates for Portland Cement Concrete9-03.1 44 Gravel Backfill 9-03.12 45 Premolded Joint Filler 9-04.1(2) 46 Steel Reinforcing Bar 9-07.2 .. 47 Epoxy-Coated Steel Reinforcing Bar 9-07.3 48 Concrete Curing Materials and Admixtures 9-23 49 Fly Ash 9-23.9 ,,, 50 \Water 9-25 1 a 2 Other materials required shall be as specified in the Special Provisions. 3 4 6-11.3 Construction Requirements AN 5 6 6-11.3(1) Submittals 7 The Contractor shall submit all excavation shoring plans to the Engineer for approval +r 8 in accordance with Section 2-09.3(3)D. 9 10 The Contractor shall submit all falsework and formwork plans to the Engineer for 11 approval in accordance with Sections 6-02..3(16) 'and 6-02_.3(17). 12 13 If the Contractor elects to fabricate and erect precast concrete wall stem panels, the 14 following information shall be submitted to the Engineer for approval in accordance 15 with Sections 6-01.9 and 6-02.3(28)A- 16 17 1. Working drawings for fabrication of the wall stem panels, showing 18 dimensions, steel reinforcing bars, joint and joint filler details, surface 19 finish details, lifting devices with the manufacturer's recommended safe 20 working capacity, and material specifications. 21 22 2. Working drawings and design calculations for the erection of the wall 23 stem panels showing dimensions, support points, support footing sizes, 24 erection blockouts, member sizes, connections, and material 25 specifications. 26 27 3. Design calculations for the precast wall stem panels, the connection 28 between the precast panels and the cast-in-place footing, and all 29 modifications to the cast-in-place footing details as shown in the Plans 30 or Standard Plans. 31 32 The Contractor shall not begin excavation and construction operations for the 33 retaining walls until receiving the Engineer's approval of the above submittals. 34 35 6-11.3(2) Excavation and Foundation Preparation 36 Excavation shall conform to Section 2-09.3(3), and to the limits and construction 37 stages shown in the Plans. Foundation soils found to be unsuitable shall be 38 removed and replaced in accordance with Section 2-09.3(1 V' 39 40 6-11.3(3) Precast Concrete Wall Stem Panels 41 The Contractor may fabricate precast concrete wall stem panels for construction of 42 Standard Plan Retaining Wall Types 1 through 6 and 1 SW through 6SW. Precast Ni 43 concrete wall stem panels may be used for construction of non-Standard Plan 44 retaining walls if allowed by the Plans or Special Provisions. Precast concrete wall 45 stem panels shall conform to Section 6-02.3(28), and shall be cast with Class 4000 ar 46 concrete. 47 48 The precast concrete wall stem panels shall be designed in accordance with the 49 requireinents for Load Factor Desion in the foliov✓iii.- r!�des 5FI 1 1. For all loads except as otherwise noted - AASHTO Standard "" 2 Specifications for Highway Bridges, latest edition and current interims. 3 The seismic design shall use the acceleration coefficient and soil 4 profile type as specified in the Plans. dw 5 6 2. For all wind loads - AASHTO Guide Specifications for Structural 7 Design of Sound Barriers, latest edition and current interims. A. 8 9 The precast concrete wall stem panels shall be fabricated in accordance with 10 the dimensions and details shown in the Plans, except as modified in the shop „ . 11 drawings as approved by the Engineer. 12 13 The precast concrete wall stem panels shall be fabricated full height, and shall 14 be fabricated in widths of 8 feet, 16 feet, and 24 feet. 15 16 The construction tolerances for the precast concrete wall stem panels shall be 17 as follows: 18 19 Height 11/4 inch 20 Width 1/4 inch 21 Thickness 1/4 inch 22 -1/8 inch 23 Concrete cover for steel reinforcing bar 3/8 inch 24 -1/8 inch 25 Width of precast concrete wall stem panel joints 1/4 inch 26 Offset of precast concrete wall stem panels 1/4 inch .�. 27 (Deviation from a straight line extending 5 feet on each side of the panel 28 joint) 29 30 The precast concrete wall stem panels shall be constructed with a mating shear 31 key between adjacent panels. The shear key shall have beveled corners and 32 shall be 1-1/2 inches in thickness. The width of the shear key shall be 3-1/2 33 inches minimum and 5-1/2 inches maximum. The shear key shall be continuous 34 and shall be of uniform width over the entire height of the wall stem. 35 36 The Contractor shall provide the specified surface finish as noted, and to the As 37 limits shown, in the Plans to the exterior concrete surfaces. Special surface 38 finishes achieved with form liners shall conform to Sections 6-02.2 and 6- 39 02.3(14) as supplemented in the Speciai Provisions. Rolled on textured finished ”' 40 shall not be used. Precast concrete wall stem panels shall be cast in a vertical 41 position if the Plans call for a form liner texture on both sides of the wall stem 42 panel. go 43 44 The precast concrete wall stem panel shall be rigidly held in place during 45 placement and curing of the footing concrete. 46 47 The precast concrete wall stem panels shall be placed a minimum of one inch 48 into the footing to provide a shear key. The base of the precast concrete wall 49 stem panel shall be sloped '/Z inch per foot to facilitate proper concrete 50 placement. 51 1 To ensure an even flow of concrete under and against the base of the wall 16 2 panel, a form shall be placed parallel to the precast concrete wall stem panel, 3 above the footing, to allow a minimum one foot head to develop in the concrete 4 during concrete placement. 5 6 The steel reinforcing bars shall be shifted to clear the erection blockouts in the 7 precast concrete wall stem panel by 1-1/2 inches minimum. 8 9 All precast concrete wall stem panel joints shall be constructed with joint filler 10 installed on the rear (backfill) side of the wall. The joint filler material shall 11 extend from two feet below the final ground level in front of the wall to the top of 12 the wall. The joint filler shall be a nonorganic flexible material and shall be 13 installed to create a waterproof seal at panel joints. 14 15 The soil bearing pressure beneath the falsework supports for the precast 16 concrete wall stem panels shall not exceed the maximum design soil pressure 17 shown in the Plans for the retaining wall. 18 19 6-11.3(4) Cast-In-Place Concrete Construction 20 Cast-in-place concrete for concrete retaining walls shall be formed, reinforced, cast, 21 cured, and finished in accordance with Section 6-02, and the details shown in the 22 Plans and Standard Plans. All cast-in-place concrete shall be Class 4000. 23 24 The Contractor shall provide the specified surface finish as noted, and to the limits 25 shown, in the Plans to the exterior concrete surfaces. Special surface finishes 26 achieved with formliners shall conform to Sections 6-02.2 and 6-02.3(14) as 27 supplemented in the Special Provisions. 28 29 Cast-in-place concrete for adjacent wall stem sections (between vertical expansion 30 joints) shall be formed and placed'separately, with a minimum 12 hour time period 31 between concrete placement operations. 32 33 Premolded joint filler, 1/2" thick, shall be placed full height of all vertical wall stem ' 34 expansion joints in accordance with Section 6-01.14. 35 36 6-11.3(5) Backfill, Weepholes and Gutters as 37 Unless the Plans specify otherwise, backfill and weepholes shall be placed in 38 accordance with Standard Plan D-4 and Section 6-02.3(22). Gravel backfill for drain 39 shall be compacted in accordance with Section 2-09.3(1)E. Backfill within the zone 40 defined as bridge approach embankment in Section 1-01.3 shall be compacted in 41 accordance with Method C of Section 2-03.3(14)C. All other backfill shall be 42 compacted in accordance with Method B of Section 2-03.3(14)C, unless otherwise ,rr 43 specified. 44 45 Cement concrete gutter shall be constructed as shown in the Standard Plans. to 46 47 6-11.3(6) Traffic Barrier and Pedestrian Barrier 43 When shown in the Plans, traffic barrier and pedestrian barrier shall be constructed 49 ir: accordance Sections 5-02.30 1lA and 6 10.3(2).. and the details shown in the 51 1 6-11.4 Measurement Aw 2 Concrete Class 4000 for retaining wall will be measured as specified in Section 6- 3 02.4. 4 5 Steel reinforcing bar for retaining wall and epoxy-coated steel reinforcing bar for 6 retaining wall will be measured as specified in Section 6-02.4. 7 8 Traffic barrier and pedestrian barrier will be measured as specified in Section 6-10.4 9 for cast-in-place concrete barrier. 10 .r+ 11 6-11.5 Payment 12 Payment will be made in accordance with Section 1-04.1 for each of the following bid 13 items when they are included in the proposal: wr 14 15 "Conc. Class 4000 For Retaining Wall", per cubic yard. 16 All costs in connection with furnishing and installing weep holes and 17 premolded joint filler shall be included in the unit contract price per cubic 18 yard for"Conc. Class 4000 for Retaining Wall". 1-9 , WA 20 "St. Reinf. Bar For Retaining Wall", per pound. 21 "Epoxy-Coated St. Reinf. Bar For Retaining Wall", per pound. 22 23 "Traffic Barrier", per linear foot. 24 "Pedestrian Barrier", per linear foot. 25 The unit contract price per linear foot for "_ Barrier" shall be full pay for 26 constructing the barrier on top of the retaining wall, except that when these 27 bid items are not included in the proposal, all costs in connection with 28 performing the work as specified shall be included in the unit contract price 29 per cubic yard for "Conc. Class 4000 For Retaining Wall", and the unit ww 30 contract price per pound for "_ Bar For Retaining Wall". 31 32 SECTION 6-12, NOISE BARRIER WALLS 33 January 3, 2006 34 35 6-12.3(6) Precast Concrete Panel Fabrication and Erection 36 Item 5 following the first paragraph of Section 6-12.3(6) is renumbered to item 6. 37 38 The helow new item 5 is IIICPrtPrd al,aari of renumhornr4 if— F 39 40 5. Precast concrete panels shall not be erected until the foundations for the panels 41 have attained a minimum compressive strength of 3,400 psi. 42 43 SECTION 6-13, STRUCTURAL EARTH WALLS 44 April 3, 2006 wr 45 46 6-13.3(6) Welded Wire Faced Structural Earth Wall Erection 47 This section is supplemented with the following: 48 49 Geosynthetic reinforcing, when used, shall be placed in accordance wifli Sections 2- 50 12.3 and 6-13.3(5). „�, 51 1 6-13.3(9) SEW Traffic Barrier and SEW Pedestrian Barrier 2 This section is revised to read: 3 4 The Contractor, in conjunction with the structural earth wall manufacturer, shall design sir 5 and detail the SEW traffic barrier and SEW pedestrian barrier in accordance with 6 Section 6-13.3(2) and the above ground geometry details shown in the Plans. The 7 barrier working drawings and supporting calculations shall include, but not be limited to, 8 the following: 9 10 1. Complete details of barrier cross section geometry, including the portion below 11 ground, and accommodations necessary for bridge approach slabs, PCCP, 12 drainage facilities, underground utilities, and sign support, luminaire pole, 13 traffic signal standard, and of her barrier attachments. 14 15 2. Details of the steel reinforcement of the barrier, including a bar list and 16 bending diagram in accordance with Section 6-02.3(24), and including 17 additional reinforcement required at sign support, luminaire pole, traffic signal 18 standard, and other barrier attachment locations. 19 20 3. Details of the interface of, and the interaction between, the barrier and the top 21 layers of structural earth wall reinforcement and facing. 22 23 4. When the Plans specify placement of conduit pipes through the barrier, details ,rr 24 of conduit pipe and junction box placement. 25 26 SEW traffic barrier and SEW pedestrian barrier shall be constructed in accordance with 27 Sections 6-02.3(11)A and 6-10.3(2), and the details in the Plans and in the structural earth 28 wall working drawings as approved by the Engineer. 29 30 SECTION 7-02, CULVERTS 31 January 3, 2006 32 33 7-02.2 Materials 34 The fifth and seventh paragraphs are deleted: 35 36 SECTION 7-04, STORM SEWERS 37 January 3, 2006 39 7-04.2 Materials 40 The fourth and sixth paragraphs are deleted: 41 42 SECTION 8-01, EROSION CONTROL AND WATER POLLUTION CONTROL 43 April, 3, 2006 44 45 8-01.3(1) General 46 The eighth paragraph, beginning with "In western Washington, erodible soil", is deleted and 47 replaced with the following 1 Erodible soil not being worked, whether at final grade or not, shall be covered within the 2 following time period, using an approved soil covering practice, unless authorized 3 otherwise by the Engineer: 4 5 In western Washington (west of the Cascade Mountain crest): 6 7 October 1 through April 30 2 days maximum w� 8 May 1 to September 30 7 days maximum 9 10 In eastern Washington (east of the Cascade Mountain crest.): w 11 12 October 1 through June 30 5 days maximum 13 July 1 through September 30 10 days maximum 14 15 8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch 16 The third paragraph under East of the summit of the Cascade Range is 17 deleted. sw 18 19 8-01.4 Measurement 20 This section is supplemented with the following: 21 22 Coir log will be measured by the linear foot along the ground line of the completed_ 23 installation. 24 25 8-01.5 Payment 26 The following bid item is inserted after"Compost Sock", per linear foot: 27 28 "Coir Log", per linear foot 29 r* 30 SECTION 8-02, ROADSIDE RESTORATION 31 April 3, 2006 32 33 8-02.3(8) Planting 34 The seventh and eighth paragraphs are deleted and replaced with the following: 35 36 All burlap, baskets, string, wire and other such materials shall be removed from the 37 hole when planting balled and burlapped plants. The plant material shall be handled 38 in such a manner that the root systems are kept covered and damp at all times. The a. 39 root systems of all bare root plant material shall be dipped in a slurry of silt and water 40 immediately prior to planting. The root systems of container plant material shall be 41 moist at the time of planting. In their final position, all plants shall have their top true 42 root (not adventitious root) no more than 1" below the soil surface, no matter where 43 that root was located in the original root ball or container. After planting, the backfill 44 material and root ball shall be thoroughly watered in within 24 hours. 45 46 8-02.3(9) Pruning, Staking, Guying, and Wrapping 47 The first paragraph is revised to read: r 48 49 Plants shall be pruned at the time of planting, only to remove minor broken or 50 damaged twigs, branches or roots. Pruning shall be done with a sharp tool and shall 51 be done in such a manner as to retain or to encourage natural growth characteristics wr 1 of the plants. All other pruning shall be performed only after the plants have been in 46 2 the ground at least one year. 3 4 SECTION 8-04, CURBS, GUTTERS, AND SPILLWAYS 5 January 3, 2006 6 7 8-04.4 Measurement +rr 8 The first paragraph is revised to read: 9 10 All curbs, gutters, and spillways will be measured by the linear foot along the line and 11 slope of the completed curbs, gutters, or spillways, including bends. Measurement 12 of cement concrete curb and cement concrete curb and gutter, when constructed 13 across driveways or sidewalk ramps, will include the width of the driveway or 14 sidewalk ramp. 15 16 SECTION 8-08, RUMBLE STRIPS , 17 April 3, 2006 18 19 8-08.1 Description , 20 The first sentence is revised to read: 21 22 This work consists of constructing centerline and shoulder rumble strips by grinding 23 hot mix asphalt. 24 25 8-08.3 Construction Requirements so 26 The first sentence in the first paragraph is revised to read: 27 28 The equipment shall have a rotary type cutting head or series of cutting heads V0 29 capable of grinding one or more recesses in the hot mix asphalt as detailed in the 30 Standard Plans. 31 32 The third sentence in the third paragraph is revised to read: 110 33 34 All cuttings and other debris shall become the property of the Contractor and be 35 disposed of outside the project limits. 36 37 SECTION 8-09, RAISED PAVEMENT MARKERS 38 April 3, 2006 39 40 8-09.3(5) Recessed Pavement Marker 41 This section is revised to read: 42 43 Construct recesses for pavement markers by grinding the pavement in accordance 44 with the dimensions shown in the Standard Plans. This work shall include cleanup. 45 and disposal of cuttings and other resultant debris. Prepare the surface in 46 accordance with Section 8-09.3(1). Install Type 2 markers in the recess in 47 accordance with the Standard Plans and Section 8-09 3(4) 4 , '! SECTION 8-1i, GUARDRAIL 50 April 3, 2006 1 2 8-11.3(4) Removing Guardrail 3 This section including title is revised to read: 4 5 8-11.3(4) Removing Guardrail and Guardrail Anchor 6 Removal of the various types of guardrail shall include removal of the rail, cable 7 elements, hardware, and posts, including transition sections, expansion sections and 8 terminal sections. Removal of the various types of guardrail anchors shall include 9 removal of the anchor assembly in its entirety, including concrete bases, rebar, and 10 steel tubes and any other appurtenances in the anchor assembly. All holes resulting 1;1 from the removal of the,,guardrail posts and anchors shall be backfilled with granular 12 material in layers no more than 6-inches thick and compacted to a density similar to 13 that of the adjacent material. The removed guardrail items shall become the 14 property of the Contractor. - 15 16 SECTION 8-20, ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL ,r. 17 April 3, 2006 18 19 8-20.3(2) Excavating and Backfilling ., 20 The third paragraph is revised to read: 21 22 The excavations shall be backfilled in conformance with the requirements of Section 23 2-09.3(1)E, Structure Excavation. 24 25 8-20.3(4) Foundations 26 The second paragraph is revised to read: ` 27, 28 The bottom of concrete foundations shall rest on firm ground. If the portion of the 29 foundation beneath the existing ground line is formed or cased instead of being cast 30 against the existing soil forming the sides of the excavation, then all gaps between 31 the existing soil and the completed foundation shall be backfilled and compacted in 32 accordance with Section 2-09.3(1)E. 33 34 The thirteenth paragraph is revised to read: 35 •• 36 Both forms and ground which will be in contact with the concrete shall be thoroughly 37 moistened before placing concrete; however, excess water in the foundation 38 excavation will not be permitted. Foundations shall have set at least 72 hairs prior 39 to the removal of the forms. All forms shall be removed, except when the Plans or 40 Special Provisions specifically allow or require the forms or casing to remain. 41 42 8-20.3(14)E Signal Standards 43 The second paragraph is revised to read: 44 45 Signal standards shall not be erected on concrete foundations until the foundations 46 have attained 2400 psi or 14 days after concrete placement. Signal standards 47 without mast arms may be erected after 72 hours. Type IV and V strain pole 48 standards may be erected but the messenger cable (span wire) shall not be placed 49 until the foundation has atiained 2400 psi or 14 days after concrete placcr,ient. 50 ww o. 1 SECTION 8-21, PERMANENT SIGNING 2 January 3, 2006 3 4 8-21.3(9)F Bases 16 5 The second paragraph is revised to read: 6 7 The excavation and backfill shall be in conformance with the requirements of Section 2- 10 8 09.3(1)E. 9 10 The fifth paragraph is revised to read: , 11 12 The bottom of concrete foundations shall rest on firm ground. If the portion of the 13 foundation beneath the existing ground line is formed or cased instead of being cast 14 against the existing soil forming the sides of the excavation, then all gaps between the 15 existing soil and the completed foundation shall be backfilled and compacted in 16 accordance with Section 2-09.3(1)E. 17 18 The fourteenth paragraph is revised to read: 19 20 Both forms and ground which will be in contact with the concrete shall be thoroughly 21 moistened before placing concrete; however, excess water in the foundation 22 excavation will not be permitted. Forms shall not be removed until the concrete has 23 set at least three days. All forms shall be removed, except when the Plans or 24 Special Provisions specifically allow or require the forms or casing to remain. 25 26 SECTION 8-22, PAVEMENT MARKING +w 27 April 3, 2006 28 29 8-22.3(2) Preparation of Roadway Surfaces 30 The following new sentence is inserted after the first sentence in the second paragraph: 31 32 The temperature requirement may be superseded by the material manufacturers written 33 installation instructions. 34 35 8-22.3(3) Marking Application an 36 The second paragraph is revised to read: 37 38 renter iii es on two lane highways with skip patterns, paint or plastic, shall be applied in 39 the increasing mile post direction so they are in cycle with existing skip pattern lines at 40 the beginning of the project. Skip patterns applied to multi-lane or divided roadways 41 shall be applied in cycle in the direction of travel. 42 43 Where paint is applied on centerline on two-way roads with bituminous surface 44 treatment or centerline rumble strips, the second paint application shall be applied in 45 the opposite (decreasing mile post) direction as the first application (increasing mile 46 post) direction. This will require minor skip pattern corrections for curves on the second 47 application. 48 � ' (-U[__M1 per-a��r_�pl�, 'r_�c�ginnin with "Lines with skip pattern" .s deleted 5U 51 The first sentence in the sixth paragraph is revised to ready 1 aw 2 Pavement markings shall be applied at the following base line thickness measured 3 above the pavement surface or above the slot bottom for inset markings in thousandths 4 of an inch (mils): wr 5 6 In the sixth paragraph, the final line in the chart Marking Material Application is revised to read: 7 8 Type D — inset/long line extruded 230 230 230 9 10 In the seventh paragraph, the final line in the chart for Liquid pavement marking material yield 11 per gallon is revised to read: 12 13 230 21 7 14 15 In the eighth paragraph, the final line in the chart for Solid pavement marking material (Type A) yield is 16 revised to read: 17 18 230—flat inset 47 15 19 20 The third, fourth, fifth and sixth sentences in the eleventh paragraph are revised to read: 21 22 For Type C material the slot shall be cut with equipment to produce a smooth square 23 slot with a width in accordance with the material manufacturer's recommendation. The 24 slot depth for Type C material shall be 100 mils, plus or minus 10 mils. The slot depth `r" 25 for Type A or D material shall be 250 mils minimum. Slots for Type A or D material 26 shall be filled with material so that the top of the material with glass beads is 20 mils, +/- 27 10 mils, below the pavement surface. 28 29 This section is supplemented with the following: 30 r 31 When two or more spray applications are required to meet thickness requirements for 32 Type A and Type D materials, top dressing with glass beads is only allowed on the last 33 application. The cure period between successive applications shall be in accordance 34 with the manufacturer's recommendations. Any loose beads, dirt or other debris shall 35 be swept or blown off the line prior to application of each successive.application. 36 Successive applications shall be applied squarely on top of the preceding application. 37 38 8-22.3(5) Installation Instructions 39 This section including title is revised to read: a 40 r 41 8-22.3(5) Plastic Installation Instructions 42 Installation instructions for plastic markings shall be provided for the Engineer. All 43 materials including glass beads shall be installed according to the manufacturer's 44 recommendations. A manufacturer's technical representative shall be present at the 45 initial installation of plastic material to approve the installation procedure or the material 46 manufacturer shall certify that the Contractor will install the plastic material in 47 accordance with their recommended procedure. 48 49 8-22.4 Measurement 50 Ti,e followin g is inserted after the fifth paragraph. 51 1 Diagonal and chevron-shaped lines used to delineate medians, gore areas, and parking a 2 stalls are constructed of painted or plastic 4 inch and 8 inch wide lines in the color and 3 pattern shown in the Standard Plans. These lines will be measured as painted or plastic 4 line or wide line by the linear foot of line installed. Crosswalk line will be measured by 5 the square foot of marking installed. 6 7 Traffic arrows, traffic letters, access parking space symbols, HOV symbols, railroad as 8 crossing symbols, drainage markings, bicycle lane symbols, aerial surveillance full, and 9 1/2 markers, yield line symbols, yield ahead symbols, and speed bump symbols will be 10 measured per each. Type 1 through 6 traffic arrows will be measured as one unit each, 11 regardless-of the number of arrow heads. o 12 13 The last paragraph is revised to read: 14 wr 15 Removal of traffic arrows, traffic letters, access parking space symbol, HOV lane 16 symbol, railroad crossing symbol, 'bicycle lane symbols, drainage markings, aerial 17 surveillance full and 1/2 markers, yield line symbol, yield ahead symbol, and speed 18 bump symbol will be measured per each. Removal of crosswalk lines will be measured 19 by the square foot of lines removed. 20 21 8-22.5 Payment 22 The following items are deleted: 23 24 "Painted HOV Lane Symbol Type " 25 "Plastic HOV Lane Symbol Type " 26 27 SECTION 9-00, DEFINITIONS AND TESTS woo 28 January 3, 2006 29 30 9-00.8 Sand Equivalent W1 31 The second paragraph is revised to read: 32 33 For acceptance, there must be a clear line of demarcation. If no clear line of woo 34 demarcation has formed at the end of a 30 minute sedimentation period, the material 35 will be considered as failing to meet the minimum specified sand equivalent. 36 37 SECTION 9-02, BITUMINOUS MATERIALS 38 January 3, 2006 39 40 9-02.1(4) Asphalt Binders 41 This section including title is revised to read: 42 ' 43 9-02.1(4) Performance Graded Asphalt Binder(PGAB) 44 PGAB meeting the requirements of AASHTO M 320 Table 1 of the grades specified in 45 the contract shall be used in the production of HMA The Direct Tension Test (AASHTO 46 T 314) of M 320 is not a specification requirement 47 42 9-02.1(4)A Performance Grade,' 1�sphait Bindei Wj Ails section including title is revised to r,.-acs. 5u 5 9-02.1(4)A Quality Control Plan 1 The Asphalt Supplier of PGAB shall have a Quality Control Plan (QCP) in accordance 2 with WSDOT QC 2 "Standard Practice for Asphalt Suppliers That Certify Performance 3 Graded Asphalts". The Asphalt Supplier's QCP shall be submitted and approved by the 4 WSDOT State Materials Laboratory. Any change to the QCP will require a new QCP to 5 be submitted. The Asphalt Supplier of PGAB shall certify through the Bill of Lading that 6 PGAB meets the specification requirements of the contract. 7 8 9-02.1(6)A Polymerized Cationic Emulsified Asphalt CRS-21P 9 This section is revised to read: 10 •r• 11 The asphalt CRS-2P shall be a polymerized cationic emulsified asphalt°The polymer 12 shall be milled into the asphalt or emulsion during the manufacturing of the emulsion. 13 The asphalt CRS-2P shall meet the following specifications: *V 14 SHTO Test pecifications Method so Minimum Maximum Viscosity 122°F, SFS T 59 100 400 Storage Stability 1 day % T 59 --- 1 «. Demulsibility 35 ml. 0.8% Dioctyl T 59 40 Podium Sulfosuccinate Particle Charge T 59 positive --- Sieve Test % T 59 --- 0.30 Distillation Oil distillate by vol. of emulsion % T 59no e 1 0 3 ww Residue T 59 no e 65 --- Test on the Residue From Distillation Orr Penetration @771F T 49 100 2507 Torsional Recovery % note 2 18 r V„ ou hness/Tenacit in-lbs note 50/25 --- 15 16 so 17 note 1 Distillation modified to use 300 grams of emulsion heated to 350°F ± 9°F and 18 maintained for 20 minutes. 19 20 note 2The Torsional Recovery test shall be conducted according to the California 21 Department'of Transportation Test Method No. 332. The residue material for this 22 test shall come from California Department of Transportation Test Method No. 331. 23 " 24 note 3Benson method of toughness and tenacity; Scott tester, inch-pounds at 77°F, 25 20 in. per minute pull. Tension head 7/8 in. diameter. 26 27 At the option of the supplier the Benson Toughness/Tenacity test can be used in lieu of 28 Torsional Recovery based on type of modifier used. If the Benson Toughness/Tenacity 29 method is used for acceptance the supplier must supply all test data verifying specification r.w 30 conformance a. 1 SECTION 9-09, TIMBER AND LUMBER 2 January 3, 2006 3 4 9-09.2(3) Inspection 5 This section is revised to read: 6 7 Timber and lumber requiring a grade stamp shall be marked with a certified lumber 0 8 grade stamp provided by one of the following agencies: 9 10 West Coast Lumber Inspection Bureau (WCLIB) 10 11 Western Wood Products Association (WWPA) 12 Pacific Lumber Inspection Bureau (PLIB) 13 Any lumber grading bureau certified by the American Lumber Standards ,o► 14 Committee 15 16 Timber and Lumber requiring a grading certificate shall have a certificate that was 17 issued by either the grading bureau whose stamp is shown on the material, or by the 18 lumber mill, which must be under the supervision of one of the grading bureaus listed 19 above. The certificate shall include the following: 20 � 21 Name of the mill performing the grading 22 The grading rules being used 23 Name of the person doing the grading with current certification Vol 24 Signature of a responsible mill official 25 Date the lumber was graded at the mill 26 Grade, dimensions, and quantity of the timber or lumber 27 28 For Structures: 29 All material delivered to the project shall bear a grade stamp and have a grading OR 30 certificate. The grade stamp and grading certificate shall not constitute final acceptance 31 of the material. The Engineer may reject any or all of the timber or lumber that does not 32 comply with the specifications or has been damaged during shipping or upon delivery. 33 34 For Guardrail Posts and Blocks, Sign Posts, Mileposts, Sawed Fence Posts, and 35 Mailbox Posts: 36 Material delivered to the project shall either bear a grade stamp on each piece or have 37 a grading certificate. The grade stamp or grading certificate shall not constitute final 38 acceptance of the material. The Engineer may reject any or a!l of the timber or lumb°r 39 that does not comply with the specifications or has been damaged during shipping or 40 upon delivery. 41 42 SECTION 9-14, EROSION CONTROL AND ROADSIDE PLANTING 43 January 3, 2006 44 45 9-14.2 Seed 46 This section is revised to read: 47 48 Grasses, legumes, or cover crop seed of the type specified shall conform fo the 49 standards for Certifie,:! g se o tjenef outlined by thi_ State V,,Iashi iwjly, 50 Department of Agriculture Rules for Seed Certification," latest edition. Seed shall be 51 furnished in standard containers on which shall be shown the following information 1 Ow 2 (1) Common and botanical names of seed, 3 (2) Lot number, 4 (3) Net weight, 40 5 (4) Pure live seed 6 7 All seed installers and vendors must have a business license issued by the Washington 00 8 State Department of Licensing with a "seed dealer" endorsement. Upon request, the 9 contractor shall furnish the Engineer with copies of the applicable licenses and 10 endorsements. �. 11 , 12 Upon request, the Contractor shall furnish to the Engineer duplicate ^copies of a 13 statement signed by the vendor certifying that each lot of seed has been tested by a 14 recognized seed testing laboratory within six months before the date of delivery on the 15 project. Seed which has become wet, moldy, or otherwise damaged in transit or storage 16 will not be accepted. 17 " 18 9-14.4(1) Straw 19 This section is revised to read: 20 21 All straw material shall be in an air dried condition free of noxious weeds and other 22 materials detrimental to plant life. Straw mulch so provided shall be suitable for 23 spreading with mulch blower equipment. " 24 25 9-14.4(3) Bark or Wood Chips 26 This section is supplemented with the following: 27 28 Sawdust shall not be used as mulch. 29 30 9-14.4(4) Sawdust 31 This section including title is revised to read: 32 33 9-14.4(4) Vacant 34 35 9-14.4(7) Tackifier aw 36 The first sentence in the first paragraph is deleted. 37 38 9-14.4(8) Compost 4V 39 This section is revised to read: 40 41 Compost products shall be the result of the biological degradation and transformation of ,o 42 plant-derived materials under controlled conditions designed to promote aerobic 43 decomposition. Compost shall be stable with regard to oxygen consumption and 44 carbon dioxide generation. Compost shall be mature with regard to its suitability for 45 serving as a soil amendment or an erosion control BMP as defined below. The compost to 46 shall have a moisture content that has no visible free water or dust produced when 47 handling the material. 48 or 49 Compost production an U` quality shall comply with Chapter 17-)-350 WAC, 50 51 Compost products shall meet the following physical criteria: 40 Vw or 1 2 1. Compost material shall be tested in accordance with Testing Methods for the 3 Examination of Compost and Composting (TMECC) Test Method 02.02-B, 4 "Sample Sieving for Aggregate Size Classification". all 5 6 Fine Compost shall meet the following: 7 8 Min. Max. wr, 9 Percent passing 2" 100% 10 Percent passing 1" 99% 100% 11 Percent passing 1/2" 90% 100% 4W 12 Percent passing '/4" 75% 100% 13 Maximum particle length of 6 inches 14 so 15 Coarse Compost shall meet the following: 16 Min. Max. 17 Percent passing 3" 100% 00 18 Percent passing 1" 90% 100% 19 Percent passing 3/" 70% 100% 20 Percent passing '/" 40% 60% 21 Maximum particle length of 6 inches 22 23 2. The pH shall be between 6.0 and 8.5 when tested in accordance with TMECC 24 04.11-A, "1:5 Slurry pH". 25 26 3. Manufactured inert material (plastic, concrete, ceramics, metal, etc.) shall be 27 less than 0.5 percent on a dry weight or volume basis, whichever provides for 28 the least amount of foreign material. 29 30 4. Minimum organic matter shall be 40 percent dry weight basis as determined 31 by TMECC 05.07A, "Loss-On-Ignition Organic Matter Method". 32 33 5. Soluble salt contents shall be less than 3.0mmhos/cm tested in accordance ` 34 with TMECC 04.10-A, "1:5 Slurry Method, Mass Basis". 35 36 6. Maturity shall be greater than 80% in accordance with TMECC 05.05A, 37 "Germination and Root Elongation". 38 39 7 Stability shall be 7 or below in accordance with I MECC 05.08-B, Carbon V 40 Dioxide Evolution Rate" 41 42 8. The compost product must originate a minimum of 65 percent by volume from 43 recycled plant waste as defined in WAC 173-350 as "Type 1 Feedstocks." A 44 maximum of 35 percent by volume of other approved organic waste and/or 45 biosolids may be substituted for recycled plant waste. The supplier shall 46 provide written verification of feedstock sources 47 48 9. Samples may be tested using the Solvitu Compost Maturity Test by the 49 Contracting f�gency at the Engineer's discretion_ Fine C,Dmr.)ost shall 5v� nUnlher _i o _ trle olVlta 51 shall score a 5 or above on the Solvita Compost Maturity Test. 52 1 The compost supplier will test all compost products within 90 calendar days prior to ` 2 initial application. Samples will be taken using the Seal of Testing Assurance (STA) 3 sample collection protocol. (The sample collection proto col can be obtained from the 4 U.S. Composting Council, 4250 Veterans Memorial Highway, Suite 275, Holbrook, NY No 5 11741 6 7 Phone: 631-737-4931, www.compostingcouncil.org). The sample shall be sent to an 4 W 8 independent STA Program approved lab. The compost supplier will pay for the test. A 9 copy of the approved independent STA Program laboratory test report shall be 10 submitted to the Contracting Agency prior to initial application of the compost. Seven .■ 11 days prior to application, the Contractor shall submit a sample of each type compost to 12 be used on the project to the Engineer. 13 14 Compost not conforming to the above requirements or taken from a source other than 15 those tested and accepted shall be immediately removed from the project and replaced 16 at no cost to the Contracting Agency, A, 17 18 The contractor shall either select a compost supplier from the Qualified Products List, or 19 submit the following information to the Engineer for approval: 20 21 1. A Request for Approval of Material Source. 22 23 2. A copy of the Solid Waste Handling Permit issued to the supplier by the 24 Jurisdictional Health Department as per WAC 173-350 (Minimum Functional 25 Standards for Solid Waste Handling). 26 27 3. The supplier shall verify in writing, and provide lab analyses that the material 28 complies with the processes, testing, and standards specified in WAC 173-350 29 and these specifications. An independent STA Program certified laboratory 30 shall perform the analysis. 31 32 4. A list of the feedstock by percentage present in the final compost product. 33 34 5. A copy of the producer's Seal of Testing Assurance certification as issued by 35 the U.S. Composting Council. 36 37 Acceptance will be based upon a satisfactory Test Report from an independent STA 38 program certified laboratory and the sample(s) submitted to the Engineer. 39 r 40 9-14.5(5) Wattles 41 This section is revised to read: 42 43 Wattles shall consist of cylinders of biodegradable plant material such as straw, coir, 44 compost, or wood shavings encased within biodegradable or photodegradable netting. 45 Wattles shall be at least 5 inches in diameter, unless otherwise specified. Encasing 46 material shall be clean, evenly woven, and free of encrusted concrete or other 47 contaminating materials such as preservatives. Encasing material shall be free from 48 cuts, tears, or weak places and shall have a lifespan greater than 6 months. +�+ 49 50 Compost tiller shall meet the material requirements as specified in Section 9-14.4(8). 51 and shall be Coarse Compost �,. 52 pr 1 9-14.5(6) Compost Sock 2 This section is revised to read: 3 4 Biodegradable fabric for compost sock and compost wattle shall be clean, evenly 5 woven, and free of encrusted concrete or other contaminating materials and shall be 6 free from cuts, tears, broken or missing yarns and thin, open, or weak places. Fabric for 7 compost sock shall consist of extra heavy weight biodegradable fiber which has not ,err 8 been treated with any type of preservative. Compost for compost socks shall meet the 9 material requirements as specified in Section 9-14.4(8), and shall be Coarse Compost 10 11 Wood stakes for dompost sock and wattles shall be made from Douglas-fir, hemlock, or 12 pine species. Wood stakes shall be 2 inch by 2 inch nominal dimension and 36 inches 13 in length, unless otherwise indicated in the Plans. 14 15 Section 9-14.5 is supplemented with the following new section. 16 17 9-14.5(7) Coir Log 18 Coir log: Logs shall be made of 100% durable coconut (coir) fiber uniformly compacted 19 within an outer netting. Log: segments shall have a maximum length of 20 feet, with a 20 minimum diameter as shown in the Plans. Logs shall have a density of 7 Ibs/cf or greater. 21 22 Coir logs shall be manufactured with a woven wrapping netting made of bristle coir twine 23 with minimum strength of 80 Ibs tensile strength. The netting shall have nominal 2 inch by 2 24 inch openings. 25 26 Stakes shall conform to the requirements of Section 9-09. Cedar wood stakes shall have a 27 notch to secure the rope ties. Rope ties shall be one-quarter inch diameter commercially 28 available hemp rope. 29 30 9-14.6(1) Descriptioh 31 This section is revised to read: 32 33 Bareroot plants are grown in the ground and harvested without soil or growing medium 34 around their roots. 35 36 Container plants are grown in pots or flats that prevent root growth beyond the sides 37 and bottom of the container. 38 39 Balled and burlapped plants are grown in the ground and harvested with soil around a + 40 core of undisturbed roots. This rootball is wrapped in burlap and tied or placed in a wire 41 basket or other supportive structure. 42 43 Cuttings are live plant material without a previously developed root system. Source 44 plants for cuttings shall be dormant when cuttings are taken. All cuts shall be made with 45 a sharp instrument. Written permission shall be obtained from property owners and 46 provided to the Engineer before cuttings are collected. The Contractor shall collect 47 cuttings in accordance with applicable sensitive area ordinances For cuttings. the 48 requirement to be nursery grown or held in nursery conditions doe�� not apnk/ Cuttings 49 include the fs"?winc forms IN 1 A. Live branch cuttings shall have flexible top growth with terminal buds and may ' 2 have side branches. The rooting end shall be cut at an approximate 45 degree 3 angle. 4 '"' 5 B. Live stake cuttings shall have a straight top cut immediately above a bud. The 6 lower, rooting end shall be cut at an approximate 45degree angle. Live stakes 7 are cut from one to two year old wood. Live stake cuttings shall be cut and No 8 installed with the bark intact with no branches or stems attached, and be '/Z to 9 1 '/2 inch in diameter. 10 ,■„ 11 C. Live pole cuttings shall have a minimum 2inch diameter and no mor& than 12 three branches which shall be pruned back to the first bud from the main stem. 13 14 D. Rhizomes shall be a prostrate or subterranean stem, usually rooting at the 15 nodes and becoming erect at the apex. Rhizomes shall have a minimum of 16 two growth points. 17 oru 18 E. Tubers shall be a thickened and short subterranean branch having numerous 19 buds or eyes. , 20 21 9-14.6(2) Quality 22 This section is revised to read: 23 W 24 All plant material furnished shall meet the grades established by the latest edition of the 25 American Standard for Nursery Stock, (ASNS) ANSI Z60.1 shall conform to the size 26 and acceptable conditions as listed in the contract, and shall be free of all foreign plant u' 27 material. 28 29 All plant material shall comply with State and Federal laws with respect to inspection for +r 30 plant diseases and insect infestation. 31 32 All plant material shall be purchased from a nursery licensed to sell plants in 111110 33 Washington State. 34 35 Live woody or herbaceous plant material, except cuttings, rhizomes, and tubers, shall OW 36 be vigorous, well formed, with well developed fibrous root systems, free from dead 37 branches, and from damage caused by an absence or an excess of heat or moisture, 38 insects, disease, mechanical or other causes detrimental to good plant development. 39 Evergreen plants shall be well foliated and of good color. Deciduous trees that have 40 solitary leaders shall have only the lateral branches thinned by pruning. All conifer trees 41 shall have only one leader (growing apex) and one terminal bud, and shall not be 42 sheared or shaped. Trees having a damaged or missing leader, multiple leaders, or Y- '�" 43 crotches shall be rejected. 44 45 Root balls of plant materials shall be solidly held together by a fibrous root system and 46 shall be composed only of the soil in which the plant has been actually growing. Balled 47 and burlapped rootballs shall be securely wrapped with jute burlap or other packing 48 material not injurious to the plant life. Root balls shall be free of weed or foreign plant VW 49 growth. 50 51 Plant materials shall be nursery grown stock. Plant material, with the exception of ,,,,,, 52 cuttings, gathered from native stands shall be held under nursery conditions for a wr w 1 minimum of one full growing season, shall be free of all foreign plant material, and meet 2 all of the requirements of these Specifications, the Plans, and the Special Provisions. 3 4 Container grown plants must be plants transplanted into a container and grown in that 5 container sufficiently long for new fibrous roots to have developed so that the root mass 6 will retain its shape and hold together when removed from the container, without having 7 roots that circle the pot. Plant material which is root bound, as determined by the to 8 Engineer, shall be rejected. Container plants shall be free of weed or foreign plant 9 growth. 10 11 Container sizes for plant material of a larger grade than provided for in the container 12 grown specifications of the ASNS shall be determined by the volume of the root ball 13 specified in the ASNS for the same size plant material. 14 15 All bare root plant materials shall have a heavy fibrous root system and must be 16 dormant at the time of planting. 17 18 Average height to spread proportions and branching shall be in accordance with the 19 applicable sections, illustrations, and accompanying notes of the ASNS. 20 21 Plants specified or identified as "Street Tree Grade" shall be trees with straight trunks, 22 full and symmetrical branching, central leader, and be developed, grown, and 23 propagated with a full branching crown. A "Street Tree Grade" designation requires the 0 24 highest grade of nursery shade or ornamental tree production which shall be supplied. 25 26 Trees with improperly pruned, broken, or damaged branches, trunk, or root structure 10 27 shall be rejected. In all cases, whether supplied balled and burlapped or in a container, 28 the root crown (top of root structure) of the tree shall be at the top of the finish soil level. 29 Trees supplied and delivered in a nursery fabric bag will not be accepted. 30 31 Plants, which have been determined by the Engineer to have suffered damage as the 32 result of girdling of the roots, stem, or a major branch; have deformities of the stem or 33 major branches; have a lack of symmetry; have dead or defoliated tops or branches; or 34 have any defect, injury, or condition which renders the plant unsuitable for its intended 35 use, shall be rejected. 36 so 37 Plants that are grafted shall have roots of the same genus as the specified plant. 38 39 9-14.6(3) Handling and Shipping 40 The last sentence in the sixth paragraph is deleted. 41 42 9-14.6(6) Substitution of Plants , 43 The second paragraph is revised to read: 44 45 Container or balled and burlapped plant material may be substituted for bare root plant 46 material. Container grown plant material may be substituted for balled and burlapped 47 plant materials. When substitution is allowed, use current ASNS standards to determine 48 the correct rootball volume (container o balled and burlapped) of the substituted 49 material that corresponds to tha+. o` 1h _pecified material �i��F- suh i;tuii0"' s0 approved by the Engineer and he st ii, tt» r'r,n,ra 51 52 9-14.6(7) Temporary Storage 1 The third paragraph is revised to read: ""• 2 3 Cuttings shall continually be shaded and protected from wind. Cuttings must be 4 protected from drying at all times and shall be heeled into moist soil or other insulating .. 5 material or placed in water if not installed within 8 hours of cutting.Cuttings to be stored 6 for later installation shall be bundled, laid horizontally, and completely buried under 7 6 inches of water, moist soil or placed in cold storage at a temperature of 34 F and 90% .. 8 humidity. Cuttings that are not planted within 24 hours of cutting shall be soaked in 9 water for 24 hours prior to planting. Cuttings taken when the temperature is higher than 10 50OF shall not be stored for later use. Cuttings that already have developed roots shall 11 not be used. 12 13 The fourth paragraph is deleted. r 14 15 SECTION 9-16, FENCE AND GUARDRAIL 16 April 3, 2006 17 18 9-16.1(1)A Post Material for Chain Link Fence 19 The two references in the second paragraph to "Standard Plan L 2" are revised to "ASTM ,ow 20 F 1043". 21 22 Under Roll Form Material, the reference in the third paragraph to "Standard Plan L Im 23 2" is revised to "ASTM F1043". 24 25 SECTION 9-29, ILLUMINATION, SIGNAL, ELECTRICAL .. 26 January 3, 2006 27 28 9-29.2(1) Standard Junction Box 29 This section including title is revised to read: 30 31 9-29.2(1) Standard Duty and Heavy Duty Junction Box .. 32 Concrete junction boxes shall have a minimum compressive strength of 6000 psi when 33 reinforced with a welded wire hoop and 4000 psi when reinforced with welded wire 34 fabric or fiber reinforcement. The frame shall be anchored to the box by welding the 35 wire fabric to the frame or by welding headed studs 3/8 inch x 3 inches long, as ow 36 specified in section 9-06.15, to the frame. The wire fabric shall be attached to the studs 37 and frame with standard tie practices. The box shall contain ten studs located near the 38 centerline of the frame and box wall. The studs shall be placed one anchor in each sw 39 corner, one at the middle of each width and two equally spaced on each length of the 40 box. For Standard Duty Junction boxes the steel frame, lid support, and lid shall be 41 painted with a black paint containing rust inhibiters or painted with a shop applied, ■• 42 inorganic zinc primer in accordance with Section 6-07.3 or hot dip galvanized in 43 accordance with ASTM A 111. For Heavy Duty Junction Boxes the steel frame, lid 44 support and lid shall be painted with a shop applied, inorganic zinc primer in 45 accordance with Section 6-07.3 46 47 Non-concrete junction boxes shall be gray in color and shall have an open bottom aw 48 design with approximately the same inside dimensions as concrete junction boxes. 49 Non-concrete junction box lids shall include a pull slot and shall be secured with two '/z 50 inch stainless steel hex-head bolts factory coated with anti-seize compound and 51 recessed into the cover. The tapped holes for the securing bolts shall extend law 1W 1 completely through the box to prevent accumulation of debris. Bolts shall conform to 2 ASTM F 593, stainless steel. 3 4 This section is supplemented with the following new sections: go 5 6 9-29.2(1)A Standard Duty Junction Boxes 7 Standard Duty Junction Boxes are defined as Type 1, 2, 3, 7 and 8 concrete and non- r 8 concrete junction boxes and shall have a minimum load rating of 22,500 pounds, 9 applied through a 10 inch. x 10 inch x 1 inch steel plate centered on the lid. 10 1`1 Type 1 non-concrete junction boxes with the same approximate interior dimensions are as 12 considered to be equivalent to any Type 1 concrete junction box. The Type 2 and 3 13 non-concrete junction boxes respectively are considered as equivalent to the type 2 and 14 3 concrete junction boxes with the approximate same interior dimensions. 15 16 Currently approved Type 1, 2, and 3 junction boxes shall remain approved, unless the 17 design is modified. An modification to 9 y approved junction boxes will require review or 18 retesting for acceptance. The non-concrete junction boxes require testing by an 19 independent testing lab; as described below. 20 wr 21 Material for Type 1, 2, 3, 7 and 8 concrete junction boxes shall conform to the following: 22 23 Concrete a Section 6-02 wr 24 Reinforcing Steel Section 9-07 25 Fiber Reinforcing ASTM C 1116, Type III 26 Lid ASTM A786 diamond plate steel 27 . Frame ASTM A786 diamond plate steel or 28 ASTM A36 flat steel 29 Lid Support & Handle ASTM A36 steel 30 Anchors (studs) Section 9-06.15 31 32 9-29.2(1)B Heavy Duty Junction Boxes 33 Heavy Duty Junction Boxes are defined as Type 4, 5, and 6 junction boxes and lids. 34 shall have a minimum vertical load rating of 46, 000 pounds without permanent 35 deformation and 60,000 pounds without failure. 36 37 Material for type 4, 5, and 6 concrete junction boxes shall conform to the following: 38 39 Concrete Section 6-02 go 40 Reinforcing Steel Section 9-07 41 Lid ASTM A786 diamond plate steel, rolled 42 from plate complying with ASTM A572, rr► 43 grade 50 or ASTM A588 with min. CVN 44 toughness of 20 ft-lb at 40 degrees F 45 Frame and stiffener plates ASTM A572 grade 50 or ASTM A588, both with 46 min. CVN toughness of 20 ft-lb at 40 degrees F 47 Handle ASTM A36 steel 48 Anchors (studs) Section 9-06.15 49 Boll- Nuts, Washers 593 or A. 19- t;p 50 51 The lid stiffener plates shall bear on the frame. Mill sc that there is full even contact 52 around the perimeter hefvver' t c. r n,Q s 3t ;n,� '{ _ itt,,..: 'jt.r taC)r!CatlOn 1 of the frame and lid. The bearing seat and lid perimeter bar shall be free from burrs, 2 dirt and other foreign debris that would prevent solid seating. Bolts and nuts shall be 3 liberally coated with anti-seize compound. Bolts shall be installed snug tight. The 4 bearing seat and lid perimeter bar shall be machined to allow a minimum of 75% of the 5 bearing areas to be seated with a tolerance of 0.0 to 0.005 inches measured with a 6 feeler gage. The bearing area percentage will be measured for each side of the lid as it 7 bears on the frame. .+. 8 9 9-29.2(1)C Testing Requirements 10 For fabrication approval by the Contracting Agency, junction boxes shall be tested, and 11 a test report from an independent mdterials testing facility shall be provided showing 12 compliance with the load test. 13 AW 14 The test report shall certify that the box and cover meet or exceed the loading 15 requirements and shall document the results of the load test. Three copies of the test 16 report shall be furnished to the Contracting Agency. The report shall include the Ow 17 following information. 18 19 1. Product identification. 20 2. Date of testing. "" 21 3. Description of testing apparatus and procedure. 22 4. All load, deflection and failure data. 23 5. Weight of box and cover tested. tm 24 6. A brief description of type and location of failure. 25 7. Upon completion of the required test(s) the box shall be loaded to failure. 26 8. A brief description of type and location of failure. wr 27 28 Prior to installation of junction boxes, the contractor shall provide a certified test report, 29 prepared by an independent testing lab which documents results of testing done by the 30 independent testing lab for the manufacturer. The-test report shall certify that the 31 boxes meet or exceed the loading requirements and shall document the results of the 32 load test listed below. The independent testing lab shall meet the requirements of 33 AASHTO R 18. Representatives of the State Materials Lab shall witness the test and 34 sign the test report. The Contractor shall give the Engineer 30 days notice prior to 35 testing. 36 t. 37 Testing for Standard Duty Junction Boxes 38 Standard Duty Junction Boxes shall be load tested to 22,500 pounds. At each 39 interval the test box shall be inspected for lid deformation, failure of the lid/ frame "" 40 welds, vertical and horizontal displacement of the lid/ frame, cracks, and concrete 41 spalling. The test load shall be applied uniformly through a 10 inch x 10 inch x 1 42 inch steel plate centered on the lid. WO 43 44 Concrete junction boxes will be considered to have withstood the test if none of the 45 following conditions are exhibited: tw 46 47 1. Permanent deformation of the lid or any impairment to the function of the 48 lid. mw 49 2. Vertical or horizontal displacement of the lid frame. 50 1 Cracks wider than 0.012 inches that extend 12 inches or more. 51 4. Fracture or cracks passing through the entire thickness of the concrete 52 5. Spalling of the concrete. 1 2 Non concrete junction boxes will be considered to have withstood the test if none of 3 the following conditions are exhibited: 4 5 1. Permanent deformation of the lid or lid frame or any impairment to the 6 function of the lid. 7 2. Vertical or horizontal displacement of the lid frame. 8 3. Fracturing of the sidewall or lid. go 9 4. Displacement of lid or junction box side. 10 11 Testing for Heavy Duty Junction Boxes 10 12 Heavy duty junction boxes shall be load tested to 46,000 pounds and then to 13 60,000 pounds. The test load shall be applied in both longitudinal and transverse 14 orientations. At each interval the test box shall be inspected for lid deformation, ' 15 failure of the lid/ frame welds, vertical and horizontal displacement of the lid frame, 16 cracks, and concrete spalling. 'The test load shall be applied uniformly through a 17 10-inch x 20-inch x 1-inch steel plate centered on the lid. 18 19 Heavy duty junction boxes will be considered to have withstood the 46,000 pounds 20 test if none of the following conditions are exhibited: 21 22 1. Permanent deformation of the lid or any impairment to the function of the 23 lid. 24 2. Vertical or horizontal displacement of the lid frame. to 25 3. Cracks wider than 0.012-inches that extend 12-inches or more. 26 4. Fracture or cracks passing through the entire thickness of the concrete. 27 5. Spalling of the concrete. 28 29 Heavy duty junction boxes will be considered to have withstood the 60,000 pounds 30 test if none of the following conditions are exhibited: 31 32 1. The lid is operational. 33 2. The lid is securely fastened. 34 3. The welds have not failed. 35 4. Permanent dishing or deformation of the lid is 1/4 inch or less. 36 5. No buckling or collapse of the box. 37 38 9-29.6(2) Slip Base Hardware 39 The last sentence in the first paragraph is revised to read: am 40 41 Plate washers shall conform to ASTM A 36, and also shall conform to the flatness 42 tolerances specified in AASHTO M 293 for circular washers. 43 44 SECTION 9-33, CONSTRUCTION GEOTEXTILE 45 April 3, 2006 ok 46 47 9-33.2(3) Prefabricated Drainage Mat 48 The final line of Tahle 8 is revised to read as fol!ows 49 50 � o,s�tile '�ral� Iv c,,,:v�✓ 51 W 40 1 SECTION 9-34, PAVEMENT MARKING MATERIAL 2 April 3, 2006 3 4 9-34.2 Paint 5 This section is revised to read: 6 7 White and yellow paint shall comply with the specifications for high volatile organic '■' 8 compound (VOC) solvent based paint, low VOC solvent based paint or low VOC 9 waterborne paint. Blue paint for "Access Parking Space Symbol with Background" shall 10 be chosen from a WSDOT QPL listed Manufacturer. The blue color shall match Fed 11 Standard 595, color 15090 and the tolerance of variation shall match that shown h the 12 FHWA "Highway Blue Color Tolerance Chart." 13 14 9-34.3 Plastic 15 This section is revised to read: 16 w, 17 White and yellow plastic pavement marking materials shall comply with the 18 specifications for: 19 20 Type A— Liquid hot applied thermoplastic 21 Type B — Pre-formed fused thermoplastic 22 Type C— Cold applied pre-formed tape 23 Type D— Liquid cold applied methyl methacrylate 24 25 Blue plastic pavement marking material for "Access Parking Space Symbol with 26 Background" shall be chosen from a WSDOT QPL listed Manufacturer. The blue color WHO 27 shall match Fed Standard 595, color 15090 and the tolerance of variation shall match 28 that shown in the FHWA "Highway Blue Color Tolerance Chart." 29 as 30 9-34.4 Glass Beads 31 In the first sentence the reference to AASHTO M 247-81, Type 1 is revised to 32 AASHTO M 247, Type 1. .w 33 34 SECTION 9-35, TEMPORARY TRAFFIC CONTROL MATERIALS 35 April 3, 2006 36 37 9-35.2 Construction Signs 3R The first narnnrnnh is cuinnlomonforl un+k Fhr c n .,.,; r �y r Yr...�I— wU VVILI 1 u is Ivnvvvii 19. +w. 39 40 Post mounted Class A construction signs shall conform to the requirements of this 41 section and additionally shall conform to the requirements stated in section 9-28. w 42 43 The second paragraph is revised to read: 44 45 Aluminum sheeting shall be used to fabricate all construction signs. The signs shall 46 have a minimum thickness of 0.080-inches and a maximum thickness of 0.125- 47 Inches. 48 aw 49 _IP-, fist sentence in the fourth paragraph is revised to rea.'i 5 r 1 The use of plywood, composite, fiberglass reinforced plastic, new fabric rollup signs, Ali 2 and any other previously approved sign materials except aluminum is prohibited. 3 Any sign which otherwise meets the requirements of this section and was purchased 4 prior to July 1, 2004, may be utilized until December 31, 2007. If a fabric sign is 5 used, it shall have been fabricated with Type VI reflective sheeting. rw rw wr w ww so WO 40 APPENDIX A-SAMPLE FORMS CITY OF RENTON *w aw wo ar - wr SAMPLES *w *. ON APPENDIX A ow f. SAMPLE FORMS .. DOCUMENTS IN THE FOLLOWING FORMS MUST BE SUBMITTED BY THE CONTRACTOR so TO THE CITY. 4w ow ow 2006 STREET OVERLAY WITH CURB RAMPS ilm mw rr �r �Iwi +rr +rr /-NvrGNV1X ^ — SHnilri.-` --- AMk Washington State Request to Sublet Work +W MAF Department of Transportation ❑Subcontractor ❑Lower Tier Subcontractor p DBE .rr Prime Contractor Federal Employer I.D. Number* State Contract Number Job Description(Title) Request Number ar Approval is Requested to Sublet the Following Described Work to: Subcontractor or Lower Tier Subcontractor i Federal Employer I.D. Number 1W Address Telephone Number City IState IZip Code Estimated Starting Date arw If Lower Tier Subcontractor, ID of Corresponding Subcontractor • If no Federal Employer I.D. Number, Use Owner's Social Security Number Item No. Partial Item Description Amount rrr I rw Ilia _ i err rr l understand and will insure that the subcontractor will Prime Contractor Signature Date comply fully with the plans and specifications under which this work is being performed. Department of Transportation Use Only +r Percent of Total Contract DBE Status Verification This Request % Previous Requests % qw Sublet to Date % Project Engineer Date Approved-Region Construction Engineer Date El (When Required) sir DOT Form 421-012 EF Distribution: White(Original)-Region Canary(Copy)-Project Engineer Pink(Copy)-Contractor Revised 7/02 low •ri rrr Mr Iii rrNL-ND 1X /t 'vI r vf-- I CN O N O LL Q c EI 2- N v W Q Z C OT - 01 rn LL o dl o Eln i o w11 ^ � O In !- O W j 0 O W o) Q. J EwN _ O N ` T -i_�-_ __ _- _-_ O � � d N F col t — - o LL 1_ �a El a vi v �zw I I h o CD Im °' E u a�i E E LL IL c E pj 0 o` O U) ow Z d j O L 0 V m Q N - T a � 8 O c CV (L a W E W "--- — u. i z ca -i--�- y O E�5 i mQ�¢ 1 E I I Z N E LL o z = a N N C Qd LL O wr j ,o C1. U ++ O U —t- � N .0 J C E a p a !� 7 (6 N p w L- I LL Z O O O O I!i O c L ' �. U) U W a i > -- - Oa co qw O o (1) LL = 0 O N I i I ar W f4 H o m a rrr O U) M O > U !. > U > U > U > U N co N iff' O N 4? U N U O N U O O I N O Y +O+ U @ a o Q a a a a ca a a O n Cl o U Q Q Q F Q F- Q - U °-' _ _ U) N N w low d N � O C � = ip .� o Q, 3 CL ry V Q m O a - O _° m E ' O C ate+ w n a aw rr 4 APPENDIX A - SAMPLE FORMS CITY OF RENTON Recycled Product Reporting Form Upon completion of project, indicate the type, amount and cost of each recycled product purchased for and used in the project. Return the completed form to the project manager. +. Project . Date: C AG Iio.: Contractor: Recycled Product Amount I Unit of Measure Cost per Unit ow ❑ Compost Product ❑ Glassphalt or Rubberized - - Asphalt ' ❑ Re-crushed Concrete or Asphalt ❑ Recycled Glass Cullet I "" ❑ Recycled Plastic Lumber I ❑ Other Recvcled Plastic ❑ Rec-vcled Building wr Insulation ❑ Recycled Paint 1 .r C^J Recycled Rubber Product ❑ Recycled Carpet ❑ Recycled Tile ❑ Other Recycled Product Signed: Title: Date: er r. rr rr lw 0 to Depart ent of Labor and Industries STATEMENT OF INTENT TO Prevailing Wage (360)902-5335 PAY PREVAILING WAGES www.Ini.wa.gov//TradesLicensing/PrevaiIingWage oy� b��aao� e Public Works Contract $25.00 Filing Fee Required • This for [ ust be typed or printed in ink. Project Na e Contract# • Large,bold nu bers l iatch instructions on back of fore. • Please allow a ini-lu=_, of 10 working days for processing. Contract Awarding Agency(public agency-not federal or private) • Once ap2roved your for..-1 will be posted online at the above website. APPROyGD FORM-W,4t B MA1LED TO THIS ADDRESS ,� Address Contractor,cc 1pany or agency na ie,address,city,state&ZIP+4 m City State ZIP+4 Awarding Agency Project Contact Person Phone# tW County where work was perfor 'ed City where work was perfor':ed Bid due date ( /dd/yy) Date contract awarded (i!Cl/dd/yy) aw Will all work be subcontracted? Do you intend to use subcontractors? ❑ Yes ❑ No ❑ Yes ❑ No IMP Pri❑e contractor(has contract with the public agency) Contractor Registration Expected J ob start date /dd/YY) Do you intend to use apprentices? ❑ Yes ❑ No Craft/trade/occupation(Do NOT list apprentices) Esti0ated no. Rate of Rate of hourly fringe qW Indicate nuf.-Iber of owners expected to erfor_:I work. of workers hourly a benefits +irr +�It ar CoF inany nay"le I FIndicate total dollar a ount of your contract ow or ti❑e and Materials if applicable. Address I hereby certify that the above inforl7ation is correct and that all workers I e'_!ploy on this Public Works Project will be paid no less City State ZIP+4 than the Prevailing Wage Rate(s) as deter-lined by the Industrial aw Statistician of the Depart ent of Labor and Industries Contractor Registration No. UBi Title Signature +�If Industrial Insurance Account NiC�ber ECiail address Phone nuDber For L&I Use Only., nYlr Check NuE,her: ❑ S25 or S "For..&i oe Onl r6i y ,' Issued By: APPROVED: Depart ent of Labor and Industries wr By Industrial Statistician 40W F700-029-000 stateCrent of intent to pay prevailing wages 12-04 After APPROVAL,send white copy to Awarding Agency. Canary copy—L&I +r �1 �r w1Y How to expedite the processing of your form: REQUIRED FOR PROCESSING ERRORS THAT CAUSE REJECTION Filing Fee No fee or wrong amount. $25.00 filing fee required. err Bid Due Date and Date Contract Awarded Missing. Award date is before bid due date. Prevailing Wage is based on the date bids from prime contractor were due to the contract awarding w agency. Craft/trade/occupation Craft not listed, not specific, or does not match prevailing wage occupation listings. .Owner/Operators: If the work will be performed by owners/partners, state"Owner/Operator" under the"Craft" section, and the wage and fringe need not be completed. Do list the number of owners on the job. (Individuals who own less than 30% of the company are not considered 9rr to be owner/operators and must be paid prevailing wage.) Ali work subcontracted: If all work will be performed by subcontractors, check the appropriate box on the form. ' Rate of Hourly Pay Missing or incorrect wages. Enter the rate of hourly pay and rate of qualified hourly fringe benefits, as defined by RCW 39.12.010, that you will actually provide to the workers. The amount listed for"Rate of Hourly Pay" plus the amount listed for the"Rate of Hourly Fringe Benefits", if any, must equal or exceed the Prevailing Wage rate. Estimated number of workers Missing +rr Total Dollar Amount of Your Contract Missing—Enter"time and materials" if applicable. The exact dollar amount will be required on the Affidavit of Wages Paid form. Contractor Registration No. or UBI Missing or not registered. Companies not required to obtain a contractor's registration number need only indicate UBI (i.e.,janitorial, surveying, truck driving). Signature Missing—Intent must be signed by an authorized representative. +rr Apprentices: Do not list apprentices or apprenticeship wages on this Statement of Intent. If you use apprentices on this project, they must be listed on the Affidavit of Wages Paid form (F700-007-000), and registered with the Washington State Apprenticeship and Training Council within 60 days of hire. Any workers not registered as such must be paid prevailing journey level wages. Call (360) "rr 902-5323 to verify registration. Electrical and Plumber trainees registered with the Department of Labor and Industries MUST ALSO be registered with the Washington State Apprenticeship and Training Council to qualify for apprentice rates. If there is not enough h c are to list all re uireri infnrmatinn nn nna form i ma aririitional Intent forms as needed Please inriicate of the top of each form"Page 1 of 2",`Page 2 of 2", etc. No additional fee is required. No other attachments will be accepted. Approval of this Intent will be based on the information provided by the contractor/subcontractor. It does not signify approval of the classifications of labor used by the contractor/subcontractor. AW L&I will mail the approved white copy of this Intent to the organization provided on the front of this form. Make a copy for your records. A copy of the approved Intent form for each employer must be posted at the jobsite for contracts in excess of$10,000.00. r Prevailing wage rates are available on the Internet at www.Lni.wa.gov/TradesLicensing/PrevailingWage 4' Submit both copies (white and canary) and the $25.00 filing fee to: MANAGEMENT SERVICES Please fold in thirds so the address "` DEPT. OF LABOR AND INDUSTRIES will show in a window envelope PO BOX 44835 OLYMPIA,WASHINGTON 98504-4835 For questions call (360)902-5335 MW F700-029-000 statement of intent to pay prevailing wages—backer 12-04 ar do ow 40 ow rr r CERTIFICATION OF PAYMENT OF PREVAILING WAGES Date: +r. Ref: Pay Estimate No. Project CAG No. This is to-certify that the prevailing wages have been paid to our employees and our subcontractors' employees for the period +r from through in accordance with the Intents to Pay Prevailing Wage filed with the Washington State Department of Labor &Industries. This form will be executed and submitted prior to or with the last pay request. aw Company Name vw By: 4W Title: Y.r 4W mr ar 4W +r 4W 18_INTNT.DOC\ wr to Orr e i 40 so APPENDIX B - HOURLY MINIMUM WAGE RATES CITY OF RENTON ur. rr r ar %w or .APPENDIX 6 HOURLY MINIMUM WAGE RATES 2006 STREET OVERLAY WITH CURB RAMPS wr ww rw liri ILIIVL.J - MleCL1VC: J/J/Z.WO -- 01 L.V aw a � 001'�,r(f��,. }, s Tapic Index I Contact° Home Safety Claims Et Insurance Workplace Rights Trades It Licensing r Find a Law(RCW)or Rule (WAC) _Get a Form or Publication KING Effective: 3/3/2006 Prevailing Wage Rates for Public Works Contracts Select an Effective 3/3/06 Date want to look up r Journeyman wages I Apprentice wages want to search by County by Trade Please select a King J o county Click to submit > Journeyman Wages by County war KING -- Effective: 3/3/2006 -- Benefit Code Key Classification Prevailing Overtime Holiday Note Wage Code Code Code ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $33.46 1N 5D ow BOILERMAKERS JOURNEY LEVEL $3.5.62 I rrr BRICK AND MARBLE MASONS r. JOURNEY LEVEL $41 .17 1M 5A CABINET MAKERS (IN SHOP) aw JOURNEY LEVEL $16.67 1 CARPENTERS ACOUSTICAL WORKER $40.23 1 5D qW BRIDGE, DOCK AND WARF $40.07 1M 5D CARPENTERS (" A nnCAITCn C yin n-7 Crl ern http://www.lni.wa.00v/Prevail in(-,Wa,,e/jwa,es/20061/C") I7.asp 6/12/200 KING - Effective: 3/3/2006 -- Face 2 of 20 %.Hr\rLl4 1 Lr\ vi IIVI v CREOSOTED MATERIAL $40. 17 1_M 5D DRYWALL APPLICATOR $40.22 1 M 5D FLOOR FINISHER $40.20 1M 5D „ FLOOR LAYER $40.20 1M 5D FLOOR SANDER $40.20 1_M 5D MILLWRIGHT AND MACHINE $41 .07 1M 5D ERECTORS PILEDRIVERS, DRIVING, $40.27 1M 5D so PULLING, PLACING COLLARS AND WELDING as SAWFILER $40.20 1M 5D SHINGLER $40.20 1M 5D STATIONARY POWER SAW $40.20 1M 5D OPERATOR STATIONARY WOODWORKING $40.20 1M 5D TOOLS CEMENT MASONS JOURNEY LEVEL $41 . 11 1M 5D DIVERS 8t TENDERS DIVER $83. 19 1M 5D 8A DIVER i t11DER $39.51 IM 5D DREDGE WORKERS ASSISTANT ENGINEER $40.77 1T 5D 8L ASSISTANT MATE $40.28 1T 5D 8L (DECKHAND) ' BOATMEN $40.77 1T 5D 8L ENGINEER WELDER $40.82 1T 5D 8L LEVERMAN, HYDRAULIC $42.34 1T 5D 8L MAINTENANCE $40.28 1T 5D 8L AAATCC e- Ar) -7� OI http://%VW-,X.1111.wa.L«v/f'revailir��r %a��e/;wa c.s/2006iicol7.as� 6/I-'12006 1111V1J - L11G1 L1vG. J/J/LVVV -- 1 u6�, J Vl LV IVIH I LD OL OILER $40.40 1T 5D 8L DRYWALL TAPERS JOURNEY LEVEL $40.29 1 E 5P ELECTRICAL_FI_XTURE MAINTENANCE_WORKERS f JOURNEY LEVEL $18.69 1 ELECTRICIANS - INSIDE �. CABLE SPLICER $50.60 1 D 5A CABLE SPLICER (TUNNEL) $54.40 1 D 5A CERTIFIED WELDER $48.88 1D 5A CERTIFIED WELDER $52.50 1D 5A (TUNNEL) CONSTRUCTION STOCK $26.72 1D. 5A PERSON JOURNEY LEVEL $47.15 1D 5A JOURNEY LEVEL (TUNNEL) $50.60 1D 5A ELECTRICIANS - MOTOR SHOP CRAFTSMAN $15.37 2A 6C JOURNEY LEVEL $14.69 2A 6C ELECTRICIANS - POWERLINE CONSTRUCTION CABLE SPLICER $52.38 4A 5A CERTIFIED LINE WELDER $47.88 4A 5A GROUNDPERSON $34.87 4A 5A HEAD GROUNDPERSON $36.75 4A 5A �• HEAVY LINE EQUIPMENT $47.88 4A 5A OPERATOR JACKHAMMER OPERATOR $36.75 4A 5A JOURNEY LEVEL LINEPERSON $47.88 4A 5A LINE EQUIPMENT OPERATOR $40.87 4A 5A POLE SPRAYER 547.88 4A 5A ov/ 'revailirl ' wges/20061/col7.asp 6/12/200() KING - Etfective: 3/3/'2006 -- Yage 4 of 20 POWDERPERSON $36.75 4A 5A ELECTRONIC TECHNICIANS ELECTRONIC TECHNICIANS $31 .00 1 JOURNEY LEVEL ELEVATOR,CONSTRUCTORS , MECHANIC $55.22 4A 6Q MECHANIC IN CHARGE $60.60 4A 6Q FABRICATED PRECAST CONCRETE PRODUCTS ALL CLASSIFICATIONS $12.30 2K 5B FENCE ERECTORS FENCE ERECTOR $18.71 1 FENCE LABORER $12.77 1 FLAGGERS JOURNEY LEVEL $28.78 1N 5D GLAZIERS JOURNEY LEVEL $41 .15 1H 5G HEAT Et FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $43.68 is 5J HEATING EQUIPMENT MECHANICS MECHANIC $33.65 1 HOD CARRIERS Et MASON TENDERS JOURNEY LEVEL $33.94 IN 5D INDUSTRIAL ENGINE AND MACHINE MECHANICS MECHANIC $15.65 1 INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL $9.07 1 INLAND BOATMEN CAPTAIN $36.83 1K 5B http://www.Ini.wa.��ov/Prevail in�V�'��«c/jwa��fes/?U��C�I/�o ; %.asp Iri11NU - MICC LIVC. D131,L VO -- rit�'C J Ui GV rr LVVf\ )J I .L 1 1 Y\ JD DECKHAND $30.58 1K 5B ENGINEER/DECKHAND $33.25 1K 5B MATE, LAUNCH OPERATOR $34.87 1K 5B INSPECTION/CLEANING/SEALING OF SEWER 8t WATER SYSTEMS BY REMOTE CONTROL ' CLEANER OPERATOR, $9.73 1 FOAMER OPERATOR GROUT TRUCK OPERATOR $11 .48 1 HEAD OPERATOR $12.78 1 TECHNICIAN $7.63 1 TV TRUCK OPERATOR $10.53 1 INSULATI.ON APPLICATORS JOURNEY LEVEL $40.07 1.M 59 IRONWORKERS JOURNEY LEVEL $44,61 10 5A LABORERS ASPHALT RAKER $33.94 1N 5D BALLAST REGULATOR $33.46 1N 5D MACHINE BATCH WEIGHMAN $28.78 1N 5D BRUSH CUTTER $33.46 1N 5D BRUSH HOG FEEDER $33.46 1N 5D 1. BURNERS $33.46 1N 5D CARPENTER TENDER $33.46 1 N 5D CASSION WORKER $34.30 1N 5D CEMENT DUMPER/PAVING $33.94 1N 5D CEMENT FINISHER TENDER $33.46 1N 5D CHANGE-HOUSE MAN OR DRY $33.46 1N 5D SHACKMAN �� , .[ni.v, a.�Yov/F'revailin�Wa�re/jw�l�es/?Uf)C�i /co] 7.Llst) 6/12/2006 KING - hffective: .3/-3/2006 -- Yage 6 of 20 CHIPPING GUN (OVER 30 $33.94 1 N 5D LBS) ; CHIPPING GUN (UNDER 30 $33.46 1 N 5D LBS) CHOKER SETTER $33.46 1 N 5D CHUCK TENDER $33.46 1 N 5D ' CLEAN-UP LABORER $33.46 1N 5D CONCRETE DUMPER/CHUTE $33.94 1 N 5D OPERATOR CONCRETE FORM STRIPPER $33.46 1 N 5D CONCRETE SAW OPERATOR $33.94 1 N 5D CRUSHER FEEDER $28.78 1N 5D CURING LABORER $33.46 1N 5D DEMOLITION, WRECKING 8t $33.46 1N 5D MOVING (INCLUDING CHARRED MATERIALS) DITCH DIGGER $33.46 1N 5D DIVER $34.30 1N 5D w� DRILL OPERATOR $33.94 1 N 5D (HYDRAULIC, DIAMOND) DRILL OPERATOR, AIRTRAC $34.30 1N 5D DUMPMAN $33.46 1N 5D EPDXY TECHNICIAN $33.46 1N 5D EROSION CONTROL WORKER $33.46 1N 5D FALLER/BUCKER, CHAIN SAW $33.94 1N 5D FINAL DETAIL CLEANUP (i.e., $26.46 1N 5D dusting, vacuuming, window cleaning; NOT construction debris cleanup) FINE GRADERS $33.46 1N 5D FIRE WATCH 528.78 1 r�4 5D ft http://www.1111.wa.gov/Prevailing(,\%aL)e/jwaues/20061 /co17.asp 6/12/2006 K1NU - Ettective: N.512vUO -- rage i of zu FORM SETTER $33.46 1 N 5D GABION BASKET BUILDER $33.46 1 N 5D GENERAL LABORER $33.46 1 N 5D GRADE CHECKER Et TRANSIT $33.94 1N 5D PERSON GRINDERS $33.46 1 N 5D • GROUT MACHINE TENDER $33.46 1 N 5D GUARDRAIL ERECTOR $33.46 1 N 5D HAZARDOUS WASTE WORKER $34.30 1 N 5D LEVEL A �. HAZARDOUS WASTE WORKER $33.94 1 N 5D LEVEL B HAZARDOUS WASTE WORKER $33.46 1 N 5D LEVEL C HIGH SCALER $34.30 1N 5D HOD CARRIER/MORTARMAN $33.94 1N 5D JACKHAMMER $33.94 1 N 5D LASER BEAM OPERATOR $33.94 1N 5D MANHOLE BUILDER-MUDMAN $33.94 1N 5D MATERIAL YARDMAN $33.46 1N 5D MINER $34.30 1N 5D NOZZLEMAN, CONCRETE $33.94 1N 5D PUMP, GREEN CUTTER WHEN USING HIGH PRESSURE AIR Et WATER ON CONCRETE Et ROCK, SANDBLAST, GUNITE, SHOTCRETE, WATER BLASTER PAVEMENT BREAKER $33.94 1N 5D PILOT CAR $28.78 1N 5D PIPE POT TENDER 533.94 1N 5D littp://w,NA,.lni.wa.gov/PrevailingWa(,e/}wages/20()61/col7.asp 6/12/20O6 tkw K1NU - Ettective: J/J/ZUUb -- Yage 6 of LU PIPE RELINER (NOT INSERT $33.94 1N 5D TYPE) " PIPELAYER Et CAULKER $33.94 1 N 5D PIPELAYER Et CAULKER $34.30 1 N 5D (LEAD) PIPEWRAPPER $33.94 1N 5D POT TENDER $33.46 1 N 5D POWDERMAN $34.30 1-N 5D POWDERMAN HELPER $33.46 1-N 5D POWERJACKS $33.94 1N 5D RAILROAD SPIKE PULLER $33.94 1N 5D (POWER) RE-TIMBERMAN $34.30 1N 5D RIPRAP MAN $33.46 1N 5D RODDER $33.94 1N 5D SCAFFOLD ERECTOR $33.46 1 N 5D SCALE PERSON $33.46 1N, 5D SIGNALMAN $33.46 1N 5D SLOPER (OVER 20") $33.94 IN 5D SLOPER SPRAYMAN $33.46 1-N 5D SPREADER (CLARY POWER $33.94 1 N 59 OR SIMILAR TYPES) SPREADER (CONCRETE) $33.94 1 N 5D STAKE HOPPER $33.46 1-N 5D STOCKPILER $33.46 1 N 5D TAMPER Et SIMILAR $33.94 1 N 5D ELECTRIC, AIR & GAS TAMPER (MULTIPLE Et SELF $33.94 1N 5D PROPELLED) TOOLROOM MAN (AT JOB 533.46 1N 5D llttp://wwv, lni.wa.Gov/Pl-evallin�-,\;\/`aL,c/jwages/0061/co17.asp 6/12/2000 &IIN l - r-IIeCIIVC: 31J1L.VV0 U1 L,V .r SITE) TOPPER-TAILER $33.46 1 N 5D TRACK LABORER $33.46 1 N 5D TRACK LINER (POWER) $33.94 1 N 5D TRUCK SPOTTER $33.46 1-N 5D TUGGER OPERATOR $33.94 1 N 5D VIBRATING SCREED (AIR, $33.46 1 N 5D GAS, OR ELECTRIC) , ► VIBRATOR $33.94 1 N 5D VINYL SEAMER $33.46 1 N 5D fw WELDER $33.46 1 N 5D WELL-POINT LABORER $33.94 1 N 5D LABORERS - UNDERGROUND SEWER £t WATER ew GENERAL LABORER $33.46 1N 5D PIPE LAYER $33.94 1 N 5D im LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN $11 .07 1 SPRINKLER INSTALLERS LANDSCAPE EQUIPMENT $10.63 1 OPERATORS OR TRUCK DRIVERS m LANDSCAPING OR PLANTING $8.42 1 LABORERS LATHERS JOURNEY LEVEL $40.22 1M 5D METAL FABRICATION (IN SHOP) FITTER $15.86 1 LABORER $9.78 1 MACHINE OPERATOR $13.04 1 PAINTER 511 .10 1 http://ww",.Ini.wa.gov/PrevalIIngWage/jwa,2es/2O06I/co17.asp 6/12/2006 .. KING - Effective: 3/3/2006 -- Page lU of 20 WELDER $15.48 1 MODULAR BUILDINGS CABINET ASSEMBLY $11 .56 1 ELECTRICIAN $11 .56 1 EQUIPMENT MAINTENANCE $11 .56 1 PLUMBER $11 .56 1 PRODUCTION WORKER $9.26 1 TOOL MAINTENANCE $11 .56 1 UTILITY PERSON $11 .56 1 WELDER $11 .56 1 PAINTERS JOURNEY LEVEL $32.63 2B 5A ' PLASTERERS ,rr JOURNEY LEVEL $40.58 1R 5A PLAYGROUND Et PARK EQUIPMENT INSTALLERS JOURNEY LEVEL $8.42 1 PLUMBERS Et PIPEFITTERS JOURNEY LEVEL $53.39 1G 5A POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $38.42 i T 5D 8L BACKHOE, EXCAVATOR, $41 .12 1T 5D 8L SHOVEL (3 YD Et UNDER) BACKHOE, EXCAVATOR, $41 .59 1T 5D 8L SHOVEL (OVER 3 YD Et w� UNDER 6 YD) BACKHOE, EXCAVATOR, $42.13 1T 5D 8L w SHOVEL (6 YD AND OVER WITH ATTACHMENTS) BACKHOES, (75 HP Et UNDER) $40.71 1T 5D 8L D Ar'VLI(lCC /ll\/Cn -7C Lin\ C' A-1 1 7 17- Cfl 01 i�ttp://ww �� .Iri.wa.gov/ 'revailingWa �/jwages/20061/col7.asp 6/12/2006 DUINU - MICCUVC. 21J 1LVV0 -- rQ�G 11 V1 L.V am D/A _NF UE-D, kV V Gfx / J Firl ,7`t I . I L I I Ju 0 BARRIER MACHINE (ZIPPER) $41 . 12 1T 5D 8L BATCH PLANT OPERATOR, $41 .12 1T 5D 8L CONCRETE BELT LOADERS (ELEVATING $40.71 1T 5D 8L TYPE ) f BOBCAT (SKID STEER) $38.42 1T 5D 8L ,. BROOMS $38.42 1T 5D 8-L BUMP CUTTER $41 .12 1T 5D 8L CABLEWAYS $41 .59 1T 5D 8L CHIPPER $41 .12 1T 5D 8L COMPRESSORS $38.42 1T 5D 8L , CONCRETE FINISH MACHINE - $38.42 1T 5D 8L LASER SCREED .. CONCRETE PUMPS $40.71 1T 5D 8L CONCRETE PUMP-TRUCK $41 .12 1T 5D 8L MOUNT WITH BOOM ATTACHMENT rr CONVEYORS $40.71 1T 5D 8L CRANES, THRU 19 TONS, $40.71 1T 5D 8L WITH ATT�HMENTS CRANES, 20 - 44 TONS, WITH $41 .12 1T 5D 8L ATTACHMENTS CRANES, 45 TONS - 99 TONS, $41 .59 1T 5D 8L UNDER 150 FT OF BOOM (INCLUDING JIB WITH .. ATACHMENTS) CRANES, 100 TONS - 199 $42. 13 1T 5D 8L TONS, OR 150 FT OF BOOM (INCLUDING JIB WITH ATTACHMENTS) CRANES, 200 TONS TO 300 $42.68 1 T 5D 8L T/lKIC r%fl ')Cn CT (1C D(l(1AA +f11I littP://www.lnl.wa.(,ov/f'i-evallinc) a�(e/jwaLres/20061/co I7.asp 6/12/2006 KING - Effective: 3/3/2006 -- Yage 12 of 20 1 UI`IJ, UM LJU r I UF DUUM (INCLUDING JIB WITH ATTACHMENTS) CRANES, A-FRAME, 10 TON $38.42 17 5D 8L AND UNDER ' CRANES, A-FRAME, OVER 10 $40.71 1T 5D 8L TON CRANES, OVER 300 TONS, OR $43.22 1T 5D 8L 300' OF BOOM INCLUDING JIB WITH ATTACHMENTS CRANES, OVERHEAD, BRIDGE $41.12 1T 5D 8L TYPE ( 20 - 44 TONS) CRANES, OVERHEAD, BRIDGE $41 .59 1T 5D 8L TYPE ( 45 - 99 TONS) CRANES, OVERHEAD, BRIDGE $42.13 1T 5D 8L TYPE (100 TONS Et OVER) CRANES, TOWER CRANE UP $42.13 1T 5D 8L TO 175' IN HEIGHT, BASE TO BOOM CRANES, TOWER CRANE $42.68 1T 5D 8L OVER 175' IN HEIGHT, BASE TO BOOM CRUSHERS $41 .12 1T 5D 8L DECK ENGINEER/DECK $41 .12 iT 5D 8L WINCHES (POWER) DERRICK, BUILDING $41 .59 1T 5D 8L „ DOZERS, D-9 8t UNDER $40.71 1T 5D 8L DRILL OILERS - AUGER TYPE, $40.71 1T 5D 8L TRUCK OR CRANE MOUNT DRILLING MACHINE $41 . 12 1T 5D 8L ELEVATOR AND MANLIFT, $38.42 1T 5D 8L PERMANENT AND SHAFT- TYPE http:l/ww� .In1 .wa.L,ov/prevaiiinLWagehwages/20061/co17.asp 6/12/2006 IN-11NU - r-11eCL1VC. J/JILWO -- ra�c 1J U1 GU arr EQUIPMENT SERVICE $40.71 1T 5D 8L ENGINEER (OILER) FINISHING $41 .12 1T 5D 8L MACHINE/BIDWELL GAMACO AND SIMILAR EQUIP FORK LIFTS, (3000 LB5 AND -$40.71 IT 5D 81- OVER) FORK LIFTS, (UNDER 3000 $38.42 1T 5D 8L LBS) ow GRADE ENGINEER $40.71 1T 5D 8L GRADECHECKER AND $38.42 1T 5D 8L STAKEMAN GUARDRAIL PUNCH $41 .12 1T . 5D 8L HOISTS, OUTSIDE $40.71 1T 5D 8L (ELEVATORS AND MANLIFTS), AIR TUGGERS HORIZONTAL/DIRECTIONAL $40.71 1T 5D 8L DRILL LOCATOR HORIZONTAL/DIRECTIONAL $41 .12 1T 5D 8L DRILL OPERATOR HYDRALIFTS/BOOM TRUCKS $38.42 1T 5D 8L of (10 TON E: UNDER) HYDRALIFTS/BOOM TRUCKS $40.71 IT 5D 8(_ .o (OVER 10 TON) LOADERS, OVERHEAD (6 YD $41 .59 1T 5D 8L "" UPTO8YD) LOADERS, OVERHEAD (8 YD $42.13 1T 5D 8L Et OVER) LOADERS, OVERHEAD $41 .12 1T 5D 8L (UNDER 6 YD), PLANT FEED LOCOMOTIVES, ALL $41 .12 1T 5D 8L MECHANICS, ALL $41 .59 1T 5D 8L AA IVCf')C A C-nLJ A I T n A LIT A4 -1 'l 1T Cfl OI llttp://wW'�V.IIII.wa.(1ov/Prevaili«(Wa�ge/jwaLcs/?0061/coI7.asp -) - 2/2000 KING - Effective: 3/3/2006 -- Page 14 of 20 1V1IALMJ, HJr-FIAL I I'LHIV I ;)`t I . I L i I JU 0 MOTOR PATROL GRADER $41 .12 1T 5D 8L rw (FINISHING) MOTOR PATROL GRADER $40.71 1T 5D 8L (NON-FINISHING) MUCKING MACHINE, MOLE, $41 .59 1T 5D 8L TUNNEL DRILL AND/OR SHIELD OIL DISTRIBUTORS, BLOWER $38.42 1T 5D 8L DISTRIBUTION AND MULCH SEEDING OPERATOR PAVEMENT BREAKER $38.42 1T 5D 8L PILEDRIVER (OTHER THAN $41 .12 1T 5D 8L CRANE MOUNT) PLANT OILER (ASPHALT, $40.71 1T 5D 8L CRUSHER) ,r POSTHOLE DIGGER, $38.42 1T 5D 8L MECHANICAL ► POWER PLANT $38.42 1T 5D 8L PUMPS, WATER $38.42 1T 5D 8L QUAD 9, D-10, AND HD-41 $41 .59 1T 5D 8L .r REMOTE CONTROL $41 .59 1T 5D 8L OPERATOR ON RUBBER TIRED EARTH MOVING EQUIP RIGGER AND BELLMAN $38.42 1T 5D 8L ROLLAGON $41 .59 1T 5D 8L ROLLER, OTHER THAN PLANT $38.42 1T 5D 8L �w ROAD MIX ROLLERS, PLANTMIX OR $40.71 1T 5D 8L + ► MULTILIFT MATERIALS ROTO-MILL, ROTO-GRINDER $41 . 12 1T 5D 8L SAWS, CONCRETE $40.71 1T 5D 8L http://www.1111.wa.�ov/PrevalIIn r\N/ac,e/'wages/20061/co17.asp 6/12/2006 1LllV(li - Effective'. -N.NILU O -- rage 1J oI GU up SCRAPERS - SELF $41 .12 1T 5D 8L PROPELLED, HARD TAIL END DUMP, ARTICULATING OFF- ROAD EQUIPMENT ( UNDER 45 YD) SCRAPERS - SELF $41 .59 1T 5D 8L PROPELLED, HARD TAIL END' DUMP, ARTICULATING OFF- ROAD EQUIPMENT (45 YD AND OVER) • SCRAPERS, CONCRETE AND $40.71 1T 5D 8L CARRY ALL ow SCREED MAN $41 .12 1T 5D 8L SHOTCRETE GUNITE $38.42 1T 5D 8L o. SLIPFORM PAVERS $41 .59 1T 5D 8L SPREADER, TOPSIDE $41 .12 1T 5D 8L OPERATOR - BLAW KNOX SUBGRADE TRIMMER $41 .12 1T 5D 8L TOWER BUCKET ELEVATORS $40.71 1T 5D 8L o» TRACTORS, (75 HP Et $40.71 1T 5D 8L UNDER ) TRACTORS, (OVER 75 HP) $41 .12 1T 5D 8_L TRANSFER MATERIAL $41 .12 1T 5D 81 SERVICE MACHINE TRANSPORTERS, ALL TRACK $41 .59 1T 5D 8L OR TRUCK TYPE TRENCHING MACHINES $40.71 1T 5D 8L TRUCK CRANE OILER/DRIVER $40.71 1T 5D 8L ( UNDER 100 TON) TRUCK CRANE OILER/DRIVER $41 . 12 iT 5G 8L (100 TON Et OVER) TRUCK MOUNT PORTABLE $41 . 12 T 5D 81- CONVEYER htth://v�,��w.lni.wa. ov/Prevailing`JJa«e%jwa�re�/?t)f)(rl/c��l l.asr� 6/� 'i?O�)C� KING - Effective: 3/3/2006 -- Yage 16 of 20 WHEEL TRACTORS, FARMALL $38.42 1T 5D 8L TYPE YO YO PAY DOZER $41 .12 1T 5D 8L POWER EQUIPMENT OPERATORS- UNDERGROUND SEWER Et WATER (SEE POWER EQUIPMENT $0.00 OPERATORS) POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE $34.75 4A 5A w SPRAY PERSON 1 $33.00 4A 5A TREE EQUIPMENT OPERATOR $33.43 4A 5A TREE TRIMMER $31 .10 4A 5A — ar► TREE TRIMMER $23.43 4A 5A GROUNDPERSON w REFRIGERATION Et AIR CONDITIONING MECHANICS MECHANIC $51 .01 1G 5A - RESIDENTIAL BRICK Et MARBLE MASONS JOURNEY LEVEL $27.05 1 RESIDENTIAL CARPENTERS JOURNEY LEVEL $23.47 1 RESIDENT 1AL CEMENT MASONS JOURNEY LEVEL $22.64 1 RESIDENTIAL DRYWALL TAPERS JOURNEY LEVEL $40.29 1E 5P �w RESIDENTIAL ELECTRICIANS JOURNEY LEVEL $26.24 1 „ RESIDENTIAL GLAZIERS JOURNEY LEVEL $27.89 1H 5G RESIDENTIAL INSULATION APPLICATORS http://ww,-.Ini.wa.o0v/1'revalhm Waae/jwges/20061 /coI7.asp 6/12/2006 4w MINU - r-IIective: 313I.LWO -- Ol GV JOURNEY LEVEL $17.60 1 RESIDENTIAL LABORERS JOURNEY LEVEL $18.12 1 RESIDENTIAL PAINTERS JOURNEY LEVEL $18.36 1 RESIDENTIAL PLUMBERS Et PIPEFITTERS JOURNEY LEVEL $22.95 1 RESIDENTIAL REFRIGERATION Et AIR CONDITIONING MECHANICS •r JOURNEY LEVEL $51 .01 1G 5A RESIDENTIAL SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR $19.48 1 SHOP) RESIDENTIAL SOFT FLOOR LAYERS JOURNEY LEVEL $33.04 1B 5A RESIDENTIAL SPRINKLER FITTERS (FIRE PROTECTION) JOURNEY LEVEL $28.26 1B 5C RESIDENTIAL TERRAllO/TILE FINISHERS o` JOURNEY LEVEL $26.30 1 RESIDENTIAL TERRAZZO/TILE_SETTERS JOURNEY LEVEL $38.43 113 5A r ROOFERS JOURNEY LEVEL $34.53 1 R 5A USING IRRITABLE $37.53 1R 5A BITUMINOUS MATERIALS SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR $48.22 1E 6L SHOP) SIGN MAKERS Et INSTALLERS (ELECTRICAL) SIGN INSTALLER $23.36 1 Cl/-kI AAAVCn CAL o arr http://vwv✓.Ini.wa.�r��v/L'le: ailit��r �a��e/jwa«esl '�)€i(� �% c� l7.as}� C�/12 21 6 KING - Effective: 3/3/2006 -- Page 18 of 20 AN JIVIV IVANEM 10.0`f I SIGN MAKERS Et I-NSTALLERS (NON-ELECTRICAL) SIGN INSTALLER $17.31 1 SIGN MAKER $15.61 1 SOFT FLOOR LAYERS JOURNEY LEVEL $33.04- 1_B 5A SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $12.44 1 5S SPRINKLER FITTERS (FIRE PROTECTION JOURNEY LEVEL $51 .09 1H 5C STAGE RIGGING MECHANICS-(NON STRUCTURAL) 'r' JOURNEY LEVEL $13.23 1 SURVEYORS CHAIN PERSON $9.35 1 INSTRUMENT PERSON $11 .40 1 PARTY CHIEF $13.40 1 "" TELECOMMUNICATION TECHNICIANS TELECOMMUNICATION $22.76 1 TECHNICIANS JOURNEY LEVEL TELEPHONE LINE CONSTRUCTION - OUTSIDE CABLE SPLICER $28.92 2B 5A HOLE DIGGER/GROUND $16.22 2B. 5A PERSON INSTALLER (REPAIRER) $27.74 2B 5A JOURNEY LEVEL TELEPHONE $26.90 2B 5A LINEPERSON SPECIAL APPARATUS $28.92 2B 5A INSTALLER I " SPECIAL APPARATUS $28.34 2B 5A ikIc-rni I cn ii rr htt :/!ww� 1ni.v� a.��ov/F'tevailin<�Wa��e/jwa��es/20061/col7.asp C�/12/2UUEi miNu - httective: -)/3/LUUo -- rage 1v of 1.0 IIND 1 /-HLLGfR I I TELEPHONE EQUIPMENT $28.92 2B 5A OPERATOR (HEAVY) TELEPHONE EQUIPMENT $26.90 2B 5A OPERATOR (LIGHT) TELEVISION GROUND PERSON c$15.39 28 5A TELEVISION $20.45 2B 5A LINEPERSON/INSTALLER TELEVISION SYSTEM $24.32 2B 5A TECHNICIAN TELEVISION TECHNICIAN $21 .88 2B 5A TREE TRIMMER $26.90 2B 5A TERRAZZO WORKERS Et TILE SETTERS JOURNEY LEVEL $38.43 1B 5A TILE MARBLE Et TERRAZZO FINISHERS - - _ FINISHER $32.26 1B 5A TRAFFIC CONTROL STRIPERS JOURNEY LEVEL $33.40 1 K 5A A. TRUCK DRIVERS ASPHALT MIX ( TO 16 YARDS) $37.94 1T 5D 8L ASPHALT MIX (OVER 16 $38.52 1 T 5D 8L �u YARDS) DUMP TRUCK $37.94 1T 5D 8L • DUMP TRUCK Et TRAILER $38.52 1T 5D 8L OTHER TRUCKS $38.52 1T 5D 8L TRANSIT MIXER $23.45 1 ow WELL DRILLERS Et IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER $17.71 1 ». OILER $12.97 1 WELL DRILLER $17.68 1 1ittP://www.Ini.wa.gov/I'revaliInL,W a-c/jwa<(csl-1000 17.asr, /i2/?U(If iow KING - Effective: 3/3/2006 -- Page 20 of 20 {;bout LEH Find a job at L ctl lnformaci6n en espanol Site ,rr c eedback 1-800-547-8367 �4b Vi 'Vashlington State Dept of oaf>nr and industries. usu ` tm u-ect to the laws the state of Washington. c,ess Agreement 1 Pr-vacv and security statement { Inten.J (' i.ise,external corntent Staff only link http://wwv� .lni.wa.gov/Prevailil� Vda�re/jwa��es/2UU61/c� 17.asp 6/12/2000 1L11V U L01111Ly - L- API C11L1CC5 - M1CUL1 V C. J/J/L I/UU -- r c19C 1 01 10 arw «� m : _. T I opic index C ontaet Info Home safety Claims I} Insurance Workplace Rights Trades €t Licensing Find a Law(RCW)or Rule_(WAQ Get a Form or Publication 40 KING County - Apprentices - Effective: 3/3/2006 Prevai ling "Wage' Rates for�,Public Works Contracts Select an Effective 3/3/06 t Date want to look up Journeyman wages '-* Apprentice wages «- I want to search by County by Trade Please select a lKing county Click to submit > Apprentice Wages by County +rr Any apprentice not registered with the Washington State Apprenticeship and Training Council must be paid prevailing journey me level wages. To verify apprentice registration, call (360) 902-5324. KING County -- Apprentices -- 3/3/2006 -- Benefit Code Key Stage of Progression Et Hour Prevailing Overtime Holiday Note Range Wage Code Code Code ASBESTOS ABATEMENT WORKERS ENVIRONMENTAL CONTROL PAINTERS 1 : 0 - 1000 Hours - 50.00% $17.98 1N 5D 2: 1001 - 2000 Hours - $20.54 1N 5D 60.00% 3: 2001 - 3000 Hours - $26.40 1N 5D 75.00% 4: 3001 - 4000 Hours - $30.63 1 N 5D 90.00% LABORERS http-/Av ,�v, lni.wa.00v/ 'revaiiii� ` col%.ash 0/ 1 ?/�E)OE� KING County - Apprentices - Effective: 3/3/2006 -- Page 2 of 18 ,I : u - iuuu riours - ou.UU% /-.5./-,4 I N U 2: 1001 - 2000 Hours - $25.79 1 N 5D 70.00% 3: 2001 - 3000 Hours - $28.35 1 N 5D 80.00% 4: 3001 - 4000 Hours - $30.90 1 N 51) 90.00% BOILERMAKERS 1 : 0 - 1000 Hours - 70.00% $23.32 1 2: 1001 - 2000 Hours - $24.99 1 75.00% 3: 2001 - 3000 Hours - $26.66 1 80.00% 4: 3001 - 4000 Hours - $28.32 1 85.00% 5: 4001 - 5000 Hours $29.99 1 90.00% r 6: 5001 - 6000 Hours - $31 .65 1 95.00% BRICK AND MARBLE MASONS 1 : 0 - 750 Hours - 50.00% $24.72 1M 5A 2: 751 - 2250 Hours - 55.00% $26.23 1M 5A 3: 2251 - 3000 Hours - $27.74 1M 5A 60.00% 4: 3001 - 3750 Hours - $30.76 1M 5A ` 70.00% 5: 3751 - 4500 Hours - $33.78 1M 5A 80.00% 6: 4501 - 5250 Hours - $35.60 1M 5A 90.00% wr 7: 5251 - 6000 Hours - $38.31 1 M 5A 95.00% http:/iwv, v .Ir�i. a. �c>v/Prevailin� 'a��c/C�ppwares/20061/col7.as� 6/ 12/2006 miNu l-oumy - L-' ppleI1L1CeS - n11CCL1VC: X.NZ VO -- f-duc J Ui 16 ID mw CARPENTERS lw ACOUSTICAL WORKER 1 : 0 - 1000 Hours - 50.00% $21 .58 1M 5D 2: 1001 - 2000 Hours - $28.41 1 M 5D 60.00% 3: 2001 - 3000 Hours - $30.77 1M 5D 68.00% 4: 3001 - 4000 Hours - $33.14 1M 5D 76.00% 5: 4001 - 5000 Hours - $35.50 1M 5D 84.00% 6: 5001 - 6000 Hours - $37.87 1M 5D 92.00% BRIDGE, DOCK AND WARF CARPENTERS .. 1 : 1st Period - 60.00% $24.44 1M 5D 2: 2nd> Period - 65.00% $29.78 1M 5D 3:V 3rd Period - 70.00% $31 .25 1M 5D 4: 4th Period - 75.00% $32.72 1M 5D 'w 5: 5th Period - 80.00% $34.19 1M 5D 6: 6th Period - 85.00% $35.66 1M 5D 7: 7th Period - 90.00% $37.13 1M 5D • 8: 8th Period - 95.00% $38.60 1M 5D CARPENTER 1 : 1st Period - 60.00% $24.44 1M 5D 2: 2nd> Period - 65.00% $29.78 1M 5D 3: 3rd Period - 70.00% $31 .25 1M 5D 4: 4th Period - 75.00% $32.72 1M 5D 5: 5th Period - 80.00% $34. 19 IM 5D 6: 6th Period -85.00% $35.66 1M 5D 7: 7th Period - 90.00% $37. 13 1M 5D low http://www�.ini.w�r.< �v/E�� vailin<r��i«e/App��<<<�esl?O(1f�I/col7.asP 6/ 12/2000 KING County - Apprentices - Effective: 3/3/2006 -- Page 4 of 18 8: 8th Period - 95.00% $38.60 1M 5D sir DRYWALL APPLICATOR DRYWALL, METAL STUD, AND CEILING APPLICATORS 1 : 0 - 700 Hours - 50.00% $21 .58 1M 5D 2: 701 - 1400 Hours - 60.00% $28.40 . 1M 5D .r 3: 1401 - 2100 Hours - $30.76 1 M 5D 68.00% 4: 2101 - 2800 Hours - $33.13 1 M 5D 76.00% 5: 2801 - 3500 Hours - $35.49 1-M 59 84.00% 6: 3501 - 4200 Hours - $37.86 1M 5D 92.00% MILLWRIGHT AND MACHINE ERECTORS 1 : 1st Period - 60.00% $25.04 1M 5D 2: 2nd> Period - 65.00% $30.43 1M 5D 3: 3rd Period - 70.00% $31 .95 1M 5D 4: 4th Period - 75.00% $33.47 1M 5D 5: 5th Period - 80.00% $34.99 1M 5D 6: 6th Period - 85.00% $36.51 1 M 5D / /}i 1 M. � Lil Per1od _ 9n.00/o $38.73 5D 8: 8th Period - 95.00% $39.55 1 M 5D PILEDRIVERS, DRIVING, PULLING, PLACING COLLARS AND WELDING 1 : 1st Period - 60.00% $24.56 1M 5D 2: 2nd> Period - 65.00% $29.91 1M 5D 3: 3rd Period - 70.00% $31 .39 1M 5D 4: 4th Period - 75.00% $32.87 1M 5D 5: 5th Period - 80.00% $34.35 1M 5D f,- 6th PPrind - RS-n(1%, n to htti�://ww� .Ini.w�L.�ov/1're.vailin�rWa�e/Appwa��es/?0061/coL7.asp 0/12/2006, ■r x11NU Uounty - Apprentices - httectnve: -)isiLUUb -- rage or 16 7: 7th Period - 90.00% $37.31 1 M 5D 8: 8th Period - 95.00% $38.79 1M 5D CEMENT MASONS 1 : 0 - 1000 Hours - 50.00% $26.32 1M 5D 2: 1001 - 2000, Hours - $29.27 1M 5D 60.00% 3: 2001 - 3000 Hours - $32.23 1M 5D 70.00% 4: 3001 - 4000 Hours - $35. 19 1M 5D 80.00% 5: 4001 - 5000 Hours - $38. 15 1M 5D 90.00% 6: 5001 - 6000 Hours - $39.63 1M 5D 95.00% DRYWALL TAPERS 1 : 0 - 1000 Hours - 50.00% $26.26 1E 5P .. 2: 1001 - 2000 Hours - $27.66 1E 5P 55.00% 3: 2001 - 3000 Hours - $30.47 1E 5P .w 65.00% 4: 3001 - 4000 Hours - $33.28 1 E 5P 75.00% 5: 4001 - 5 000 Hours - $36.08 1 E 5P 85.00% 6: 5001 - 6000 Hours - $37.48 1 E 5P 90.00% ELECTRICIANS - INSIDE 1 : 0 - 1000 Hours - 40.00% $20.64 s D 5A 2: 1001 - 2000 Hours - $24.09 1 D 5A 50.00% 3: 2001 - 3500 Hours - $29.01 1 D 5A, htt�://�� .lt�i.w«.<r«v/�'re� ailin7V��age/Appwa�es/?OO��Ilcol7.ash 6/l ?/2UUF� .. KING County - Apprentices - Effective: 3/3/2006 -- Page 6 of 18 g► 55.00% 4: 3501 - 5000 Hours - $33.04 1 D 5A 10 65.00% 5: 5001 - 6500 Hours - $37.07 1 D 5A 75.00% 6: 6501 - 8000 Hours - $41 .10 ID 5A 85.00% ELECTRICIANS - POWERLINE CONSTRUCTION JOURNEY LEVEL LINEPERSON �r 1 : 0 - 1000 Hours - 60.00% $31 .12 4A 5A 2: 1001 - 2000 Hours - $32.23 4A 5A , 63.00% 3: 2001 - 3000 Hours - $33.75 4A 5A +�r 67.00% 4: 3001 - 4000 Hours - $35.62 4A 5A 72.00% 5: 4001 - 5000 Hours - $37.88 4A 5A ► 78.00% 6: 5001 - 6000 Hours - $40.87 4A 5A ' 86.00% 7: 6001 - 7000 Hours - $42.38 4A 5A 90.00% POLE SPRAYER 1 : 0 - 1000 Hours - 85.70% $40.76 4A 5A 2: 1001 - 2000 Hours - $42.29 4A 5A 89.80% 3: 2001 - 3000 Hours - $43.43 4A 5A 92.80% ELECTRONIC TECHNICIANS ELECTRONIC TECHNICIANS JOURNEY LEVEL 1 : 0 - 1000 Hours - 55.00% $17.05 1 http:/lwww.ini.w a.�-'ov/prevailin(,Wa(,e/Appwa�(es/2()O61/coI7.asp 6/12/2()0 K1NU County - Apprentices - Ettective: JIJ12,UUb -- rake of 18 vw L: 1UU'I - zuuu Hours - -16.bU 1 60.00% sm 3: 2001 - 3000 Hours - $20.15 1 65.00% .n 4: 3001 - 4000 Hours - $21 .70 1 70,00% , 5: 4001 - 5000 Hours - $23.25 1 75.00% 6: 5001 - 6000 Hours - $24.80 1 vw 80.00% 7: 6001 - 7000 Hours - $26.35 1 qw 85.00% 8: 7001 - 8000 Hours - $29.45 1 95.00% ELEVATOR CONSTRUCTORS aw MECHANIC 1 : 1st Period - 50.00% $19.42 4A 6Q 2: 2nd> Period - 55.00% $34.76 4A 6Q 3: 3rd Period - 65.00% $38.87 4A 6Q 4: 4th Period - 70.00% $40.93 4A 6Q •• 5: 5th Period - 80.00% $45.05 4A 6Q GLAZIERS 1 : 0 - 1000 Hours - 45.00% $21 .21 1H 5G 2: 1001 - 2000 Hours - $23.03 1H 5G 50.00% 3: 2001 - 3000 Hours - $24.84 1H 5G 55.00% 4: 3001 - 4000 Hours - $26.65 1H 5G 60.00% 5: 4001 - 5000 Hours - $28.46 1H 5G 65.00% F, �nn1 - i�nnn Hni ir-, - ��n ?R 1H 1i vw i�tth:!/v, ww.Ini.wa.<rov/Prevailin<.��'acre/C�ppwa�es/?UO61/cc�l7.as�� (�/I ?/?fIUC� .. KING County - Apprentices - Effective: 3/3/2006 -- Page 8 of 18 �r 70.00% 7: 6001 - 7000 Hours - $33.90 1H 5G 80.00% 8: 7001 - 8000 Hours - $37.53 1 H 5G 90.00% HEAT Et FROST INSULATORS AND ASBESTOS WORKERS MECHANIC 1 : 0 - 1000 Hours - 40.00% $23.98 1_S 5) 2: 1001 - 2000 Hours - $25.62 is 5J + ► 45.00% 3: 2001 - 3000 Hours - $27.27 is 5J 50.00% 4: 3001 - 4000 Hours - $28.91 is 5) 55.00% 5: 4001 - 6000 Hours - $32.19 is 5J 65.00% 6: 6001 - 8000 Hours - $35.47 15 5-1 75.00% .w 7: 8001 - 10000 Hours - $38.76 is 5J 85.00% HOD CARRIERS Et MASON TENDERS 1 . 0 - 1000 Hours s 60.00°0 $23.24 I N 5D -- --- 2: 1001 - 2000 Hours - $25.79 1 N 59 70.00% 3: 2001 - 3000 Hours - $28.35 1N 5D 80.00% wr 4: 3001 - 4000 Hours - $30.90 1N 5D 90.00% INSULATION APPLICATORS 1 : 0 - 1000 Hours - 50.00% $21 .50 IM 5D " 2: 1001 - 2000 Hours - $28.31 1 M 5D httn Ini.wa.gov/PrevailingWage/Appwages/20061/col7.asp 6/12/2006 +Mr mivu County - tiPPrenuces - MnecLive: i of 16 r. bu.UU% 3: 2001 - 3000 Hours - $32.72 1M 5D O. ---- 75.00% 4: 3001 - 4000 Hours - $37. 13 1M 5D 90.00% ' IRONWORKERS 1 : 1st Period - 65.00% $26.86 10 5A �► 2: 2nd> Period - 70.00% $28.39 10 5A 3: 3rd Period - 75.00% $36.93 10 5A 4: 4th Period - 80.00% $38.47 10 5A 5: 5th Period - 90.00% $41 .54 10 5A 6: 6th Period - 90.00% $41 .54 10 5A •• 7: 7th Period - 95.00% $43.07 10 5A 8: 8th Period - 95.00% $43.07 10 5A ow LABORERS - ww 1 :, 0 - 1000 Hours - 60.00% $23.24 1N 5D 2: 1001 - 2000 Hours - $25.79 1N 5D 70.00% 3: 2001 - 3000 Hours - $28.35 1N 5D 80.00% 4: 3001 - 4000 Hours - $30.90 1N 5D 90.00% LABORERS - UNDERGROUND SEWER Et WATER 1 : 0 - 1000 Hours - 60.00% $23.24 1N 5D 2: 1001 - 2000 Hours - $25.79 1N 5D 70.00% 3: 2001 - 3000 Hours - $28.35 1N 5D "" 80.00% 4: 3001 - 4000 Hours - $30.90 1N 5D No 90.00% LATHERS Vw http://www.l ni.wa.gov/Prevai1inL,\V a<re/%, lico17.asp 6/12/2()(k) KING County - Apprentices - Effective: 3/3/2006 -- Page 10 of 18 1 : 0 - 700 Hours - 50.00% $21 .58 1M 5D 2: 701 - 1400 Hours - 60.00% $28.40 1M 5D 3: 1401 - 2100 Hours - $30.76 1M 5D 68.00% 4: 2101 - 2800 Hours - $33.13 1M 5D 76.00% 5: 2801 - 3500 Hours - $35.49 1M 5D 84.00% 6: 3501 - 4200 Hours - $37.86 1M 5D 92.00% PAINTERS 1 : 1st Period - 52.00% $19.06 2B 5A 2: 2nd> Period - 56.00% $20.09 2B 5A 3: 3rd Period - 60.009/6. $21 .11 2B 5A 4: 4th Period - 64.00% $22.95 2B 5A 5: 5th Period - 68.00% $24.03 2B 5A 6: 6th Period - 72.00% $25.10 2B 5A PLASTERERS 1 : 0 - 500 Hours - 40.00% $19.07 1R 5A 2: 501 - 1000 Hours - 45.00% $20.40 1R 5A 2 1 - 1 n N/�, ,rc - C7� n-) 1 D �A ,�. 10ii , 15OV I IVUI .3 .,)LV.VL I I\ JH_ 45.00% 4: 1501 - 2000 Hours - $27.34 1R 5A 50.00% 5: 2001 - 2500 Hours - $28.66 1R 5A 55.00%- 6: 2501 - 3000 Hours - $29.99 1R 5A 60.00% 7: 3001 - 3500 Hours - $31 .31 1R 5A + 65.00% R- vrn1 - 4nnn Hni ir-, - A4 1 R 1z,A httl-)://wwXA .Ini.wa. ov/PI-evailii��-,Wa«e/Appwages/200)61/col %.asp 6/ 112/2-006 &iii T l,oumy - L- PPICIMUCS - �11CLL1VC. J/J/GVVV -- i ai�c 11 U1 10 +r 70.00% 00 9: 4001 - 4500 Hours - $33.96 1R 5A 75.00% "' 10: 4501 - 5000 Hours - $35.28 1R 5A 80.00% 11 : 5001 - 5500 Hours - $36.61 1R 5A 85.00% 12: 5501 - 6000 Hours - $37.93 1 R 5A 90.00% 'w 13: 6001 - 6500 Hours - $36.26 1R 5A 95.00% 14: 6501 - 7000 Hours - $36.26 1R 5A 95.00% PLUMBERS_ Et PIPER TTERS 1 : 0 - 2000 Hours - 50.00% $28.91 1G 5A 2: 2001 - 4000 Hours - $39.50 1G 5A Ow 62.50% 3: 4001 - 6000 Hours - $42.27 1G 5A ®. 70.00% 4: 6001 - 8000 Hours - $44.13 1G 5A Ow 75.00% 5: 8001 - 10000 Hours - $47.84 1G 5A 85.00% POWER__EQUIPMENT OPERATORS ALL EQUIPMENT 1 : 0 - 1000 Hours - 65.00% $30.33 1T 5D 8L 2: 1001 - 2000 Hours - $31 .81 1T 5D 8L 70.00% 3: 2001 - 3000 Hours - 3.30 5D 8L $3 O„ 75.00% 4: 3001 - 4000 Hours - $34.78 i T 5D 8L Rn nnor htth://www.Im,wa.L'ov/Prevail],,z 1 /cOI7.asp 0/I2/20U6 KING County - Apprentices - Effective: 3/3/2006 -- Page 12 of 18 5: 4001 - 5000 Hours - $37.74 1T . 5D 8L 90.00% 6: 5001 - 6000 Hours - $39.23 1T 5D 8L rr 95.00% POWER EQUIPMENT OPERATORS- UNDERGROUND SEWER Et WATER (SEE POWER EQUIPMENT OPERATORS) s 1 : 0 - 1000 Hours - 65.00% $30.33 2: 1001 - 2000 Hours - $31 .81 70.00% 3: 2001 - 3000 Hours - $33.30 75.00% 4: 3001 - 4000 Hours - $34.78 80.00% 5: 4001 - 5000 Hours - $37.74 90.00% 6: 5001 - 6000 Hours - $39.23 95.00% POWER LINE CLEARANCE TREE TRIMMERS TREE TRIMMER 1 : 1st Period - 75.00% $24.55 4A 5A 2: 2nd> Period - 80.00% $25.68 4A 5A 3: 3rd Period - 85.00% $26.83 4A 5A 4: 4th Period - 90.00% $27.98 4A 5A REFRIGERATION Et AIR CONDITIONING MECHANICS MECHANIC 1 : 0 - 2000 Hours - 50.00% $28.91 1G 5A it 2: 2001 - 4000 Hours - $39.50 1G 5A 62.50% 3: 4001 - 6000 Hours - $42.27 1G 5A 7n nno; http://v � w.lni.w a.gov/Prevailin�O vVage/Appwages/20061/co 17.asp 6/ 12/200(1, miNt-i ,-ounLy - fAPPICIILIC;CS - MICGLIVC: J/J/L,UUD -- Fa:or- 10 Ul 10 wr 4: 6001 - 8000 Hours - $44.13 1G 5A �- 75.00% 5: 8001 - 10000 Hours - $47.84 1G 5A 85.00% RESIDENTIAL CARPENTERS , 1 : 1st Period - 60.00% $14.08 1 2: 2nd> Period - 65.00% $15.26 1 3: 3rd Period - 70.00% $16.43 1 4: 4th Period - 75.00% $17.60 1 5: 5th Period - 80.00% $18.78 1 aw 6: 6th Period - 85.00% $19.95 1 7: 7th Period - 90.00% $21 .12 1 8: 8th Period - 95.00% $22.30 1 RESIDENTIAL ELECTRICIANS 1 : 0 - 900 Hours - 50.00% $13.12 1 2: 901 - 1800 Hours - 55.00% $14.43 1 3: 1801 - 2700 Hours - $19.68 1 75.00% Aw 4: 2701 - 4000 Hours - $22.30 1 85.00% up RESIDENTIAL PLUMBERS Et PIPEFITTERS 1 : 0 - 1000 Hours - 55.00% $12.62 1 .o 2: 1001 - 2000 Hours - $14.92 1 65.00% my 3: 2001 - 4000 Hours - $17.21 1 75.00% 4: 4001 - 6000 Hours - S19.51 85.00% - aw RESIDENTIAL SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) httt� �' I Ill.wa.«ov/PrevaihnL,Nka(,e/Appwa<,cs/2006 /col7.Lisp- 0/ 1 -2/1-20(W, KING County - Apprentices - Effective: 3/3/2006 -- Pale 14 of 18 1 : 1 - 1000 Hours - 50.00% $9.74 1 sir 2: 1001 - 2000 Hours - $11 .69 1 60.00% 3: 2001 - 3000 Hours - $12.66 1 65.00% , 4: 3001 - 4000 Hours - $13.64 1 70.00% ar 5: 4001 - 5000 Hours - $15.58 1 80.00% 6: 5001 - 6000 Hours - $16.56 1 85.00% ROOFERS 1 : 0 - 820 Hours - 60.00% $21 .98 1R 5A 2: 821 - 1630 Hours - 67.00% $23.78 1R 5A 3: 1631 - 2450 Hours - $25.58 1R 5A ` 74.00% 4: 2451 - 3270 Hours - $29.66 1 R 5A 81 .00% 5: 3271 - 4080 Hours - $31 .46 1 R 5A 88.00% 6: 4081 - 4899 Hours - $33.25 1 R 5A 95.00% SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) ;, 1 : 0 - 2000 Hours - 45.00% $20.97 1 E 6L 2: 2001 - 3000 Hours - $29.07 1 E 6L 50.00% 3: 3001 - 4000 Hours - $30.87 1.E 6L 55.00% 4: 4001 - 5000 Hours - $32.69 1 E 6L 60.00% Iittp://w 0/12/2000 MINU l ounLy - jApp1C1111ces - miecL1VC: J/JI.Luun -- raC 1J 01 16 w 5: 5UU1 - 6000 Hours - 34.51 1 t 6L 65.00% No 6: 6001 - 7000 Hours - $36.32 1E 6L 70.00% wa 7: 7001 - 8000 Hours - $38.14 1 E 6L 75-00% 8: 8001 - 9000 Hours - $39.94 1 E 6L 80.00% 9: 9001 - 10000 Hours - $41 .76 1 E 6L 85.00% a. SOFT FLOOR LAYERS v, APPRENTICES INDENTURED ON OR AFTER JUNE 1 , 2003 1 : 0 - 750 Hours - 45.00% $16.07 1 B 5A No 2: 751 - 1500 Hours - 50.00% $18.25 1B 5A 3: 1501 - 2250 Hours - $22.01 1 B 5A 60.00% 4: 2251 - 3000 Hours - $24.77 1 B 5A 70.00% ww 5: 3001 - 3750 Hours - $27.52 1 B 5A 80.00% 6: 3751 - 4500 Hours - $30.28 1 B 5A 90.00% APPRENTICES INDENTURED PRIOR TO JUNE 1 , 2003 1 : 0 - 750 Hours - 45.00% $17.87 1 B 5A �. 2: 751 - 1500 Hours - 50.00% $19.25 1 B 5A 3: 1501 - 2250 Hours - $22.01 1B 5A 60.00% 4: 2251 - 3000 Hours - $24.77 1 B 5A tw 70.00 5: 3001 - 3750 Hours - $27.52 1 B 5A mv 80.00% 6: 3751 - 4500 Hours - $30.28 1B 5A tw KING County - Apprentices - Effective: 3/3/2006 -- Page 16 of 18 90.00% SPRINKLER FITTERS (FIRE PROTECTION) 1 : 1st Period - 40.00% $20.98 1H 5C 2: 2nd> Period - 42.00% $21 .70 1H 5C 3: 3rd Period - 44.00% $22.43, 1H 5C 4: 4th Period - 47.00% $23.52 1 H 5C 5: 5th Period - 52.00% $28.44 1H 5C 6: 6th Period - 57.00% $30.25 1 H 5C r 7: 7th Period - 62.00% $32.32 1 H 5C 8: 8th Period - 65.00% $33.41 1-H 5C 9: 9th Period - 75.00% $37.55 1H 5C 10: 10th Period - 80.00% $39.36 1H- 5C TELECOMMUNICATION TECHNICIANS TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL 1 : 0 - 1000 Hours - 55.00% $12.52, 1 2: 1001 - 2000 Hours - $13.66 1 60.00% 3: 2001 - 3000 Hours - $14.79 1 65.00% , 4: 3001 - 4000 Hours - $15.93 1 7C.00% 5: 4001 - 5000 Hours - $17.07 1 75.00% 6: 5001 - 6000 Hours - $18.21 1 80.00% 7: 6001 - 7000 Hours - $19.35 1 85.00% 8: 7001 - 8000 Hours - $21 .62 1 95.00% TERRAZZO WORKERS Et TILE SETTERS http://www.Ini.wa.govIh-evaiIM L�1� aL,,-,/Appwa�(es/20061/coI7.as}� 6/1 �'/200�� 0 i1 iNk-J LVUllLy J✓11CUL1VG. J/J/GVVV -- 1 a��l 1 i v1 lc 1 : U - 1 UUU Hours - 5U.UU% $zz.yZ 1 5A 2: 1001 - 2500 Hours - $24.31 1 B 5A ` 55.00% .w 3: 2501 - 3500 Hours - $25.69 113 5A 60.00% 4: 3501 - 4500 Hours - $28.46 1 B 5A 70.00% 5: 4501 - 5500 Hours - $31 .24 1B 5A 80.00% a. 6: 5501 - 6250 Hours - $34.01 1 B 5A 90.00% as 7: 6251 - 7000 Hours - $35.39 1 B 5A 95.00% •• TILE, MARBLE Et TERRAZZO FINISHERS FINISHER 1 : 0 - 1000 Hours - 50.00% $22.31 113 5A 2: 1001 - 2500 Hours - $23.65 1 B 5A 55.00% 3: 2501 - 3500 Hours - $24.96 1B 5A mw 60.00% aw 4: 3501 - 4500 Hours - $27.62 1 B 5A 70.00% up TRAFFIC CONTROL STRIPERS 1 : 0 - 500 Hours - 60.00% $13.85 1K 5A 2: 501 - 1000 Hours - 60.00% $19.07 1 K 5A 3: 1001 - 2333 Hours - $22. 17 1 K 5A ow 60.00% 4: 2334 - 4666 Hours - $25.82 1 K 5A vw 73.00% 5: 4667 - 7000 Hours - $30.03 1K 5A 4w 88.00% TRUCK DRIVERS Nor Iltl }:��t/WV'.l Ill.W11.�?C)V�F}ICV�11111icr�h' �lc;C %t� pW�l�'LSi ��.)tI / C) �. /.11 j� 0 22006 sr KING County - Apprentices - Effective: 3/3/2006 -- Yage 18 of 18 ALL TRUCKS 1 : 0 - 700 Hours - 70.00% $30.03 1T 5D 8L 2: 701 - 1400 Hours - 80.00% $32.67 1T 5D 8L 3: 1401 - 2100 Hours - $35.30 1T 5D 8L 90.00% About LEH ; Find a job at Lam€ � dr�formaci6a, en espanoi � Site ~ feedback 1 1-80 -547-83,67 Washington State Dept. of Labor and Industries. Use of this site is subject to the laws of the state of Washington. Access Agreement 11 Privacy and security statement 1 Intended uselexternat content policy I Staff only lint: di htt�t://www.lni.wit.��ovl��rcvailingWage/Appv, a�cs/?006�/co? 7.as� 6/1?/?0O6 BENEFIT CODE KEY- EFFECTIVE 03-03-06 OVERTIME CODES OVERTIME CALCULATIONS ARE BASED ON THE HOURLY RATE ACTUALLY PAID TO THE WORKER. ON PUBLIC WORKS PROJECTS,THE HOURLY RATE MUST BE NOT LESS THAN THE PREVAILING RATE OF WAGE MINUS THE as HOURLY RATE OF THE COST OF FRINGE BENEFITS ACTUALLY PROVIDED FOR THE WORKER. I ALL HOURS WORKED IN EXCESS OF EIGHT(8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ar A. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF ` WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE, HOURLY RATE OF WAGE. C. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN ar (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER OVERTIME HOURS WORKED SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. D. THE FIRST TWO (2) HOURS BEFORE OR AFTER A FIVE - EIGHT (8) HOUR WORKWEEK DAY OR A FOUR - TEN (10) aw HOUR WORKWEEK DAY AND THE FIRST EIGHT (8) HOURS WORKED THE NEXT DAY AFTER EITHER WORKWEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL ADDITIONAL HOURS WORKED AND ALL WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE- go E. THE FIRST TWO(2)HOURS AFTER EIGHT(8)REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER HOURS WORKED MONDAY THROUGH SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE.OF WAGE. ow F. THE FIRST TWO (2) HOURS AFTER EIGHT(8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER OVERTIME HOURS WORKED, EXCEPT LABOR DAY, SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. ON G. THE FIRST TEN (10) HOURS WORKED ON SATURDAYS AND THE FIRST TEN (10) HOURS WORKED ON A FIFTH CALENDAR WEEKDAY IN A FOUR - TEN HOUR SCHEDULE, SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH 40 SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. H. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER im CONDITIONS OR EQUIPMENT BREAKDOWN)SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE:OF WAGE. ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE (12) HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. l J. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED OVER TEN (10) HOURS MONDAY THROUGH SATURDAY, SUNDAYS AND HOLIDAYS SHALL. BE PAID AT DOUBLE THE HOURLY RATE OF WAGI--,. war K- ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SI IALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. L. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS r WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. M. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS)SHALL BE PAID AT ONE AND ONE:-IIALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED wo ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLI.THE HOURLY RATE OF WAGE. N. ALL HOURS WORKED ON SATURDAYS (I:XCITI MAKI-1UP DAYS) SHALL 131: PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOLi11.S WORKF,D OV', SUND.IYS AND HOLIDAYS SHALL BE PAID AT DOUBLI: arr TI IF I IOI_IRLY R,A'FI',OF\A(II:. O fill, FII11ST 11 '\,' (10) S11 \t W: PVID V' W ! ', I) ()N;1-IIALFTINIE`.S TILL 11UI;Ki_1' RATI: OF WAGE. ALL HOURS WORKED ON SUNDAYS, HOLIDAYS AND AFTER TWELVE (12) HOURS, MONDAY THROUGH FRIDAY. AND AF"ILR E I:V I m IIOIIP,)ON' S,%I I'RDAY SI IALL B1:PAID AT DOUBLE Tfll�:HOURLY RA-11 01 V,AEI:. P. ALL HOURS WORKIiD ON SATURDAYS (IA(I III M Af;l 1 11 DAYS) AND SUNDAYS SHALL BE PAID AT ONI: AND ONI:- IIALF TIMES THG IIOUKLY RA"I I. 01 "A< : ,ELI Iul Ili WORKI:U r)N I IOLIDAI'S SIIALI_ BF PAID A I' DOljHl,I "I III: � HOURLY RA"FI:OF WAC�I: aar BENEFIT CODE KEY-EFFECTIVE 03-03-06 -2- THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND UP TO TEN (10) HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE, OF WAGE. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT CHRISTMAS DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON CHRISTMAS DAY SI[ALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. R. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. S- THE FIRST TWO(2) HOURS AFTER EIGHT(8)REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT (8) HOURS CSN SATURDAY SHALL BE PAID AT,ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER OVERTIME YOURS WORKED, EXCEPT LABOR DAY, SHALL BE PAIf) AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT TI IREE TIMES THE HOURLY RATE OF WAGE. T ALL HOURS WORKED ON SATURDAYS, EXCEPT MAKE-UP DAYS, SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED AFTER 6 OOPM SATURDAY TO 6:OOAM MONDAY AND ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF W AGt: U. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID ATONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS(EXCEPT LABOR DAY)SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLYRATE OF WAGE. V ALL HOURS WORKED ON SATURDAYS,SUNDAYS AND HOLIDAYS(EXCEPT THANKSGIVING DAY AND CHRISTMAS DAY) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON THANKSGIVING DAY AND CHRISTMAS DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. W. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS(EXCEPT MAKE-UP DAYS)SHALL BE PAID AT ONE AND ONE- HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKI::D ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. THE FIRST SIX (6) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF SIX(6)HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY R:-NIT.OF WAGE. H ALL HOURS WORKED ON }HOLIDAYS SHALL BE PAID AT ONE AND ONE.-HALF TIMES THE HOURLY RATE OF WAGE. 0 ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TI N/11 IS THE HOURLY RATE OF WAGE. I) ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL Bt. PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT STRAIGHT TIME IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN I-X( PSS OF EIGHT(8)HOURS ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF W AGI, I ALL HOURS WORKED ON SATURDAYS OR HOLIDAYS (EXUFPT LABOR DAY) SHALL BE PAID AT ONE AND ONE- HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS OR ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. F THE FIRST EIGHT(8) HOURS WORKED ON HOLIDAYS SHALL BI: PAID AT THE STRAIGHT HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN LXCLSS OF EIGHT(8)HOURS ON HOLIDAYS SHALL BE PAID AT DOUBLE THE IIOURLY RATE OF WAGE. (; ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE INCLUDING HOLIDAY PAY. II ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT I WO TIMES THE {HOURLY RATE OF WAGE:. ALL HOURS WORKt{D ON IIOLIDAY'S SIIALL Btu PAID AT OP;1=.AND ONI -1I;ALI IIMF.S TfII?FIOURLY RA'1'GOF WAGI-. ALL HOURS WORKLD ON SATURDAYS AND HOLIDAYS (I X( I.P E L ABOR DAY) SI IALL BL PAID A I'ONE SAND ONL- HALF TIMES "I'll[: HOURLY RATE OF WAGE. ALL HOURS WORKH) ON SUNDAYS AND ON LABOR DAY SHALL BE PAID AT TWO"PINES TI IF I IOURLY RATE.OF WAGE;. J ALL HOURS WORKE:I) ON SUNDAYS SHALL BF: PAID �A I IAVO TIVII`.S TIII: HOURLY" RA`I'L 01 WAGL. ALL HOURS WORKED ON PAID HOLIDAYS SHALL 13E PAID AT I'WO -AND ONI:-11ALF TIMES Till HOURLY RATE OF WAGI� IN('LEIDING "I'IIE HOLIDAY' 1'AY'. ALL HOURS WORKI U O NI',AII) HOLIDAYS SIIALL 131. PAID AT"I'WO TIMES TI I1:. � HWIPL.I P.Al,l, A(i BENEFIT CODE KEY—EFFECTIVE 03-03-06 up -3- 2. K. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. to M. ALL HOURS WORKED ON SATURDAYS,SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. O. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY air RATE OF WAGE. P. THE FIRST EIGHT(8)HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT 8) HOURS ON SATURDAY AND AI:L HOURS WORKED ON ,do SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. 4A. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ,0 DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. rr HOLIDAY CODES 5. A. HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(7). B. HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY,THE DAY BEFORE CHRISTMAS,AND CHRISTMAS DAY(8). + ► C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). D. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE err FRIDAY AND SATURDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). E. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, PRESIDENTIAL ELECTION DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). low F. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE; DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(1 I). 'ow G. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY,AND CHRISTMAS DAY(7). H. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE DAY AFTER pro THANKSGIVING DAY,AND CHRISTMAS(6). I. 1IOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHR(STMAS DAY(6) J. HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY. FRIDAY AFTER TI IANKSGIVWG DAY.CHRISTMAS EVE DAY,AND CHRISTMAS DAY(7). wrr N. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,VETERANS' DAY,THANKSGIVING DAY.THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(9). P HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY,INDEPENDENCE DAY, LABOR DAY,THANKSGIVING DAY,FRIDAY AND SATURDAY AFTER THANKSGIVING DAY,THE DAY BEFORE CHRISTMAS,AND CHRISTMAS DAY(9). rw Q. PAID IIOI.IDAYS. NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCF DAY, LABOR DAY, THANKSGIVING DAY, AND CI IRISTMAS DAY(6). ow P,y11) IIOLII):AY`; A'I_A\ YTAWS !)A1, A1IAI( RI-',i' I);A1'. ll IMi ITNII)F.N( 1, DA1, LARD P DiA1'. TI1�1A' SGIVL'��rl 1)A1' �)\1 '•J'l l l i l I;ANL:SGIV'I$. U-A t ).A! -;I 'I_F !), ;! I'OI:I:('HPPP F AV U\1'. 1NU(IIRISTiM AS [)A) S- PA;D IIOLIDr$'S NEW YEAR'S DAY, PRFSIDEN'TS' DAY, MI:MORIAL DAY, INDI,PI:NDI:NCF: DAY, LABOR DAY, '11 1til<:.5�IIVIN(I I)-A1', -GNU Clil?ISTf i,^.S I)�l'(?i. ow VID II(>L11);A)'S NG\V YI:AR'S DA), AV'ASIA G10A''S BIItfIIDAY, DiA'f, INDLI'I;NDI:N(1, DA`.', LAIiOi< Dr11'."I II,WKSGIVING DAY,TI 11, FRIDAY \171:P "I IIANKS(iIVING UAl'.CHRIS"IMAS DAY',AND TIII: DAY B14FORI:0IZ AIDII:R( IIRIVI M \ti(10) rrr BENEFIT CODE KEY-EFFECTIVE 03-03-06 -4- S V PAID HOLIDAYS: SIX(6)PAID HOLIDAYS. W. PAID HOLIDAYS: NINE:(9)PAID HOLIDAYS. X. HOLIDAYS: AFTER 520 HOURS - NEW YEAR'S DAY, THANKSGIVING DAY AND CHRISTMAS DAY. AFTER 2080 HOURS - NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE. DAY, LABOR DAY, THANKSGIVING DAY.CHRISTMAS DAY AND A FLOATING HOLIDAY(8). Y. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, PRESIDENTIAL ELECTION ' DAY-,,THANKSGIVING,DAY,THE FRIDAY FOLLOWING THANKSGIVING DAY,AND CHRISTMAS DAl (x) Z. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY. VETERANS DAY, THANKSGIVING DAY,TI IF FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). 6. A. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE: DAl. LABOR DAY, THANKSGIVING DAY.THE.FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8)- B. PAID HOLIDAYS: NEW YEAR'S EVE DAY, NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS EVE'S DAY,AND CHRISTMAS DAY(9). C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY. LABOR DAY, THANKSGIVING DAY.THE DAY AFTER THANKSGIVING DAY,THE LAST WORK DAY BEFORE CHRISTMAS DAY,AND CHRISTMAS DAY(9). 1 D. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,THL FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS DAY,THE DAY BEFORE OR THE DAY AFTER CHRISTMAS DAY(9). F. PAID HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS'DAY,THANKSGIVING DAY,THE DAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY(I 1), I. PAID HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,FRIDAY AFTER TI IANKSGIVING DAY,AND CHRISTMAS DAY(7). L. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY, THE FRIDAY AFTER IIIANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY. AND CHRISTMAS DAY-(ti) Q. PAID HOLIDAYS: N1=W YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY.VETERANS DAY, THANKSGIVING DAY.THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY(8). UNPAID HOLIDAY_ PRESIDENTS'DAY. T. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DA)'. LABOR DAY, THANKSGIVING DAY. THE FRIDAY AFTER THANKSGIVING DAY,THE LAST WORKING DAY BEFORE CHRISTMAS Il�AY,AND CHRISTMAS DAY(9). U. HOLIDAYS NEW YLAP S DA ', DRAY BEFORE NEP✓ YEAR'S DA`,', MEMORIAL DAY, ENDEP LNDC N C L DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY,CHRISTMAS DAY(9). V. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, CHRISTMAS DAY, AND ONF, DAY OF THE EMPLOYEE'S CHOICE(9) W. PAID HOLIDAYS: NEW YEAR'S DAY,DAY BEFORE NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY,DAY BEFORE OR AFTER Cl IRISTMAS DAY(10). X. PAID HOLIDAYS: NE" YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDF:NT.S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LA13OR DAY, THANKSGIVING DAY, DAY AFTER TIANKSGIVING DAY,CHRISTMAS DAY'DAY BEFORE OR AFTER CIIRISTMAS DAY,EMPLOYEE'S BIRTI MAY H 1) NOTE CODES 5 V THIi STANDBY RA I I OI PA,)' FOR DIVERS SFIALL RE ONE:-I IALF S T I TIIE DIVERS kA 11.O1 1'\') i': ;AUDITION TO THE HOURLY WADI: AND FRINGI: BENEFITS,"FI1E FOLLOWING UI PTII PREMIUMS APPLY TO D17'11IS OF FIFTY FEET OR MORN. OVI:R 50'TO IOU'- 51.00 11FR FOOT FOR F.ACI I FOOT OVER �o FFIF'l \'I.R IrUi I(, 1- 5�. I'LR FOOT i OR F:A( 11 1 1 I'l Iim FFF:T BENEFIT CODE KEY-EFFECTIVE 03-03-06 w -5- OVER 175'TO 250'-S5.50 PER FOOT FOR EACH FOOT OVER 175 FEET OVER 250'-DIVERS MAY NAME THEIR OWN PRICE,PROVIDED IT IS NO LESS THAN THE SCALI:LISTED r! FOR 250 FEET 'mw C. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE-HALF TIMES THE DIVERS RATE OF PAY. IN ADDITION TO THE HOURLY WAGE,AND FRINGE BENEFITS,THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE: OVER 50'TO 100'-S 1.00 PER FOOT FOR EACH FOOT OVER 50 FEET wr OVER 100'TO 150'-S 1.50 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150'TO 200'-S2.00 PER FOOT FOR EACH FOOT OVER 150 FEET OVER 200'-DIVERS MAY NAME THEIR OWN PRICE D. WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL$1.00 PER HOUR. L. WORKERS ON HAZMAT PROJECTS'RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LFVI:L A: 50.75, LEVEL B:$0.50, AND LEVEL C:$0.25. 4w M. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS: LEVELS A & B: 51.00, LEVELS C&D:$0.50. N. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LFVt-.L A: 51.00, Orr LEVEL B:$0.75,LEVEL C:50.50. AND LEVEL D:$0.25. do Aw No rr imo 40 rr or 41W �Ilrr dM 1i�1 No APPENDIX C-STANDARD PLANS CITY OF RENTON to err+ o f +rrr +rr .rV arr it APPENDIX C +rr STANDARD PLANS Aw as i. 2006 STREET OVERLAY WITH CURB RAMPS rr ob ■r 11Y r .ir n +rr _ err z EXISTING ASPHALT 2.0'* NEW CURB i PAVEMENT MIN. & GUTTER w SAWCUT ri kmi � a a ° a ° o r1 ARTERIAL STREET MINIMUM 7'' HMA 6" CRUSHED ROCK orr orr RESIDENTIAL STREET MINIMUM 4" HMA 6" CRUSHED ROCK +rr �w rrr CURB & GUTTER REPLACEMENT DETAIL. NOTES: �T�' 0 ADOPTED MUST MATCH EXISTING THICKNESS IF GREATER. +n� �+ C17Y of RENTON + OR 1.0' BEYOND EDGE OF DAMAGED PAVFIVENT fN`` STANDARD PLANS LST DATE:O4/01 ATE ?EV ATI B Added HMA, 2.0 RP JL 6 ? 06 Rernovee Class BB & ATB, �_Y�p �i DWG. NAME: F008 PAGE : X008 rr __ DETECTABLE WARNING ( g PATTERN (SEE DETAIL) A di o Z I � 3/8" EXPANSION A JOINT (TYP.) (SEE STD. PLAN F-3) 4'-0 �\O� MIN. h O O cj CROSSWALK (TYP.) I* (SEE STD. PLAN H-5c) 16 PLAN SIDEWALK RAMP TYPE 1A A �. 3/8` EXPANSION o JOINT (TYP.) of i (SEE STD. PLAN F-3) a 4' 0 MN DETECTABLE WARNING PATTERN (SEE DETAIL) � 0 5 5 2• _ 0- ' CROSSWALK (SEE STD. PLAN H-5c) . o RAMP DETAIL FOR SIDEWALK RAMP ISOMETRIC VIEW TYPES iB. 1C. 1D NOTES I Avoid placing drainage structures, junction boxes or other ob:L•u<tion; Ir (r„r I o` rarnl access orew, tabL warning slo;Ie iEE"I' 1 01' 3 ADOPTED (:m OF RFrfTON Ila r .r. 4' - 0- MIN. 6' - 0" MIN. dig :LANDING RAMP 2' - 0" TOP OF a ROADWAY t io CEMENT CONCRETE SIDEWALK DETECTABLE WARNING DEPRESSED j PATTERN (SEE DETAIL) CURB & GUTTER me (SEE NOTE 3) SECTION-O rr 6'-0" MIN. TOP OF 11r 2% � � ROADWAY CEMENT CONCRETE SIDEWALK CEMENT CONCRETE CURB & GUTTER SECTION 80 (SEE NOTE 3) 10' - 0" MIN. p aw TOP OF 2% ROADWAY Ir T CEMENT CONCRETE SIDEWALK CEMENT CONCRETE CURB & GUTTER SECTION CO (SEE NOTE 3) do I RADIUS POINT OF SIDEWALK RAMP AND CURB RETURN (TYP.) BACK EDGE OF SIDEWALK IS PARALLEL TO APPROACH ROADWAY (TYP.) FAf SEE RAMP DETAIL (T) SEE RAMP DETAIL (TYP.) PLAN ELAN SIDEWALK RAMP TYPE 1C SIDEWALK RAMP TYPE 1D DETECTABLE WARNING PATTERN AREA SHALL BE YELLOW, IN COMPLIANCE B WITH STD. SPEC, 8-14.3(3) A RAMP a MIN. MAX. I \ A E � I e, i S/A" B 5/6' 1 112' — PI AN C 7/16 3/4' D 7/8' ]17/16" SEE RAMP DETAIL (TYP.) TRUNCATED DOMES (SEE NOTE 2) ELEVATION DETFCTAFI F WARNING PATTERN DETAIL I'Lt;tJ IUFN�/J.?; Itl,6�i 511 :1."1 of :S `rj� CT7Y 0 T PE r. Aw ETECTABLE WARNING ATTERN (SEE DETAI +ice ISOMETRIC VIEW RADIUS POINT OF SIDEWALK RAMP AND CURB RETURN RAMP CENTERLINE C 3/8' EXPANSION JOINT (TYP.) i (SEE STD. PLAN F-3) so 0 CEMENT CONCRETE ?10. PEDESTRIAN CURB �- 'S� ° � n P i� P B 0 SEE CONTRACT FOR CROSSWALK (TYP.) CURB RETURN RADIUS (SEE STD. PLAN H-5c) IY� SIDEWALK RAMP TYPE �A PI AN trail .�.� t ald dome dm .;ions )r, .. :;IIJi:YiAI.K ftAM}' •.I>o!n q ,, <,etcct able , wnrnin r� tr�item ,.,,, Ili 'f I OF _,tai r�i.,, .,�dowoi� � ' ��\ AD01"lliU r Iii 17-Y 0F HF:NTON irr RADIUS POINT OF SIDEWALK RAMP AND CURB RETURN XA C DETECTABLE WARNING PATTERN (TYP.) (SEE DETAIL) 0 RAMP CENTERLINE B m 2'-6" C) V CEMENT CONCRETE PEDESTRIAN CURB (SEE STD. PLAN H— c) CROSSWALK (TYP.) 6• \O. 0 8 O Sip�� 6� 9� 3/8" EXPANSION JOINT (TYP.) 6.0" .(SEE STD. PLAN F-3) SEE CONTRACT FOR \ CURB RETURN RADIUS 0 I C -SIDE`h'ALI' RA�"P T`'PE 2n e PLAN D � RAMP c � MIN. MAX. D E ELEVATION D 1 5/8' 2 3/8" TRUNCATED DOMES (SEE NOTE 2) E 5/8" 1 1/2" Q J �� DETECTABLE WARNING a - PATTERN DETAIL F 7/16 3/4' _ PLAN G 7/8" 1 7/16" n IUf;Y;AI,P� kAMI' PENT0t; aw 16 ■IIY MIN. TOP OF 2% ROADWAY rII1r CEMENT CONCRETE SIDEWALK CEMENT CONCRETE CURB & GUTTER SECTION O (SEE NOTE-3) , oYl� 6 6'-0" MIN. LANDING sill < 2'-0" FLUSH TOP OF 2R ROADWAY 111 DEPRESSED 7'-000NCRETE ENT CURB do GUTTER CEMENT CONCRETE (SEE NOTE 3) PEDESTRIAN CURB SIDEWALK as (SEE STD. PLAN F-1) DETECTABLE WARNING SECTION O PATTERN (SEE DETAIL) s. J m VARIES - VARIES 3"-0" TO "A' 2'-6" TO "C" TYPE 2A TYPE 28 VARIES 6'-0� TO -B' VARIES - 6'-0` TO 'B' RAMP RAMP Y v ,rr I 6' _ 318" EXPANSION - JOINT (TYP.) (SEE S l ANI_)ING_ �� JIU. PLAN Y—J� SECTION OC RADIUS liw (AT CURB FACE) A B C 20 FEET 4' - 5 114' 8' - 10 1/2' 3' - 8 112' 30 FEET 3' - 10' 7 - 8' 3' ow 40 FEET 3 - 7" T - T 3' - 0' 50 FEF 1--- S 112. E' - 10 3/4" 9' _ ,�, ,/�• — — �lul-;-wnl.k; Rnti1P � I . L� A ,'L' 1 U(7 f[t 1 l 1�{� _I'.Y OF REI,7011 1111'11/L JI1. I.IJII ! /IJ J� I ",i, �.•; 4� i� a. RADIUS POINT OF SIDEWALK RAMP AND CURB RETURN 5'-0" MIN. SIDEWALK BUFFER STRIP (TYP) RAMP CENTERLINE SEE CONTRACT FOR CURB RETURN RADIUS CEMENT CONCRETE PEDESTRIAN CURB A C CEMENT CONCRETE 3'-0" MIN. �� PEDESTRIAN CURB RAMP 3/8" EXPANSION J. .JOINT (TYP.) (SEE STD. PLAN F-3) J� B CROSSWALK (TIP.) DETECTABLE WARNING (SEE STD. PLAN H-5c) PATTERN (SEE DETAIL) SIDEWALK RAMP TYPE 3A a PLAN ° >rr Q a NOTES: 1. Avoid placing drainage Structures, junction boxes or other ISOMETRIC VIEW obstructions in front of ramp access areas. _ c 2_ Detectable warning patterns may be created by any method that will achieve the truncat(,d dome dimension; anri n:,) detecta1,le wcr, rir, I,r�ttrrn rr „ •.hc,ll Y CIT, .,F HFI:0'. � ♦I 14 w RADIUS POINT OF SIDEWALK RAMP AND CURB RETURN 5'-0" MIN. SIDEWALK y(/ XA \ 3'-0" MIN. DETECTABLE RAMP WARNING PATTERN (TYP.) RAMP CEN ERLINE (SEE DETAIL) do A CEMENT CONCRETE 2 PEDESTRIAN CURB 40 / •� o g lf' BUFFER STRIP 3'-0" MIN. tiC J (TYP.) RAMP /8' EXPANSION J„ taw JOINT (TYP.) TD. PLAN F-3) J, ,r • SEE CONTRACT FOR j J 5—NNG CURB RETURN RADIUS 8 ��r 3- R CROSSWALK (TYP.) TYP (SEE STD. PLAN H-5c) J 40 / SIDEWALK RAMP TYPE 313 CEMENT CONCRETE CURB PLAN CURES RADIUS DETAIL vw 1:7 107 i I RADIUS POINT OF SIDEWALK RAMP AND CURB RETURN RAMP CENTERLINE 6'—()- J BUFFER STRIP MIN. (TYP.) 5 0 „ E � �k SEE CONTRACT FOR G CURB RETURN RADIUS CEMENT CONCRETE 4w PEDESTRIAN CURB J. Q J• CROSSWALK (TYT).) (SEE SID. PLAN N—Scj DETECTABLE WARNING PATTERN (SEE DETAIL) 'SSIDEWALK RAMP TYPE 3C DI A NI I l 'IT, uP Rer;TVl: i RADIUS POINT OF SIDEWALK RAMP as AND CURB RETURN 40 40 G DETECTABLE WARNING PATTERN (TYP.) RAMP CENTERLINE e. (SEE DETAIL) Aw go 0. F Alm 0, 40 I CEMENT CONCRETE PEDESTRIAN CURB ( ID.) BUFFER STRIP (Tlyp.) as G to SEE CONTRACT FOR CURB RETURN RADIUS OP CROSSWALK (IYP.) (SEE STD. PLAN H-5c) SIDEWALK RAMP TYPE 3D p L A 1\1 aw 4w 6 AIMPTED [Ty' 0� RENTON )4) ATF fAw 5'-0" MIN, 3'-0" MIN. BUFFER STRIP TOP OF 27. � � ROADWAY CONCRETE CEMENT CONCRETE SIDEWALK CURB & GUTTER SECTION A (SEE NOTE 3) 5'-0" MIN. 3'-0" MIN. LANDING RAMP DEPRESSED CURB & GUTTER 2 0 (SEE NOTE 3) _ n TOP 2% < ROADWAY CEMENT CONCRETE DETECTABLE PEDESTRIAN CURB WARNING (SEE STD. PLAN F-1) PATTERN SECTION (SEE DETAIL) OB w 3'-O' MIN. 5'-0" MIN. RAMP ._I LANDWG RAMP I —L 3/8" EXPANSION JOINT (TYP.) SECTION O (SEE STD. PLAN F-3) °5-0" MIN. 3'-0' IAIN. CEMENT CONCRETE I SIDEWALK BUFFER nt/ STRIP TOP W OF .o- 29 � ROADWAY 1� CEMENT CONCRETE CEMENT CONCRETE PEDESTRIAN CURB CURB & GUTTER (SEE STD. PLAN F-1) SECTION (SEE NOTE 3) Im I 61�� 1�) ; r 5'-0" MIN. 6'-0" MIN. BUFFER STRIP TOP OF 2% ROADWAY as CEMENT CONCRETE CEMENT CONCRETE SIDEWALK SECTION O CURB & GUTTER o (SEE NOTE 3) aw 5'--0" MIN. 6'-0" MIN. CEMENT CONCRETE RAMP SIDEWALK 2 - 0 TOP 2% ROADWAY AIM CEMENT CONCRETE PEDESTRIAN CURB DEPRESSED (SEE STD. PLAN F-1) CURB & GUTTER rM (SEE NOTE 3) j_ 5'-0" RAMP SECTION OF DETECTABLE WARNING .� PATTERN (SEE DETAIL) CEMENT CONCRETE VARIES - a111 PEDESTRIAN CURB (F-1) 0 TO 6" (SEE STD. PLAN F-1) A RAMP No SECTION A �. B .w - a MIN. MAX. O A 1 5/8' 2 3/8' PLAN v B 5/8 1 1/2" .J C 7/16" 3/4" D 7/8' 1 7/16' n fir D ELEVATION ow Tf~l_1�\,ICATM I)OMF!S (SFF NOT[ 2) �r 3iA, 3I3 :3C. ++1r ADOPTED CITY OF' HENTON I:7 DATE film RADIUS POINT OF r S cgY CORe _ F �q0� qcF� CEMENT CONCRETE 3/8• EXPANSION JOINT PEDESTRIAN CURB (SEE STD. PLAN F-3) A 8'_p• RAMP B = o Y — I J — � O Q 3 w iD p X LANDING CROSSWALK Y (SEE STD. PLAN H-5c) DISTANCE C FROM P.C. DETECTABLE WARNING PATTERN (SEE DETAIL) SIDEWALK RAMP TYPE 4A PLAN RADIUS i (Ai CURE FACE) 20 FEET E' - 1 314• < - 7 /4 30 FEET 7 - 11 3/4' 4'- 8 1/4' u 40 FEET 9' - 5 1/4' 6' - 5' 50 FEET 10' - 8 3/4' I 7 - 11 1/4* • 60 FEET 11' - 10 1/4 9'- 3 1/2' ISOMETRIC VIEW 70 FEET 12' - 103/4' 10' - 63/4' 80 FEET 13' - 10 1/2' 11' - 8 3/4" 90 FEET 14' - 9 1/4' 12' - 9 3/4' 100 FEET 15' - 7 112- 13' - 10 1/4' tN1ERMEDIATE RADII CAN BE INTERPOLATED 1. 1,vr��.; I�Inclnr Y Oinoyr° structures, pi r) n ,raw„ ;15'Al,f ItAMI' 'I'YYF; �'IA r I. I'lur I lu. 10cw(lik 1 k'(e. l,-! nnw ._..O r ^ ,. AUOPT r1) / �\ C17( OF RF:r1T0' IR i ow 6'-0' CEMENT CONCRETE PEDESTRIAN CURB (SEE STD. PLAN F-1) VARIES TOP OF 0 TO 6' TOP OF � 2% � � ROADWAY � ROADWAY CEMENT CONCRETE ° iw DEPRESSED SIDEWALK CEMENT CONCRETE CEMENT CONCRETE CURB & GUTTER CURB & GUTTER RAMP SECTION OA (SEE NOTE 3) SECTION C (SEE NOTE 3) 4w +. vw 3/8' EXPANSION JOINT (SEE STD. PLAN F-3) 6'-0' YID RAMP CEMENT CONCRETE 2' - 0• SIDEWALK ' TOP OF LANDING ROADWAY DETECTABLE WARNING DEPRESSED PATTERN (SEE DETAIL) CURB & GUTTER op (SEE NOTE 3) SECTION OB -SHALL BE YELLOW, IN COA'PLIANC£o ._ ow T" STD. SPEC. 8-14.3(3) ETECT LE AVARNIING PATTERN AREA RAMP as ' I a d O A MIN. MAX. A 1 5/8- 2 3/8-Ij°}° c B TRUNCATED DOMES (SEE NOTE 2) 8 5/8' 1 112' PLAN DETECTABLE WARNING PATTERN rll4i C 7/16' 3/4' D E I T AI[ 0 7/6" 1 711 F,' i/M 'IllKWA1,F PAW' 'ITYPI: 4A ILA�� ow �1 AF.17T U!: RADIUS POINT OF CURB RETURN (q T C R ff Co�TR CEMENT CONCRETE PEDESTRIAN CURB 3/8" EXPANSION JOINT DETECTABLE WARNING (SEE STD. PLAN F-3) PATTERN (SEE DETAIL) A C ob _ J O Q O i w B I in in Jig .i • Jig CROSSWALK (SEE STD. PLAN H—Sc) No BUFFER STRIP DISTANCE FROM P_C. I RAMP LANDING SIDEWALK RAMP TYPE 413 PLAN VIEW Iii I su)t;wAl.r: Itn111' TYPE Ali A1)PTI,,' ) OF RFNTO�; � '17.NUAli7 I'VJ�. 5' - 0" W wr BUFFER STRIP 2% TOP OF No - - � ROADWAY 7CEMENT SECTION OA CEMENT CONCRETE SIDEWALK CURB & GUTTER (SEE NOTE 3) a r ow to 3/8" EXPANSION JOINT (SEE STD. PLAN F-3) 6' - 0" CEMENT RAMP +lire CONCRETE 2' - 0" SIDEWALK LANDING TOP OF ROADWAI I 6" r DETECTABLE WARNING DEPRESSED 40 PATTERN (SEE DETAIL) CURB & GUTTER (SEE NOTE 3) SECTION n U 40 "s 5' - 0" RAMP DETECTABLE WARNING PATTERN AREA VARIES BUFFER STRIP SHALL BE YELLOW, IN COMPLIANCE VARIES 0 TO W WITH STD. SPEC 8-14.3(3) 0 TO 6" � TOP OF A__�� `t RAMP f\\� ROADWAY -T B CEMENT CONCRETE 1 n CEMENT CONCRETE CURB & GUTTER Al r a 8 PEDESTRIAN CURB (SEL NOTE 3) fAw (SEE STD. PLAN F-t) SECTION C) rwr PLAN MIN. MAX. /P." 2 3/8" !, All )PTF;I) aw ' CfTY OF Kf;NT61! r� Jam. wir M O� } N M ^ (D (D 00 O) I I I I I I i 0 I � M iD m N d iD OD M N N N N II \ M M \ rn in x 00 p co I 1 I I I I I ) I O to i7 � � � � 00 O •- ' N ¢ O O >- M I i •7 M ,� > a� N I I I I I I c L u co O N (D cc) cn O Q N N N N O •3 C IIIII� d O t- � r+> .- M M M M L ZJ 3 x I N (n (D n M I rn' n a Q U O in (D h 00 p) c o c M t` M M O h M ur U O ' > N 1 t rn I I N x -0 c c c> p 0 3 O p I I I I N I 0 ma E_ t\ M to n (M N to p p U - LO N _ a m U O s U U C� O d C U _ 'o C�' 3 x i Os o�N oaa) V N C)N 3 V (n co p) p N L C C 0-N N a) D W-0 a N N N c C \ \ \ \ M \ o o aE 0 c } I (n h (D I to 1 O O.�6 N O M o N M M 0D p a'N 3.D p,4- O QO) N N � - N - N _O V.fJ y � ID 0 U d L a) E x 00 n ao � > E cam- 0 I 1 I I I I I wQ 00.-0 mOC ONM(n�uO \ \ ` � I I ^ I I I I I I I I - _N L co Q �r � o N N N N 0_ II \ \ \ \ \ M N \ \ W - M M x k M (N N O Z m Ln (.... 4) N d. d � Z OP A1)01"FE 1) CiTi r�� KENTON t Ir CURB A CONCRETE A CURB AND CUTTER 1/8"PREMOIDED JOINT FIl1.ER B _. ow I 5'-1 R. 1/4' S. 5" 4' - 8 1/4- wo CATCH BASIN FRAME AND CRATE CUTTER PAN (NOT INCLUDED IN BID ITEM) PLAN ,VIE CATCH BASIN GUTTER PAN No wo 2-ar SLOPE GUTTER PAN - I'D" TO FRAME AND CRATE r �/2'R �-R MATCH ROADWAY 5' I SLOPE r RECESS _ TOP OF •° �6 S 1 I L� R ROADWAY VARIES D AdJUSTMENT SECTION .•D (NOT INCLUDED IN RD ITEM) D CATCH BASIN OR "LET D (Nor INCLUDED IN Boo ITEM) q o *w SECT)ON A!! ' c61 ow 1/2 R �� MATCH ROADWAY SLOPE 1/2' R. ROADWAY L VAR ES f i I.I. �r izelfro. ow 4 W T}_ Ali 10" AC PAVEMENT & BASE to SIDEWALK 0.02 REDUCED WIDTH � GROUT ROLLED CURB ELEVATION A—A CB RISER SECTION OR BRICK 3 1/2" J 4" e 6 1/2- 12., a d v ° n a d 24' ROLLED CURB ELEVATION B—B 1/8"x 2" DUMMY JOINTS 12" 12" A BACK of CURB 7 A p � d ° c i 12°. 6) ° a ° B ADDITIONAL 2" CEMENT CONCRETE TO A EDGE OF CB IN TRANSITION AREAS (TYP. BOTH SIDES) I RAVI- A; 11) VA,'[ P � �J(ilf Ow w 3 W Q� 0 Ow N o o V z U In N zm W O Cl, _ w a O Q W w m E- �, O - z z z a Lr,) 4w a U O ti low aw � o F U W z In < z a 1 I I Q a O U < ow c o 0 n r�i n y ow r I^ N I- LJ — _ a o 0 r�� - N lJ LtJ JIB I- L_J IN NO Nn ow Aw rN rJr I 1 1 I I I . �,i--y Y, Q XX 3 W Xx $ L) xx GIs I � z a W N I I O 4 0 > z E' +s O < 3 0 u 0 6 a I I z 0. I I W W a x o p o o u c n 11 a o LJJ n lJJ a1 LJJ O J�N IN TV DOW l� 1 I I I I o � 1 � I a. I 0 0 � No vo .rr. ow ow j.B. LL_ � 0 Li- C', J.B. TRAFFIC FLOW aw 0 J N U L+- 0 N Q J I � � „w TRAFFIC ~ J.B. v FLOW E LL_ 0 Q (A H- U N 40 THREE LAYER VINYL ELEC- TAPE & PROTECTIVE COATING m 1' (SCOTCHKOTE) Ref: ITE TRAFFIC DETECTOR 1/2• FIELD MANUAL, 1985 LEAD—IN CABLE 2/C SHLD. LOOP WIRES METAL TAPE OR SHIELD COMPRESSION AND SOLDER aw CONNECTION TWO LAYERS OF SPLICING COMPOUND TAPE & ONE LAYER OF FRICTION TAPE rWll INDUCTION LOOP WIRING *w AND LOOP SPLICING ADOPTED CITY OF RF.NTON � aTANDARD PLANS --J__ wr VAR. B B 1' �I �— VAR. —� 3/8.. 3/8„ ::c.:: :.r-::c ;ter. c• — LOOP WIRES 1 112" + X1T :a: s; 2 1/2" MIS CRAFCO TYPE RUBBERIZED ASPHALT LOOP SEALANT A-A B-B X = 1/2" OF DEPTH FOR EACH TWISTED PAIR NOTE: TWIST EACH PAIR 2 TURNS PER FOOT FROM PULL BOX TO END OF LOOP. -HREE TURNS OF WIRE IN EACH LOOP, AS SHOWN ON DETECTOR SC'HFF)Ul E, OP AS F-"RECTFO PY THE fIdGif:i_Fi:_ INSTALLATION AND TESTING TO CONFORIJ WITH STANDARD PCCIF!CI.TiOFJ. INDUCTION LOOP I)E""All, SY ADOPTED V� CITY OF RENTOI' � 11 + /�± STANDARIi PLA)1!; %I A IS! DATF. � (ll O � Q) L Q) m z err _ m U a o in C1 U 'xo > O c 7 - O F 14 F- in O E U f a ¢ d coz x a razz U o, F V)OU Z c x Wz c� U r ..70¢ Un E C1 �" '' U�O F x O Q- N p N W U O a r u O F U y O O N aw L L p > +1r1 > \ �_ C1� Q) > �� C Q U O - C1 G F- U ` "> O O z Q _ O - O wr N -D z wn I � + X -C O �o L W \ \ U z \\ C Q) O z C) C1 law Q L E O it U U M U) Q- C u O -f- .E aw i w::i P CITY RENTON LANNING/BUILDING/PUB BLiC WORKS DE?ARTMENT A A I .�►. ,� wr V AC. r► T y COLD PLANING LO 1 T. i 2�- SECTIOt',a TYPICAL COLE)-PLANIt\4G DETA11_ ::7 rE oEiss �D.DWG ar j do a � s x � , . 'Zd �r. c C W C 4 Q � - W - `L C - AW U � V wo - _ I i y ji aw so aw 1 .r i .. . f r 1 Ll _ oo LJ < z � _ T / 1 i < < J �\ SEAL WITH AR 4000 AND err DRY SAND AFTER PATCHING PATCHED AREA wr A A .r COVER err PLAIN' N TS r 1'-0" OUTSIDE DIA.- l'-0" 2" A.C. CLASS "G" f ww • 4" CONCRFTF SECTION A- A NOTES: aw REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE WHICH IS EOUAL TO THE DIAMETER OF THE FRAME PLUS TWO FEET ADJUST CASTING FRAME TO PAVEMENT SURFACE USING CONCRETE BLOCKS TYPICAL UTILIT1 ' COVER Wl i H bI A c CLA S S I,. � ADJUSTMENT FOR SEE ,� � .� . , _,-.�.� `,j"ji I PAVEMENT OR OVERLAY 0 ADOP'T'ED CITY OF RF,NTON ti,"R,► ;,�� W�1 STANDAKb PI-AN` C) Lsi' DATE Ja/200', I 10/17/96 Ad 7'[' _ DATE H�VISIOI' gY gF�L'C�i, DWG. NAME- BR E� :! /{J 30O 1 L u 0 2 cc� C`. c C, a U tr c (. O O < d c p E z Z IT� LQ rw < " C V � _ =T ° IZZ .C,-jJ < v i. 1 h� 4w +r CENTER LINES • ® • • • • • • • • • ® • • • • • • • a J4° " • • • • • • • • • • • • • • • • •-T 4" YELLOW TYPE 'I' taw 30 LINE MARKERS DOUBLE YELLOW CENTER LINE 4" YELLOW TYPE 'Ild' LINE MARKERS (REEL.) wo I-- 9' 15' 3 4" YELLOW TYPE 'I' LINE MARKERS SINGLE SKIP YELLOW CENTER LINE 4" YELLOW TYPE 'Ild' LINE MARKERS (REFL.) err TWO-WAY LEFT TURN LANE QW • 0--T�-•9 • 15 ♦ • 3 t-- • • � 12' 4" YELLOW TYPE 'Ild' LINE MARKERS (REEL.) 40 4" YELLOW TYPE 'I' LINE MARKERS ,�, ® • • • • • • • ® • • • • • • • • • • • • • • • • • • ® • • • NUMBER OF 2- WAY LEFT TURN ARROWS SPEED LIMIT 25 MPH 200' O.C. SPEED LIMIT 30-35 MPH -- 250' O C. SPEED LIMIT 40-45 Mr)H -- 300' 0 C mw CHANNELIZATION MARKERS DETAIL. 0�N4 ADOPTED CITY OF RENTON >fllw STANDARD PLANS LST DATE 10/TU/9f, l Iry DATE j.__ ____ REVISIOn' __— PY V�PP?'C DWG NAME HR-01 � PAGC HOW If APPROACH LINE ttttti ttttttt ® t 8" 3 ` 4" WHITE TYPE '1' 24' LINE MARKERS 4" WHITE TYPE 'Ile' LINE MARKERS (REEL.) NUMBER AND LOCATIONS OF ARROWS APPROACH LINE LENGTH - ARROW OCATION �OR Z L S �n 20'-50' 1 ARROW (20' BACK FROM CROSSWALK OR STOP BAR) 50'-125' 2 ARROWS(20' BACK & END OF APPROACH LINE) 125'-300' 3 ARROWS(20' BACK, MIDWAY & END OF LINE) ARROWS OVER 300' AT 100' INTERVALS SKIP APPROACH LINE to 2 2 2 2 2 2 2 2 2 _ 9 15 4" WHITE TYPE '1' LINE MARKERS 4" WHITE TYPE 'Ile' LINE MARKERS (REFL.) �r LANE LINE 4" } 4" WHITE TYPE 'I' LINE MARKERS +ww 4" WHITE TYPE 'Ile' LINE MARKERS (REFL.) CHANNELIZATION MAKERS DETAIL `CY p ADOPTED v '� CITY OF RENTON ��'N T 6 LSfNDATE 0/30/96 -- — i L PAT" — _ RE_Vl lUhd BY PPR DWG NAM F'HR-02 S PAD[ H002 Lo °O wr A z C T c W � v ` 3 Fy f� 00 m m m a v c N QI pia r } +` I N a n L m J a w C N in +- N O n ^ 0 1 I� m 0 p N L p tl p U W w I w � ° E E W a E V Ld c o o` m m w o t 0 t a a o n o f L 0 I� E m p O Z C v 0 > C —` ° O +r+ ' T n N N tJ CL L 3 N N ° m o c h lta 4L� t W m m L L O y 0 L 3 L L O m O�\ Z 3 C N t L ' ° m I n � Wrr a L L N Co— rI� w CL ti r t >1 I W 0 N En r ; ± m m L O I ; U Q t Z 0Q m W W ` } +- I Z Match Line A o t w/ 0 U — I a W L O 3 m J Z 0 U I w No N z J fl L N I o ea ° �1� o W J QW m (] .' t w L Z J N Q I m z I L oz srr r c N J v I p F a w f- E I V) m m c t Z ZD a —° ° I (n Cr CD p W / I I ( 1 N m C, C \ � IIJ I U �o Q LLJ rl m I Q N W J Z +11r ma o ' oL m I Q W L I o J o LLJ m n I m C' O N + a ' Z LL W m N L L (n t I — I 3 L r I L L } Q m vi i ` n ool m r�r► m a o ID in F I P m L P O W 1 r m d�lll ow tl� m ao q z wr o a LTJ a N Match Line A a I I a I o a II Q p II e qA - I I N N a-N W W° e a o a 1 a v o + I H Lu CA N ' n-g d v I1 o m "�' '• W Na O� M o W ID r Y > �l 3 I I PI� II II / II , d A'p C a \ n J II I I 11 m m >° I m L II L I `- C + } I I N N Z O 11 c 11 C o_ } Z i a J N o C I w Match Line 8 L m U o Z N I 0 W J I O a r I �IC 3 I I w an Z L I ~ W 1 o d eU �+ N ON Q n il 4 I N } Q m a I o o a C O � I n L J m a I n m L > n } } T C W 3 m I m L w I I 3 m w O m m o 3 ' m m J I p m p C 3 Q >- m N Y p Y a m o o ar e w I L m t Cl 4 E E } V I t h O } N } C - N m p C C P m N p -O o m m m 41 V Q Y C m O o n �i w a J � of a. c a ` ° Nei I o r m I,° T _ _ �1. LO 0 ao mm z W Match Line A ° La L n E-1 W a N r r.. i 3 1 N 6 a �" a E� G W Cl w a W � AAF WAW O L L D Y iA 3 O C U b{ C.w o n a Z$ L) Q a I +L m `^ N OE f— L N I C m Q7 m N z I- m v -° C�Ao +- �r -C 7t C{I 3 m L W L + I L I } � v ° N v r� m a K N m m i v m a I a vP I c w +- N t W J ~ / V 3 [/ m m Cl. m m E i '1 O +- P I P m I O A U L N O v r \^ W �O W N L 3 m ID ° I Ala a 0 I N 3 L +- v Z i 1 _O W 0 _a W a a O Ix ; I z I 4- +- U L- z+0- m O a m m Z m. I U a o Z +r I z W U, I �' o v I O m m U E o C +- cc s , I O ° I i O m m Q a ° O ' +- +- i Cl i `^ U m CD 1 n L m a C L J a Q CD m " I _v J L a I L , N 3 O m I } W N m m L N J m U U I P u o I Li v U m w I \ a r _v m 3 3 Q L C t t L ° v c II _m m Aw I I P I O I C " Y a C ll ° ` U a L w Q O E L m 3 0 E a c � o � I oo m arr j E i m Q 0 O ow — — N O ago c x W A N z w 0 ti a F Z � r OO QQ 3 0 z � ,Q +rr 14) .r +wr rr � V _O � A CO tq [L � LL- do N v -4 U '4 C U qo CD J < N U CO Q LU � r +{ co b - N _ �+ 7:7 o tn NI ' C Y N O Cl Q� Q C.+ V C `\ Z DWI I O of •C +� O �r0' to kind (n CL U LJI © C N N N N fV GS v isJ am < +r V �wr cj C z Q C cn 7 L G C a Q a c �. U f� E * U > LLI • C fJ I � t � C C N i i N W Q f Lmj � 1 Lj u1 T w o LL-�, t„ • � o z n II I Z `! J 1 vj Z _w N - Y I xx n c cl� C L I i 1 c t ! = ff I IWI ti � ar. CURB LANE LANE LANE CURB LANE CENTER CENTER i IN IN LANE I LANE I I I I I I I I I I I 10' tilt I ( I I I I I I I 6 .(TYP. 24" III 8"(TYP.)—STRIPE "MIN ) dr. I I I 8"(TYP.)—OPEN CONCRETE LANE I (TYP.) LANE iE:8"(TYP.)—STRIPE GUTTER LINE I LINEi TIRE TIRE TIRE I TIRE TRACKS y TRACKS TRACKS TRACKS-` dr TYPICAL_ 4— LANE ROADWAY CONFIGURATION dr APPLIES KEEPING Ti1E lI'I ?MJ PLASTIC/PAI Jl D BAW S r'� ZH �ANB LINE, AhdC) PdT. R OF T��n,1Cli. f ', ru i1L i IdIiJIMI7r_ Dili alp _ i I ' i i # f t 35 31 —31 35 Il o 13 4'-5" 31" 9'-0' I 6'-4" 6'—5 t 45. 2'—3'. i 11' BASED ON TYPICAL 11—FOOT LANE WIDTH AD01"I'I-;I) c17) c r P _ NAM 1F I i I t — 35' 4'-5' 31 rr F-6 4' Ws t i y BASED ON TYPICAL LANE MDTH �r rr ar l f) i1 it I) i. /I �i z a 0 Y ~ E w= °o u E o . to °m2 o E x W 0 IL w kq W aft► O N �r < 7 Ld O O g U n u W U } g m S O — m p N w^ N Q� - —--------------- - --------- c' Z_ aloo-r. 0 :0 w �O .✓--�-----------------------------• -;tee' � � �m � :> W W J d. U 4. \ V Q 2 Q S —_ N- _.__ aw LL- i r g_ c i —P I o-- - { _ K fJ -fit. J41W ( Q w Y i r> J 521 U �— xi f L�R CITY OF RENTON DEPARTMENT OF PLANNING, BUILDING & PUBLIC WORKS 23' VARIES .. 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