Loading...
HomeMy WebLinkAboutContract a f, r Award Date: 9/15/2008 CAG_08-125 Awardedto: EnD General Construction, Inc. 28605 SE 216th Lane Maple Valley, Wa 98038 $428,435.35 Y � O ti Bidding Requirements, City of Renton Forms, Contract Forms, Conditions of MAU MMM the Contract, Plans and Specifications ^� NT ir, Ci ty of Renton Construction of: Citywide Walkway SImprovements if L City of Renton 1055 South Grady Way Renton WA 98057 General Bid Information: 425-430-7266 Project Manager: Ryan Plut 425-430-7372 ® Printed on Recycled Paper Citywide Walkway Improvements (SosZ",Y O� Citywide Walkway Improvements CONTRACT NO. CAG-08-125 ADDENDUM NO. 1 TO THE PLANS AND SPECIFICATIONS Date of Issue: August 20,2008 Date of Bid Opening: September 5,2008 The Bid Documents for the above-named project are modified as described below. Bidders shall take this addendum into .ri 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 disqualifications of his bid. THE BID DOCUMENTS ARE MODIFED AS FOLLOWS: Project Manual: BID PROPOSAL: Schedule of Prices-Schedule B,pages 2 and 5 of 5. Bid items 19- 11LF 6"PVC. SDR35 PIPE WITH YARD DRAIN(page 2 of 5)and 52-SPCC PLAN(page 5 of 5)are deleted from Schedule B and pages 2 and 5 of 5 of Schedule B are replaced with the attached revised pages 2 and 5 of 5 of Schedule B. rr ' Page 1 ?' Wge 1 Addendum#1 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale ru Citywide Walkway Improvements CONTRACT NO. CAG-08-125 ADDENDUM NO. 2 TO THE PLANS AND SPECIFICATIONS Date of Issue: August 22, 2008 Date of Bid Opening: September 5, 2008 The Bid Documents for the above-named project are modified as described below. Bidders shall take this addendum into M 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 M addendum in the space provided in the Proposal Form. Failure to do so may subject the bidder to disqualifications of his bid. THE BID DOCUMENTS ARE MODIFED AS FOLLOWS: Project Manual: BID PROPOSAL: Schedule of Prices In the following bid items,the dollar amount indicated is to be entered and used in the"UNIT PRICE Dollars Cts. .r (figures)"and"AMOUNT Dollars Cts. (figures)"columns: Schedule A- Bid item 34 EROSION/WATER POLLUTION CONTROL 1,250.00 Bid item 60 UTILITY POTHOLING 1,125.00 Schedule B- Bid item 31 EROSION/WATER POLLUTION CONTROL 1,250.00 ,. Bid item 57 UTILITY POTHOLING 875.00 Replace Schedule of Prices Schedules A&B in their entirety with the attached revised Schedule of Prices Schedules A& �r. B Page 1 ge 1 Addendum#2 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale r e*y ��V-) Citywide Walkway Improvements CONTRACT NO. CAG-08-125 ADDENDUM NO. 3 TO THE PLANS AND SPECIFICATIONS Date of Issue: September 2.2008 Date of Bid Opening: September 5,2008 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 disqualifications of his bid. THE BID DOCUMENTS ARE MODIFED AS FOLLOWS: ar Project Manual: Insert the attached ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA form immediately following the • Schedule of Prices James P. Wilhoit,P.E. .. Project Manager .r Page 1 M age 1 Addendum#3 'Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale aw No CITY OF RENTON RENTON, WASHINGTON 40 41 CONTRACT DOCUMENTS for the construction of Aw Citywide Walkway Improvements to PROJECT NO. CAG-08-125 August 2008 BIDDING REQUIREMENTS CONTRACT FORMS CONDITIONS OF THE CONTRACT SPECIFICATIONS PLANS CITY OF RENTON 1055 South Grady Way * Renton, WA 98057 �. Printed on Recycled Paper Citywide Walkway Improvements ow err .. CITY OF RENTON Citywide Walkway Improvements " CONTRACT DOCUMENT TABLE OF CONTENTS PART I,BIDDING INFORMATION Summary of Fair Practices Policy Summary of Americans with Disability Act Policy Scope of Work Vicinity Map +r Instructions to Bidders Call for Bids D A DT TT /"'r%'kTTD A r-T W"1Q7%4S A 11, l\A 1\C\\..1 1'V 1\lTt ' *Combined Affidavit&Certificate Form: Non-Collusion Anti-Trust Claims Minimum Wage Form *Bid Bond Form *Proposal *Schedule of Prices **Subcontractors List ❖Bond to the City of Renton r. ❖Fair Practices Policy Affidavit of Compliance ❖Contract Agreement(Contracts other than Federal-Aid FHWA) ❖City of Renton Insurance Information Form ❖City of Renton Standard Endorsement Form PART III,PROJECT SPECIFIC SPECIAL PROVISIONS PART IV,WSDOT AMENDMENTS TO THE STANDARD SPECIFICATIONS PART V, STANDARD PLANS APPENDIX A,PREVAILING MINIMUM HOURLY WAGE RATES Prevailing Minimum Hourly Wage Rates/Benefit Code Key/WSDLI Policy Statement Statement of Intent to Pay Prevailing Wages(Sample) Affidavit of Prevailing Wages Paid Certificate of Payment of Prevailing Wages PLANS(BOUND SEPARATELY) Documents marked as follows must be submitted at the time noted and must be executed by the Contractor, President and Vice President or Secretary if corporation by-laws permit. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. 4W * Submit with Bid ** Submit with Bid or within 24 hours of bid ❖ Submit at Notice of Award so CITY OF RENTON Planning/Building/Public Works Department 1055 South Grady Way wr Renton,Washington 98057 ■r Citywide Walkway Improvements r PART I BIDDING INFORMATION F CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION NO. 3229 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 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 b` (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of Renton will cooperate fully with all organizations and commissions organized to promote fair practices and a equal opportunity in employment. (3) AFFIRMATIVE ACTION PLAN - The City of Renton Affirmative Action Plan and Equal Employment Program will be maintained and administered to facilitate equitable representation to 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 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. CONCURRED I11�1 by the City Council of the City of RENTON,Washington,this 7ihday of October, 1996. CITY OF REN-I'ON: RENTON CITY COUNCIL: ayor Council President Attest: \ City Cler! 4W Citywide Walkway Improvements rrr CITY OF RENTON SUM WY OFAMERICANS WITH ACT POLICY ADOPTED BYRESOLMONNO. 3007 The policy of the City of Renton is to promote and afford equal buttment and service to all citizens and to assure employment opportunity to persons with disabilities, when the City of Renton can reasonably accommodate the disability. This policy shall be based on the principles of equal employment opportunity, the Americans With Disabilities Act and other applicable guidelines as set forth in f aPP � 8� ederal, 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. Per el decisions will be based on individual perfnrmancp stafn8 requirements, and in accordance with the Americans With Disabilities Act and other applicable laws and regulations. (2) COOPERATION REM HUMAN RIGHTS ORGANIZATIONS - The City of Renton will cooperate fully with all organizations and commissions organized to Promote fair practices and equal opportunity for persons with disabilities in V employment and receipt of City services,activities and programs. (3) AMERICANS WITH DISABILITIES ACT POLICY-The City of Renton Americans With Disabilities Act Policy will be maintained to facilitate equitable representation within the City work force and to assure equal employment opportunity and equal access to City services, activities and programs to all people with disabilities. It shall be the responsibility and the duty of all City officials and employees to carry out the policies and guidelines as set forth in this policy (4) CONTRACTOR' 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: «r Mayor cil President wr Attest: or City Clerk VU ++r Citywide Walkway Improvements �r CITY OF RENTON Walkway Improvements—Citywide, CAG-08-125 SCOPE OF WORK The work involved under the terms of this contract document shall be full and complete installation of the facilities, as shown on the plans and as described in the construction specifications,to include but not be limited to: The improvement of Jones Avenue NE in the City of Renton by constructing new sidewalks, driveways; and the installation of curb ramps into existing sidewalks. The work includes *V demolition and removal of existing asphalt or concrete pavement, sidewalks, and storm drainage, constructing new cement concrete sidewalks, asphalt or cement concrete pavements, storm drainage, adjustment of existing utilities together with all required appurtenances, landscaping, :r and complete restoration and other work, all in accordance with the Contract Provisions and Standard Specifications. 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 60 working days will be allowed for the r completion of this project. 1r air +iwr ++r 04_SCOPE.DOC\ rl. Vicinity Map, Renton, WA - z sr ; sr 414r_ Na J�,rlr =�= E � "' May Creek Park --�' M " - ' h q fr - L k eri , art W 5 hi. r' n g # 0 t! � U ea � r 1�t s# 2 33 �1? Am f 900 90d D aMtr Z St m 0 Mi 0.2 0.4 0.6 0.8 rr arlt r am rr MO Copyright©1988-2001 Microsoft Corp.and/or its suppliers.All rights reserved. http://www.microsoft.coMstreets Q Copyright 2000 by Geographic Data Technology,Inc.All rights reserved.0 2000 Navigation Technologies.All rights reserved.This data includes information taken with permission from AM Canadian authorities©Her Majesty the Queen in Right of Canada.0 Copyright 2000 by Compusearch Micromarketing Data and Systems Ltd. age 8 Vicinity Map '1-lovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale INSTRUCTIONS TO BIDDERS 1. Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City Clerk,Renton City Hall,until the time and date specified in the Call for Bids. .r At this time the bids will be publicly opened and read, after which the bids will be considered and the award made as early as practicable. .r No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms attached hereto. r 2 Any omissions, discrepancies or need for interpretation should be brought, in writing, to the attention of the Project Engineer. Written addenda to clarify questions that arise may then be issued. No oral statements by Owner, Engineer, or other representative of the owner shall, in any way,modify the contract documents,whether made before or after letting the contract. 3 The work to be done is shown in the plans and/or specifications. Quantities are understood to be only approximate. Final payment will be based on actual quantities and at the unit price bid. The City reserves the right to add or to eliminate portions of that work as deemed necessary. yilr 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. rr. 5. The bid price for any item must include the performance of all work necessary for completion of that item as described in the specifications. sir 6. The bid price shall be stated in terms of the units indicated and as to a total amount. In the event of errors, the unit price bid will govern. Illegible figures will invalidate the bid. 7. The right is reserved to reject any and/or all bids and to waive informalities if it is deemed advantageous to the City to do so. 8. A certified check or satisfactory bid bond made payable without reservation to the Director of Finance of the City of Renton in an amount not less than 5% of the total amount of the bid shall accompany each bid proposal. Checks will be returned to unsuccessful bidders immediately following the decision as to award of contract. The check of the successful bidder will be returned provided he enters into a contract and furnishes a satisfactory performance bond covering the full amount of the work within ten days after receipt of notice of intention to award contract. Should he fail, or refuse to +� do so,the check shall be forfeited to the City of Renton as liquidated damage for such failure. 9. All bids must be self-explanatory. No opportunity will be offered for oral explanation except as the �. City may request further information on particular points. 10. The bidder shall, upon request, furnish information to the City as to his financial and practical ability 1W to satisfactorily perform the work. 11. Payment for this work will be made in Cash Warrants. qW 12. The contractor shall obtain such construction insurance (e.g. fire and extended coverage, worker's compensation, public liability, and property damage) as indicated on forms enclosed herein and as identified within Specification Section 1-07.18. low 1W Revised:04/06 bh VW 13. The contractor, prior to the start of construction, shall provide the City of Renton a detailed bar chart 00 type construction schedule for the project. 14 Before starting work under this contract,the Contractor is required to supply information to the City of 40 Renton on all chemical hazards Contractor is bringing into the work place and potentially exposing City of Renton Employees. 0 15. Payment of retainage shall be done in accordance with Section 1-09.9(1) "Retainage". 16. Basis For Approval wr The construction contract will be awarded by the City of Renton to the lowest, responsible,responsive bidder. The bidder shall bid on all bid schedules items of all schedules set forth in the bid forms to be considered responsive for award. The total price of all schedules will be used to determine the successful low responsive bidder. Partial bids will not be accepted. The owner reserves the right to award any or all schedules of the Bid to meet the needs of the City. The intent is to award to only one BIDDER. 17. Trench Excavation Safety Systems ir. As required by RCW 39.04.180, on public works projects in which trench excavation will exceed a depth of four feet,any contract therefor shall require adequate safety systems for the trench excavation ++� that meet the requirements of the Washington Industrial Safety and Health Act, Chapter 49.17 RCW. These requirements shall be included in the Bid Schedule as a separate item. The costs of trench safety systems shall not be considered as incidental to any other contract item and any attempt to +r 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 rr work regardless of any contractual relationship which may exist, or be alleged to exist, between the CONTRACTOR and any laborers,workmen,mechanics or subconsultants. ow The most recent issue of the prevailing wage rates are included within these specifications under section titled"Prevailing Minimum Hourly Wage Rates". The Contractor is Responsible for obtaining updated issues of the prevailing wage rate forms as they become available during the duration of the 4W contract. The wage rates shall be included as part of any subcontracts the Contractor may enter into for work on this project. W 19. Pollution Control Requirements Work under this contract shall meet all local, state and federal requirements for the prevention of to environmental pollution and the preservation of public natural resources. The CONTRACTOR shall conduct the work in accordance with all applicable pollution control laws. The CONTRACTOR shall comply with and be liable for all penalties, damages, and violations under Chapter 90.48 RCW, in performance of the work. The CONTRACTOR shall also comply with Article 4 in the Puget Sound Air Pollution Control Agency Regulation III regarding removal and encapsulation of asbestos materials. Revised:04/06 bh �w r� 20. Standard Specifications All work under this contract shall be performed in accordance with the following standard specifications except as may be exempted or modified by the City of Renton Supplemental Specifications, Special Provisions other sections of these contract documents. These standard specifications are hereby made a part of this contract and shall control and guide all activities within this project whether referred to directly,paragraph by paragraph,or not. I. WSDOT"2008 Standard Specifications for Road,Bridge and Municipal Construction" hereinafter referred to by the abbreviated title "Standard Specifications." A. Any reference to"State," "State of Washington," "Department of Transportation," "WSDOT,"or any combination thereof in the WSDOT/APWA standards shall be modified to read "City of Renton,"unless specifically referring to a standard specification or test method. B. All references to measurement and payment in the WSDOT/APWA standards shall be deleted and the measurement and payment provisions of Section 1-09.14,Measurement and Payment(added herein)shall govern. 21. If a soils investigation has been completed, a copy may be included as an appendix to this document. If one has not been provided for this project by the City or Engineer, the Bidders shall familiarize themselves adequately with the project site and existing subsurface condition as needed to submit their bid. Upon approval of the City,the Bidder may make such subsurface explorations and investigations as they see fit. The Bidder shall be responsible for protection of all existing facilities, utilities and other buried or surface improvements and shall restore the site to the satisfaction of the City. 22 Bidder's Checklist It is the responsibility of each bidder to ascertain if all the documents listed on the attached index are included in their copy of the bid specifications. If documents are missing, it is the sole responsibility of the bidder to contact the City of Renton to obtain the missing documents prior to bid opening time. +�+ i( Have you submitted,as part of your bid,all documents marked in the index as"Submit With Bid` Has bid d no dlor certified check been enclosed? GIs the amount of the bid guaranty at least 5 percent of the total amount of bid including sales tax? Has the proposal been signed? V,-' rr Have you bid on ALL ITEMS and ALL SCHEDULES? Have you submitted the Subcontractors List(If required) .j 't (Y A Have you reviewed the Prevailing Wage Requirements? err y� Have you certified receipt of addenda,if any?t/ L�% do rr rr Revised:04/06 bh wage 11 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale CAG-08-125 CITY OF RENTON CALL FOR BIDS Citywide Walkway Improvements rr Sealed bids will be received until 2:30 p.m., Friday, September 5, 2008, at the City Clerk's office, 7t' floor and will be opened and publicly read in conference room 521 on the 5t'floor, Renton City Hall, rr 1055 South Grady Way,Renton WA 98057, for the Citywide Walkway Improvements project. The work to be performed within 60 working days from the date of commencement under this contract shall include,but not be limited to: Construction of new storm drainage, sidewalks, driveways, and curb ramps. The work includes demolition and removal of existing asphalt or concrete pavement, sidewalks, and storm drainage, constructing new cement concrete sidewalks, asphalt or cement concrete pavements, storm drainage, adjustment of existing utilities together with all required appurtenances, and complete restoration and other work, all in accordance with the Contract Provisions and Standard Specifications. .m 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 Friday, August 15, 2008. Plans, specifications, addenda, and plan holders list for this project are available on-line through Builders Exchange of Washington,Inc., at http://www/bxwa.com. Click on"bxwa.com"; "Posted Projects"; "Public Works", "City of Renton", "Projects Bidding". (Note: Bidders are encouraged to"Register as a Bidder,"in order to receive automatic email notification of future addenda and to be placed on the"Bidders List.") Questions about the project shall be addressed to , Ryan Plut, City of Renton,Public Works-Transportation, 1055 Grady Way,Fifth Floor,Renton,WA, 98057,phone(425)430-7372, fax(425)430-7376. A certified check or bid bond in the amount of five percent (5%) of the total of each bid must accompany each bid. +rr The City's Fair Practices,Non-Discrimination, and Americans with Disability Act Policies shall apply. Bonnie 1. Walton, City Clerk Published: Daily Journal of Commerce Friday,August 15, 2008 Daily Journal of Commerce Friday,August 22,2008 Daily Journal of Commerce Friday,August 29,2008 RECEIVED AUG 19 2008 S sportation Tran rr yst"s Div. 07_CALL_E.D00 L PART II L CONTRACT FORMS CITY OF RENTON Combined Affidavit and Certification form: rr Non-Collusion,Anti-Trust,and Minimum Wage (Non-Federal Aid) NON-COLLUSION AFFIDAVIT m Being duly sworn,deposes and says,that he is the identical person who submitted the foregoing proposal or bid, and that such bid is genuine and not sham or collusive or made in the interest or on behalf of any person not therein named, and further, that the deponent has not directly induced or solicited any other Bidder on the foregoing work or equipment to put in a sham bid, or any other person or corporation to refrain from bidding, and that deponent has not in any manner sought by collusion to secure to himself or to any other person any advantage over other Bidder or Bidders. AND CERTIFICATION RE: ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER Vendor and purchaser recognize that in actual economic practice overcharges resulting from anti-trust violations are in ■ fact usually borne by the purchaser. 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 „t„ order or contract. In addition, vendor warrants and represents that such of his suppliers and subcontractors shall assign any and all such claims to purchaser,subject to the aforementioned exception. At AND MINIMUM WAGE AFFIDAVIT FORM 1,the undersigned,having been duly sworn, deposed, say and certify that in connection with the performance of the work ro of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work; not less than the prevailing rate of wage or not less than the minimum rate of wages as specified in the principal contract: that I have read the above and foregoing statement and certificate, know the contents thereof and the substance in as set forth therein is true to my knowledge and belief. FOR: NON COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER AND MINIMUM WAGE AFFIDAVIT l"r �.}3 II+.kJ.., 4-�14� j t (, 1.,:, 4 Qt! - _tiJ _ 3 __ i � -•t d � I i r t�t o k t i rr Name of Project Name of Bidder's Firm �y 0--r. in '4"4'(XAW Signature(of Authorized Representative of Bidder Subscribed and sworn to before me on this `7 ' day of�,2008. �t Notary Pu41ic No ry Public in and for the State of Washington State of JESSICA A Ca OSAW ry(Print)Nota Print < SI C�;S � �L,! .S(,�A My Appointment Expim Jon 16. 2010 My appointment expires: 00 _, 2.v i y rr Citywide Walkway Improvements age 14 Combined Affidavit and Certification Form 9rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale rr .r� BID BOND FORM Herewith find deposit in the form of a certified check, cashier's check, cash, or bid bond in the amount of$s. {, { C which amqu[a{is not less than five percent of the total bid. Signature Know All Men by These Presents: That we, EnD General Construction, Inc. as Principal, and irst National Insurance Company of America as Surety, are held and firmly bound unto the City of Renton, as Obligee, in the penal sum of five percent (5%) of total bid amount--- Dollars, for the payment of which the Principal and the Surety bind themselves,their heirs, executors, administrators, successors and assigns,jointly and severally,by these presents. rr The condition of this obligation is such that if the Obligee shall make any award to the Principal for Citywide Walkway Improvements according to the terms of the proposal or bid made by the Principal rr therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure to do so, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids,then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. do SIGNED, SEALED AND DATED THIS 5th DAY OF September ,2008 EnD General Construction, Inc. Principal As First tional Insurance Company of America —- . S w Jim S. Kuich, Attorney-in-fact Received return of deposit in the sum of$ w Citywide Walkway Improvements rr Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale rw POWER First National Insurance Company of America * O Safeco Plaza F ATTORNEY Seattle,WA 98185 NR No. 7351 KNOW ALL BY THESE PRESENTS: That FIRST NATIONAL INSURANCE COMPANY OF AMERICA,a Washington corporation,does hereby appoint **************STEVEN K.BUSH;BRANDON K.BUSH;M.J.COTTON;JIM W.DOYLE;CHAD M.EPPLE;JULIE M.GLOVER; DARLENE JAKIELSKI;JIM S.KUICH;THERESA A.LAMB;MICHAEL A.MURPHY; NANCY J.OSBORNE;ANDY D.PRILL, S.M.SCOTT;STEVE WAGNER;Bothell,Washington************************************************************** its true and lawful attorney(s)-in-fact, with full authority to execute on behalf of the company fidelity and surety bonds or undertakings and other documents of a similar character issued by the company in the course of its business,and to bind FIRST NATIONAL INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duly executed by its regularly elected officers at its home office. IN WITNESS WHEREOF,FIRST NATIONAL INSURANCE COMPANY OF AMERICA has executed and attested these presents No this 9th day of January 2007 STEPHANIE DALEY-WATSON,SECRETARY TIM MIKOLAJEWSKI,SENIOR VICE-PRESIDENT,SURETY CERTIFICATE Extract from the By-Laws of FIRST NATIONAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. -FIDELITY AND SURETY BONDS ...the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business...On any instrument making or evidencing such appointment,the signatures may be affixed by facsimile.On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; ' provided,however,that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of FIRST NATIONAL INSURANCE COMPANY OF AMERICA adopted July 28,1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V,Section 13 of the By-Laws,and (ii) A copy of the power-of-attorney appointment,executed pursuant thereto,and (iii) Certifying that said power-of-attorney appointment is in full force and effect, AW the signature of the certifying officer may be by facsimile,and the seal of the Company may be a facsimile thereof." I,Stephanie Daley-Watson ,Secretary of FIRST NATIONAL INSURANCE COMPANY OF AMERICA,do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of this corporation, and of a Power of Attorney issued pursuant thereto,are true and correct, and that both the By-Laws,the Resolution and the Power of Attorney are still in full force ++� and effect. IN WITNESS WHEREOF,I have hereunto set my hand and affixed the facsimile seal of said corporation C this day of --'���C�h so 01111111111 5��,�ticE ra b SEAL ./ -4 'u/ 1928 . STEPHANIE DALEY-WATSON,SECRETARY go S-1049/DF 4/05 * • Safeco®and the Safeco logo are registered trademarks of Safeco Corporation. WEB PDF gI ■Mr w do CITY OF RENTON +W CAG-08-12.S" WALKWAY IMPROVEMENTS-CITYWIDE 40 PROPOSAL TO THE CITY OF RENTON RENTON, WASHINGTON Ladies and/or Gentlemen: The undersigned hereby certify that the bidder has examined the site of the proposed work and have read and thoroughly understand the plans,specifications and contract governing the work embraced in this improvement,and the method by which payment will be made for said work,and hereby propose to undertake and complete the work embraced in this improvement,or as much thereof as can be completed with the money available,in accordance with the said plans, specifications and contract and the following schedule of rates and prices: 'L C (Note:Unit prices for all items,all extensions;and total amount of bid should be shown. Show unit prices only in figures.) ~� wo Printed Name: .,r Signature: Address: Y.-t Y Names of Members of Partnership: �r OR Name of President of Corporation Name of Secretary of Corporation Corporation Organized under the laws of ..° r'1 } ;�•„�_ , With Main Office in State of Washington at C-- `;1,I i t 10 PROP.DOC\ ge 16 Proposal rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale AN Citywide Walkway Improvements (Note: Unit prices for all items,all extentions,and total amount of bid must be shown. Show unit prices in figures only.) ITEM VUANTITY PPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. (Unit Prices to be Written in Figures only) Dollars Cts. Dollars Cts. rr 1 1 MOBILIZATION L.S. $ i I o`i / '/ i`I per L.S. figures 2 0.17 CLEARING AND GRUBBING ACRE $ "i}A ('I I " !_ .>. . ' . 1 �.. �. {°, i' p RE figures 3 2,050 SAWCUT EXISTING ASPHALT PAVEMENT rr LF $A 1t per LF figures �r 4 29 SAWCUT EXISTING CONCRETE LF per LF figures 5 1 REMOVING EXISTING TREE EACH per EACH figures rr 6 4 REMOVING DRAINAGE STRUCTURE EACH per EACH figures 7 1 REMOVING EXISTING RETAINING WALL L.S. $ i ; ,� per L.S. figures 8 3 REMOVING CEMENT CONC. PAVEMENT e S.Y. $ V L I_-' per S.Y. figures rr 9 23 REMOVING CEMENT CONC.SIDEWALK S.Y. $L1 per S.Y. figures rr 10 33 REMOVING CEMENT CONC. CURB AND GUTTER L.F. $ : �(. ,' / _ .r per L.F. figures 11 473 REMOVING ASPHALT CONC. PAVEMENT S.Y. $ per S.Y. figures rtr Schedule A Page 1 of 6 ,age 2 Schedule A Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale rr .. Citywide Walkway Improvements (Note: Unit prices for all items,all extentions,and total amount of bid must be shown. Show unit prices in figures only.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Figures only) Dollars Cts. Dollars Cts. . � 12 78 REMOVING GRAVEL PAVEMENT S.Y. $�x : 4 �_ I �• . per S.Y. figures 13 38 REMOVING STORM SEWER PIPE L.F. per L.F. figures .r 14 505 ABANDON EXISTING PIPE L.F. $ per L.F. figures 15 200 ROADWAY EXCAVATION INCL. HAUL _ . C.Y. per C.Y. figures 16 32 GRAVEL BORROW INCLUDING HAUL TON per TON )�. 4. , :F . figures 17 2 CONCRETE INLET WITH STD GRATE EACH per EACH figures rr 18 145 STRUCTURE EXCAVATION CLASS B INCL. HAUL C.Y. per C.Y. figures 19 2 CATCH BASIN TYPE 1 EACH per EACH figures 20 2 CATCH BASIN TYPE 2 481N. DIAM. EACH $ rr per EACH figures 21 1 11 LF 6" PVC. SDR35 PIPE WITH YARD DRAIN L.S. per L.S. figures 22 503 CORRUGATED POLYETHYLENE STORM SEWER PIPE 12 IN. DIAM. L.F. $ (c,`I"lie t i per L.F. figures Schedule A Page 2 of 6 age 3 rrovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Citywide Walkway Improvements (Note: Unit prices for all items,all extentions,and total amount of bid must be shown. Show unit prices in figures only.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Figures only) Dollars Cts. Dollars Cts. do 23 30 DUCTILE IRON SEWER PIPE 8 IN. DIAM. L.F. per L.F. figures 24 1 DEBRIS BARRIER EACH $'' ` r t_ per EACH •' a - �� +' figures �r 25 1 TRENCH SAFETY SYSTEM L.S. $ qC' C'(' per L.S. figures 26 1 RESETTING EXISTING HYDRANT EACH $ If 3 per EACH figures 27 11 GRAVEL BACKFILL FOR WALL rr C.Y. per C.Y. figures 28 594 GRAVEL BASE TON per TON figures 29 322 CRUSHED SURFACING TOP COURSE - TON per TON figures rr 30 55 HMA CL. 1/2 IN. PG 64-22 TON $ ; C; A. i ► ++nr per TON figures 31 19 CATCH BASIN INLET PROTECTION rr EACH $ _ L r i 17- per EACH figures - 32 80 TOPSOIL TYPE A .r C.Y. $ r per C.Y. figures ++• 33 481 SEEDING, FERTILIZING,AND MULCHING S.Y. $t .. . ' per S.Y. figures rr rr Schedule A Page 3 of 6 age 4 Movided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Citywide Walkway Improvements (Note: Unit prices for all items,all extentions,and total amount of bid must be shown. Show unit prices in figures only.) As ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. UANTITY (Unit Prices to be Written in Figures only) Dollars Cts. Dollars Cts. 34 1 EROSION/WATER POLLUTION CONTROL EST. $ 1,250.00 $ 1,250.00 per EST. figures 35 481 SEEDED LAWN INSTALLATION S.Y. $t . ell -tl i4- 1 'Li per S.Y. rr figures 36 80 BARK MULCH C.Y. per C.Y. figures �_Er. 37 40 ROOT BARRIER 12"DEPTH L.F. per L.F. figures 38 38 CEMENT CONC. PED. CURB ra L.F. $ 11 , &c.1 per L.F. figures 39 773 CEMENT CONC. TRAFFIC CURB AND GUTTER L.F. $ )` rj c ` `� , per L.F. figures war 40 200 PLASTIC CROSSWALK LINE S.F. per S.F. figures 41 15 PLASTIC STOP LINE L.F. $ dA per L.F. figures 42 1 TRAFFIC CONTROL L.S. $ , per L.S. 'figures 43 6 ADJUST EXISTING WATER VALVE BOX TO GRADE W. EACH I '- i . S per EACH figures 44 2 RELOCATE/ADJUST EXISTING WATER METER EACH $;°j t per EACH figures Schedule A Page 4 of 6 age 5 Movided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale An Citywide Walkway Improvements (Note: Unit prices for all items,all extentions,and total amount of bid must be shown. Show unit prices in figures only.) an ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. UANTITY (Unit Prices to be Written in Figures only) Dollars Cts. Dollars Cts. on 45 2 RELOCATE EXISTING STREET SIGNS EACH per EACH figures 46 2 RELOCATE EXISTING CABLE BOXES EACH $ �- "i, 0- c-`1 (.. per EACH (` ; . � • l`c^` figures 47 204 RELOCATE EXISTING WOOD RETAINING WALL SF .■ per SF figures 48 2 STANDARD FRAME&GRATE EACH $, 7: CF :C~ Litre dot,. per EACH figures 49 2 SOLID LOCKING LID& FRAME EACH $ . ,. f r c, . •x. {. per EACH figures 50 473 CEMENT CONC. SIDEWALK S.Y. $ i .4 per S.Y. figures ,r. 51 2 CEMENT CONC. CURB RAMP TYPE 2 - per EACH figures 52 1 CEMENT CONC. CURB RAMP TYPE 4A EACH t r per EACH figures 53 125 CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE R1 S.Y. per S.Y. figures 54 1 SPCC PLAN L.S. $ l C n per L.S. figures 55 2 CONNECTION TO EXISTING CATCH BASIN EACH per EACH figures .. Schedule A Page 5 of 6 - „gage 6 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale rr Citywide Walkway Improvements (Note: Unit prices for all items,all extentions,and total amount of bid must be shown. Show unit prices in figures only.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Figures only) Dollars Cts. Dollars Cts. .r 56 1 CONTRACTOR SUPPLIED SURVEYING L.S. $q � ,�L, ,%.: x. > per'L.S. figures 57 2 CONNECT STORM STRUCTURE TO EXISTING STORM PIPE EACH per EACH figures 58 50 MODULAR BLOCK WALL S.F. $..�`�,��� per S.F. figures 59 1 FINISH AND CLEANUP L.S. $ t lse ! per L.S. figures 60 1 UTILITY POTHOLING EST. $ 1,125.00 $ 1,125.00 per EST. figures Total Schedule"A" (North of NE 24th Street) rir rr� rr rr rr rr Schedule A Page 6 of 6 ege 7 vided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale on an Citywide Walkway Improvements (Note: Unit prices for all items,all extentions,and total amount of bid must be shown. Show unit prices in figures only.) 00 ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Figures only) Dollars Cts. Dollars CIS. .rt 1 1 MOBILIZATION L.S. $ z `� f �-' l� ! � f �'L -��� '�(.p .j, I� per L.S. figures 2 0.25 CLEARING AND GRUBBING f M1 ACRE per ACRE figures 3 2,650 SAWCUT EXISTING ASPHALT PAVEMENT LF per LF figures qtr 4 72 SAWCUT EXISTING CONCRETE LF per LF figures 5 1 REMOVING EXISTING RETAINING WALL L.S. ^- / per L.S. figures P!e 6 52 REMOVING CEMENT CONC.PAVEMENT S.Y. $ ) ! C --A per S.Y. figures rr 7 6 REMOVING CEMENT CONC.SIDEWALK S.Y. $ �: per S.Y. figures 8 6 REMOVING CEMENT CONC.CURB AND GUTTER L.F. irs per L.F. figures 9 1,953 REMOVING ASPHALT CONC.PAVEMENT S.Y. $'t, C;;r t� el �+r per S.Y. figures 10 46 REMOVING GRAVEL PAVEMENT S.Y. per S.Y. figures 11 31 REMOVING STORM SEWER PIPE L.F. $ ;/: C.�, i-I . C "r per L.F. figures 12 150 ABANDON EXISTING PIPE L.F. per L.F. P figures rr� rir Schedule B page 1 of 5 „age 8 Schedule B Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale .r Citywide Walkway Improvements (Note: Unit prices for all items,all extentions,and total amount of bid must be shown. Show unit prices in figures only.) go ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Figures only)Y) Dollars Cts. Dollars Cts. 13 345 ROADWAY EXCAVATION INCL.HAUL .rn C.Y. $A V,A i . - .'A(E per C.Y. figures 14 28 GRAVEL BORROW INCLUDING HAUL TON $01 per TON figures 15 3 CONCRETE INLET WITH STD GRATE as EACH $ j'''t�i)r �^ � Cf per EACH figures wo 16 235 STRUCTURE EXCAVATION CLASS B INCL.HAUL C.Y. $ l It per C.Y. I`� •`�� ;,� ��. �,4'_j figures Am 17 2 CATCH BASIN TYPE 1 EACH per EACH figures we 18 6 CATCH BASIN TYPE 2 48 IN.DIAM. EACH $C,-1�rrI-)1 t L(` per EACH figures w 20 841 CORRUGATED POLYETHYLENE STORM SEWER PIPE 12 IN.DIAM. L.F. $ « , t 1 per L.F. figures �r 21 60 DUCTILE IRON SEWER PIPE 8 IN.DIAM. L.F. $ q. J •� per L.F. figures rw 22 1 TRENCH SAFETY SYSTEM L.S. per L.S. figures r 23 2 RESETTING EXISTING HYDRANT EACH $1+ �- . i t i! I s Mill per EACH figures 24 1,119 GRAVEL BASE Z ; r TON $I ,� � � _� •. `, s`��- ,tl�. r" ;; im per TON figures 25 618 CRUSHED SURFACING TOP COURSE TON $"A` r� per TON figures tar Schedule B page 2 of 5 ,age 9 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale do 40 Citywide Walkway Improvements (Note: Unit prices for all items,all extentions,and total amount of bid must be shown. Show unit prices in figures only. ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT "� NO. QUANTITY (Unit Prices to be Written in Figures only) Dollars Cts. Dollars Cts. 26 1180 HMA CL. 1/2 IN.PG 64-22 TON $i A r ;7 / 7 . d_ as per TON figures 27 321 SILT FENCE L.F. As per L.F. figures 28 16 CATCH BASIN INLET PROTECTION $ - t'/t as EACH per EACH C 1 •`f(" figures 29 62 TOPSOIL TYPE A C.Y. $ per C.Y. figures 30 374 SEEDING,FERTILIZING,AND MULCHING S.Y. $, - / u." per S.Y. figures 31 1 EROSION/WATER POLLUTION CONTROL EST. $ 1,250.00 $ 1,250.00 per EST. figures 32 374 SEEDED LAWN INSTALLATION wr S.Y. $ (f La �c j• per S.Y. figures 33 62 BARK MULCH 0 C.Y. $ a F 't )C — !I v; per C.Y. figures 34 100 ROOT BARRIER 12"DEPTH rw L.F. per L.F. figures 7 35 19 CEMENT CONC.PED.CURB L.F. $ per L.F. figures 40 36 1,332 CEMENT CONC.TRAFFIC CURB AND GUTTER L.F. $ I per L.F. figures s 37 200 PLASTIC CROSSWALK LINE S.F. $ per S.F. figures rn 38 15 PLASTIC STOP LINE L.F. $I `r/, )Y; per L.F. figures ;'L' )° .r ,o Schedule B page 3 of 5 ,,age 10 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Citywide Walkway Improvements (Note: Unit prices for all items,all extentions,and total amount of bid must be shown. Show unit prices in figures only.) ITEM APPROX.1 ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Figures only) Dollars Cts. Dollars Cts. 39 1 TRAFFIC CONTROL L.S. $ :.i-6.,(c', C �1 k C- . per L.S. figures 40 3 ADJUST EXISTING WATER VALVE BOX TO GRADE EACH as per EACH figures 41 5 RELOCATE/ADJUST EXISTING WATER METER EACH $!/�), . 'Ili P %} 9i. per EACH figures 42 1 RELOCATE EXISTING STREET SIGNS EACH $4"f l''t ,,C. ( L` .,:'�: � per EACH figures 43 8 RELOCATE EXISTING MAIL BOXES EACH $ 1 /-�', -A rte l c C' .t per EACH figures 44 140 RELOCATE EXISTING ROCKERY syr SF $� a per SF figures 45 1 VANED GRATE&FRAME EACH $. 1-1111j- :�c I per EACH figures 46 3 STANDARD FRAME&GRATE uw EACH per EACH figures 47 4 SOLID LOCKING LID&FRAME r EACH $ •" `� per EACH figures aw 48 661 CEMENT CONC.SIDEWALK S.Y. $ -7 Cl, 1 ,A ti . P/ } I per S.Y. figures .r 49 1 CEMENT CONC.CURB RAMP TYPE 2 EACH $ CC"C.I per EACH figures Am 50 1 CEMENT CONC.CURB RAMP TYPE 4A EACH per EACH figures 51 246 CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE R1 S.Y. $ //, i t' �, r per S.Y. figures ,rr Schedule B page 4 of 5 .age 11 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale 4° Citywide Walkway Improvements (Note: Unit prices for all Items,all extentions,and total amount of bid must be shown. Show unit prices in figures only.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT Aw NO. QUANTITY (Unit Prices to be Written in Figures only) Dollars Cts. Dollars CIS. 53 1 CONNECTION TO EXISTING CATCH BASIN EACH $ } 6 per EACH figures 54 1 CONTRACTOR SUPPLIED SURVEYING L.S. per L.S. figures 55 1 CONNECT STORM STRUCTURE TO EXISTING STORM PIPE EACH $ .t AN per EACH figures 56 1 FINISH AND CLEANUP L.S. $, t k .`(` Orr per L.S. figures 57 1 UTILITY POTHOLING EST. $ 875.00 $ 875.00 10 per EST. figures ," Total Schedule"B" (South of NE 24th Street) )� as J!'w Total Schedule"A" (North of NE 24th Street) Total Schedule"B" (South of NE 24th Street) i sr Total Bid(A+B) ,4 ���� 35 " E s AN AM me ar rr Schedule B page 5 of 5 age 12 Trovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale III. PROJECT PROPOSAL CITY OF RENTON rr ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA: NO. DATE NO DATE NO. DATE air ON SIGNED j . TITLE i. NAME OF COMPANY ADDRESS 41. CITY/STATE/ZIP TELEPHONE CITY OF RENTON STATE CONTRACTORS BUSINESS LICENSE LICENSE rr rr CONTRACT CAG-08-125 ADDENDUM NO. 3 age 2 Acknowlegement of Receipt of Addenda 'Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SUBCONTRACTOR LIST RCW 39.30-060 requires that for all public works contracts exceeding $1,000,000 that the bidder submit the names of all heating, ventilation and air conditioning, and plumbing subcontractors as described in chapter 18.106 RCW, and electrical subcontractors as described in chapter 19.28 RCW (this also includes the control system integrator subcontractor as well as other electrical subcontractors). a If the subcontractors names are not submitted with the bid, or within one (1) hour after the published bid submittal time OR if two or more subcontractors are named to perform the same work, then the bid shall be considered nonresponsive and,therefore,void. Complete the following: If awarded the contract, will contract with the following subcontractors for the performance of heating,ventilation and air conditioning,plumbing,and electrical (including automatic controls)work: ■r Bid Item(s) Subcontractor Name Address Phone No. State Contractor's License No. ®r Bid Item(s) Subcontractor Name Address Phone No. State Contractor's License No. rr Bid Item(s) Subcontractor Name Address rr Phone No. State Contractor's License No. Bid Item(s) rr Subcontractor Name Address .r Phone No. State Contractor's License No. „r Bid Item(s) Subcontractor Name Address Phone No. State Contractor's License No. ..r h:\division.s\transpor.tat\design.eng\ryan\projects\walkway 2007\bid package\12_sub.doc Revised 9/2006 age 27 Subcontractor List rrovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale °" Page 2 AN Bid Item(s) Subcontractor Name Address Phone No. State Contractor's License No. r ,rr Si a e uthorized Representative of Bidder dffi Subscribed and sworn to be before me on this —I day of J G�?} , 200L. SWe°of w t on Notary Public in and for JESSICA A COSAM the State of Washington rr My pppoWrngnt Expires±Jon 16, 2010 Notary(Print) .)es S f C ti 1"I C��A fir-' Residing at My appointment expires: c O,n w rri rr ,rr rr M h:\division.s\transpor.tat\dcsign.cng\ryan\projects\walkway 2007\bid package\12_sub.doc Revised 9/2006 age 28 Tovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale BOND TO THE CITY OF RENTON BOND #6586256 ..r KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned EnD General Construction, Inc. First National Insurance Company of America �r as principal, and corporation organized and existing under the laws of the State of Washington 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$426,435.35 * for the payment of which sum on demand we bind ourselves and our successors,heirs,administrators or person representatives,as the case may be. *Four Hundred Twenty Eight Thousand Four Hundred Thirty Five and 35/100 Dollars This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinance of the City of Renton. +rr Dated at Nl(a C i Washington,this ` day of_ ,200-'-0'Q j Nevertheless,the conditions of the above obligation are such that: .r WHEREAS, under and pursuant to Public Works Construction Contract CAG-08- 125 providing for construction of Ci1yEide Walkway Improvements (project name) the principal is required to furnish a bond for the faithful performance of the contract; and �. WHEREAS, the principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth; Wr NOW, TBEREFORE, 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 .r of Renton harmless from any damage or expense by reason of failure of performance as specified in the contract or from defects appearing or developing in the material or workmanship provided or performed under the contract within a period of one year after its acceptance thereof by the City of Renton,then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. EnD General Construction, Inc. First National Insurance Company of America Pri i ipal Surety I'A.0 I Y7-4 `fl aturre Sijr ature Jim S. Kuich V / Attorney—in—fact _ an Title Title _ do Citywide Walkway Improvements Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see ww v.bxwa.com-Always Verify Scale an �rrt POWER First National Insurance Company of America `� .� � s OF ATTORNEY Safeco Plaza Seattle,WA 98185 No. 7351 KNOW ALL BY THESE PRESENTS: That FIRST NATIONAL INSURANCE COMPANY OF AMERICA,a Washington corporation,does hereby appoint air **************STEVEN K.BUSH;BRANDON K.BUSH;M.J.COTTON;JIM W.DOYLE;CHAD M.EPPLE;JULIE M.GLOVER; DARLENE JAKIELSKI;JIM S.KUICH;THERESA A.LAMB;MICHAEL A.MURPHY; NANCY J.OSBORNE;ANDY D.PRILL; S.M.SCOTT;STEVE WAGNER;Bothell, its true and lawful attorney(s)-in-fact, with full authority to execute on behalf of the company fidelity and surety bonds or undertakings and other documents of a similar character issued by the company in the course of its business,and to bind FIRST NATIONAL INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duly executed by its regularly elected officers at its home office. IN WITNESS WHEREOF,FIRST NATIONAL INSURANCE COMPANY OF AMERICA has executed and attested these presents rr this 9th day of January 2007 do STEPHANIE DALEY-WATSON,SECRETARY TIM MIKOLAJEWSKI,SENIOR VICE-PRESIDENT,SURETY CERTIFICATE Extract from the By-Laws of FIRST NATIONAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. -FIDELITY AND SURETY BONDS ...the President, any Vice President,the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business...On any instrument making or evidencing such appointment,the signatures may be affixed by facsimile.On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided,however,that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of FIRST NATIONAL INSURANCE COMPANY OF AMERICA adopted July 28,1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, air (i) The provisions of Article V,Section 13 of the By-Laws,and (ii) A copy of the power-of-attorney appointment,executed pursuant thereto,and (iii) Certifying that said power-of-attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile,and the seal of the Company may be a facsimile thereof." *r I,Stephanie Daley-Watson ,Secretary of FIRST NATIONAL INSURANCE COMPANY OF AMERICA,do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of this corporation, and of a Power of Attorney issued pursuant thereto,are true and correct, and that both the By-Laws,the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF,I have hereunto set my hand and affixed the facsimile seal of said corporation y� this (�1 (s4- day of C� T(,S n ,� o CJ. atllr �SpR��CF�•� `pICPOR,f�� 40 SEAL s Ap 146X_._ 1928 , STEPHANIE DALEY-WATSON,SECRETARY S-1049/13F 4/05 • s Safeco®and the Safeco logo are registered trademarks of Safeco Corporation. Y WEB PDF .r CITY OF RENTON • ,�` FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE 40 ti_ hereby confirms and declares that (Name of contractor/subcontractor/consultant) I. It is the policy of �yr /' at"�; ,.; {` "•,� ,� ��.; �� '�tit _ to offer equal (Name of contractor/subcontractor/consultant) are opportunity to all qualified employees and applicants for employment without regard to the race,creed,color,sex,national origin,age,disability or veteran status. rr zE oi- ( _LA r ,l x r��' complies with all applicable (Name of contractor/subcontractor/consultant) federal,state and local laws governing non-discrimination in employment. III. When applicable, �V` will seek out and (Name of contractor/subcontractor/consultant) negotiate with minority and women contractors for the award of subcontracts. Print Agent/Representative's Name Print Agent/Representative's Title A t/R¢presentative's Signature Date Signed �r. rr Citywide Walkway improvements age 30 Fair Practices Policy Movided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale .. CONTRACTS OTHER THAN FEDERAL-AID FHWA THIS AGREEMENT,made and entered into this_z�__day of_OJy6oz -, 200 ( . by and between THE CITY OF RENTON, Washington, a municipal corporation of the State of Washington, hereinafter referred to as "CITY" and F_n D (cx e_Vx.erc'J Coo 5Vr ckC4 ton , hereinafter referred to as "CONTRACTOR." WITNESSETH: 1) The Contractor shall within the time stipulated, (to-wit: within 6 0 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 CAG No. C1 i ZS for improvement by construction and installation of: Work as described in"Scope of Work",attached hereto. �r 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 4W 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 r to use recycled materials whenever practicable. 2) The aforesaid Contract,entered into by the acceptance of the Contractor's bid and signing of go 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. as a) This Agreement b) Instruction to Bidders c) Bid Proposal "" d) Specifications e) Maps and Plans f) Bid rr g) Advertisement for Bids h) Special Provisions, if any i) Technical Specifications,if any AW wr r Citywide Walkway Improvements low r 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 go 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 w, 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, 4M Contractor however, that if the surety within fifteen (15) days after the serving upon it of such notice of termination does not perform the Contract or does not commence performance thereof, the City itself may take over the work under the Contract and +r prosecute the same to completion by Contract or by any other method it may deem advisable, for the account and at the expense of the Contractor, and his surety shall be liable to the City for any excess cost or other damages occasioned the City thereby. In such event, the City, if it so elects, may, without liability for so doing, take possession of and utilize in completing said Contract such materials, machinery, appliances, equipment, plants and other properties belonging to the Contractor as may be on site of the project and useful therein. 4) The foregoing provisions are in addition to and not in limitation of any other rights or remedies available to the City. 5) Contractor agrees and covenants to hold and save the City, its officers, agents, representatives and employees harmless and to promptly indemnify same from and against any and all claims, actions, damages, liability of every type and nature including all costs and legal expenses incurred by reason of any work arising under or in connection with the Contract to be performed hereunder, including loss of life,personal injury and/or damage to r 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 40 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. 4W The Contractor agrees to name the City as an additional insured on a noncontributory primary basis. In the event the City shall, without fault on its part, be made a party to any aw 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 so enforcement of any of the covenants,provisions and agreements hereunder. a. ++w Citywide Walkway Improvements .ir AW Nothing herein shall require the Contractor to indemnify the City against and hold harmless the City, from claims, demands or suits based solely upon the conduct of the City, its officers or employees and provided further that if claims or suits are caused by or result from the concurrent negligence of(a)the Contractor's agents or employees and(b)the City, 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 aw negligence shall be valid and enforceable only to the extent of the Contractor's negligence or the negligence of the Contractor's agents or employees. Should a court of competent jurisdiction determine that this agreement is subject to RCW go 4.24.115,then,in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the contractor and the city, its officers, officials, employees and volunteers, the contractor's liability 40 hereunder shall be only to the extent of the contractor's negligence. It is further specifically and expressly understood that the indemnification provided herein constitute the contractor's waiver of immunity under the Industrial Insurance Act, Title 51 RCW, solely so for the purposes of this indemnification. This waiver has been mutually negotiated by the parties. The provisions of this section shall survive the expiration or termination of this agreement. 6) Any notice from one party to the other party under the Contract shall be in writing and shall be dated and signed by the party giving such notice or by its duly authorized representative of such party. Any such notice as heretofore specified shall be given by personal delivery .. thereof or by depositing same in the United States mail, postage prepaid, certified or registered mail. 7) The Contractor shall commence performance of the Contract no later than 10 calendar days after Contract final execution, and shall complete the full performance of the Contract not later than_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, rr 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 .r 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) Ow 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 AW 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 arr 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. Citywide Walkway Improvements ■• 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 aw 12. The surety or sureties on such bond or bonds must be duly licensed as a surety in the State of Washington. 11) The Contractor shall verify, when submitting first payment invoice and annually thereafter, to 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 Wrr Contractor shall provide, and obtain City approval of, a traffic control plan prior to conducting work in City right-of-way ,wr dr fm do .r to do Ow .r► Citywide Walkway Improvements MW s 12) The total amount of this contract is the sum of 4� , 43 5 3 J �urAar,dr,e� I�r E(q�'��" io�S�n� FDUrNun&i-_A-tidj Fve karsex.nd Tt tl + written words Cf j e— e l which amount includes Washington State Sales Tax. Payments will be made to Contractor .r 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. wr CONTRACTOR CITY OF RE dw s e rtner/Owner Mayor Denis L w .r ATTEST Secretary Jas n A. Seth, Deputy City Clerk dba Firm Name M check one ❑ Individual ❑ Partnership ;q Corporation Incorporated in A �wr Attention: twr If business is a CORPORATION, name of the corporation should be listed in full and both President and Secretary must sign the contract, OR if one signature is permitted by corporation aw by-laws, a copy of the by-laws shall be furnished to the City and made a part of the contract document. wo 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. 4W wr r Citywide Walkway Improvements w. r TY Insurance Requirements For City of Renton Please provide this document to your insurance agent The 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; can be in tandem with CGL) • Proof of Workers' Compensation coverage(provide the number) • $1,000,000 Professional Liability(if specified in contract) Requirements unique to the City of Renton: • Name the City of Renton as a Primary and Non-contributory Additional Insured on the policy • Due to a statement found at the upper right of the ACORD form,please provide the endorsement naLye(s) from the nolicy(ies),evidencing Primary & Non- contributory coverage • 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 notice to the certificate holder to the left."-per RCW 48.18.290. • Put descriptive text of the project in the "Description of Operations"box • The certificate holder should read: City of Renton ATTN: Ryan Plut 1055 South Grady Way Renton, WA. 98057 • For expeditious review and approval,please forward the Certificate of Insurance and pertinent endorsement page(s)to: City of Renton ATTN: Paulie Sulky—HR&RM 1055 South Grady Way Renton, WA. 98057 Direct any questions, comments or concerns to: Paulie Sulky—425.430.7661/desk 425.430.7650/main 425.430.7665/fax psulk)64ci.renton.wa.us age 36 Insurance Requirements Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale rr rr 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 do SCHEDULE Am Name of Person or Organization „ City of Renton (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. CG 2010 03 97 Owners, Lessees,or Contractors SAMPLE No Completed Operations WCIA Insurance Requirements age 37 Commercial General Liability M`rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID MA DATE(MM/DD/YYYY) ENDGE-1 09/02/08 PRODUC'R THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE iub International Northwest HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR . 0. Box 3018 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 1othell WA 98041-3018 hone: 425-489-4500 Fax:425-489-4501 INSURERS AFFORDING COVERAGE NAIC# ISURED INSURER A: Ohio Casualty Insurance Co. INSURER B: EnD General Construction, Inc. INSURER C: 28605 SE 216th Lane INSURER D: Maple Valley WA 98038 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.AU I TR INSR TYPE OF INSURANCE POLICY NUMBER DATIE(MM/DD/YY)E POLICY DATE(MM/DD/Yl N LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1000000 A • COMMERCIAL GENERAL LIABILITY BKW53464450 06/21/08 06/21/09 PREMISES(Ea occurence) $ 100000 CLAIMS MADE FX7 OCCUR MED EXP(Any one person) $ 10000 • WA Stop Gap PERSONAL&ADV INJURY $ 1000000, X Per Proj/Per Loc GENERAL AGGREGATE $2000000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $2000000 POLICY X JECT I LOC Emp Ben. 1000000 ggqrrrrrr AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT I A X ANY AUTO BAW53464450 06/21/08 06/21/09 (Ea accident) $ 1000000 ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS!UMBRELLA LIABILITY EACH OCCURRENCE $ 1000000 7A X OCCUR 71 CLAIMSMADE US053464450 06/21/08 06/21/09 AGGREGATE $ 1000000 DEDUCTIBLE $ X RETENTION $10000 $ WORKERS COMPENSATION AND TORY LIMITS 17 ER EMPLOYERS'LIABILITY ANY PROP RIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ OTHER T_ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS **************VERIFICATION OF INSURANCE FOR BID PURPOSES ONLY*************** TR.E: THE CITY WIDE WALKWAY IMPROVEMENTS. UPON AWARD OF CONTRACT, THE REQUIRED ENTITIES WILL BE NAMED ADDITIONAL INSUREDS PER ATTACHED IT ENDORSEMENT. COVERAGE AFFORDED IS PRIMARY & NON-CONTRIBUTORY. CERTIFICATE HOLDER CANCELLATION CIRENTO SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL GQMV0VR=MAIL 45 DAYS WRITTEN CITY OF RENTON NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT SHALL ATTENTION: RYAN PLUT IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 1055 S. GRADY WAY RENTON WA 98055 REPRESENTATIVES. AUTHORIZED REPRESENTA ACORD 25(2001/08) //( ©ACORD CORPORATION 1988 p m o a a ,� m m — A C � o D m ro r r z n a p b m i N :{ m G rn m C z 0 A Om Z, a 70 v S i — A _ K D m z o m T ¢ cn 2 rq AN a N G m In A m m D n m d O u 2 rani z D m S2 z rb �D a yr a dW As ~.a A0111111111! If116I11t7E[I1011in!!IIIllru alIanC m dui!ie:!!6� >i� lu! I!mi!uii!!il 11G!!UIt! W ' 6 c r d=_D J y c s n - z . — u o — a o 4 0 — _ c ❑ N WIN ", u O J 1 ° m " 3 1 G� �, o £ o z% 1 m o — ° N z c AN Alm we n 0 - O -m - J •• R v o n c a n r= m do •�•° _ m R- J O n- Z G "'o � 3� ° m c� boom ° c�� mo J -� �° o• � _ - 3 aWl 3 F o ° 3 •m•om� .'.o e ° l 3 ° `2 c n ° £ = 3 IL a^ -• c - N Z C O m z o n me ° r c w a -Zi Y n 40 °' vi w H n •" c°_, v °" o c m c p o m 2 d g n v.° a 3 a Ei ty iv a .p a �° ? - - • _ 9 u � jr tL Am l 1 y m m 1 0 �❑ c 0 g ? D z c ° ° c m f. H ill 111 sl ri Will lull 6�IU @iIUV I IUIIUI F Wililillis Lill III I m p m ➢ C 3 o T a n s n o p vv ' ° 3 =3 r z - x mvv� E 3 Qc °— D vvp w �nn� y n➢ >� '❑ � < n o .'. d = o air °2 7-°c n e v °v K u o ry l K c A ro s a 3o ° Vic? n emu° 3s n an IdW ° C � �r o i � Z m °f 1 1 7 w ? ~ D L ^'a p D D D D 7 � � � p � � m 1[ b_N [ m i d m 7 R � C'I K a• a ° � � -� =m ._m-, m0 w m Aq o z �m � G a ° _.o � � o c < o ` `"-c 7 D z � m - ^ � ,n a d �'a • � N c � N� D? e IN AN cl v - O �a E oS m g - a - .c As NJIaU1811IY1Gi�� i�� �ua���ii�a�il��l ° WW n D G -n w a ❑ p c?n a m W r C C ❑ too p m o n K ? ^ A [ d o A ? = -Da a� � 3 a �� � 3 Kim ❑ 3 ° i3 S n" > `-< .. < ¢w c a a rt ?= z Ego AW 2 p AM a ?s 3 3 £ m n ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID MA DATE(MM/DD/YWy) ENDGE-1 09/02/08 PRODUC,.R THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Hub International Northwest HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P. 0. Box 3018 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Bothell WA 98041-3018 Phone: 425-489-4500 Fax:425-489-4501 INSURERS AFFORDING COVERAGE NAIC# 7yINSURED INSURER A: Ohio Casualty Insurance Co. 7 INSURER B: EnD General Construction, Inc. INSURER 28605 SE 216th Lane INSURER D: Of Maple Valley WA 98038 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 ArMAY 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 YNSR TYPE OF INSURANCE POLICY NUMBER DATE(MM/DD/YY DATE MM/DD/Y`( LIMITS -�..EP.^LLIAB!L!TY EACH OCCURRENCE $ 1000000 7 A X COMMERCIAL GENERAL LIABILITY BKW53464450 06/21/08 06/21/09 PREMIsES(Eaoccurence) $ 100000 CLAIMS MADE a OCCUR MED EXP(Any one person) $ 10000 X WA Stop Gap PERSONAL BADVINJURY $ 1000000. 7 X Per Proj/Per Loc GENERALAGGREGATE $2000000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $200'0000 POLICY X PEA j LOD Emp Ben. 1000000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 7 A X ANY AUTO BAW53464450 06/21/08 06/21/09 (Ea accident) $ 1000000 ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) PROPERTYDAMAGE $ (Per accident) GARAGE LIABILITY AUTOONLY-EAACCIDENT $ ANY AUTO EA ACC $ OTHER THAN AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $1000000 A X I OCCUR CLAIMSMADE US053464450 06/21/08 06/21/09 AGGREGATE $1000000 $ — DEDUCTIBLE $ X RETENTION $10000 $ WORKERS COMPENSATION AND TORY LIMITS ER EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ OTHER DES.Qjzt[PTION OF OPERATIONS/LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS go **************VERIFICATION OF INSURANCE FOR BID PURPOSES ONLY*************** RE: THE CITY WIDE WALKWAY IMPROVEMENTS. UPON AWARD OF CONTRACT, THE AW REQUIRED ENTITIES WILL BE NAMED ADDITIONAL INSUREDS PER ATTACHED ENDORSEMENT. COVERAGE AFFORDED IS PRIMARY & NON-CONTRIBUTORY. CERTIFICATE HOLDER CANCELLATION Ap CIRENTO SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL MAIL 45 DAYS WRITTEN CITY OF RENTON NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT P%MLVDT000=SHALL ATTENTION: RYAN PLUT 1055 S. GRADY WAY IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR to RENTON WA 98055 REPRESENTATIVES. AUTHORIZED REPRESENTA ACORD 25(2001108) ©ACORD CORPORATION 1988 ..r C n0 p O C L' L) O AD m P p -i O i In C D IC O - � m C1 s �1 Z r O Z Z m m A m m °i N 1• S x Z m O ✓ RI � A � O � ti D � � � '.� p O a - O p0 L 3 2 A Z] m C K a ° y f�ii y O m C L q 7 p j S D 3 { 9 m ? O m m z o _ n m D J s v m 2 UJ Z O A n s w C7 —f m in < to D O r m A o. D m cl ca G "O W < A O rt m C � � � - •'•{ C r -J v. D m p fqp is O w m 9 D A v m d O n C i m n v cl� a o a dlfupllililGl!rii' n W ' n m P �.=� 'S .m 41 _ .° a 1xm1 C'1 ^] T335- °J � on�D 2 w �� �� •< a no u wosn � O .°,a a =° 0 0 3 d Tf •`_ '° :. em � £ a n 5 r m > o7-2. wa n°rq n 2 y j _ti � � •C� R 0 � A — a3 � _°. ] o� „m °•'c °c one `o < e05 ZW c •7=� _ � � u}< �OC D^� ARV � ° -� pQ,R•C - G '� - olD ° i n:< 3x � mum ^ n o n n a,- < n � > c r; `• a n n f° m rt m 3 z a .. „ c - � u o a m - v m n m o w C CL 0. ^ m m N 59 m D m ET g - c cn o iVID]suiuu 0 r z m I c o m v c O _ -1 2 n D v: v o ^ ^ dw m as 7g g g 12 Zi- am 3 n 3 7- n n - m3 nnpa =3 E iYll err rrr — - 1 G n C1 C G N 0 X Aw Au _ '_• u� G o 0. 3 lu C .. C O ~ 6W 16 O T ut i �im �im uunu n�m:.oi�uiu m p 3 to u ti � -t O =m:t v n a° 2 .°1 N� a = p f C cKq mop wo ° '° o L o m�.o vy- m m< ac 3 ' 3 < ° ono n4° -a �„ =� QV« ��� o°<v- p 3 :F ° <� u » •?£ O • m_v nc -no 3 3 n c o .F o : <• 0 3 =" .°. `m u n s IE ,� yTa a% _ n o ns� •,ac 3 D 5°1 : ° ^,ro 3 =< co -� ° n 'n naa nn ,°c o3 9 o'-Sn_` n1 ° r n 'o '< < G nc'`• c � ,< u v u N m tr a o c 0._p 40 3 °- _ ` ° u e 3 n a c° tip w •111 .r. +r o Z m :j Z F7 - ° D ) DD : < b ° '_< Y„ a � m na Vlllul� l�l��l.`inP�lil dl�$ i Qm� WUI _ P � ,4 c A °nm aim 3.', a <� y •. 3 E 1 m_ a„°°c, a m $ �°= m a =o a`c u . `'a a^�73 c m-2- < _ _ c - _ 40 t L L L L L PART III PROJECT SPECIFIC SPECIAL PROVISIONS L L L L L L L L �r 1hr SPECIALPROVISIONS..............................................................................................................7 1-01 DEFINITIONS AND TERMS.............................................................................................7 rr , 1-01.1 General...............................................................................................................................7 1-01.3 Definitions.........................................................................................................................7 1-02...BID PROCEDURES AND CONDITIONS......................................................................9 1-02.1 Prequalification of bidders..............................................................................................9 1-02.2 Plans and Specifications...................................................................................................9 1-02.5 Proposal Forms...............................................................................................................10 1-012.6(l) Proprietary Informat ion...........................................................................................10 1-02.7 Bid Deposit......................................................................................................................10 1-02.9 Delivery of Proposal.......................................................................................................11 1-02.12 Public Opening of Proposals........................................................................................11 1-02.13 Irregular Proposals....................................................................................................... 11 1-02.14 Disqualification of Bidders..........................................................................................11 1-02.15 Pre Award Information................................................................................................12 1-03 AWARD AND EXECUTION OF CONTRACT..............................................................12 4 1-03.1 Consideration of bids ............................................................................... 12 1-03.2 Award of Contract..........................................................................................................12 1-03.3 Execution of Contract....................................................................................................12 1-03.4 Contract Bond.................................................................................................................13 1-04 SCOPE OF WORK...........................................................................................................14 j1-04.2 Coordination of Contract Documents..........................................................................14 1-04.3 Contractor-Discovered Discrepancies...........................................................................14 1-04.4 Changes...........................................................................................................................14 1-04.8 Progress Estimates and Payments.................................................................................14 1-04.11 Final Cleanup................................................................................................................15 1-05 CONTROL OF WORK.....................................................................................................15 1-05.4 Conformity With and Deviation from Plans and Stakes.............................................15 iwr 1-05.4(3) Contractor Supplied Surveying................................................................................16 1-05.4(4) Contractor Provided As-Built Information.............................................................16 tr 1-05.7 Removal of Defective and Unauthorized Work...........................................................17 1-05.10 Guarantees....................................................................................................................17 ,r 1-05.11 Final Inspection.............................................................................................................18 1-05.11(1) Substantial Completion Date..................................................................................18 ift 1 r 1-05.11(2) Final Inspection and Physical Completion Date...................................................19 1-05.14 Cooperation with Other Contractors..........................................................................19 1-05.13 Superintendents,Labor and Equipment of Contractor............................................19 1-05.14 Cooperation with Other Contractors..........................................................................19 1-05.16 Water and Power..........................................................................................................20 1-05.17 Oral Agreements...........................................................................................................20 1-05.18 Contractor's Daily Diary.............................................................................................20 1-06 CONTROL OF MATERIAL............................................................................................21 1-06.1 Approval of Materials Prior to Use...............................................................................21 1-06.2(1) Samples and Tests for Acceptance............................................................................21 1-06.2(2) Statistical Evaluation of Materials for Acceptance.................................................21 F 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC.......................21 1-07.1 Laws to be Observed......................................................................................................21 1-07.6 Permits and Licenses......................................................................................................22 1-07.9(5) Required Documents.................................................................................................22 ,z. 1-07.11(11) City of Renton Affidavit of Compliance...............................................................23 1-07.13(1) General......................................................................................................................23 1-07.13(1) General..............................................................:.......................................................23 1-07.16(1) Private/Public Property...........................................................................................24 1-07.17 Utilities and Similar Facilities.....................................................................................25 1-07.17(1) Interruption of Services...........................................................................................26 1-07.18 Public Liability and Property Damage Insurance.....................................................27 1-07.22 Use of Explosives...........................................................................................................30 1-07.23(1) Construction Under Traffic.....................................................................................31 1-07.23(1) Construction Under Traffic.....................................................................................31 1-07.23(2) Construction and Maintenance of Detours............................................................32 1-07.24 Rights of Way................................................................................................................32 1-08 PROSECUTION AND PROGRESS................................................................................33 1-08.0 Preliminary Matters.......................................................................................................33 1-08.0(1) Preconstruction Conference......................................................................................33 1-08.0(2) Hours of Work............................................................................................................34 1-08.0(3) Reimbursement for Overtime Work of Contracting Agency Employees..............35 1-08.1 Subcontracting................................................................................................................35 1-08.2 Assignment......................................................................................................................35 1-08.3 Progress Schedule...........................................................................................................35 2 1-08.4 Notice to Proceed and Prosecution of the Work..........................................................36 1-08.5 Time For Completion.....................................................................................................36 i1r1-08.6 Suspension of Work........................................................................................................38 1-08.7 Maintenance During Suspension...................................................................................38 1-08.9 Liquidated Damages.......................................................................................................38 1-08.11 Contractor's Plant and Equipment.............................................................................38 1-08.12 Attention to Work.........................................................................................................39 1-09 MEASUREMENT AND PAYMENT...............................................................................39 1-09.1 Measurement of Quantities............................................................................................39 1-09.3 Scope of Payment............................................................................................................40 1-09.6 Force Account.................................................................................................................40 imp 1-09.7 Mobilization 1-09.9 Payments.........................................................................................................................41 �Ir 1-09.9(1) Retainage....................................................................................................................42 1-09.9(2) Contracting Agency's Tight to Withhold and Disburse Certain Amounts...........42 r1-09.11(2) Claims........................................................................................................................44 1-09.11(2) Claims........................................................................................................................44 1-09.13(3) Claims$250,000 or Less..........................................................................................44 1-09.13(3)A Administration of Arbitration..............................................................................44 1-09.13(3)B Procedures to Pursue Arbitration........................................................................44 1-09.14 Payment Schedule.........................................................................................................45 1-09.14(1) Scope.........................................................................................................................45 1-10 TEMPORARY TRAFFIC CONTROL...........................................................................45 1-10.1 General............................................................................................................................45 1-10.2(1)B Traffic Control Supervisor.............................................. 1-10.2(2) Traffic Control Plans.................................................................................................47 w1-10.3(3) Construction Signs.....................................................................................................47 1-10.4 Measurement...................................................................................................................47 1-10.5 Payment...........................................................................................................................47 1-11 RENTON SURVEYING STANDARDS...........................................................................47 2-01 CLEARING,GRUBBING,AND ROADSIDE CLEANUP............................................51 2-01.1 Description......................................................................................................................51 2-01.2 Disposal of Usable Material and Debris.......................................................................51 rr 2-01.5 Payment...........................................................................................................................51 2-02 REMOVAL OF STRUCTURE AND OBSTRUCTIONS...............................................52 4. 3 %w 2-02.3(3) Removal of Pavement,Sidewalks,and Curbs.........................................................52 2-02.4 Measurement...................................................................................................................52 2-02.5 Payment...........................................................................................................................53 2-03 ROADWAY EXCAVATION AND EMBANKMENT.....................................................53 2-03.3 Construction Requirements...........................................................................................53 2-03.4 Measurement...................................................................................................................54 2-03.5 Payment...........................................................................................................................54 2-04 HAUL.................................................................................................................................55 2-04.5 Payment...........................................................................................................................55 2-06 SUBGRADE PREPARATION.........................................................................................55 2-06.5 Measurement and Payment..........................................................................................55 2-09 STRUCTURE EXCAVATION.........................................................................................55 2-09.1 Description......................................................................................................................55 2-09.3(1)D Disposal of Excavated Material.............................................................................55 2-09.4 Measurement...................................................................................................................55 2-09.5 Payment............................................:..............................................................................55 w 5-04 ASPHALT CONCRETE PAVEMENT............................................................................59 5-04.2 Materials..........................................................................................................................59 5-04.3 Construction Requirements...........................................................................................59 5-06 TEMPORARY RESTORATION IN PAVEMENT AREAS..........................................63 7-01 DRAINS..............................................................................................................................65 7-01.2 Materials..........................................................................................................................65 7-01.3 Construction Requirements...........................................................................................65 7-01.4 Measurement...................................................................................................................65 7-02 CULVERTS........................................................................................................................65 7-02.2 Materials...........................................................................................................................65 : 7-04 STORM SEWERS.............................................................................................................66 7-04.2 Materials..........................................................................................................................66 7-04.4 Measurement...................................................................................................................70 7-04.5 Payment...........................................................................................................................70 7-05 MANHOLES,INLETS,AND CATCH BASINS............................................................70 7-05.3(1) Adjusting Manholes and Catch Basins to Grade....................................................70 7-05.3(2) Abandon Existing Manholes.....................................................................................71 7-05.3(3) Connections to Existing Manholes...........................................................................71 7-05.4 Measurement...................................................................................................................72 4 7-05.5 Payment...........................................................................................................................72 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS...............................................73 7-08.3(1)C Bedding the Pipe.....................................................................................................73 7-08.3(2)A Survey Line and Grade...........................................................................................73 7-08.3(2)B Pipe Laying—General............................................................................................73 7-08.3(2)E Rubber Gasketed Joints..........................................................................................74 7-08.3(2)H Sewer Line Connections.........................................................................................74 7-08.3(2)J Placing PVC Pipe.....................................................................................................74 7-08.4 Measurement...................................................................................................................75 7-08.5 Payment...........................................................................................................................75 7-09 PIPE AND FITTINGS FOR WATER MAINS...............................................................78 it 7-12.3(2) Adjust Existing Valve Box to Grade.........................................................................78 7-12.4 Measurement...................................................................................................................78 7-12.5 Payment...........................................................................................................................78 e7-14 HYDRANTS.......................................................................................................................79 %0 7-14.3(1) Setting Hydrants........................................................................................................79 7-14.3(3) Resetting Existing Hydrants.....................................................................................79 7-14.3(4) Moving Existing Hydrants........................................................................................79 7-14.5 Payment...........................................................................................................................79 8-13 MONUMENT CASES.......................................................................................................80 8-13.1 Description......................................................................................................................80 8-13.3 Construction Requirements...........................................................................................80 ifr 8-13.4 Measurement..................................................................................................................80 8-13.5 Payment..........................................................................................................................81 Wr► 8-14 CEMENT CONCRETE SIDEWALKS...........................................................................81 8-14.3(4) Curing.........................................................................................................................81 8-14.4 Measurement...................................................................................................................81 8-14.5 Payment...........................................................................................................................81 lbw 8-22 PAVEMENT MARKING..................................................................................................82 8-22.1 Description......................................................................................................................82 8-22.3(5) Installation Instructions............................................................................................82 8-22.5 Payment...........................................................................................................................82 8-23 TEMPORARY PAVEMENT MARKINGS.....................................................................83 8-23.5 Payment...........................................................................................................................83 9-03.8(2) HMA Test Requirements............................................................................................83 5 rr 9-05 DRAINAGE STRUCTURES, CULVERTS,AND CONDUITS....................................84 9-05.4 Steel Culvert Pipe and Pipe Arch(RC)........................................................................84 9-05.7(2) Reinforced Concrete Storm Sewer Pipe(RC).........................................................84 9-05.7(2)A Basis for Acceptance(RC)............:.........................................................................84 9-05.7(3) Concrete Storm Sewer Pipe Joints(RC)..................................................................84 9-05.7(4) Testing Concrete Storm Sewer Pipe Joints (RC).....................................................84 9-05.9 Steel Spiral Rib Storm Sewer Pipe(RC).......................................................................84 9-05.17 Aluminum Spiral Rib Storm Sewer Pipe....................................................................85 9-08 PAINTS...............................................................................................................................85 9-08.8 Manhole Coating System Products...............................................................................85 9-23 CONCRETE CURING MATERIALS AND ADMIXTURES.......................................87 9-23.9 Fly Ash(RC)....................................................................................................................87 9-30 WATER DISTRIBUTION MATERIALS.......................................................................87 9-30.5 Hydrants..............................................................................:................................ . .......87 9-30.5(2) Hydrant Dimensions..................................................................................................88 9-30.6(3)B Polyethylene Pipe....................................................................................................88 9-30.6(4) Service Fittings...........................................................................................................88 9-30.6(5) Meter Setters..............................................................................................................88 ire 6 SPECIAL PROVISIONS 1-01 DEFINITIONS AND TERMS 1-01.1 General rri Section 1-01.1 is supplemented with: Whenever reference is made to the State, Commission, Department of Transportation, Secretary of Transportation, Owner, Contracting Agency or Engineer, such reference shall be deemed to mean the City of Renton acting through its City Council, employees, and duly authorized representatives for all contracts administered by the City of Renton. All -ro---, 4.. GGC4..4.� A4T Z � T 1. 4 » 1...11 1.,. � .� 4 .� GG(�..«4«..i.4�« A.....«... A11 re-r- LV NaLG 1V10.Lel1a1J LaUL�raLOly 6110.11 UG rG"V1JeLL LO reCLLL "Contracting 11�Gllliy designated location". wr 1-01.3 Definitions Section 1-01.3 is revised and supplemented by the following: Act of God "Act of God" means an earthquake, flood, cyclone, or other cataclysmic phenomenon of nature. A rain,windstorm, high water or other natural phenomenon of unusual intensity for the specific locality of the work, which might reasonably have been anticipated from historical records of the general locality of the work, shall not be construed as an act of god. Consulting Engineer The Contracting Agency's design consultant, who may or may not administer the construction iko program for the Contracting Agency. Contract Documents See definition for"Contract" Contract Price Either the unit price,the unit prices, or lump sum price or prices named in the proposal,or in properly executed change orders. Contract Time The period of time established by the terms and conditions of the contract within which the work must be physically completed. Dates Bid Opening Date: The date on which the Contracting Agency publicly opens and reads the bids. Award Date: The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive Bidder for the work. Contract Execution Date: The date the Contracting Agency officially binds the agency to the Contract. Notice to Proceed Date: The date stated in the Notice to Proceed on which the Contract Time begins. Substantial Completion Date: The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety 40 7 standpoint, and only minor incidental work, replacement of temporary substitute facilities, or correction or repair remains for the physical completion of the total contract. Contract Completion Date: The date by which the work is contractually required to be physically completed. The Contract Completion Date will be stated in the Notice to Proceed. Revisions of this date will be authorized in writing by the Engineer whenever there is an extension to the contract time. r Completion Date: The day all the work specified in the contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor. Final Acceptance Date: The date the Contracting Agency accepts the work as complete per the contract requirements. Day x., Unless otherwise designated, day(s) as used in the Contract Documents, shall be understood to mean working days. Engineer The City Engineer or duly authorized representative,or an authorized member of a licensed consulting firm retained by Owner for the construction engineering of a specific public works project. Inspector Owner's authorized representative assigned to make necessary observations of the work performed or being performed,or of materials furnished or being furnished by Contractor. Notice of Award: The written notice from the Contracting Agency to the successful bidder signifying the Contracting Agency's acceptance of the bid. Notice to Proceed: The written notice from the Contracting Agency or engineer to the Contractor authorizing and directing the Contractor to proceed with work and establishing the date on which the contract time begins. -3 Or Equal Where the term "or equal" is used herein, the Contracting Agency, or the Contracting Agency on recommendation of the engineer, shall be the sole judge of the quality and suitability of the proposed substitution. The responsibility and cost of furnishing necessary evidence, demonstrations, or other information required to obtain the approval of alternative materials or processes by the Owner shall be entirely borne by the Contractor. Owner The City of Renton or its authorized representative also referred to as Contracting Agency. Performance and Payment Bond 3- Same as"Contract Bond"defined in the Standard Specifications. Plans The contract plans and/or standard plans which show location, character, and dimensions of prescribed work including layouts,profiles, cross-sections, and other details. Drawings may either be bound in the same book as the balance of the Contract Documents or bound in separate sets, and are a part of the Contract Documents,regardless of the method of binding.The terms "Standard Drawings" or "Standard Details" generally used in specifications refers to drawings bound either with the specification documents or included with the Plans or the City of Renton Standard Plans. Points Wherever reference is made to Engineer's points,this shall mean all marks,bench marks,reference points, stakes,hubs,tack,etc.,established by Engineer for maintaining horizontal and vertical control of the work. 8 �r Provide Means"furnish and install"as specified and shown in the Plans. aW Secretary,Secretary of Transportation The chief executive officer of the Department and other authorized representatives. The chief executive officer to the Department shall also refer to the Department of Planning/Building/Public r Works Administrator. Shop Drawings io Same as"Working Drawings"defined in the Standard Specifications. Special Provisions Modifications to the standard specifications and supplemental specifications that apply to an indlivrdi"al prnieof The special pro"ISinnS may describe wrwrk flip gneeifioat:nns do not cover. Such work shall comply first with the special provisions and then with any specifications that apply. The Contractor shall include all costs of doing this work within the bid prices. State The state of Washington acting through its representatives. The State shall also refer to The City of Renton and its authorized representatives where applicable. Supplemental Drawings and Instructions Additional instructions by Engineer at request of Contractor by means of drawings or documents necessary,in the opinion of Engineer, for the proper execution of the work. Such drawings and instructions are consistent with the Contract Documents. Traffic Both vehicular and non-vehicular traffic, such as pedestrians,bicyclists,wheelchairs,and equestrian traffic. Utility Public or private fixed improvement for the transportation of fluids,gases,power,signals,or + + communications and shall be understood to include tracks, overhead and underground wires,cables, pipelines,conduits,ducts, sewers, or storm drains. 1-02 BID PROCEDURES AND CONDITIONS 1-02.1 Prequalification of bidders to Delete this section and replace it with the following: Bidders shall be qualified by experience, financing, equipment, and organization to do the work called for in the Contract Documents. The Contracting Agency reserves the right to take whatever action it deems necessary to ascertain the ability of the bidder to perform the work satisfactorily. 1-02.2 Plans and Specifications Delete this section and replace it with the following: W iW +fir 9 Ito The Owner will lace review copies of the plans and specifications on file in the Owner's Office and p P P at plan services centers selected by the Owner. A list of these plan services centers will be available from the Owner. After award of the contract,the plans and specifications will be issued without charge on the following basis: The prime contractor may request up to four sets of reduced plans(11"x 17"),two sets of full size plans(22"x 34")and five sets of technical specifications. Additional plans and specifications may be purchased by payment of the current rates. 1-02.5 Proposal Forms Delete this section-and replace it with the following: At the request of the bidder, the Contracting Agency will provide a proposal form for any project on which the bidder is eligible to bid The proposal form will identify the project and its location and describe the work. It will also list estimated quantities,units of measurement,the items of work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit bid prices; extensions; summations; the total bid amount; signatures; date; and, where applicable,retail sales taxes and acknowledgement of addenda; the bidder's name, address,telephone number, and signature; and a State of Washington Contractor's Registration Number. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the proposal form. The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the proposal forms unless otherwise specified. Any correction to a bid made by interlineations, alteration, or erasure, shall be initialed by the signer of the bid. The bidder shall make no stipulation on the Bid Form,nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (Or other corporate officer accompanied by evidence of authority to sign). A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any D/M/WBE requirements are to be satisfied through such an agreement. A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any D/W/MBE requirements are to be satisfied through such an agreement. 1-02.6(1)is a new section. 1-02.6(1) Proprietary Information Vendors should, in the bid proposal, identify clearly any material(s)which constitute "(valuable) formula, designs drawings, and research data" so as to be exempt from public disclosure, RCW 42.17.310, or any materials otherwise claimed to be exempt, along with a Statement of the basis for such claim of exemption. The Department (or State) will give notice to the vendor of any request for disclosure of such information received within 5 (five) years from the date of submission. Failure to so label such materials or failure to timely respond after notice of request for public disclosure has been given shall be deemed a waiver by the submitting vendor of any claim that such materials are,in fact, so exempt., 1-02.7 Bid Deposit Section 1-02.7 is supplemented with the following: 10 a Bid Bonds shall contain the following: 1. Number assigned to the project by the Contracting Agency; 2. Name of the project; 3. The Contracting Agency named as oblige; 4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; it 5. Signature of the bidder's officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany said signature; 6. The signature of the surety's officer empowered to sign the bond form included in the io Contract Provision. 1-02.9 Delivery of Proposal Revise the first naramar�l;to read Each proposal shall be submitted in a sealed envelope with Project Name and Project Number as stated in the Advertisement for Bids clearly marked on the outside of the envelope Or as otherwise W stated in the Bid Documents,to ensure proper handling and delivery. 1-02.12 Public Opening of Proposals Section 1-02.12 is supplemented with the following: The Contracting Agency reserves the right to postpone the date and time for bid opening. Notification to bidder will be by addenda. 1-02.13 Irregular Proposals Revise item I to read: wr 1. Aproposal will be considered irregular and will be rejected if: a. The bidder is not prequalified when so required; b. The authorized proposal form furnished by the Contracting Agency is not used or is ?`! altered; C. The complete proposal form contains any unauthorized additions, deletions, alternate bids,or conditions; d. The bidder adds provisions reserving the right to reject or accept the award, or enter into the contract; e. A price per unit cannot be determined from the bid proposal; f. The proposal form is not properly executed; g. The bidder fails to submit or properly complete a subcontractor list, if applicable, as VAO required in Section 1-2.6 h. The bidder fails to submit or properly complete a Disadvantaged, Minority or Women's Business Enterprise Certification, if applicable, as required in Section 1- 02.6; or i. The bid proposal does not constitute a definite and unqualified offer to meet the material terms of the bid invitation. 1-02.14 Disqualification of Bidders Revise this section to read: A bidder may be deemed not responsible and the proposal rejected if: 1. More than one proposal is submitted for the same project from a bidder under the same or different names; 2. Evidence of collusion exists with any other bidder or potential bidder. Participants in collusion will be restricted from submitting further bids; 11 1r 3. The bidder, in the opinion of the Contracting A enc , is not qualified for the work or to the full extent of the bid, or to the extent that the bid exceeds the authorized prequalification amount as may have been determined by a prequalification of the bidder; 4. An unsatisfactory performance record exists based on past or current Contracting Agency work or for work done for others, as judged from the standpoint of conduct of the work; workmanship; progress; affirmative action; equal employment opportunity practices; or Disadvantaged Enterprise,Minority Enterprise , or Women's Business Enterprise utilization. 5. There is uncompleted work(Contracting Agency or otherwise)which might hinder or prevent the prompt completion of the work bid upon; 6. The bidder failed to settle bills for labor or materials on past or current contracts; 7. The bidder has failed to complete a written public contract or has been convicted of a crime arising from a previous public contract; 8. The bidder is unable,financially or otherwise,to perform the work; 9. A bidder is not authorized to do business in the State of Washington (not registered in accordance with RCI 7 18.27) 10. There are any other reasons deemed proper by the Contracting Agency. 1-02.15 Pre Award Information Revise this section to read: Before awarding any contract, the Contracting Agency may require one or more of these items or actions of, 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used; 2. Samples of these materials for quality and fitness tests; 3. A progress schedule (in a form the Contracting Agency requires) showing the order of time required for the various phases of work; 4. A breakdown of costs assigned to any bid item; 5. Attending at a conference with the Engineer or representatives of the Engineer; 6. Obtain and furnish a copy of a business license to do business in the city where the work is located; 7. A copy of State of Washington Contractor's Registration; or 8. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. 1-03 AWARD AND EXECUTION OF CONTRACT 1-03.1 Consideration of bids Section 1-03.1 is supplemented with the following: All bids will be based on total sum of all schedules of prices. No partial bids will be accepted unless so stated in the call for bids or special provisions.The City reserves the right however to award all or any schedule of a bid to the lowest bidder at its discretion. 1-03.2 Award of Contract Section 1-03.2 is supplemented with the following: The contract, bond form, and all other forms requiring execution, together with a list of all other forms or documents required to be submitted by the successful bidder, will be forwarded to the successful bidder within 10 days of the award. The number of copies to be executed by the Contractor shall be determined by the Contracting Agency. 1-03.3 Execution of Contract Section 1-03.3 is revised and supplemented as follows: 12 !rn * Within 10 calendar days after receipt from the City of the forms and documents required to be completed by the Contractor, the successful bidder shall return the signed Contracting Agency- prepared contract,an insurance certification as required by Section 1-07.18,and a satisfactory bond as required by law and Section 1-03.4. Before execution of the contract by the Contracting Agency, the successful bidder shall provide any pre-award information the Contracting Agency may require under Section 1-02.15. rr Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any work begin within the project limits or within Contracting Agency-furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the Contracting Agency. it If the bidder experiences circumstances beyond their control that prevents return of the contract documents within 10 calendar days after the award date, the Contracting Agency may grant up to a maximum of 10 additional calendar days for return of the documents, pro�n"led the Contracting Agency deems the circumstances warrant it. The Contracting Agency is prohibited by RCW 39.06.010 from executing a contract with a Contractor who is not registered or licensed as required by the laws of the state. In addition, the Contracting Agency requires persons doing business with the Contracting Agency to possess a valid City of Renton business license prior to award. When the Bid Form provides spaces for a business license number, a Washington State Contractors registration number, or both the Bidder shall insert such information in the spaces provided. The Contracting Agency requires legible copies of the Contractor's Registration and business license be submitted to the Engineer as part of the Contracting Agency's post-award information and evaluation activities. 1-03.4 Contract Bond to Revise the first paragraph to read: The successful bidder shall provide an executed contract bond for the full contract amount. This contract bond shall: i1r 1. Be on Contracting Agency-furnished form; 2. Be signed by an approved surety(or sureties)that: a. Is registered with the Washington State Insurance Commissioner,and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner; 3. Be conditioned upon the faithful performance of the contract by the Contractor within the to prescribed time; 4. Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against any claim of direct or indirect loss resulting from the failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor)to faithfully perform the contract,or b. Of the Contractor (subcontractors, or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tie subcontractors, material person, or any other person who provides supplies or provisions for carrying out work; 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond; and 6. Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation, the bond must be signed by the president or vice-president, unless accompanied by a written proof of the authority of the individual signing the bond to bind the corporation (i.e., corporate resolution, power of attorney or a letter to such effect by the president or vice-president). err 1-03.7 Judicial Review Replace this section with the following: err 13 +!r The venue of all causes of action arising from the advertisement, award, execution, and performance of the contract shall be timely filed in the Superior Court of the County where the Contracting Agency's headquarters are located. 1-04 SCOPE OF WORK 1-04.2 Coordination of Contract Documents, Plans, Special Provisions Specifications, and Addenda Revise the second paragraph to read: Any inconsistency in the parts of the contract shall be resolved by following this order of precedence , vadig oV er 2v e , nd So forth):(e.g., i pre$ii ` 1. Addenda, 2. Proposal Form, 3. Special Provisions, 4. Contract Plans, 5. Amendments to Division 1-99 APWA Supplement 6. Amendments to the Standard Specifications, 7. Division 1-99 APWA Supplement 8. WSDOT Standard Specifications for Road,Bridge and Municipal Construction 9. Contracting Agency's Standard Plans(if any) 10. WSDOT Standard Plans for Road,Bridge and Municipal Construction Section 1-04.3 is a new section: 1-04.3 Contractor-Discovered Discrepancies Upon receipt of award of contract, Contractor shall carefully study and compare all the components of the Contract Documents and other instructions, and check and verify all field measurements. Contractor shall, prior to ordering material or performing work, report in writing to Engineer any error,inconsistency, or omission in respect to design or mode of construction,which is discovered. If Contractor, in the course of this study or in the accomplishment of the work, finds any discrepancy between the Plans and the physical condition of the locality as represented in the Plans, or any such errors or omissions in respect to design or mode of construction in the Plans or in the layout as given by points and instructions, it shall be Contractor's duty to inform Engineer immediately in writing, and Engineer will promptly check the same. Any work done after such discovery,until correction of Plans or authorization of extra,work is given, if Engineer finds that extra work is involved, will be done at Contractor's risk. If extra work is involved, the procedure shall be as provided in Section 1- 04.4 of the Standard Specifications. 1-04.4 Changes The last two paragraphs are replaced with the following: Renton does not have a formal policy or guidelines on cost reduction alternatives, but will evaluate such proposals by the Contractor on a case-by-case basis. 1-04.8 Progress Estimates and Payments Section 1-04.8 is supplemented as follows: The Contractor is encouraged to provide to the Engineer prior to progress payments an estimate of lump sum work accomplished to date. The Engineer's calculations and decisions shall be final in regard to the actual percentage of any lump sum pay item accomplished and eligible for payment unless another specific method of calculating lump sum payments is provided elsewhere in the specifications. 14 W 1-04.11 Final Cleanup Section 1-04.11 is supplemented as follows: iW All salvage material as noted on the plans and taken from any of the discarded facilities shall, at the engineer's discretion, be carefully salvaged and delivered to the City shops. Any cost incurred in salvaging and delivering such items shall be considered incidental to the project and no compensation will be made. The contract price for "Finish and Cleanup, lump sum," shall be full compensation for all work, equipment and materials required to perform final cleanup. If this pay item does not appear in the contract documents then final clean up shall be considered incidental to the contract and to other pay item and no further compensation shall be made. 1-05 CONTROL OF WORK 1-05.4 Conformity With and Deviation from Plans and Stakes Section 1-05.4 is supplemented with the following: If the project calls for Contractor supplied surveying, the Contractor shall provide all required survey work, including such work as mentioned in Sections 1-05.4(1) and 1-05.4(2), 1-11 and elsewhere in these specifications as being provided by the Engineer. All costs for this survey work shall be included in"Contractor Supplied Surveying,"per lump sum. The Engineer or Contractor supplied surveyor will provide construction stakes and marks establishing lines, slopes,and grades as stipulated in Sections 1-05.4 and will perform such work per Section 1-11. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from the Engineer or Contractor supplied surveyor furnished stakes and marks. +rr The Contractor shall provide a work site which has been prepared to permit construction staking to proceed in a safe and orderly manner. The Contractor shall keep the Engineer or Contractor supplied surveyor informed of staking requirements and provide at least 48 hours notice to allow the Engineer or Contractor supplied surveyor adequate time for setting stakes. +fir The Contractor shall carefully preserve stakes, marks, and other reference points, including existing monumentation, set by Contracting Agency forces. The Contractor will be charged for the costs of replacing stakes, markers and monumentation that were not to be disturbed but were destroyed or damaged by the Contractor's operations. This charge will be deducted from monies due or to become due to the Contractor. Any claim by the Contractor for extra compensation by reason of alterations or reconstruction work allegedly due to error in the Engineer's line and grade,will not be allowed unless the original control points set by the Engineer still exist, or unless other satisfactory substantiating evidence to prove the error is furnished the Engineer. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery,be reported to the Engineer. In the absence of such report the Contractor shall be liable for any error in alignment or grade. The Contractor shall provide all surveys required other than those to be performed by the Engineer. All survey work shall be done in accordance with Section 1-11 SURVEYING STANDARDS of these specifications. V The Contractor shall keep updated survey field notes in a standard field book and in a format set by the Engineer,per Section 1-11.1(4). These field notes shall include all survey work performed by the iW Contractor's surveyor in establishing line,grade and slopes for the construction work. Copies of these field notes shall be provided the Engineer upon request and upon completion of the contract work the field book or books shall be submitted to the Engineer and become the property of the Contracting Agency. irr 15 �r If the survey work provided by the Contractor does not meet the standards of the Engineer, then the Contractor shall, upon the Engineer's written request, remove the individual or individuals doing the survey work and the survey work will be completed by the Engineer at the Contractor's expense. Costs for completing the survey work required by the Engineer will be deducted from monies due or to become due the Contractor. All costs for survey work required to be performed by the Contractor shall be included in the prices bid for the various items which comprise the improvement or be included in the bid item for "Contractor Supplied Surveying" per lump sum if that item is included in the contracts. 1-05.4(3) Contractor Supplied Surveying Section 1-05.4(3)is a new section: When the contract nrovirles for Contractor Supplied Surveying the Contractor shall snnnly the sinln ey r rr-�� o� - -rr work required for the project. The Contractor shall retain as a part of the Contractor Organization an experienced team of surveyors under the direct supervision of a professional land surveyor licensed by the State of Washington. All survey work shall be done in accordance with Sections 1-05.4 and 1- 11. The Contractor and/or Surveyor shall inform the Engineer in writing of any errors,discrepancies, and omissions to the plans that prevent the Contractor and/or Surveyor from constructing the project in a manner satisfactory to the Engineer. All errors, discrepancies, and omissions must be corrected to the satisfaction of the Engineer before the survey work may be continued. The Contractor shall coordinate his work with the Surveyor and perform his operations in a manner to protect all survey stakes from harm. The Contractor shall inform the Surveyor of the Contractor's intent to remove any survey stakes and/or points before physically removing them. The surveyor shall be responsible for maintaining As-Built records for the project. The Contractor shall coordinate his operations and assist the Surveyor in maintaining accurate As-Built records for the project. If the Contractor and Surveyor fail to provide, as directed by the Engineer and/or these plans and specifications, accurate As-Built records and other work the Engineer deems necessary, the Engineer may elect to provide at Contractor expense,a surveyor to provide all As-Built records and other work as directed by the Engineer. The Engineer shall deduct expenses incurred by the Engineer-supplied surveying from moneys owed to the Contractor. Payment per Section 1-04.1 for all work and materials required for the full and complete survey work required to complete the project and as-built drawings shall be included in the lump sum price for "Construction Surveying, Staking,and As-Builts." 1-05.4(4) Contractor Provided As-Built Information Section 1-05.4(4)is a new section: It shall be the contractor's responsibility to record the location prior to the backfilling of the trenches, by centerline station, offset, and depth below pavement, of all existing utilities uncovered or crossed during his work as covered under this project. It shall be the contractor's responsibility to have his surveyor locate by centerline station, offset and elevation each major item of work done under this contract per the survey standard of Section 1-11. Major items of work shall include but not be limited to: Manholes, Catch basins and Inlets, Valves, vertical and Horizontal Bends, Junction boxes, Cleanouts, Side Sewers, Street Lights & Standards, Hydrants,Major Changes in Design Grade,Vaults, Culverts, Signal Poles,and Electrical Cabinets. After the completion of the work covered by this contract, the contractors surveyor shall provide to the City the hard covered field book(s) containing the as-built notes and one set of white prints of the 16 project drawings upon which he has plotted the notes of the contractor locating existing utilities, and one set of white prints of the project drawings upon which he has plotted the as-built location of the new work as he recorded in the field book(s). This drawing shall bear the surveyors seal and signature certifying its accuracy. All costs for as-built work shall be included in the contract item "Construction Surveying, Staking, and As-Builts", lump sum. 1-05.7 Removal of Defective and Unauthorized Work Section 1-05.7 is supplemented as follows: Upon written notice from the Engineer, the Contractor shall promptly replace and re-execute work by Contractor forces, in accordance with the intent of the Contract and without expense to Owner, and shall bear the expense of making good all work of other contractors destroyed or damaged by such removal or replacement. If Contractor does not remove such condemned work and materials and commence re-execution of the work within 7 calendar days of written notice from Engineer, or fails to perform any part of the work required by the Contract Documents, Owner may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. In that case, Owner may store removed material. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. If sufficient funds do not remain in the contract and the Contractor does not pay the cost of such removal and storage within 10 calendar days from the date of the notice to Contractor of the fact of such removal, Owner may, upon an additional 10 calendar days'written notice, sell such materials at public or private sale, and deduct all costs and expenses incurred from moneys due to Contractor, including costs of sale, and accounting to Contractor for the net proceeds remaining. Owner may bid at any such sale. Contractor shall be liable to Owner for the amount of any deficiency from any funds otherwise due Contractor. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation,the Engineer may have the defective and unauthorized work corrected r immediately,have the rejected work removed and replaced,or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer,a delay in its remedy could be potentially unsafe,or might cause serious risk of loss or damage to the public,Property Owner and Property Owner's property. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency's rights provided by this Section. The rights exercised under the provisions of this section shall not diminish the Contracting Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the work as required. 1-05.10 Guarantees Section 1-05.10 is supplemented as follows: 17 If within one ear after the Acceptance Date of the Work by the Contracting Agency, defective and/or Y p unauthorized Work is discovered, the Contractor shall promptly, upon written order by the Contracting Agency, return and in accordance with the Engineer's instructions, either correct such Work, of if such Work has been rejected by the Engineer, remove it from the Project Site and replace it with non-defective and authorized Work, all without cost to the Contracting Agency. If the Contractor does not promptly comply with the written order to correct defective and/or unauthorized Work, or if an emergency exists, the Contracting Agency reserves the right to have defective and/or unauthorized Work corrected or removed and replaced pursuant to Section 1-05.8 "Owners Right to Correct Defective and/or Unauthorized Work." The Contractor agrees the above one year limitation shall not exclude or diminish the Contracting Agency's rights under any law to obtain damages and recover costs resulting from defective and/or unauthorized work discovered after one year but prior to the expiration of the legal time period set forth in RCW 4.16.040 limiting actions upon a contract in writing, or liability expressed of implied arising out of a written agreement. The Contractor shall warrant good title to all materials, supplies, and equipment purchased for, or incorporated in the Work. Nothing contained in this paragraph, however, shall defeat or impair the tight of persons furnishing materials or labor, to recover under any bond given by the Contractor for their protection, or any rights under any law permitting such persons to look to funds due the Contractor in the hands of the Contracting Agency. The provisions of this paragraph shall be inserted in all subcontracts and material contracts, and notice of its provisions shall be given to all persons furnishing materials for the Work when no formal contract is entered into for such materials. 1-05.11 Final Inspection 1-05.11(1) Substantial Completion Date Section 1-05.11(1)is a new section: When the Contractor considers the work to be substantially complete,the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion. To be considered substantially complete the following conditions must be met: 1. The Contracting Agency must have full and unrestricted use and benefit of the facilities both from the operational and safety standpoint. 2. Only minor incidental work,replacement of temporary substitute facilities, or correction of repair work remains to reach physical completion of the work. The Contractor's request shall list the specific items of work in subparagraph two above that remains to be completed in order to reach physical completion. The Engineer may also establish the Substantial Completion Date unilaterally. If after this inspection,the Engineer concurs with the Contractor that the Work is substantially complete and ready for its intended use,the Engineer,by written notice to the Contractor,will set the Substantial Completion Date.If,after this inspection the Engineer does not consider the Work substantially complete and ready for its intended use,the Engineer will,by written notice,so notify the Contractor giving the reasons therefore. Upon receipt of written notice concurring in or denying substantial completion,whichever is applicable,the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the Work necessary to reach Substantial and Physical Completion.The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. 18 Wr or The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for Final Inspection. 1-05.11(2) Final Inspection and Physical Completion Date Section 1-05.11(2)is a new section: When the Contractor considers the Work physically complete and ready for Final Inspection, the Contractor, by Written Notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for Final Inspection.The Engineer and the Contractor will then make a final Inspection and the Engineer will notify the Contractor in writing of all particulars in which the Final Inspection revels the Work incomplete of unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the Written Notice listing the deficiencies,the Engineer may,upon Written Notice to the Contractor,take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.8. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer's right hereunder. 1r Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the Work was considered physically complete, that date shall constitute the Physical Completion Date of the Contract, but shall not imply all the obligations of the Contractor under the Contract have been fulfilled. 1-05.12 Final Acceptance The third and fourth sentences in paragraph 1 are deleted and replaced with: The Final Acceptance date shall be that date in which the Renton City Council formally approves acceptance of the Contract. iw 1-05.13 Superintendents, Labor and Equipment of Contractor Revise the seventh paragraph to read: Whenever the Contracting Agency evaluates the Contractor's qualifications pursuant to Section 1- 02.1,the Contracting Agency will take these performance reports into account. 1-05.14 Cooperation with Other Contractors Yr Section 1-05.14 is supplemented as follows: Contractor shall afford Owner and other contractors working in the area reasonable opportunity for the introduction and storage of their materials and the execution of their respective work and shall properly connect and coordinate Contractor's work with theirs. Other utilities,districts,agencies,and contractors who may be working within the project area are: 1. Puget Sound Energy(gas and electric) 2. AT&T Broadband 3. QWest Communications it 4. City of Renton(water, sewer,transportation) 5. Soos Creek Sewer and Water District 6. Cedar River Sewer and Water District 7. Skyway Sewer and Water District 8. Private contractors employed by adjacent property owners 19 err 3 The Contractor shall coordinate with City of Renton on tying into any existing electrical service 3 cabinet. 1-05.16 Water and Power Section 1-05.16 is a new section: The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work,unless the contract includes power and water as a pay item. 1-05.17 Oral Agreements Section 1-05.17 is a new section: No oral agreement or conversation with any officer,agent,or employee of the Contracting Agency, either before or after execution of the contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency. 1-05.18 Contractor's Daily Diary Section 1-05.18 is a new section: 3 Contractor and subcontractors shall maintain and provide to Engineer a Daily Diary Record of this Work. This Diary will be created by pen entries in a hard-bound diary book of the type that is commonly available through commercial outlets. The Diary must contain the Project and Number; if 3, the Diary is in loose-leaf form, this information must appear on every page. The Diary must be kept and maintained by Contractor's designated project superintendent(s). Entries must be made on a daily basis and must accurately represent all of the project activities on each day. At a minimum,the diary shall show on a daily basis: 1. The day and date. 2. The weather conditions,including changes throughout the day. 3 3. A complete description of work accomplished during the day with adequate references to the Plans and Contract Provisions so that the reader can easily and accurately identify said work in the Plans. Identify location/description of photographs or videos taken that day. 4. An entry for each and every changed condition, dispute or potential dispute, incident, 3 accident, or occurrence of any nature whatsoever which might affect Contractor, Owner, or any third party in any manner. 5. Listing of any materials received and stored on- or off-site by Contractor for future installation,to include the manner of storage and protection of the same. 3 6. Listing of materials installed during each day. 7. List of all subcontractors working on-site during each day. 8. Listing of the number of Contractor's employees working during each day by category of 3 employment. 9. Listing of Contractor's equipment working on the site during each day. Idle equipment on the site shall be listed and designated as idle. 10. Notations to explain inspections, testing, stake-out, and all other services furnished by 3 Owner or other parry during each day. 11. Entries to verify the daily (including non-work days) inspection and maintenance of traffic control devices and condition of the traveled roadway surfaces. Contractor shall not allow any conditions to develop that would be hazardous to the public. 12. Any other information that serves to give an accurate and complete record of the nature, quantity, and quality of Contractor's progress on each day. 13. Plan markups showing locations and dimensions of constructed features to be used by Engineer to produce record drawings. 14. All pages of the diary must be numbered consecutively with no omissions in page numbers. 15. Each page must be signed and dated by Contractor's official representative on the project. 20 it Contractor may use additional sheets separate from the diary book if necessary to provide a complete diary record,but they must be signed,dated,and labeled with project name and number. It is expressly agreed between Contractor and Owner that the Daily Diary maintained by Contractor shall be the "Contractor's Book of Original Entry" for the documentation of any potential claims or disputes that might arise during this Contract. Failure of Contractor to to maintain this Diary in the manner described above will constitute a waiver of any such claims or disputes by Contractor. Engineer or other Owner's representative on the job site will also complete a Daily Construction Report. 1-06 CONTROL OF MATERIAL 1-06.1 Approval of Materials Prior to Use Section 1-06.1 is supplemented as follows: The materials and equipment lists submitted to Engineer at the Preconstruction Conference shall include the quantity, manufacturer and model number, if applicable, of materials and equipment to be installed under the Contract. This list will be checked by Engineer as to conformity with the Contract Documents. Engineer will review the lists within 10 working days, noting required corrections. Contractor shall make required corrections and file 2 corrected copies with Engineer within one week after receipt of required corrections. Engineer's review and acceptance of the lists shall not relieve Contractor from responsibility for suitability for the intended purpose, nor for deviations from the Contract Documents. 1-06.2(1) Samples and Tests for Acceptance r Section 1-06.2(1)is supplemented a follows: The finished Work shall be in accordance with approved samples. Approval of samples by Engineer does not relieve Contractor of responsibility for performance of the Work in accordance with the Contract Documents. 1-06.2(2) Statistical Evaluation of Materials for Acceptance Section 1-06.02(2)is supplemented by adding the following: Unless stated otherwise in the special provisions, statistical evaluation will not be used by the City of Renton. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws to be Observed Section 1-07.1 is supplemented as follows: Contractor shall erect and properly maintain, at all times, as required by the conditions and progress of the work, all necessary safeguards for protection of workers and the public; shall post danger signs warning against known or unusual hazards; and shall designate as Safety Supervisor a responsible employee on the construction site whose duty shall be the enforcement of safety. The name and position of such person so designated shall be reported in writing to Engineer by Contractor. Contractor shall, at all times, enforce strict discipline and good order among all employees and shall not employ any person unfit or not skilled in the work assigned to him/her. �r Necessary sanitation conveniences for the use of the workers on the job, properly secluded from public observation,shall be provided and maintained by Contractor. 21 fir In cases of conflict between different safety regulations,the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). The Contractor shall maintain at the project site office,or other well known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish,publish,and make known to all employees,procedures for ensuring immediate removal to a hospital, or doctor's care,persons, including employees,who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor's care. The Contractor shall have sole responsibility for the safety,efficiency,and adequacy of the Contractor's plant,appliances,and methods,and for any damage or injury resulting from their failure, or improper maintenance,use,or operation. The Contractor shall be solely and completely responsible for the conditions of the project site,including safety for all persons and property in the performance of the work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the Contractor's performance does not,and shall not,be intended to include review and adequacy of the Contractor's safety measures,in,on,or near the project site. 1-07.2 State Taxes Section 1-07.2 is supplemented as follows: The work on this contract is to be performed upon lands whose ownership obligates the Contractor to pay Sales tax. The provisions of Section 1-07.2(1)apply. 1-07.6 Permits and Licenses Section 1-07.6 is supplemented as follows: The permits, easements, and right of entry documents that have been acquired are available for inspection and review. Contractor shall be required to comply with all conditions of the permits, easements, and rights of entry, at no additional cost to Owner. Contractor is required to indemnify Owner from claims on all easements and rights of entry. All other permits, licenses, etc., shall be the responsibility of Contractor. Contractor shall comply with the special provisions and requirements of each. Permits, permission under franchises, licenses and bonds of a temporary nature necessary for and during the prosecution of the work, and inspection fees in connection therewith shall be secured and paid for by Contractor. If Owner is required to secure such permits, permission under franchises, licenses and bonds, and pay the fees, the costs incurred by Owner thereby shall be charged against Contractor and deducted from any funds otherwise due Contractor. 1-07.9(5) Required Documents Delete the first sentence of the third paragraph,and replace it with the following: Contractor must submit weekly-certified payrolls for the Contractor and all subcontractors and lower tier subcontractors,regardless of project's funding source. 22 1r 1-07.11(11) City of Renton Affidavit of Compliance Section 1-07.11(11)is new: im Each Contractor, Subcontractor, Consultant, and or Supplier shall complete and submit a copy of the "City of Renton Fair Practices Policy Affidavit of Compliance". A copy of this document will be bound in the bid documents. �r 1-07.13(1) General Section 1-07.13(1)is supplemented as follows: During unfavorable weather and other conditions, the contractor shall pursue only such portions of the work as shall not be damaged thereby. No portion of the work whose satisfactory quality or efficiency will be affected by unfavorable conditions shall he constructed while these conditions evict 1—inlegg 1Jv gnPrial ffieanS nr nrPCaiitinng acceptable to the engineer,the contractor shall be able to overcome them.rvv�� r-� 1-07.15 Temporary Water Pollution/Erosion Control Delete the first paragraph,and replace it with the following: In an effort to prevent, control, and stop water pollution and erosion within the project, thereby protecting the work, nearby land, streams , and other bodies of water,the Contractor shall perform all work in strict accordance with all Federal, State, and local laws and regulations governing waters of the State, as well as permits acquired for the project. When working within the primary buffer of Kennydale Creek, BMPs shall be utilized during construction in order to prevent and minimize any sediment and/or debris from entering Kennydale Creek. Those BMPs shall consist of at a minimum: it A. Silt Fencing. Silt fencing shall be installed along all areas of work within the stream buffer area. Silt fences within said buffer areas shall be checked daily during construction and any defects not conforming to city standards shall be rectified and/or repaired immediately prior to any work commencing or continuing within the stream buffer zone. B. Catch Basin Filters. Catch basin Filters shall be utilized for all existing catch basins within rlr the scope of the project. Special attention shall be paid to filters installed in catch basins that lead to Kennydale Creek. For catch basins draining to Kennydale Creek, filters shall be checked daily and after every rain event during construction. Any filters that show signs of clogging shall be cleaned or replaced immediately. Do not wash sediment into storm drains while cleaning, rather spread out evenly in an approved construction stockpile area. Additional BMPs may be required as construction progresses due to construction practices or as seasonal conditions dictate. Those additional measures shall be determined by the city inspector. { Those additional measures may include,but are not limited to the following list of BMPs: C. Mulching. Mulching may be used as an immediate temporary protection from erosion. Mulches shall be selected to minimize potential floatation of organic materials. Composted organic materials have higher specific gravities (densities) and should be utilized in place of straw, wood or chipped materials within the stream buffer. Composted mulches shall have no visible water or dust during handling and shall be applied to a minimum depth of 2 inches (approximately 100 tons per acre or 800 pounds per cubic yard). Mulch shall be inspected weekly and after every rain event. Replace as necessary to maintain a minimum 2-inch thickness. lr 23 it Sod shall be free of weeds of uniform thickness (approximately 1-inch thick), and D. Sodding. ( pP Y shall have a dense root mat for mechanical strength. Sod shall be inspected weekly and after every rain event.Remove and replace any sections that show to be unhealthy or sedimentation. E. Straw Bale Barrier. Straw bales shall only be utilized in areas where a decrease in runoff velocity is desired. Straw bales shall be inspected immediately after any run-off producing rain event and daily during prolonged periods of rainfall. Sediment deposits shall be removed after each run-off producing rain event.All necessary repairs or replacement of bales shall be performed immediately. F. Straw Wattles. Straw wattles may be utilized to reduce the velocity of runoff and control sediment. Wattles shall be inspected weekly and after every run-off producing rain event to ensure that the wattles are in good contact with the ground and that no scouring has occurred beneath the. wattle.Re-trench and re-anchor wattles immediately. G. Gravel Filter Berm. Gravel filter berms can be utilized to reduce the velocity of runoff and retain sediment. Berm material shall consist of 3/4-inch to 3-inch washed, well-graded gravel or crushed rock with less that 5% fines. Inspect filter berm after every run-off producing rain event, remove sediment and replace berm material as required. Absolutely no construction materials are to be stored within 100 feet of the stream buffer area. Likewise no construction equipment that can leak fuel / oil / or other chemicals shall be parked unattended or left overnight within 100 feet of the stream buffer area. 1-07.16(1) Private/Public Property Section 1-07.16(1)is supplemented by adding the following: The Contracting Agency will obtain all easements and franchises required for the project. The contractor shall limit his operation to the areas obtained and shall not trespass on private property. The Contracting Agency may provide certain lands, as indicated in connection with the work under the contract together with the right of access to such lands. The contractor shall not unreasonably encumber the premises with his equipment or materials. The contractor shall provide, with no liability to the Contracting Agency, any additional land and access thereto not shown or described that may be required for temporary construction facilities or storage of materials. He shall construct all access roads, detour roads, or other temporary work as required by his operations. The contractor shall confine his equipment, storage of material, and operation of his workers to those areas shown and described and such additional areas as he may provide. A. General. All construction work under this contract on easements,right-of-way, over private property or franchise, shall be confined to the limits of such easements,right-of-way or franchise. All work shall be accomplished so as to cause the least amount of disturbance and a minimum amount of damage. The contractor shall schedule his work so that trenches across easements shall not be left open during weekends or holidays and trenches shall not be open for more than 48 hours. B. Structures. The contractor shall remove such existing structures as may be necessary for the performance of the work and, if required, shall rebuild the structures thus removed in as good a condition as found. He shall also repair all existing structures which may be damaged as a result of the work under this contract. 24 C. Easements,cultivated areas and other surface improvements. All cultivated areas,either agricultural or lawns,and other surface improvements which are damaged by actions of the contractor shall be restored as nearly as possible to their original condition. Prior to excavation on an easement or private right-of-way,the contractor shall strip top soil from the trench or construction area and stockpile it in such a manner that it may be replaced by him,upon completion of construction. Ornamental trees and shrubbery shall be carefully removed with the earth surrounding their roots wrapped in burlap and replanted in their original positions within 48 hours. All shrubbery or trees destroyed or damaged, shall be replaced by the contractor with material of equal quality at no additional cost to the Contracting Agency. In the event that it is necessary to trench through any lawn area,the sod shall be carefully cut and rolled and replaced after the trenches have been backfilled. The lawn area shall be cleaned by sweeping or other means,of all earth and debris. The contractor shall use rubber wheel equipment similar to the small tractor-type backhoes used by side sewer contractors for all work,including excavation and backfill, on easements or rights-of-way which have lawn areas. All fences,markers,mailboxes,or other temporary obstacles shall be removed by the contractor and immediately replace,after the trench is backfilled,in their original position. The contractor shall notify the Contracting Agency and property Owner at least 24 hours in advance of any work done on easements or rights-of-way. Damage to existing structures outside of easement areas that may result from dewatering and/or other construction activity under this contract shall be restored to their original condition or better. The original condition shall be established by photographs taken and/or inspection made prior to construction. All such work shall be done to the satisfaction of the property Owners and the Contracting Agency at the expense of the contractor. D. Streets. The contractor will assume all responsibility of restoration of the surface of all streets (traveled ways)used by him if damaged. In the event the contractor does not have labor or material immediately available to make necessary repairs, the contractor shall so inform the Contracting Agency. The Contracting Agency will make the necessary repairs and the cost of such repairs shall be paid by the contractor. The contractor is responsible for identifying and documenting any damage that is pre-existing or caused by others. Restoration of excavation in City streets shall be done in accordance with the City of Renton Trench Restoration Requirements, which is available at the Public Works Department Customer Services counter on the 6th floor,Renton City Hall, 1055 South Grady Way. 1-07.17 Utilities and Similar Facilities Section 1-07.17 is supplemented by adding: Existing utilities indicated in the Plans have been plotted from the best information available to Engineer. Information and data shown or indicated in the Contract Documents with respect to existing underground utilities or services at or contiguous to the project site are based on information and data furnished to Owner and Engineer by owners of such underground facilities or others, and Owner and Engineer do not assume responsibility for the accuracy or completeness thereof. It is to be understood that other aboveground or underground facilities not shown in the Plans may be encountered during the course of the work. All utility valves,manholes,vaults,or pull boxes which are buried shall be conspicuously marked in a fashion acceptable to the Owner and Engineer by the Contractor to allow their location to be determined by the Engineer or utility personnel under adverse conditions, (inclement weather or darkness). �r 25 err F Where underground main distribution conduits, such as water, gas, sewer, electric power, or -3 telephone, are shown on the Plans, the Contractor, for the purpose of preparing his bid, shall assume that every property parcel will be served by a service connection for each type of utility. Contractor shall check with the utility companies concerning any possible conflict prior to commencing excavation in any area. Contractor shall resolve all crossing and clearance problems with the utility company concerned. No excavation shall begin until all known facilities, in the vicinity of the excavation area,have been located and marked. In addition to Contractor having all utilities field marked before starting work, Contractor shall have all utilities field marked after they are relocated in conjunction with this project. Call Before You Dig The 48 Hour Locators 1-800-424-5555 At least 2 and not more than 10 working days prior to commencing any excavations for utility potholing or for any other purpose under this Contract, Contractor shall notify the Underground Utilities Location Center by telephone of the planned excavation and progress schedule. Contractor is also warned that there may be utilities on the project that are not part of the One Call system. They must be contacted directly by Contractor for locations. Contractor shall make arrangements 48 hours in advance with respective utility owners to have a representative present when their utility is exposed or modified,if the utility chooses to do so. Existing utilities for telephone, power, gas, water, and television cable facilities shall be adjusted or relocated by the appropriate utility company unless otherwise noted in the Plans. These adjustments may be completed before Contractor begins work, or may be performed in conjunction with the contract work. Contractor shall be entirely responsible for coordination with the utility companies and arranging for the movement or adjustment, either temporary or permanent, of their facilities within the project limits. See also Section 1-05.14 of these Special Provisions. If or when utility conflicts occur, Contractor shall continue the construction process on other aspects of the project whenever possible. No additional compensation will be made to Contractor for reason of delay caused by the actions of any utility company and Contractor shall consider such costs to be incidental to the other items of the contract. Utility Potholing Potholing may be included as a bid item for use in determining the location of existing utilities in advance of the Contractor's operations. If potholing is not included as a bid item then it shall be considered incidental to other work. The Contractor shall submit all potholing requests to the Engineer for approval, at least 2 working days before potholing is scheduled. Additionally, the Contractor shall provide potholing at Engineer's request. In no way shall the work described under Utility Potholing relieve Contractor of any of the responsibilities described in Section 1-07.17 of the Standard Specifications and Special Provisions, and elsewhere in the Contract Documents. 13 1-07.17(1) Interruption of Services Section 1-07.17(1)is a new section: Whenever in the course of the construction operation it becomes necessary to cause an outage of utilities, it shall be Contractor's responsibility to notify the affected users and Engineer not less than 48 hours in advance of such outage. Contractor shall make reasonable effort to minimize the duration of outages, and shall estimate the length of time service will be interrupted and so notify the users. In the case of any utility outage that has exceeded or will exceed four hours,user contact shall again be made. Temporary service,if needed,will be arranged by Contractor at no cost to Owner. 26 3 Overhead lighting outages shall not exceed 24 hours. All cost to Contractor for providing temporary overhead lighting to meet above requirements shall be incidental to the various unit and lump sum items of the Contract; no separate payment will be made. 1-07.18 Public Liability and Property Damage Insurance Section 1-07.18 is deleted replaced by the following new section and subsections: ,r 1-07.18(1) General The contractor shall obtain and maintain in full force and effect, from the Contract Execution Date to the Completion Date, public liability and property damage insurance with an insurance company(ies) or through sources approved by the State Insurance Commissioner pursuant to RCW 48. The Contractor shall not begin work under the Contract until the required insurance has been obtained and atntnroved b the Contracting Agency. Insurance shall n Q��i e r veraae to the irrr Y a a- --Y t T d o._ ..b_ Y_._ Contractor, all subcontractors, Contracting Agency and the Contracting Agency's consultant.The coverage shall protect against claims for bodily injuries, personal injuries, including accidental death, as well as claims for property damages which may arise from any act or omission of the Contractor or the subcontractor, or by anyone directly or indirectly employed by either of them. If warranted work is required the Contractor shall provide the City proof that insurance coverage and limits established under the term of the Contract for work are in full force and effect during the period of warranty work. The Contracting Agency may request a copy of the actual declaration pages(s)for each insurance policy effecting coverage(s) required on the contract prior to the date work commences. Failure of the Contractor to fully comply during the term of the Contract with the requirements described herein will be considered a material breach of contract and shall be caused for immediate termination of the Contract at the option of the Contracting Agency. 11w All costs for insurance shall be incidental to and included in the unit or lump sum prices of the contract and no additional payment will be made. 1-07.18(2) Coverages As part of the response to this proposal, the Contractor shall submit a completed City of Renton Insurance Information form which details specific coverage and limits for this contract. �r All coverage provided by the Contractor shall be in a form and underwritten by a company acceptable to the Contracting Agency. The City requires that all insurers: 1. Be licensed to do business within the State of Washington. 2. Coverage to be on an "occurrence" basis (Professional Liability and Pollution coverage are acceptable when written on a claims-made basis). The City may also require proof of professional liability coverage be provided for up to two (2) years after the completion of the project. 3. The City may request a copy of the actual declaration page(s) for each insurance policy affecting coverage(s) required by the Contract prior to the date work commences. �w 4. Possess a minimum A.M. Best rating of AVII(A rating of A XII or better is preferred.) If any insurance carrier possesses a rating of less than AVII, the City may make an exception. The City reserves the right to approve the security of the insurance coverage provided by the insurance company(ies), terms, conditions, and the Certificate of Insurance. Failure of the Contractor to fully comply during the term of the contract with these requirements will be considered a material breach of contract and shall be cause for immediate termination of the contract at the option of the City. 27 �1rr The Contractor shall obtain and maintain the minimum insurance coverage set forth below. By requiring such minimum insurance,the City of Renton shall not be deemed or construed to have assessed the risks that may be applicable to the Contractor. The Contractor shall assess its own risks and if it deems appropriate and/or prudent,maintain higher limits and/or broader coverage. Coverage shall include: A. Commercial General Liability - ISO 1993 Form or equivalent. Coverage will be written on an occurrence basis and include: • Premises and Operations (including CG2503; General Aggregate to apply per project,if applicable). • Explosion, Collapse and Underground Hazards • Products/Completed Operations • Contractual Liability (including Amendatory Endorsement CG 0043 or equivalent which includes defense coverage assumed under contract) • Broad Form-Property Damage • Independent Contractors • Personal/Advertising Injury • Stop Gap Liability B. Automobile Liability including all • Owned Vehicles • Non-Owned Vehicles • Hired Vehicles C. Workers'Compensation • Statutory Benefits(Coverage A) -Show Washington Labor&Industries Number D. Umbrella Liability(when necessary) • Excess of Commercial General Liability and Automobile Liability. Coverage should be as broad as primary. E. Professional Liability - (whenever the work under this Contract includes Professional Liability, (i.e. architectural, engineering, advertising, or computer programming) the CONTRACTOR shall maintain professional liability covering wrongful acts, errors and/or omissions of the CONTRACTOR for damage sustained by reason of or in the course of operations under this Contract. F. The Contracting Agency reserves the right to request and/or require additional coverages as may be appropriate based on work performed(i.e.pollution liability). CONTRACTOR shall Name CITY OF RENTON, and its officers, officials, agents, employees and volunteers as Additional Insured (ISO Form CG 2010 or equivalent). The CONTRACTOR shall provide CITY OF RENTON Certificates of insurance prior to commencement of work.The City reserves the right to request copies of insurance policies, if at their sole discretion it is deemed appropriate.Further, all policies of insurance described above shall: A. Be on a primary basis not contributory with any other insurance coverage and/or self- insurance carried by CITY OF RENTON. B. Include a Waiver of Subrogation Clause. C. Severability of Interest Clause(Cross Liability) D. Policy may not be non-renewed,canceled or materially changed or altered unless forty- five (45) days prior written notice is provided to CITY OF RENTON. Notification shall be provided to CITY OF RENTON by certified mail. 1-07.18(3) Limits LIMITS REQUIRED Providing coverage in these stated amounts shall not be construed to relieve the contractor from liability in excess of such limits. The CONTRACTOR shall carry the following limits of liability as required below: Commercial General Liability General Aggregate* $2,000,000 ** Products/Completed Operations $2,000,000** Aggregate Each Occurrence Limit $1,000,000 317 28 21 it 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) i **Amount may vary based on project risk Automobile Liability Bodily Injury/Property Damage $1,000,000 (Each Accident) Workers. Statutory Benefits-Coverage A Variable (Show Washington Labor and Industries Number) Umbrella Liability Each Occurrence Limit $1,000,000 General Aggregate Limit $1,000,000 Products/Completed Operations $1,000,000 jyr Aggregate Professional Liability(If required) Each Occurrence/ $1,000,000 Incident/Claim Aggregate $2,000,000 Pollution Liability(If required) To apply on a per project basis Per Loss $1,000,000 Aggregate $1,000,000 fir 29 ADDITIONAL REQUIREMENTS (CONTRACTOR) shall Name CITY OF RENTON,and its officers,officials,agents,employees and volunteers as Additional Insured's(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. The Contractor shall promptly advise the CITY OF RENTON in writing in the event any general aggregate or other aggregate limits are reduced. At their own expense, the CONTRACTOR will reinstate the aggregate to comply with the minimum limits and requirements as stated in Section 1- 07.18(3) and shall furnish the CITY OF RENTON a new Certificate of Insurance showing such coverage is in force. 1-07.18(4) Evidence of Insurance: Within 20 days of award of the contract the CONTRACTOR shall provide evidence of insurance -3 by submitting to the CONTRACTING AGENCY the following: 1. City of Renton Insurance Information Form(attached herein)without modification. On 2. Certificate of Insurance (Accord Form 25s or equivalent) conforming to items as specified in Sections 1-07.18(1), 1-07.18(2), and 1-07.18(3) as revised above. Other requirements are as follows: A. Strike the following or similar wording: "This Certificate is issued as a matter of information only and confers no rights upon the Certificate Holder"; B. Strike the wording regarding cancellation notification to the City: "Failure to mail such notice shall impose no obligation or liability of any kind upon the company,its agents or representatives". C. Amend the cancellation clause to state: "Policy may not be non-renewed, canceled or materially changed or altered unless 45 days prior written notice is provided to the City". Notification shall be provided to the City by certified mail. For Professional Liability coverage only, instead of the cancellation language specified above, the City will accept a written agreement that the consultant's broker will provide the required notification. 1-07.22 Use of Explosives Section 1-07.22 is supplemented by the following: Explosives shall not be used without specific authority of the Engineer, and then only under such restrictions as may be required by the proper authorities. Explosives shall be handled and used in strict compliance with WAC 296-52 and such local laws, rules and regulations that may apply. The individual in charge of the blasting shall have a current Washington State Blaster Users License. The Contractor shall obtain, comply with, and pay for such permits and costs as are necessary in conjunction with blasting operations. 30 1-07.23(1) Construction Under Traffic Section 1-07.23(1) is supplemented by adding the following: The contractor shall be responsible for controlling dust and mud within the project limits and on any street which is utilized by his equipment for the duration of the project. The contractor shall be prepared to use watering trucks,power sweepers, and other pieces of equipment as deemed necessary by the engineer,to avoid creating a nuisance. lr Dust and mud control shall be considered as incidental to the project, and no compensation will be made for this section. Complaints of dust, mud, or unsafe practices and/or property damage to private Ownership will be transmitted to the Contractor and prompt action in correcting them will be required by the Contractor. Contractor shall maintain the roads during construction in an snitahlP condition to minimi�P affe�tS to o _,,...,__»_--„-- vehicular and pedestrian traffic. All cost to maintain the roads shall be borne by Contractor. At least one-way traffic shall be maintained on all cross-streets within the project limits during working hours. One lane shall be provided in each direction for all streets during non-working hours. Contractor shall provide one driveable roadway lane and maintain convenient access for local and commuter traffic to driveways, businesses, and buildings along the line of Work throughout the iN course of the project. Such access shall be maintained as near as possible to that which existed prior to the commencement of construction. This restriction shall not apply,to the paving portion of the construction process. Contractor shall notify and coordinate with all property owners and tenants of street closures, or other restrictions which may interfere with their access—at least 24 hours in advance for single-family residential property, and at least 48 hours in advance for apartments, offices, and commercial property. Contractor shall give a copy of all notices to Engineer. When the abutting owners'access across the right-of-way line is to be eliminated and replaced under the Contract by other access, the existing access shall not be closed until the replacement access io facility is available. All unattended excavations shall be properly barricaded and covered at all times. Contractor shall not open any trenches that cannot be completed and refilled that same day. Trenches shall be patched or covered by a temporary steel plate, at Contractor's expense, except in areas where the roadway remains closed to public traffic. Steel plates must be anchored. 1-07.23(1) Construction Under Traffic Revise the second paragraph to read: To disrupt public traffic as little as possible, the Contractor shall permit traffic to pass through the work with the least possible inconvenience or delay. The Contractor shall maintain existing roads, streets, sidewalks, driveways. and paths within the project limits, keeping them open, and in good, clean, safe condition at all times. Deficiencies caused by the Contractor's operations shall be repaired at the Contractor's expense. Deficiencies not caused by the Contractor's operations shall be repaired , by the Contractor when directed by the Engineer, at the Contracting Agency's expense. The Contractor shall also maintain roads, streets, sidewalks, driveways, and paths adjacent to the project r limits when affected by the Contractor's operations. Snow and ice control will be performed by the Contracting Agency on all projects. Cleanup of snow and ice control debris will be at the Contracting Agency's expense. The Contractor shall perform the following: 1. Remove or repair any condition resulting from the work that might impede traffic or create a hazard. �r : 31 �r 2. Keep existing traffic signal and highway lighting systems in operation as the work proceeds. 3(The Contracting Agency will continue the route maintenance on such system.) J11 3. Maintain the striping on the roadway at the Contracting Agency's expense. The Contractor shall be responsible for scheduling when to renew striping, subject to the approval of the Engineer. When the scope of the project does not require work on the roadway,the Contracting Agency will be responsible for maintaining the striping. 4. Maintain existing permanent signing. Repair of signs will be at the Contracting Agency's expense,except those damaged due to the Contractor's operations. 5. Keep drainage structures clean to allow for free flow of water. Cleaning of existing drainage structures will be at the Contracting Agency's expense when approved by the Engineer, except J when flow is impaired due to the Contractor's operations. 1-07.23(2) Construction and Maintenance of Detours Revise the second paragraph to read: Revise the first paragraph to read: Unless otherwise approved, the Contractor shall maintain two-way traffic during construction. The Contractor shall build, maintain in a safe condition, keep open to traffic, and remove when no longer needed: 1. Detours and detour bridges that will accommodate traffic diverted from the roadway, bridge, sidewalk,driveway,or path during construction, , 2. Detour crossings of intersecting highway,and 3. Temporary approaches. 1-07.24 Rights of Way Delete this section in its entirety,and replace it with the following: Street right of way lines, limits of easements. and limits of construction permits are indicated on the Drawings. The Contractor's construction activities shall be confined within these limits unless arrangements for use of private property are made. Generally, the Contracting Agency will have obtained, prior to Bid opening, all rights of way and easements, both permanent and temporary, necessary for carrying out the completion of the Work. Exceptions to this are noted in the Contract Documents or brought to the Contractor's attention by a duly issued Addendum. Whenever any of the Work is accomplished on or through property other than public right of way,the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement I J, agreements are included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted on the Drawings.The Contractor shall not proceed with any portion of the Work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry had been received. l If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements,rights of entry of right of way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. 32 Each property owner shall be given 48 hours notice prior to entry by the Contactor. This includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing, without expense or liability of the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any r private property, whether adjoining the Work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this contract.The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall irnrhide tha narel n number and date of cicmtr 1 afiira Written releases must be Marl with the Engineer before the Completion Date will be established. 1-08 PROSECUTION AND PROGRESS 1-08.0 Preliminary Matters Section 1-08.0 is a new section with subsection: 1-08.0(1) Preconstruction Conference Section 1-08.0(1)is a new subsection: The Engineer will furnish the Contractor with up to 5 copies of the Contract Documents.Additional documents may be furnished upon request at the cost of reproduction. Prior to undertaking each part of the Work the Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures shown therein and all applicable field measurements. The Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy which the Contractor may discover. After the Contract has been executed, but prior to the Contractor beginning the Work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. The Contractor shall prepare and submit at the preconstruction meeting: 4 Contractor's plan of operation and progress schedule(3+copies) 4 Approval of qualified subcontractors (bring list of subcontractors if different from list submitted with Bid) 4 List of materials fabricated or manufactured off the project 4 Material sources on the project j 4 Names of principal suppliers 4 Detailed equipment list, including "Rental Rate Blue Book' hourly costs (both working and standby rates) 4 Weighted wage rates for all employee classifications anticipated to be used on Project 4 Cost percentage breakdown for lump sum bid item(s) 4 Shop Drawings(bring preliminary list) 4 Traffic Control Plans(3+copies) 4 Temporary Water Pollution/Erosion Control Plan In addition,the Contractor shall be prepared to address: Bonds and insurance Project meetings—schedule and responsibilities Provision for inspection for materials from outside sources Responsibility for locating utilities Responsibility for damage 33 for relocations if b other than Contractor Time schedule o y Compliance with Contract Documents Acceptance and approval of work Labor compliance,payrolls,certifications Safety regulations for Contractors'and Owner's employees and representatives Suspension of work,time extensions Change order procedures Progress estimates-procedures for payment Special requirements of funding agencies Construction engineering, advance notice of special work Any interpretation of the Contract Documents requested by Contractor Any conflicts or omissions in Contract Documents Any other problems or questions concerning the work Processing and administration of public complaints Easements and ribhtg of entry Other contracts The franchise utilities may be present at the preconstruction conference, and Contractor should be prepared for their review and discussion of progress schedule and coordination. 1-08.0(2) Hours of Work Section 1-08.0(2)is a new subsection: Except in the case of emergency or unless otherwise approved by the Contracting Agency,the normal straight time working hours for the contract shall be any consecutive 8-hour period between 7:00 a.m. and 7:00 p.m. of a working day with a maximum 1-hour lunch break and a 5-day work week. The normal straight time 8-hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing the Work. 5 If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 7:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work such times. Permission to work longer than an 8-hour period between 7:00 a.m. an 7:00 p.m. is not J, required. Such requests shall be submitted to the Engineer no later than noon on the working day prior to the day for which the Contractor is requesting permission to work. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 7:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the contractor exceeds the Contracting Agency's noise control regulations or complaints are received from the public or adjoining property owners regarding the noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons. Permission to work Saturdays, Sunday, holidays of other than the agreed upon normal straight time working hours Monday through Friday may be given subject to certain other conditions set forth by the Contracting Agency or Engineer. These conditions may include but are not limited to : requiring the Engineer or such assistants as the Engineer may deem necessary to be present during the Work; requiring the Contractor to reimburse the Contracting Agency for the cost of engineering salaries paid Contracting Agency employees who worked during such times; considering the Work performed on Saturday and holiday as working day with regards to the Contract Time; and considering multiple work shifts as multiple working days with respect to Contract Time even though the multiple shifts occur in a single 24-hour period. Assistants may include, but are not limited to, survey crews; personnel from the Contracting Agency's material testing lab; inspectors; and other Contracting Agency employees when in the opinion of the Engineer such work necessitates their presence. 34 1-08.0(3) Reimbursement for Overtime Work of Contracting Agency Employees Section 1-08.0(3)is a new subsection: Where the Contractor elects to work on a Saturday, Sunday,or other holiday, of longer than an 8-hour work shift on a regular working day, as defined in the Standard Specifications, such work shall be considered as overtime work. On all such overtime work an inspector will be present,and a survey crew may be required at the discretion of the Engineer. The Contractor shall reimburse the wr Contraction Agency for the full amount of the straight time plus overtime costs for employees of the Contracting Agency required to work overtime hours. The Contractor by these Specifications does hereby authorize the Engineer to deduct such costs from o' the amount due or to become due the Contractor. 1-08.1 Subcontracting SeCtinn 1-QR 1 is supplemented as follows: \Written requests for change in subcontractors shall be submitted by Contractor to Engineer at least 7 calendar days prior to start of a subcontractor's work. Contractor agrees that s/he is fully responsible to Owner for the acts and omissions of all subcontractors and lower-tier subcontractors, and persons either directly or indirectly employed by the subcontractors, as well as for the acts and omissions of persons directly employed by Contractor. Contractor shall be required to give personal attention to the work that is sublet. Nothing contained in the Contract Documents shall create any contractual relation between any subcontractor and Owner. Contractor shall be responsible for making sure all subcontractors submit all required documentation, forms, etc. 1-08.2 Assignment The second paragraph of Section 1-08.2 is modified as follows: Contractor shall not assign any moneys due or to become due to Contractor hereunder without the INS prior written consent of Owner. The assignment, if approved, shall be subject to all setoffs, withholdings,and deductions required by law and the Contract. 1-08.3 Progress Schedule Section 1-08.3 is supplemented as follows: The progress schedule for the entire project shall be submitted 7 calendar days prior to the Preconstruction Conference. The schedule shall be prepared using the critical path method(CPM), preferably using Microsoft Project or equivalent software. The schedule shall contain this information,at a minimum: 1. Construction activities, in sufficient detail that all activities necessary to construct a complete and functional project are considered. Any activity that has a scheduled duration exceeding 30 calendar days shall be subdivided until no sub-element has a duration exceeding 30 calendar days. The schedule shall clearly indicate the activities that comprise the critical path. For each activity not on the critical path,the schedule shall show the float, or slack,time. 2. Procurement of material and equipment. 3. Submittals requiring review by Engineer. Submittal by Contractor and review by Engineer shall be shown as separate activities. 4. Work to be performed by a subcontractor,agent,or any third party. 5. Allowances for delays that could result from normal inclement weather (time extensions due to inclement weather will not be allowed). 6. Allowances for the time required by utilities (Owner's and others)to locate, monitor, and adjust their facilities as required. 35 W Engineer may request Contractor to alter the progress schedule when deemed necessary in the opinion g Y, q P �' of Engineer—in the interest of public safety and welfare or of Owner, or for coordination with any other activity of other contractors, the availability of all or portions of the job site, or special provisions of this Contract,or to reasonably meet the completion date of the project. Contractor shall provide such revised schedule within 10 days of request. If, at any time, in the opinion of Engineer, the progress of construction falls significantly behind schedule, Contractor may be required to submit a plan for regaining progress and a revised schedule indicating how the remaining work items will be completed within the authorized contract time. Contractor shall promptly report to Engineer any conditions which Contractor feels will require revision of the schedule and shall promptly submit proposed revisions in the progress schedule for acceptance by Engineer. When such changes are accepted by Engineer,the revised schedule shall be followed by Contractor. Weekly Schedule. Contractor shall submit a weekly progress schedule to Engineer which sets forth specific work to be performed the following week,and a tentative schedule for the second week. Failure to Maintain Progress Schedule. Engineer will check actual progress of the work against the progress schedule a minimum of two times per month. Failure, without just cause, to maintain progress in accordance with the approved schedule shall constitute a breach of Contract. If, through no fault of Contractor, the proposed construction schedule cannot be met, Engineer will require Contractor to submit a revised schedule to Engineer for acceptance. The approved revisions will thereafter,in all respects,apply in lieu of the original schedule. Failure of Contractor to follow the progress schedule submitted and accepted, including revisions thereof, shall relieve Owner of any and all responsibility for furnishing and making available all or any portion of the job site,and will relieve Owner of any responsibility for delays to Contractor in the performance of the work. The cost of preparing the progress schedule, any supplementary progress schedules, and weekly schedules shall be considered incidental to the Contract and no other compensation shall be made. 1-08.4 Notice to Proceed and Prosecution of the Work Section 1-08.4 is replaced with the following: Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of insurances have been approved and filed by the Owner. The Contractor shall not commence the Work until the Notice to Proceed has been given by the Engineer.The Contractor shall commence construction activities on the Project Site within ten days of the Notice to Proceed Date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the work. There shall be no voluntary shutdowns or slowing of operations by the Contractor without prior approval of the Engineer. Such approval shall not relieve the Contractor from the Contractual obligation to complete the work within the prescribed Contract Time. 1-08.5 Time For Completion The first five paragraphs of Section 1-08.5 are deleted and replaced with the following: The Work shall be physically completed in its entirety within the time specified in the Contract Documents or as extended by the Engineer.The Contract Time will be stated in"working days", shall begin on the Notice To Proceed Date or the date identified in the Notice to Proceed as "the first working day",and shall end on the Contract Completion Date. A nonworking day is defined as a Saturday, a Sunday, a day on which the contract specifically suspends work, or one of these holidays: January 1, Martin Luther King Day, President's Day, Memorial Day, July 4,Labor Day,November 11,Thanksgiving Day, the day after Thanksgiving, and Christmas Day. The day before Christmas shall be a holiday when Christmas Day occurs on a 36 Tuesday or Friday. The day after Christmas shall be a holiday when Christmas Day occurs on a Monday, Wednesday, or Thursday. When Christmas Day occurs on a Saturday, the two preceding working days shall be observed as holidays. When Christmas day occurs on a Sunday, the two working days following shall be observed as holidays. When holidays other than Christmas fall on a Saturday, the preceding Friday will be counted as a non-working day and when they fall on a Sunday the following Monday will be counted as a non-working day. The Contract Time has been established to allow for periods of normal inclement weather which, from historical records, is to be expected during the Contract Time, and during which periods, work is anticipated to be performed. Each successive working day, beginning with the Notice to Proceed Date and ending with the Physical Completion Date, shall be charged to the Contract Time as it occurs except a day or part of a day which is designated a nonworking day or an Engineer determined unworkable day. The Engineer will furnish the Contractor a weekly report showing (1) the number of working days charged against the Contract Time for the preceding week; (2)the Contract Time in working days; (3) the number of working days remaining in the Cnntrart Time; (41 the-umber of nonworking days; and -- --- -- (5) any partial or whole days the Engineer declared unworkable the previous week. This weekly report will be correlated with the Contractor's current approved progress schedule. If the Contractor elects to work 10 hours a day and 4 days a week (a 4-10 schedule) and the fifth day of the week in j , which a 4-10 shift is worked would ordinarily be charged as a working day then the fifth day of that week will be charged as a working day whether or not the Contractor works on that day. The Contractor will be allowed 10 calendar days from the date of each report in which to file a written protest of an alleged discrepancy in the Contract Time as reported. Otherwise, the report will be deemed to have been accepted by the Contractor as correct. The requirements for scheduling the Final Inspection and establishing the Substantial Completion, Physical Completion,and Completion Dates are specified in Sections 1-05.11 and 1-05.12. Revise the seventh paragraph to read: The Engineer will give the Contractor written notice of the completion date of the contract after all the Contractor's obligations under the contract have been performed by the Contractor. The following events must occur before the Completion Date can be established: 1. The physical work on the project must be complete; and 2. The Contractor must furnish all documentation required by the contract and required by law, to allow the Contracting Agency to process final acceptance of the contract. The following documents must be received by the Project Engineer prior to establishing a completion date: a. Certified Payrolls (Federal-aid Projects) b. Material Acceptance Certification Documents c. Annual Report of Amounts Paid as MBE/WBE Participants or Quarterly Report of Amounts Credited as DBE Participation,as required by the Contract Provisions. d. FHWA 47 (Federal-aid Projects) e. Final Contract Voucher Certification f. Property owner releases per Section 1-07.24 Section 1-08.5 is supplemented as follows: Within 10 calendar days after execution of the Contract by the Contracting Agency, Contractor shall provide the Contracting Agency with copies of purchase orders for all equipment items deemed critical by the Contracting Agency, including but not limited to signal controller materials, lighting standards, and signal standards required for the physical completion of the contract. Such purchase orders shall disclose the estimated delivery dates for the equipment. 37 All items of work which can be P erformed without delivery of the critical items shall start and be completed as soon as possible. At that time, Engineer may suspend the work upon request of Contractor until the critical items are delivered to Contractor, if the Contracting Agency received a purchase order within 10 calendar days after execution of the Contract by the Contracting Agency. Contractor will be entitled to only one such suspension of time during the performance of the work and during such suspension shall not perform any additional work on the project. Upon delivery of the critical items, contract time will resume and continue to be charged in accordance with Section 1- 08. 1-08.6 Suspension of Work Section 1-08.6 is supplemented as follows: Owner may at any time suspend the work, or any part thereof, by giving notice to Contractor in wri ting. The work shall be resurned by Contractor unthin 14 calendar day-, afte.r the date.. fixed in the written notice from Owner to Contractor to do so. Contractor shall not suspend work under the Contract without the written order of Owner. If it has been determined that Contractor is entitled to an extension of time, the amount of such extension shall be only to compensate for direct delays and shall be based upon Contractor's diligently pursuing the work at a rate not less than that which would have been necessary to complete the original Contract Work on time. 1-08.7 Maintenance During Suspension4 Revise the second paragraph to read: At no expense to the Contracting Agency,the Contractor shall provide through the construction area a safe, smooth, and unobstructed roadway, sidewalk, driveway, and path for public use during suspension (as required in section 1-07.23 or the Special Provisions). This may include a temporary road or detour. 1-08.9 Liquidated Damages Section 1-08.9 is supplemented as follows: In addition, Contractor shall compensate Owner for actual engineering inspection and supervision 34 costs and any other expenses and legal fees incurred by Owner as a result of such delay. Such labor costs will be billed to Contractor at actual costs,including administrative overhead costs. In the event that Owner is required to commence any lawsuit in order to enforce any provision of this Contract or to seek redress for any breach thereof, Owner shall be entitled to recover its costs, including reasonable attorneys fees,from Contractor. 1-08.11 Contractor's Plant and Equipment J-1 Section 1-08.11 is a new section: The contractor alone shall at all times be responsible for the adequacy, efficiency, and sufficiency of his and his subcontractor's plant and equipment. The Owner shall have the right to make use of the contractor's plant and equipment in the performance of any work on the site of the work. The use by the Owner of such plant and equipment shall be considered as extra work and paid for accordingly. Neither the Owner nor the engineer assumes any responsibility, at any time, for the security of the site from the time contractor's operations have commenced until final acceptance of the work by the engineer and the Owner. The contractor shall employ such measures as additional fencing, barricades, and watchmen service, as he deems necessary for the public safety and for the protection 38 of the site and his plant and equipment. The Owner will be provided keys for all fenced, secured areas. 1-08.12 Attention to Work Section 1-08.12 is a new section: The contractor shall give his personal attention to and shall supervise the work to the end that it shall j be prosecuted faithfully, and when he is not personally present on the work site, he shall at all times be represented by a competent superintendent who shall have full authority to execute the same, and to supply materials, tools, and labor without delay, and who shall be the legal representative of the contractor. The contractor shall be liable for the faithful observance of any instructions delivered to him or to his authorized representative. 1-09 MEASUREMENT AND PAYMENT 1-09.1 Measurement of Quantities Section 1-09.1 is supplemented by adding the following: Lump Sum. The percentage of lump sum work completed, and payment will be based on the cost percentage breakdown of the lump sum bid price(s) submitted at the preconstruction conference. The Contractor shall submit a breakdown of costs for each lump sum bid item. The breakdown shall list the items included in the lump sum together with a unit price of labor, materials, and equipment for each item. The summation of the detailed unit prices for each item shall add up to the lump sum bid. The unit price values may be used as a guideline for determining progress payments or deductions or additions in payment for ordered work changes. Cubic Yard Quantities. Contractor shall provide truck trip tickets for progress payments only in the # ; following manner. Where items are specified to be paid by the cubic yard,the following tally system shall be used. All trucks to be employed on this work will be measured to determine the volume of each truck. Each truck shall be clearly numbered,to the satisfaction of Engineer,and there shall be no duplication of numbers. Duplicate tally tickets shall be prepared to accompany each truckload of material delivered on the project. All tickets received that do not contain the following information will not be processed for payment: 1 Truck number 2 Quantity and type of material delivered in cubic yards 3 Drivers name,date and time of delivery 4 Location of delivery,by street and stationing on each street 5 Place for Engineer to acknowledge receipt rr 6 Pay item number 7 Contract number and/or name It will be Contractor's responsibility to see that a ticket is given to Engineer on the project for each truckload of material delivered. Pay quantities will be prepared on the basis of said tally tickets. Loads will be checked by Engineer to verify quantity shown on ticket. Quantities by Ton. It will be Contractor's responsibility to see that a certified weight ticket is given to the Inspector on the project at the time of delivery of materials for each truckload delivered. Pay quantities will be prepared on the basis of said tally tickets, delivered to Inspector at time of delivery �r of materials. Tickets not receipted by Inspector will not be honored for payment. 39 6 Each truck shall be clearly numbered to the satisfaction of Engineer and there shall be no duplication of numbers. Duplicate tickets shall be prepared to accompany each truckload of material delivered to the project. All tickets received that do not contain the following information will not be processed for payment: 1. Truck number 2. Truck tare weight(stamped at source) 3. Gross truck load weight in tons(stamped at source) 4. Net load weight(stamped at source) 5. Driver's name, date,and time of delivery 6. Location for delivery by street and stationing on each street 7. Place for Engineer to acknowledge receipt 8. Pay item number 9. Contract number and/or name 1-09.3 Scope of Payment Section 1-09.3 is supplemented by adding the following: The Bid Items listed in Section 1-09.14 will be the only items for which compensation will be made for the Work described in each section of the Standard Specifications when the Contractor performs the specified Work. Should a Bid Item be listed in a"Payment" clause but not in the Proposal Form, and Work for that item is performed by the Contractor and the work is not stated as included in or incidental to a pay item in the contract and is not work that would be required to complete the intent of the Contract per Section 1-04.1, then payment for that Work will be made as for Extra Work pursuant to a Change Order. The words "Bid Item," "Contract Item," and "Pay Item," and similar terms used throughout the Contract Documents are synonymous. If the "payment" clause in the Specifications relating to any unit Bid Item price in the Proposal Form requires that said unit Bid Item price cover and be considered compensation for certain work or material essential to the item, then the work or material will not be measured or paid for under any other Unit Bid Item which may appear elsewhere in the Proposal Form or Specifications. Pluralized unit Bid Items appearing in these Specifications are changed to singular form. Payment for Bid Items listed or referenced in the "Payment" clause of any particular Section of the Specifications shall be considered as including all of the Work required, specified,or described in that particular Section. Payment items will generally be listed generically in the Specifications, and specifically in the bid form.When items are to be"furnished"under one payment item and"installed" under another payment item, such items shall be furnished FOB project site, or, if specified in the Special Provisions, delivered to a designated site. Materials to be "furnished," or "furnished and installed"under these conditions, shall be the responsibility of the Contractor with regard to storage until such items are incorporated into the Work or, if such items are not to be incorporated into the work, delivered to the applicable Contracting Agency storage site when provided for in the Specifications. Payment for material "furnished," but not yet incorporated into the Work, may be made on monthly estimates to the extent allowed. 1-09.6 Force Account Section 1-09.6 is supplemented as follows: Owner has estimated and included in the Proposal, dollar amounts for all items to be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of Contractor's total bid. However,Owner does not warrant expressly or by implication,that the actual amount of work will correspond with those estimates. Payment will be made on the basis of the amount of work actually authorized by Engineer. 40 ism 1ww 1-09.7 Mobilization Section 1-09.7 is supplemented as follows: Mobilization shall also include, but not be limited to, the following items: the movement of Contractor's personnel, equipment, supplies, and incidentals to the project site; the establishment of an office,buildings, and other facilities necessary for work on the project;providing sanitary facilities for Contractor's personnel; and obtaining permits or licenses required to complete the project not furnished by Owner. Payment will be made for the following bid item(s): "Mobilization,"Lump Sum. 1-09.9 Payments Delete the third paragraph--nd replan it with the folln.,.i,,,• Progress payments for completed work and material on hand will be based upon progress estimates prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction meeting. The initial progress estimate will be made not later than 30 days after the Contractor commences the work, and successive progress estimates will be made every moth thereafter until the Completion Date. Progress estimates made during progress of the work are tentative, and made only for the purpose of determining progress payment. The progress estimates are subject to change at any time prior to the calculation of the Final Payment. The value of the progress estimate will be the sum of the following: 1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of work completed multiplied by the unit price. 2. Lump Sum Items in the Bid Form — the estimated percentage complete multiplied by the Bid Forms amount for each Lump Sum Item,or per the schedule of values for that item. 3. Materials on Hand— 100 percent of invoiced cost of material delivered to Job site or other storage area approved by the Engineer. 4. .Change Orders — entitlement for approved extra cost or completed extra work as determined by the Engineer. Progress payments will be made in accordance with the progress estimate less: 1. Retainage per Section 1-09.9(1); 2. The amount of Progress Payments previously made; and 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. jog Progress payments for work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any work has been satisfactorily completed. Payments will be made by warrants, issued by the Contracting Agency's fiscal officer, against the appropriate fund source for the project. Payments received on account of work performed by a subcontractor are subject to the provisions of RCW 39.04.250. iw 41 1�r Section 1-09.9 is supplemented as follows: Applications for payment shall be itemized and supported to the extent required by Engineer by receipts or other vouchers showing payment for materials and labor,payments to subcontractors, and other such evidence of Contractor's right to payment as Engineer may direct. Contractor shall submit a progress report with each monthly request for a progress payment. The progress report shall indicate the estimated percent complete for each activity listed on the progress schedule(see Section 1-08.3). 1-09.9(1) Retainage Section 1-09.9(1)is supplemented as follows: The retained amount shall be released as stated in the Standard Specifications if no claims have been filed against such funds as provided by law and if Owner has no unsatisfied claims-against Contractor. In the event claims are filed, Owner shall withhold,until such claims are satisfied, a sum sufficient to satisfy all claims and to pay attorney's fees. In addition, Owner shall withhold such amount as is required to satisfy any claims by Owner against Contractor, until such claims have been finally settled. Neither the final payment nor any part of the retained percentage shall become due until Contractor,if requested, delivers to Owner a complete release of all liens arising out of this Contract, or receipts in full in lieu thereof, and, if required in either case, an affidavit that so far as Contractor has knowledge or information,the release and receipts include all labor and materials for which a lien could be filed: but Contractor may, if any subcontractor refuses to furnish a release or receipt in full, furnish a bond satisfactorily to Engineer to indemnify Owner against the lien. If any lien remains unsatisfied after all payments are made, Contractor shall reimburse to Owner all monies that the latter may be compelled to pay in discharging such lien,including all costs and reasonable engineer's and attorney's fees. 1-09.9(2) Contracting Agency's Right to Withhold and Disburse Certain Amounts Section 1-09.9(2)is a new section: In addition to monies retained pursuant to RCW 60.28 and subject to RXW 39.04.250, RCW 39.12 and RCW 39.76,the Contractor authorizes the Engineer to withhold progress payments due or deduct an amount from any payment or payments due the Contractor which, in the Engineer's opinion, may be necessary to cover the Contracting Agency's costs for or to remedy the following situations: 1. Damage to another contractor when there is evidence thereof and a claim has been filed. 2. Where the Contractor has not paid fees or charges to public authorities of municipalities which the contractor is obligated to pay. 3. Utilizing material,tested and inspected by the Engineer,for purposes not connected with the Work(Section 1-05.6) 4. Landscape damage assessments per Section 1-07.16. 5. For overtime work performed by City personnel per Section 1-08.1(4) 6. Anticipated or actual failure of the Contractor to complete the Work on time: a.Per Section 1-08.9 Liquidated Damages; or b.Lack of construction progress based upon the Engineer's review of the Contractor's approved progress schedule which indicates the Work will not be complete within the Contract Time.When calculating an anticipated time overrun,the Engineer will make allowances for weather delays,approved unavoidable delays, and suspensions of the Work.The amount withheld under this subparagraph will be base upon the liquidated dames amount per day se forth in Contract Documents multiplied by the number of days the Contractor's approved progress schedule,in the opinion of the Engineer,indicates the Contract may exceed the Contract Time. 7. Failure of the Contractor to perform any of the Contractor's other obligations under the contract,including but not limited to: a.Failure of the Contractor to perform any of the Contractor to provide the Engineer with a field office when required by the Contract Provisions. 42 b.Failure of the Contractor to protect survey stakes,markers,etc., or to provide adequate survey work as required by Section 1-05.5. c.Failure of the Contractor to correct defective or unauthorized work(Section 1-05.8). d.Failure of the Contractor to furnish a Manufacture's Certificate of Compliance in lieu of material testing and inspection as required by Section 1-06.3. e.Failure to submit weekly payrolls,Intent to Pay Prevailing Wage forms, or correct underpayment to employees of the Contractor of subcontractor and of any tier as required it by Section 1-07.9. f.Failure of the Contractor to pay worker's benefits(Title 50 and Title 51 RCW)as required by Section 1-07.10. g. Failure of the Contractor to submit and obtain approval of a progress schedule per Section 1-08.3. The Contractor authorizes the Engineer to act as agent for the Contractor disbursing such funds as have.been withheld pursua Tat to this section to a party or partl P_.$who tare entitled to p?y—MI-19t. Disbursement of such funds, if the Engineer elects to do so will be made only after giving the Contractor 15 calendar days prior written notice of the Contracting Agency's intent to do so,and if prior to the expiration of the 15-calendar day period, 1. no legal action has commenced to resolve the validity of the claims,and 2. the Contractor has not protested such disbursement. A proper accounting of all funds disbursed on behalf of the Contractor in accordance with this section will be made. A payment made pursuant to this section shall be considered as payment make under the terms and conditions of the Contract. The Contracting Agency shall not be liable to the Contractor for such payment make in good faith. 1-09.9(3) Final Payment Section 1-09.9(2)is a new section: Upon Acceptance of the Work by the Contracting Agency the final amount to be paid the Contactor will be calculated based upon a Final Progress Estimate made by the Engineer. Acceptance by the Contractor of the Final Payment shall be and shall operate as a release: 1. to the Contracting Agency of all claims and all liabilities of the Contractor, other than claims in stated amounts as may be specifically excepted in writing by the Contractor; 2. for all things done or furnished in connection with the Work; 3. for every act and neglect by the Contracting Agency; and 4. for all other claims and liability relating to or arising out of the Work. A payment (monthly, final, retainage, or otherwise) shall not release the Contractor or the Contractor's Surety from any obligation required under the terms of the Contract Documents or the Contract Bond; nor shall such payment constitute a waiver of the Contracting Agency's ability to investigate and act upon findings of non-compliance with the WMBE requirements of the Contract; nor shall such payment preclude the Contracting Agency from recovering damages, setting penalties, or obtaining such other remedies as may be permitted by law. Before the Work will be accepted by the Contracting Agency,the Contractor shall submit an affidavit, on the form provided by the Engineer, of amounts paid to certified disadvantaged (DB), minority (MBE) or women business enterprises (WBE) participating in the Work. Such affidavit shall certify rr the amounts paid to the DB,MBE or WBE subcontractors regardless of tier. On Federally-funded projects the Contractor may also be required to execute and furnish the Contracting Agency an affidavit certifying that the Contractor has not extended any loans, gratuity or gift and money pursuant to Section 1-07.19 of these Specifications. If the Contractor fails,refuses, or is unable to sign and return the Final Progress Estimate or any other documents required for the final acceptance of the contract, the Contracting Agency reserves the right to establish a completion date and unilaterally accept the contract. Unilateral acceptance will occur only after the Contractor has been provided the opportunity, by written request from the Engineer, to voluntarily submit such documents, If voluntary compliance is not achieved, formal notification of the impending unilateral acceptance will be provided by certified letter from the Engineer to the fir 43 err calendar days for the Contractor to submit the necessary documents. Contractor which well provide 30 y rY The 30-calendar day deadline shall begin on the date of the postmark of the certified letter from the Engineer requesting the necessary documents. This reservation by the Contracting Agency to unilaterally accept the contract will apply to contracts that are completed in accordance with Section 1-08.5 of for contracts that are terminated in accordance with Section 1-08.10. Unilateral acceptance of the contract by the Contracting Agency does not in any way relieve the Contractor of the provisions under contract or of the responsibility to comply with all laws, ordinances, and regulations — Federal, State, or local — that affect the contract. The dated the Contraction Agency unilaterally signs the Final Progress Estimate constitutes the final acceptance date(Section 1-05.12). 1-09.11(2) Claims Paragraph 5 is revised as follows: Failure to submit with the Final Application for Payment such information and details as described in this section lUl any C1a1111 shall operate as a waiver of the C1a1111J by the Contractor as provided in Section 1-09.9. 1-09.11(3) Time Limitations and Jurisdiction Paragraph 1, Sentence 1 is revised as follows: ...such claims or causes of action shall be brought in the Superior Court of the county where the work is performed. 1-09.13(3) Claims $250,000 or Less Delete this Section and replace it with the following: The Contractor and the Contracting Agency mutually agree that those claims that total $250,000 or 'in less, submitted in accordance with Section 1-09.11 and not resolved by nonbonding ADR processes, shall be resolved through litigation unless the parties mutually agree in writing to resolve the claim through binding arbitration. 1-09.13(3)A Administration of Arbitration Revise the third paragraph to read: The Contracting Agency and the Contractor mutually agree to be bound by the decision of the arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior Court of the county in which the Contracting Agency's headquarters are located. The decision of the arbitrator and the specific basis for the decision shall be in writing. The arbitrator shall use the contract as a basis for decisions. 1-09.13(3)B Procedures to Pursue Arbitration Section 1-09.13(3)B is supplemented by adding: The findings and decision of the board of arbitrators shall be final and binding on the parties, unless the aggrieved party, within 10 days, challenges the findings and decision by serving and filing a petition for review by the superior court of King County, Washington. The grounds for the petition for review are limited to showing that the findings and decision: 1. Are not responsive to the questions submitted; 2. Is contrary to the terms of the contract or any component thereof; 3. Is arbitrary and/or is not based upon the applicable facts and the law controlling the issues submitted to arbitration. The board of arbitrators shall support its decision by setting forth in writing their findings and conclusions based on the evidence adduced at any such hearing. The arbitration shall be conducted in accordance with the statutes of the State of Washington and court decisions governing such procedure. 44 The costs of such arbitration shall be borne equally by the City and the contractor unless it is the board's majority opinion that the contractor's filing of the protest or action is capricious or without reasonable foundation. In the latter case,all costs shall be borne by the contractor. 1-09.14 Payment Schedule Section 1-09.14 is a new section: GENERAL 1-09.14(1) Scope Section 1-09.14(1)is a new section: A. Payment for the various items of the Bid Sheets,shall include all compensation to be received by the CONTRACTOR for furnishing all tools, equipment, supplies,and manufactured ` articles,and for all labor, operations, and incidentals appurtenant to the items of work being described,as necessary to complete the various items of the WORK all in accordance with the requirements of the Contract Documents, including all appurtenances thereto,and err► including all costs of compliance with the regulations of public agencies having jurisdiction, including Safety and Health Administration of the U.S.Department of Labor(OSHA). No separate payment will be made for any item that is not specifically set forth in the Bid Schedules,and all costs therefore shall be included in the prices named in the Bid Schedules for the various appurtenant items of work. B. The Owner shall not pay for material quantities,which exceed the actual measured amount used and approved by the ENGINEER. C. It is the intention of these specifications that the performance of all work under the bid for P each item shall result in the complete construction,in an accepted operating condition,of each item. Work and material not specifically listed in the proposal but required in the plans, specifications,and general construction practice, shall be included in the bid price. No separate payment will be made for these incidental items. 1-10 PROJECT TEMPORARY TRAFFIC CONTROL 1-10.1 General Revise the first paragraph to read: The Contractor shall provide flaggers, signs, and other traffic control devices not otherwise specified as being furnished by the Contracting Agency. The Contractor shall erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations which may occur on highways, roads, streets, sidewalks, or paths. No work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place. Section 1-10.1 is supplemented by adding the following: When the bid proposal includes an item for"Traffic Control,"the work required for this item shall be all items described in Section 1-10,including,but not limited to: 1. Furnishing and maintaining barricades, flashers, construction signing and other channelization devices, unless a pay item is in the bid proposal for any specific device and the Special Provisions specify furnishing, maintaining, and payment in a different manner for that device; 45 r. 2. Furnishing traffic control labor, equipment, and supervisory p ersonnel for all traffic control labor; 3. Furnishing any necessary vehicle(s) to set up and remove the Class B construction signs and other traffic control devices; 4. Furnishing labor and vehicles for patrolling and maintaining in position all of the construction signs and the traffic control devices,unless a pay item is in the bid proposal to specifically pay for this work; and 5. Furnishing labor, material, and equipment necessary for cleaning up, removing, and replacing of the construction signs and the traffic control devices destroyed or damaged during the life of the project. 6. Removing existing signs as specified or a directed by the engineer and delivering to the City Shops or storing and reinstalling as directed by the Engineer. 7. Preparing a traffic control plan for the project and designating the person responsible for traffic control at the work site. The traffic control plan shall include descriptions of the traffic control methods and devices tp he ,�;ge.i by the prime contractor, and subcontractors, shall be submitted at or before the preconstruction conference, and shall be subject to review and approval of the Engineer. 8. Contacting police, fire, 911, and ambulance services to notify them in advance of any work that will affect and traveled portion of a roadway. 9. Assuring that all traveled portions of roadways are open to traffic during peak traffic periods, 6:30 a.m. to 8:30 a.m., and 3:00 p.m. to 6:00 p.m., or as specified in the special provisions,or as directed by the Engineer. 10. Promptly removing or covering all nonapplicable signs during periods when they are not needed. If no bid item"Traffic Control" appears in the proposal then all work required by these sections will be considered incidental and their cost shall be included in the other items of work. If the Engineer requires the Contractor to furnish additional channelizing devices, pieces of equipment, or services which could not be usually anticipated by a prudent contractor for the maintenance and protection of traffic, then a new item or items may be established to pay for such items. Further limitations for consideration of payment for these items are that they are not covered by other pay items in the bid proposal, they are not specified in the Special Provisions as incidental, and the accumulative cost for the use of each individual channelizing device, piece of equipment, or service must exceed $200 in total cost for the duration of their need. In the event of disputes, the Engineer will determine what is usually anticipated by a prudent contractor. The cost for these items will be by agreed price, price established by the Engineer, or by force account. Additional items required as a result of the contractor's modification to the traffic control plan(s) appearing in the contract shall not be covered by the provisions in this paragraph. . If the total cost of all the work under the contract increases or decreases by more than 25 percent, an equitable adjustment will be considered for the item "Traffic Control" to address the increase or decrease. . Traffic control and maintenance for the safety of the traveling public on this project shall be the sole responsibility of Contractor and all methods and equipment used will be subject to the approval of Owner. Traffic control devices and their use shall conform to City of Renton standards and the Manual on Uniform Traffic Control Devices. Contractor shall not proceed with any construction until proper traffic control has been provided to the satisfaction of Engineer. Any days lost due to improper traffic control will be charged against Contractor's allowable contract time, and shall not be the cause for a claim for extra days to complete the Work. 1-10.2(1)B Traffic Control Supervisor Paragraphs 1 and 2 are revised as follows: 46 A TCS shall be on the project whenever traffic control labor is required or as authorized by the Engineer. The TCS shall assure that all the duties of the TCS are performed during the duration of the contract. During nonwork periods, the TCS shall be able to be on the job site within a 45-minute time period after notification by the Engineer. 1-10.2(2) Traffic Control Plans Section 1-10.2(2)is supplemented as follows: The Contractor shall be responsible for assuring that traffic control is installed and maintained in conformance to established standards. The Contractor shall continuously evaluate the operation of the traffic control plan and take prompt action to correct any problems that become evident during operation. 1-10.3 Flagging, Signs, and All Other Traffic Control Devices Section 1-10.3 is supplemented as follows: At the end of each working day, provisions shall be made for the safe passage of traffic and f. pedestrians during non-working hours. Barricades shall be reflectorized as specified in Part VI of the MUTCD, and shall be 3M diamond grade or equivalent approved by Engineer. Barricades shall also be equipped with flashers. 1-10.3(3) Construction Signs Section 1-10.3(3)paragraph 4 is supplemented as follows: No separate pay item will be provided in the bid proposal for Class A or Class B construction signs. All costs for the work to provide Class A or Class B construction signs shall be included in the unit contract price for the various other items of the work in the bid proposal. 1-10.4 Measurement Section 1-10.4 is replaced with: No specific unit of measurement will apply to the lump sum item of"Traffic Control". No adjustment in the lump sum bid amount will be made for overtime work or for use of relief flaggers. 1Nr 1-10.5 Payment Section 1-10.5 is replaced with: Payment for all labor,materials, and equipment described in Section 1-10 will be made in accordance with Section 1-04.1, for the following bid items when included in the proposal: "Traffic Control,"lump sum. 1-11 RENTON SURVEYING STANDARDS The following is a new section with new subsections: 1-11.1(1) Responsibility for surveys All surveys and survey reports shall be prepared under the direct supervision of a person registered to practice land surveying under the provisions of Chapter 18.43 RCW. 47 err All surveys and survey reports shall be prepared in accordance with the re q uirements established by the Board of Registration for Professional Engineers and Land Surveyors under the provisions of Chapter 18.43 RCW. :> 1-11.1(2) Survey Datum and Precision The horizontal component of all surveys shall have as its coordinate base: The North American Datum of 1983/91. All horizontal control for projects must be referenced to or in conjunction with a minimum of two of the City of Renton's Survey Control Network monuments. The source of the coordinate values used will be shown on the survey drawing per RCW 58.09.070. The horizontal component of all surveys shall meet or exceed the closure requirements of WAC 332- 130-060. The control base lines for all surveys shall meet or exceed the requirements for a Class A survey revealed in Table 2 of the Minimum Standard Detail Req�wirements for AT,TAIArvSM Land Title Surveys jointly established and adopted by ALTA and ACSM in 1992 or comparable classification in future editions of said document. The angular and linear closure and precision ratio of traverses used for survey control shall be revealed on the face of the survey drawing, as shall the method of adjustment. The horizontal component of the control system for surveys using global positioning system methodology shall exhibit at least 1 part in 50,000 precision in line length dependent error analysis at a 95 percent confidence level and performed pursuant to Federal Geodetic Control Subcommittee Standards for GPS control surveys as defined in Geometric Geodetic Accuracy Standards & Specifications for Using GPS Relative Positioning Techniques dated August 1, 1989 or comparable classification in future editions of said document. The vertical component of all surveys shall be based on NAVD 1988, the North American Vertical Datum of 1988, and tied to at least one of the City of Renton Survey Control Network benchmarks. If there are two such benchmarks within 3000 feet of the project site a tie to both shall be made. The benchmark(s) used will be shown on the drawing. If a City of Renton benchmark does not exist within 3000 feet of a project, one must be set on or near the project in a permanent manner that will remain intact throughout the duration of the project. Source of elevations (benchmark)will be shown on the drawing,as well as a description of any bench marks established. 1-11.1(3) Subdivision Information Those surveys dependent on section subdivision shall reveal the controlling monuments used and the subdivision of the applicable quarter section. loft Those surveys dependent on retracement of a plat or short plat shall reveal the controlling monuments,measurements,and methodology used in that retracement. 1-11.1(4) Field Notes Field notes shall be kept in conventional format in a standard bound field book with waterproof pages. In cases where an electronic data collector is used field notes must also be kept with a sketch and a record of control and base line traverses describing station occupations and what measurements were made at each point. Every point located or set shall be identified by a number and a description. Point numbers shall be unique within a complete job. The preferred method of point numbering is field notebook, page and point set on that page. Example: The first point set or found on page 16 of field book 348 would be identified as Point No. 348.16.01,the second point would be 348.16.02, etc. Upon completion of a City of Renton project, either the field notebook(s) provided by the City or the original field notebook(s) used by the surveyor will be given to the City. For all other work, F surveyors will provide a copy of the notes to the City upon request. In those cases where an electronic data collector is used, a hard copy print out in ASCII text format will accompany the field notes. 48 iwr ikw► 1-11.1(5) Corners and Monuments Corner A point on a land boundary, at the juncture of two or more boundary lines. A monument is 110 usually set at such points to physically reference a corner's location on the ground. Monument Any physical object or structure of record which marks or accurately references: • A corner or other survey point established by or under the supervision of an individual per section 1-11.1(1) and any corner or monument established by the General Land Office and its successor the Bureau of Land Management including section subdivision corners down to and including one-sixteenth corners; and • Any permanently monumented boundary, right of way alignment, or horizontal and vertical control points established by any governmental agency or private surveyor including street intersections but excluding dependent interior lot corners. 1-11.1(6) Control or Base Line Survey Control or Base Line Surveys shall be established for all construction projects that will create permanent structures such as roads, sidewalks, bridges, utility lines or appurtenances, signal or light poles, or any non-single family building. Control or Base Line Surveys shall consist of such number of permanent monuments as are required such that every structure may be observed for staking or"as- builting" while occupying one such monument and sighting another such monument. A minimum of two of these permanent monuments shall be existing monuments, recognized and on record with the City of Renton. The Control or Base Line Survey shall occupy each monument in turn, and shall satisfy all applicable requirements of Section 1-11.1 herein. The drawing depicting the survey shall be neat, legible, and drawn to an appropriate scale. North orientation should be clearly presented and the scale shown graphically as well as noted. The drawing must be of such quality that a reduction thereof to one-half original scale remains legible. If recording of the survey with the King County Recorder is required, it will be prepared on 18 inch by 24 inch mylar and will comply with all provisions of Chapter 58.09 RCW. A photographic mylar of the drawing will be submitted to the City of Renton and, upon their review and acceptance per the specific requirements of the project,the original will be recorded with the King County Recorder. If recording is not required, the survey drawing shall be prepared on 22 inch by 34 inch mylar, and the original or a photographic mylar thereof will be submitted to the City of Renton. The survey drawings shall meet or exceed the requirements of WAC 332-130-050 and shall conform to the City of Renton's Drafting Standards. American Public Works Association symbols shall be used whenever possible, and a legend shall identify all symbols used if each point marked by a symbol is not described at each use. An electronic listing of all principal points shown on the drawing shall be submitted with each drawing. The listing should include the point number designation (corresponding with that in the err field notes),a brief description of the point, and northing, easting,and elevation(if applicable)values, all in ASCII format,on IBM PC compatible media. 1-11.1(7) Precision Levels Vertical Surveys for the establishment of bench marks shall satisfy all applicable requirements of section 1-05 and 1-11.1. Vertical surveys for the establishment of bench marks shall meet or exceed the standards, specifications and procedures of third order elevation accuracy established by the Federal Geodetic Control Committee. tiwr Bench marks must possess both permanence and vertical stability. Descriptions of bench marks must be complete to insure both recoverability and positive identification on recovery. 49 it 1-11.1(8) Radial and Station -- Offset Topography Topographic surveys shall satisfy all applicable requirements of section 1-11.1 herein. All points occupied or back sighted in developing radial topography or establishing baselines for station--offset topography shall meet the requirements of section 1-11.1 herein. The drawing and electronic listing requirements set forth in section 1-11.1 herein shall be observed for all topographic surveys. 1-11.1(9) Radial Topography Elevations for the points occupied or back sighted in a radial topographic survey shall be determined either by 1) spirit leveling with misclosure not to exceed 0.1 feet or Federal Geodetic Control Committee third order elevation accuracy specifications, OR 2) trigonometric leveling with elevation differences determined in at least two directions for each point and with misclosure of the circuit not to exceed 0.1 feet. 1-11.1(10) Station--Offset Topography Elevations of the baseline and topographic points shall be determined by spirit leveling and shall satisfy Federal Geodetic Control Committee specifications as to the turn points and shall not exceed 0.1 foot's error as to side shots. 1-11.1(11) As-Built Survey All improvements required to be "as-built" (post construction survey) per City of Renton Codes, TITLE 4 Building Regulations and TITLE 9 Public Ways and Property, must be located both horizontally and vertically by a Radial survey or by a Station offset survey. The "as-built" survey must be based on the same base line or control survey used for the construction staking survey for the improvements being "as-built". The "as-built" survey for all subsurface improvements should occur prior to backfilling. Close cooperation between the installing contractor and the "as-builting" surveyor is therefore required. All "as-built" surveys shall satisfy the requirements of section 1-11.1(1) herein and shall be based upon control or baseline surveys made in conformance with these Specifications. The field notes for as-built shall meet the requirements of section 1-11.1(4) herein and submitted with stamped and signed "as-built" drawings which includes a statement certifying the accuracy of the"as built". The drawing and electronic listing requirements set forth in section 1-11.1(6)herein shall be observed for all "as-built" surveys. 1-11.1(12) Monument Setting and Referencing All property or lot comers, as defined in 1-11.1(5), established or reestablished on a plat or other recorded survey shall be referenced by a permanent marker at the corner point per 1-11.2(1). In situations where such markers are impractical or in danger of being destroyed, e.g., the front corners of lots,a witness marker shall be set. In most cases,this will be the extension of the lot line to a tack in lead in the curb. The relationship between the witness monuments and their respective corners shall be shown or described on the face of the plat or survey of record, e.g., "Tacks in lead on the extension of the lot side lines have been set in the curbs on the extension of said line with the curb." In all other cases the corner shall meet the requirements of section 1-11.2(1)herein. All non corner monuments, as defined in 1-11.1(5), shall meet the requirements of section 1-11.2(2) herein. If the monument falls with in a paved portion of a right of way or other area, the monument shall be set below the ground surface and contained within a lidded case kept separate from the monument and flush with the pavement surface,per section 1-11.2(3). In the case of right of way centerline monuments all points of curvature (PC), points of tangency (PT), street intersections, center points of cul-de-sacs shall be set. If the point of intersection, PI, for 50 the tangents of a curve fall within the paved portion of the right of way, a monument can be set at the PI instead of the PC and PT of the curve. For all non corner monuments set while under contract to the City of Renton or as part of a City of Renton approved subdivision of property, a City of Renton Monument Card (furnished by the city) identifying the monument; point of intersection (PI),point of tangency (PT),point of curvature (PC), one-sixteenth corner, Plat monument, street intersection, etc., complete with a description of the monument, a minimum of two reference points and NAD 83/91 coordinates and NAVD 88 elevation shall be filled out and filed with the city. 1-11.2 Materials 1-11.2(1) Property/Lot Corners Corners per 1-11.1(5) shall be marked in a permanent manner such as 1/2 inch diameter rebar 24 inches in length durahh- mortal plugs or caps tack in lead etc and tp,PrmanPntI marlrPri or tagged with the surveyor's identification number. The specific nature of the marker used can be determined by the surveyor at the time of installation. 1-11.2(2) Monuments Monuments per 1-11.1(5) shall meet the requirements as set forth in City of Renton Standard Plan 113 and permanently marked or tagged with the surveyor's identification number. r .1-11.2(3) Monument Case and Cover Materials shall meet the requirements of section 9-22 and City of Renton Standard Plan 113. 2-01 CLEARING, GRUBBING,AND ROADSIDE CLEANUP 2-01.1 Description Section 2-01.1 is supplemented as follows: The limits of clearing and grubbing (construction limits) shall be defined as being the construction limit lines as shown in the Plans. Where, in the opinion of the Engineer, any trees abutting or adjacent to the limits of clearing and grubbing are damaged and require removal, the Contractor shall remove such trees. Any trees flagged by the Engineer to remain within the clearing and grubbing limits shall be left undamaged by the Contractor's operations. Any flagged trees which are damaged shall be replaced in kind at the Contractor's expense. Existing landscaping outside the construction limits, including but not limited to, sod, rockeries, beauty bark, decorative gravel or rock,bushes, and shrubbery shall be protected from damage. The property owners shall be responsible for removing and/or relocating irrigation equipment, trees, shrubs, curbing, ornamental plants, and any other decorative landscaping materials within the construction limits that they wish to save. The Contractor shall give property owners 10 days' written notice prior to removing landscaping materials. All landscaping materials that remain in the construction limits after that time period shall be removed and disposed of, by the Contractor, in accordance with Section 2-01 of the Standard Specifications,these Special Provisions,and the Plans. The Contractor shall receive approval from the Engineer prior to removal. 2-01.2 Disposal of Usable Material and Debris Section 2-01.2 is supplemented as follows: The Contractor shall dispose of all debris by Disposal Method No. 2—Waste Site. lwr► 2-01.5 Payment Section 2-01.5 is supplemented as follows: 51 1tir The lump sum price for "Clearing and Grubbing" shall be full compensation for all work described herein and shown in the Plans, including removing trees and shrubbery where shown in the Plans and directed by the Engineer. ?i 2-02 REMOVAL OF STRUCTURE AND OBSTRUCTIONS 2-02.3(3) Removal of Pavement, Sidewalks, and Curbs Section 2-02.3(3)is revised and supplemented as follows: Item"1."Is revised as follows: In removing pavement, sidewalks, driveways, and curbs, the Contractor shall haul broken-up pieces 341 to some off-project site. The section is supplemented as folio l: When an area where pavement, sidewalk, or driveway has been removed is to be opened to traffic before pavement patching has been completed, temporary mix asphalt concrete patch shall be required. Temporary patching shall be placed to a minimum depth of 2 inches immediately after i backfilling and compaction are complete, and before the road is opened to traffic. MC cold mix or MC hot mix shall be used at the discretion of the Engineer. Section 2-02.3(4) is new: 2-02.3(4) Cutting Pavement,Sidewalks,and Curbs All transitions to existing asphalt or cement concrete driveways, parking lots, curb and gutter, and walkways shall be vertically sawcut full-depth with straight, uniform edges. Existing asphalt pavement on Jones Avenue NE that will be removed for utility installation may be cut with a wheel, provided the wheelcut is full-depth and no drainage occurs to the pavement which is to remain. All portions of the pavement that are wheelcut shall receive a final saw cut one foot beyond the wheelcut prior to final patch. Neither impact tools nor pavement breakers may be used for trench crossing of existing pavement. Trench crossing of existing pavement shall be vertically sawcut. Where gutter is to be placed integral with asphalt pavement, as shown on the Plans, the Contractor ¢ shall take extra precaution to make a neat, uniform cut, and shall sawcut pavement to full-depth, regardless of number of passes necessary. If, in the opinion of the Engineer,the cut is not satisfactory due to Contractor's workmanship or equipment, the Contractor shall fix the problem to the satisfaction of the Engineer,at no extra cost to the Owner. Section 2-02.3(5)is new: 2-02.3(5) Removing Storm Sewer Pipes and Culverts Contractor shall remove existing storm sewer pipes and culverts as indicated in plans or as directed by the engineer. Where pipes are to be removed, the resultant void shall be backfilled per Section 7- 08.3(3). �X 2-02.3 (5)(A)Abandoning Existing Pipe Abandonment and plugging of pipe shall be included in the lump sum contract price for"Removal of Structure and Obstruction". No separate payment will be made. Section 2-02.3(6)is new: 2-02.3(6)Removing Fence Where indicated in the plans, and as directed by the Engineer, the Contractor shall remove existing fences. The Contractor shall restore the ends of existing fences to remain by providing additional posts, foundations and fence boards and other construction as required to provide a stable end to the fence that matches the quality and appearance of the existing fence. 2-02.4 Measurement Section 2-02.4 replaces the existing vacant section: 52 ilr Sawcutting existing cement and asphalt concrete pavements shall be measured by the linear foot along the sawcut, full depth. Wheelcutting of pavement will not be measured for separate payment, but shall be included in other items of Work. Removal of existing fences will be measured by the linear foot of fence actually removed. Restoration of existing fences will be included in the fence removal and will not be specifically measured for payment. 2-02.5 Payment Section 2-02.5 is supplemented by adding: "Saw Cutting",per Lineal Foot. "Remove Sidewalk",per Square Yard. "Ramnve C- rb anti Gutter",per Lineal Foot. "Cold Mix",per Ton "Remove Asphalt Concrete Pavement,"per square yard. "Remove Cement Concrete pavement,"per square yard. v "Remove existing "per "Removing Drainage Structure,"per each All costs related to the removal and disposal of structures and obstructions including saw cutting, excavation, backfilling and temporary asphalt shall be considered incidental to and included in other items unless designated as specific bid items in the proposal. If pavements, sidewalks, or curbs lie within an excavation area and are not mentioned as separate pay items, their removal will be paid for as part of the quantity removed in excavation. If they are mentioned as a separate item in the proposal, they will be measured and paid for as provided under Section 2-02.5, and will not be included in the quantity calculated for excavation. 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.3 Construction Requirements Section 2-03.3 is supplemented by adding the following: Roadway excavation shall include the removal of all materials excavated from within the limits shown on the plans. Suitable excavated material shall be used for embankments, while surplus excavated material or unsuitable material shall be disposed of by the Contractor. Earthwork quantities and changes will be computed, either manually or by means of electronic data !w processing equipment,by use of the average end area method. Any changes to the proposed work as directed by the Engineer that would alter these quantities shall be calculated by the Engineer and submitted to the Contractor for his review and verification. Any excavation or embankment beyond the limits indicated in the Plans, unless ordered by the Engineer, shall not be paid for. All work and material required to return these areas to their original conditions,as directed by the Engineer, shall be provided by the Contractor at his sole expense. AW All areas shall be excavated, filled, and/or backfilled as necessary to comply with the grades shown on the Plans. In filled and backfilled areas, fine grading shall begin during the placement and the compaction of the final layer. In cut sections, fine grading shall begin within the final six (6) inches of cut. Final grading shall produce a surface which is smooth and even, without abrupt changes in grade. Excavation for curbs and gutters shall be accomplished by cutting accurately to the cross sections, grades and elevations shown. Care shall be taken not to excavate below the specified grades. The contractor shall maintain all excavations free from detrimental quantities of leaves,brush, sticks,trash and other debris until final acceptance of the Work. 53 `�pr Following removal of topsoil or excavation to grade and before placement of fills or base course, the subgrade under the roadway shall be proof-rolled to identify any soft or loose areas which may warrant additional compaction or excavation and replacement. The Contractor shall provide temporary drainage or protection to keep the subgrade free from standing water. Acceptable excavated native soils shall be used for fill in the area requiring fills. Care shall be taken to place excavated material at the optimum moisture content to achieve the specified compaction. Any native material used for fill shall be free of organics and debris and have a maximum particle size of 6 inches. It shall be the responsibility of the Contractor to prevent the native materials from becoming saturated with water. The measurP3 may include sloping to drain ommnartincr the native materials and diverting runoff away from the materials. If the Contractor fails to take such preventative measures, any costs or delay related to drying the materials shall be at his own expense. If the native materials become saturated, it shall be the responsibility of the Contractor to dry the materials,to the optimum moisture content. If subgrade trimmer is not required on the project,all portions of Section 2-03 shall apply as though a subgrade trimmer were specified. If sufficient acceptable native soils, as determined by the Engineer, are not available to complete construction of the roadway embankment, Gravel Borrow meeting the requirements of Section 9- 03.14 of the Standard Specifications shall be used. 2-03.4 Measurement Section 2-03.4 is supplemented by adding the following: At the discretion of the engineer, roadway excavation, borrow excavation, and unsuitable foundation excavation-by the cubic yard(adjusted for swell)may be measured by truck in the hauling vehicle at the point of loading. The contractor shall provide truck tickets for each load removed. Each ticket shall have the truck number,time and date,and be approved by the engineer. 2-03.5 Payment Section 2-03.5 is revised as follows: (******) - AAS Payment will be made for the following bid items when they are included in the Proposal: "Roadway Excavation Including Haul,"Per Cubic Yard "Removal and Replacement of Unsuitable Foundation Material,"Per Ton "Gravel Borrow Including Haul,"Per Ton "Roadway Excavation Including Haul" shall be considered incidental and part of the bid item(s) provided for the installation of the utility mains and appurtenances. When the Engineer orders excavation below subgrade, then payment will be in accordance with the item "Removal and Replacement of Unsuitable Foundation Material". In this case, all items of work other than roadway excavation shall be paid at unit contract prices. The unit contract price per cubic yard for"Roadway Excavation Including Haul" shall be full pay for excavating,loading,placing,or otherwise disposing of the material. The unit contract price per cubic yard for "Removal and Replacement of Unsuitable Foundation Material"shall be full pay for excavating,loading,and disposing of the material. Payment for embankment compaction will not be made as a separate item.All costs for embankment compaction shall be included in other bid items involved. 54 Jrr 2-04 HAUL 2-04.5 Payment Section 2-04.5 is revised and supplemented as follows: j All costs for the hauling of material to, from, or on the job site shall be considered incidental to and included in the unit price of other units of work. 2-06 SUBGRADE PREPARATION 2-06.5 Measurement and Payment S *;,,„ "-04.4 S� suppler god b aa;,.+i ii eVl.l Vll V✓ 1J ente j%adding tug.follolv`vi ng: Subgrade preparation and maintenance including watering shall be considered as incidental to the construction and all costs thereof shall be included in the appropriate unit or lump sum contract bid prices. 2-09 STRUCTURE EXCAVATION 2-09.1 Description Section 2-09.1 is supplemented by adding the following: This work also includes the excavation, haul, and disposal of all unsuitable materials such as peat, muck, swampy or unsuitable materials including buried logs and stumps. r 2-09.3(1)D Disposal of Excavated Material Section 2-09.3(1)D is revised as follows: The second paragraph is replaced with: All costs for disposing of excavated material within or external to the project limits shall be included in the unit contract price for structure excavation, Class A or B. The third paragraph is replaced with: If the contract includes structure excavation, Class A or B, including haul,the unit contract price shall include all costs for loading and hauling the material the full required distance, otherwise all such disposal costs shall be considered incidental to the work. 2-09.4 Measurement Section 2-09.4 is revised and supplemented as follows: Gravel backfill. Gravel backfill except when used as bedding for culvert, storm sewer, sanitary sewer, manholes, and catch basins, will be measured by the cubic yard in place determined by the neat lines required by the Plans or by the ton as measured in conformance with section 1-09.2. ... 2-09.5 Payment Section 2-09.5 is revised and supplemented as follows: Payment will be made for the following bid items when they are included in the proposal: "Structure Excavation Class A",per cubic yard. "Structure Excavation Class B",per cubic yard. "Structure Excavation Class A Incl.Haul",per cubic yard. "Structure Excavation Class B Incl.Haul",per cubic yard. 55 Payment for reconstruction of surfacing and paving within the limits of structure excavation will be at the applicable unit prices for the items involved. If the Engineer orders the Contractor to excavate below the elevations shown in the plans, the unit contract price per cubic yard for "Structure Excavation Class A or B" will apply. But if the Contractor excavates deeper than the plans or Engineer requires,the Contracting Agency will not pay for material removed from below the required elevations. In this case, the Contractor, at no expense <w to the Contracting Agency, shall replace such material with concrete or other material the Engineer approves. The unit contract price per cubic yard shall be full pay for all labor, materials, tools, equipment,and pumping, or shall be included in the unit bid price of other items of work if"Structure Excavation" or"Structure Excavation Incl Haul" are not listed as pay items in the contract. "Shoring or Extra Excavation Class B",per square foot. The unit contract price per square foot shall be full pay for all excavation, backfill, compaction, and other work required 1x1han extra excajratir%n is used In lies» of cnnstrni„rting glhnring, If Select hacksll material is required for backfilling within the limits of the structure excavation, it shall also be required as backfill material for the extra excavation at the Contractor's expense. Any excavation or backfill material being paid by unit price shall be calculated by the Engineer only for the neat line measurement of the excavation and shall not include the extra excavation beyond the neat line. If there is no bid item for shoring or extra excavation Class B on a square foot basis and the nature of the excavation is such that shoring or extra excavation is required as determined by the Engineer,then shoring or extra excavation shall be considered incidental to the work involved and no further compensation shall be made. "Gravel Backfill (Kind)for(Type of Excavation)",per cubic yard or per Ton. "Controlled Density Fill",per cubic yard. When gravel backfill is paid by the ton, the Contractor shall take care to assure to the satisfaction of the Engineer that such per ton backfill is only being used for the specified purpose and not for purposes where backfill is incidental or being paid by cubic yard. Evidence that per ton gravel backfill is not being used for its designated purpose shall be grounds for the Engineer to deny payment for such load tickets. Section 2-14 is new 2-14 MODULAR BLOCK WALL 2-14.1 Description Work under this section includes furnishing and installing cement concrete modular block retaining wall units as specified herein at the locations shown in the Plans and as directed by the Engineer in the field. This work includes preparing the foundation soil, furnishing, and installing leveling pad,unit fill and backfill, and furnishing and installing all appurtenant materials required for construction of the retaining wall as shown on the Plans. 2-14.2 Materials Masonry Unit Materials Masonry unit materials shall meet the following requirements: ASTM C90-85,Hollow Load Bearing Masonry Units. ASTM C140-75, Sampling and Treating Concrete Masonry Units. ASTM C145-85, Solid Load Bearing Concrete Masonry Units. Concrete wall units shall,have a minimum net 28-day compressive strength of 3,000 psi. The concrete shall have a maximum absorption of 6 to 8 pounds per cubic foot. 56 Exterior dimensions may vary in accordance with ASTM C90-85. The dimensions, weight, and setback of block units shall be as required by the block manufacturer, or qualified licensed engineer, for the wall type and size as specified. In addition to the design charts/engineering calculations for the proposed product that clearly indicate the suitability of the proposed product for the applications of this project. Units shall be interlocked as to provide a minimum ''/4-inch setback per each course of wall height(1:16 batter). Units shall have angled sides capable of concave and convex alignment curves with a minimum radius of 3.5 feet. Supply special units as required to execute the design concepts. Units shall be interlocked with a mechanical or fiber-glass pin shear system. Mortars and/or adhesives are not acceptable shear systems. The fare of the wall shall offer a rock-fare time annearanre Mnrhilar irinnlr imitc gball ha of a degicm that is suitable for retaining walls and not garden or landscape type design. Color of unit shall be buff. Unit Fill Fill for units and the 1-foot zone behind the units shall meet requirements of Section 9-03.12(3) for gravel backfill for walls except that 100 percent shall pass the 3/4-inch square sieve. r 2-14.3 Construction Requirements Submittals Submit sample of each different unit for approval. Submit shop drawings of the wall layout for approval prior to beginning work on the wall. Shop drawings of walls of 5 feet in height shall bear the stamp of an engineer registered to practice in the State of Washington showing appropriate wall stability calculations. The Contractor shall submit catalog cuts of the modular blocks and shop drawings of the wall layout for approval prior to beginning the work. Provide copies of the manufacturers installation instructions at least two weeks prior to beginning the work. Should a conflict arise between these specifications and the manufacturer's instructions, the more rigorous specifications shall apply. Installation shall conform to the manufacturers recommendations for the type of unit furnished. Compaction of the backfill for the modular block retaining wall within 3 feet of the back surface of the blocks shall be accomplished by a hand-operated plate compactor. Compaction shall meet the requirements of Section 2-09.3(1)E. rir Walls shall be constructed at the locations indicated in the Plans and as staked otherwise by the Engineer in the field. Since a majority of this work will be performed immediately adjacent to improved private property,the Contractor shall complete the work in a timely fashion and shall grade and clean up the areas disturbed by such work at the completion of the backfilling even though subsequent work may be performed in these areas later in the project. The Contractor shall excavate to the lines and grades staked in the field. The Contractor shall be careful not to disturb embankment materials beyond lines shown unless otherwise directed by the Engineer. Foundation Soil Preparation Foundation soil shall be excavated as required for a 6-inch-thick pad beginning 6 inches in front of the wall face and extending back to the back of the modular unit. The bottom wall course shall be embedded a minimum of 1 inch per each 8 inches of wall height. 57 err Foundation soil shall be examined by the Engineer to assure that the actual foundation soil strength meets or exceeds assumed design strength. Soils not meeting required strength shall be removed and replaced with gravel borrow compacted to 95%of maximum density. Base Leveling Pad Leveling pad materials shall be crushed surfacing top course and shall be placed as shown on the Plans upon undisturbed in situ soils, to a minimum thickness of 6 inches. Materials shall be compacted so as to provide a level hard surface on which to place the first course of units. Compaction shall be to 95 maximum density. Materials shall be placed so as to provide a level surface on which to place the first course of units. The leveling pad shall be prepared to ensure complete contact of retaining wall unit with base. Unit Tnetallatinn First course of concrete wall units shall be placed on the base leveling pad. The units shall be checked for level and alignment. The first course is the most important to ensure accurate and acceptable results. Units are placed side by side for full length of wall alignment. Alignment may be accomplished by means of a string ling or offset from base line. Install fiberglass connection pins and fill all voids in units with unit fill material. Sweep all excess material from top of units and install next course. Ensure each course is completely w unit filled,backfilled,and compacted prior to proceeding to next course. Lay up each course ensuring that pins protrude into adjoining courses above a minimum of 1 inch. Two pins are required per unit. Pull each unit forward, away from the embankment, against pins in the previous course and backfill as the course is completed. Repeat procedure to the extent of wall height. As appropriate, where the wall changes elevation, units can be stepped with grade or turned into the embankment with convex return end. Provide appropriate buried units on compacted leveling pad in area of convex return end. Cap Installation Place cap units over projecting pins from units below. Pull forward to set back position,Back fill and compact to finished grade. Provide permanent mechanical connection to wall units with construction adhesive or epoxy. Apply adhesive or epoxy to bottom surface of cap units and install on units below. 2-14.4 MEASUREMENT Measurement of"Modular Block Wall" shall be per the square foot of the exposed face in place as measured by the vertical face from the top of the wall to the final grade at face of wall. ■ Including: excavation,leveling for base,modular units and shear system,block fill,geotextile fabric, gravel backfill for drain, 4-inch underdrain pipe, 4-inch drains, connection of drain to existing drainage structures,and other miscellaneous supplies. Measurement of"Crushed Surfacing Top Course for the Base Leveling Pad" shall be per ton for base placed within the limits shown in the Plans and in these Special Provisions. Measurement of"Gravel Borrow Incl. Haul," shall be per ton for overexcavation and backfill in areas of soft soils. 58 2-14.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items: "Modular Block Wall,"per square foot The unit Contract price per square foot for "Modular Block Wall" shall be full compensation for wrt furnishing all labor, tools, materials, and equipment necessary to construct the wall other than the CSTC base leveling pad and gravel backfill. "Crushed Surfacing Top Course,"per ton DMSTON 5 SURFACE TREATMENTS AND PAVEMENTS 5-04 HOT MIX ASPHALT ` 5-04.1 Description Section 5-04.1 is supplemented by the following: This work includes constructing HMA pavements including CSTC base; construction HMA driveways including CSTC base; construction CSTC gravel driveways. 5-04.2 Materials Section 5-04.2 is revised and supplemented as follows: Delete the second and fourth paragraphs of this Section. The base course shall be untreated crushed surfacing. Asphalt concrete shall meet Class B grading requirements. Temporary patch shall be cold or hot mix. 5-04.3 Construction Requirements Section 5-04.3 is supplemented as follows: Shoulder Restoration The existing surfacing of disturbed asphalt shoulders shall be removed to a minimum depth of 6 inches below original street grade to provide for placement of the new subgrade'and paving. The subgrade shall be constructed of 1%4 inch minus crushed surfacing base course placed to a compacted thickness of 2%2 inches,followed by 5/8-inch minus crushed surfacing top course placed to a " compacted thickness of 1'/z inches. Class B asphalt concrete shall then be placed and compacted in 2- inch lifts up to a maximum 4-inch thickness to match existing pavement thickness. Minimum thickness shall be 2 inches. The shoulder shall be replaced to the limits as shown on plans,or at the Engineer's discretion. Asphalt Concrete Patching and Overlay Contractor shall maintain temporary cold or hot mix asphalt patches daily during construction to the satisfaction of the governing road agency and the Engineer until said patch is replaced with a 59 permanent hot patch. The permanent hot mix asphalt patch shall be placed and sealed with a paving grade asphalt within 30 calendar days. Private Driveways Where a private driveway is damaged by either construction of the project or by the Contractor's use and activity on the road, it shall be repaired to the satisfaction of the property owner,the City,and to its original condition or better. Damaged asphalt-concrete driveways shall be replaced by saw cutting to a straight line and replacing a full width section. Damaged cement-concrete driveways shall be removed to the nearest joint(real or dummy)and replaced with a full width section. Damaged gravel driveways shall have crushed surfacing placed and compacted to a minimum depth of 4 inches. Curbs,Gutters and Sidewalks E.xictino,curbs,gutters,and sidewalks damaged by construction.of the project or the Contractor's use and activity,shall be repaired to the satisfaction of the City and to its original condition or better. 5-04.3(5) Conditioning the Existing Surface Section 5-04.3(5)is supplemented as follows: The Contractor shall maintain existing surface contour during patching,unless otherwise instructed by City Engineer or King County inspector. 5-04.3(5) A Preparation of Existing Surface Section 5-04.3(5)A is supplemented as follows: The Contractor shall provide his own mechanical sweeping equipment. The sweeper will be on the project prior to the start of paving,to insure the streets to be paved are clean before the tack coat is applied. The sweeper will keep the streets clean ahead of the paving machine and clean the streets behind the empty trucks that have dumped their loads into the paving machine. The sweeper must sweep all streets made dirty by the Contractor's equipment. If the paving machine is"walked"from one site to another,the sweeper must sweep up behind paving machine. The sweeper shall not leave the overlay site until given permission by the City's inspector. All utilities shall be painted with a biodegradable"soap"to prevent the tack and ACP from sticking to the lids. Diesel will not be used. After the application of soap,catch basins must be covered to prevent tack and ACP from getting into catch basins. Preparation of existing surface shall be done as outlined in this section and a tack coat shall be applied at the rate of 0.02 to 0.08 gallons per square yard. Payment for preparation of the surface and application of the tack coat shall be considered incidental to the paving and no separate payment shall be made. r The Contractor shall locate all utilities for access immediately after any paving and mark the location by means of painting a circle around the location and scooping a portion of asphalt 4"-6"in diameter and the depth of the overlay from the center of the utility location. The Contractor shall locate and completely expose gas and water valves for access immediately after final rolling. The day following the start of application of ACP,utility adjustments must begin. The Contractor shall have an adjustment crew adjusting utilities every workable working day until adjustments are complete. 60 During the adjustment of any utility, existing concrete bricks or grouting material that has been broken or cracked shall be removed and replaced at the Contractor's expense. �w Utility adjustments must be completed within 15 working days after overlay is complete, and within the specified working days. io Payment for utility adjustments includes all labor,materials,tools,and equipment necessary to complete the adjustments and is incidental to pay items for Asphalt Patch and Asphalt Overlay. 4W 5-04.3(7)A Mix Design Item 2 is deleted and replaced with: 2. Nonstatistical HMA Evaluation. The Contractor shall submit a certification that the mix design submitted meets the requirements of Sections 9-03.8(2) and 9-03.8(6). The Contractor must submit the mix design using DOT Form 350-042 EF. Verification of the OW mix design by the Contracting Agency is not needed. The Project Engineer will determine anti-strip requirements for the BMA. The mix design will be the initial job mix formula(JMF)for the class of mix. Any additional adjustments to the JMF will require the approval of the Project Engineer and may be made per Section 9-03.8(7). 5-04.3(8)A Acceptance Sampling and Testing HMA Mixture Item 1 is deleted and replaced with: 00 1. General. Acceptance of FMA shall be as provided under nonstatistical or commercial evaluation. Nonstatistical evaluation will be used for the acceptance of BMA. Commercial evaluation will be used for Commercial BMA and for other classes of BMA in fir► the following applications: sidewalks,road approaches,ditches, slopes,paths,trails,gores, prelevel,and pavement repair. Other nonstructural applications as approved by the Project Engineer. Sampling and testing of BMA accepted by commercial evaluation will be at the option of the Engineer. The proposal quantity of BMA that is accepted by commercial evaluation will be excluded from the quantities used in the determination of nonstatistical evaluation. ' Item 7 is deleted. 5-04.3(10)B Control W Replace Section 5-04.3(10)B with the following: Sub-base shall be compacted to 95% of the maximum density by the Modified Proctor Test Method, ASTM D 1557. Compact asphalt concrete patch and paving to 95%of maximum compaction. 5-04.3(13) Surface Smoothness The second sentence of Section 5-04.3(11)is deleted and replaced with the following: 5 r 61 �w The completed surface of the wearing course shall not vary more than '/4-ich from the lower edge of a 10-foot straightedge placed on the surface parallel to centerline. 5-04.3(14) Planing Bituminous Pavement The first paragraph of Section 5-04.3(14) is deleted and replaced with the following: Planing shall be performed in a manner such that the underlying pavement is not torn, broken or otherwise injured by the planing operation. The surface of the underlying pavement shall be slightly grooved or roughened sufficiently to ensure a bond when overlaid. In existing single layer pavements, care shall be taken that the planing does not penetrate into the subgrade. The Engineer will determine the planing depth in these situations. The Contractor shall immediately remove from the project any workers who continuously and carelessly puncture the existing pavement with the planing equipment. The fourth sentence of the fourth parac atn,11 of this section is deleted and replaced wJ.- the follow ng; The third paragraph of Section 5-04.3(14)is deleted and replaced with the following: The planings shall not be utilized at RAP without prior City approval. Unless otherwise provided,the Contractor shall provide a waste site for the disposal of these materials as specified in Section 2- 03.3(7)C. Pavement shall be planed as designated in the Plans,or as directed by the Engineer. The Contractor shall coordinate planning and paving operations so that no planed area is left unpaved for more than five working days. Removal of the asphalt wedge for final paving shall occur within five working days. All costs for installing and removing the asphalt wedge shall be included in the unit price for planning bituminous pavement. Liquidated damages, in accordance with Section 1-08.9 of these specifications, will be deducted from monies due the Contractor for failure to pave the roadway after planing within the time specified. 5-04.5(1)A Price Adjustments for Quality of HMA Mixture Section is deleted and replaced with: Statistical analysis of quality of gradation and asphalt content will be performed based on Section 1-06.2 using the following price adjustment factors: 4 31 Table of Price Adjustment Factors Constituent Factor"f" All aggregate passing: 1 %", 1",3/4", %z",3/8"and No.4 sieves 2 All aggregate passing No. 8,No 16,No. 30,No. 50,No. 100 3 All aggregate passing No. 200 sieve 20 Asphalt binder 52 A pay factor will be calculated for sieves listed in Section 9-03.8(7) for the class of HMA and for the asphalt binder. 1. Nonstatistical Evaluation. Each lot of HMA produced under Nonstatistical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall outside the nonstatistical acceptance tolerance limits in Section 9-03.8(7),the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist,backup samples of the existing sublots 62 or samples from the 'street shall be tested to provide a minimum of three sets of results for evaluation. 2. Commercial Evaluation. If sampled and tested,HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall outside the commercial acceptance tolerance limits in Section 9- 03.8(7),the lot shall be evaluated to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist,backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA produced under Nonstatistical or Commercial Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix factor (NCFM) will be determined. THE NCFM equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, too the quantity of HMA in the lot in tons,and the unit contract price per ton of the mix. u If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the composite pay factor. 5-04.5(1)B Price Adjustments for Quality of HMA Compaction Section is deleted and replaced with: The maximum CPF of a compaction lot is 1.00 ins For each compaction lot of BMA when the CPF is less than 1.00,a Nonconforming Compaction Factor(NCCF)will be determined. THE NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of the NCFF,the quantity of HMA in the lot in tons and the unit contract price per ton of the mix. 5-06 TEMPORARY RESTORATION IN PAVEMENT AREA Section 5-06 is new section with subsections: rrr 5-06.1 Description Pavement areas that have been removed by construction activities must be restored by the Contractor prior to the end of each working period,prior to use by vehicular traffic. Within paved streets,the Contractor may use temporary pavement to allow vehicular traffic to travel over the construction areas. Temporary pavement shall be placed around trench plates or others devices used to cover construction activities in a manner that provides a smooth and safe transition between surfaces. Within paved alleys,the Contractor may use the compacted backfill to allow vehicular traffic to travel over the construction areas. Trench plates or others devices used to cover construction activities shall be placed and anchored in a manner that provides a smooth and safe transition between and across surfaces. 5-06.2 Materials r The composition of the temporary asphalt pavement shall be determined by the Contractor to provide a product suitable for the intended application. The Contractor shall not use materials that are a safety or health hazard. 63 5 Temporary pavement material that does not form a consolidated surface after compaction shall be considered unsuitable and shall be removed from the site. Unsuitable temporary pavement shall be disposed of offsite. 5-06.3 Construction Requirements Contractor shall maintain temporary cold or hot mix asphalt patches daily during to the satisfaction of the governing road agency and Engineer until said patch is replaced with permanent hot patch. The completed pavement shall be free from ridges,ruts,bumps,depressions,objectionable marks,or other irregularities. The permanent hot mix asphalt patch shall be placed and sealed with a paving asphalt within 30 calendar days. The Contractor shall immediately repair,patch,or remove any temporary pavement that does not provide a flat transition between existing pavement areas. All temporary asphalt pavement shall be removed from the site by the end of the project and shall not be used as permanent asphalt pavement or subgrade material. 6-12.3 Construction Requirements The rock unloading at the site will be done in such a manner as to segregate the rock by the size ranges indicated in the preceding paragraph. The walls shall be started by excavating a trench,not less than 6 inches or more than one foot in depth below subgrade in excavation sections,or not less than 6 inches or more than one foot in depth below the existing ground level in embankment sections. Areas on which the rockery is to be placed shall be trimmed and dressed to conform to the elevation or slope indicated. The rock wall construction shall start as soon as possible upon the completion of the cut or fill section. Rock selection and placement shall be such that there will be no open voids in the exposed face of the wall over 6 inches across in any direction. The rocks shall be placed and keyed together with a minimum of voids. Particular attention shall be given to the placing and keying together of the final course of all rockeries. The final course shall have a continuous appearance and be placed to minimize erosion of the backfill material. The larger rocks shall be placed at the base of the rockery so that the wall will be stable and have a stable appearance. The rocks shall be carefully placed by mechanical equipment and in a manner such that the longitudinal axis if the rock shall be at right angles or perpendicular to the rockery face. The rocks shall have all inclining faces sloping to the back of the rockery. Each row of rocks will be seated as tightly and evenly as possible on the rock below in such a manner that there will be no movement between the two. After setting a course of rock, all voids between the rocks shall be chinked on the back with quarry rock to eliminate any void sufficient to pass a 2 inch square probe. 6-12.3(1) Rockery Backfill The wall backfill shall consist of 1-1/2 inch minus crushed rock or gravel conforming to section 9- 03.9(3). This material will be placed to an 8 inch minimum thickness between the entire wall and the cut or fill material. The backfill material will be placed in lifts to an elevation approximately 6 inches below the course of rocks placed. The backfill will be placed after each course of rocks. Any backfill material on the bearing surface of the rock course will be removed before setting the next course. 6-12.3(2) Drain Pipe A 4 inch diameter perforated pvc pipe shall be placed as a footing drain behind the rockeries as shown in the standard plans,and connected to the storm drainage system at the nearest structure. 64 ` 6-12.3(3) Rejection of Material The inspector will have the authority to reject any defective material and to suspend any work that is being improperly done, subject to the final decision of the engineer. All rejected material will be removed from the construction site and any rejected work shall be repaired or replaced at no additional cost to the Owner. 6-12.4 Measurement 1 Measurement of the finished rock wall for payment will be made from the footing grade to the top of the wall and rounded to the nearest square yard. 6-12.5 Payment Payment will be made under the item"rock retaining wall",per square yard. The unit price per square yard shall be full compensation for the rockery/rock retaining wall in place and shall _nch„de all Work materialc and enii;nmPnt rern„ired to mm�let the installation includingr n r... ... C ...t e , . ..b drainage pipe and all other items. 7-01 DRAINS #�r 7-01.2 Materials The second paragraph of Section 7-01.2 is revised as follows: Drain pipes may be concrete, zinc coated (galvanized) corrugated iron with Asphalt Treatment I, aluminum coated (aluminized) corrugated iron with Asphalt Treatment I, zinc coated (galvanized) steel with Asphalt Treatment I, corrugated aluminum alloy, polyvinyl chloride (PVC), or corrugated polyethylene(PE)at the option of the Contractor unless the Plans specify the type to be used. 7-01.3 Construction Requirements Section 7-01.3 is revised as follows: The second paragraph is revised as follows: PVC drain pipe shall be jointed with a bell and spigot joint using a flexible elastomeric seal as described in Section 9-04.8. The bell shall be laid upstream. PE or ABS drain pipe shall be jointed with snap-on, screw-on, or wraparound coupling bands as recommended by the manufacturer of the tubing. The sixth paragraph is revised as follows: PVC underdrain pipe shall be jointed using either the flexible elastomeric seal as described in Section 9-04.8 or solvent cement as described in Section 9-04.9,at the option of the Contractor unless otherwise specified in the Plans. The bell shall be laid upstream. PE or ABS drainage tubing underdrain pipe shall be jointed with snap-on, screw-on, or wraparound coupling bands, as recommended by the manufacturer of the tubing. 7-01.4 Measurement Section 7-01.4 is supplemented adding the following: When the contract does not include "structure excavation Class B" or "Structure excavation Class B including haul" as a pay item all costs associated with these items shall be included in other contract E pay items. 7-02 CULVERTS 7-02.2 Materials The second paragraph of Section 7-02.2 is revised and supplemented as follows: 65 err in this Section in regard to a kind of culvert pipe, pipe arch, Where steel or aluminum are referred to g P P p p or end sections, it shall be understood that steel is zinc coated (galvanized) with Asphalt Treatment I or aluminum coated (aluminized) corrugated iron or steel, and aluminum is corrugated aluminum alloy as specified in Sections 9-05.4 and 9-05.5. Where plain or reinforced concrete, steel, or aluminum are referred to in Section 7-02 it shall be understood that reference is also made to PVC. 7-04 STORM SEWERS 7-04.2 Materials The second paragraph of Section 7-04.2 is revised as follows: Where steel or aluminum are referred to in this Section in regard to a kind of storm sewer pipe, it shall be understood that steel is zinc coated(galvanized),Asphalt Treatment I Coated corrugated iron or steel and alu r._n is corrugated aluminum alloy as specified in Sections 9-05.4 and 9-05.5. The Contractor shall require pipe suppliers to furnish certificates signed by their authorized representative, stating the specifications to which the materials or products were manufactured. The Contractor shall provide 2 copies of these certifications to the Engineer for approval. Certificates showing nonconformance with the Contract shall be sufficient evidence for rejection. Approval of certificates shall be considered only as tentative acceptance of the materials and products, and such action by Engineer will not relieve Contractor of his/her responsibility to perform field tests and to replace or repair faulty materials, equipment, and/or workmanship and Contractor's own expense. 7-04.3 Construction Requirements CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS Amended April 4,2005 by Ordinance 5131 SECTION 1 PURPOSE The purpose of this code section is to establish guidelines for the restoration of City streets disturbed by installation of utilities and other construction activities. Any public or private utilities,general contractors,or others permitted to work in the public right-of-way will adhere to the procedures set forth in this policy. SECTION 2 DEFINITIONS Engineer: The term engineer shall denote the City project manager,inspector and/or plan reviewer, or their designated representative. SECTION 3 HOURS OF OPERATIONS Hours for work within the roadway for asphalt overlays or trench restoration shall be as directed by the Traffic Control Plan requirements and as approved by the Traffic Operations Engineer. SECTION 4 APPLICATION 1. The following standards shall be followed when doing trench or excavation work within the paved portion of any City of Renton right-of-way. 2. Modifications or exemptions to these standards may be authorized by the Planning/Building/Public Works Administrator,or authorized representative,upon written request by the permittee,their contractor or engineer and demonstration of an equivalent alternative. SECTION 5 INSPECTION £' The Engineer may determine in the field that a full street-width(edge-of-pavement to edge-of- pavement)overlay is required due to changes in the permit conditions such as,but not limited to the following: 66 1. There has been damage to the existing asphalt surface due to the contractor's equipment. 2. The trench width was increased significantly or the existing pavement is undermined or damaged. 3. Any other construction related activities that require additional pavement restoration. SECTION 6 CITY OF RENTON STANDARDS 1. All materials and workmanship shall be in accordance with the City of Renton Standard *A and Supplemental Specifications(current adopted version) except where otherwise noted in these Standards.Materials and workmanship are required to be in conformance with standards for the Standard Specifications for Road,Bridge,and Municipal Construction prepared by the Washington State Department of Transportation(WSDOT) and shall comply with the most current edition,as modified by the City of Renton Supplemental Specifications. An asphalt naver shall be used in accordance with Section 5-04.3(3)of Standard 1.�-._-r... Specifications.A"Layton Box"or equal may be used in place of the power- propelled paver. Rollers shall be used in accordance with Section 5-04.3(4) of the Standard Specifications. "Plate Compactors"and"Jumping Jacks"SHALL NOT err be used in lieu of rollers. 2. Trench backfill and resurfacing shall be as shown in the City of Renton Standard Details, unless modified by the City Permit. Surfacing depths shown in the Standard Details are minimums and may be increased by the Engineer to meet traffic loads or site "' conditions. T SECTION 7 REQUIREMENTS FOR PATCHING,OVERLAY,OVERLAY WIDTHS All trench and pavement cuts shall be made by sawcut or by grinding. Sawcuts or grinding shall be a minimum of one foot(1') outside the trench width. The top two inches (2")of asphalt shall be ground down to a minimum distance of one foot(1')beyond the actual outside edges of the trench and shall be replaced with two inches(2")of Class B asphalt,per City of Renton Standards. At the discretion of the engineer,a full street width overlay may be required. Lane-width or a full street-width overlay will be determined based upon the location and length of the proposed trench within the roadway cross-section. Changes in field conditions may warrant implementation of additional overlay requirements. 1. Trenches(Road Crossings): a The minimum width of a transverse patch(road crossing) shall be six and one-half feet(6.5'). See City of Renton Standard Plan Drawing#HR—23 (SP Page: H032A). b Any affected lane will be ground down two inches(2")and paved for the entire width of the lane. c Patch shall be a minimum of one foot(1')beyond the excavation and patch length shall be a minimum of an entire traveled lane. d If the outside of the trenching is within three feet(3')of any adjacent lane line,the entire adjacent traveled lane affected will be repaved a An area including the trench and one foot(l')on each side of the trench but not less than six and one half feet(6.5')total for the entire width of the affected traveled lanes will be ground down to a depth of two inches (2").A two-inch(2")overlay of Class B asphalt will be applied per City standards. 2. Trenches Running Parallel With the Street: a The minimum width of a longitudinal patch shall be four and one-half feet(4.5'). See City of Renton Standard Plan Drawing #HR-05 (SP Page H032). b If the trenching is within a single traveled lane,an entire lane-width overlay will be required. c If the outside of the trenching is within three feet(3')of any adjacent lane line,the entire adjacent traveled lane affected will be overlaid. d If the trenching is greater than,or equal to 30%of lane per block(660-foot maximum block length), or if the total patches exceed 12 per block,then the lanes affected will p be overlaid.Minimum overlay shall include all patches within the block section. 67 tw e The entire traveled lane width for the length of the trench and an additional ten feet (10')at each end of the trench will be ground down to a depth of two inches(2").A two-inch(2")overlay of Class B will be applied per City standards. 3. Potholing: Potholing shall meet the same requirements as trenching and pavement restoration. Potholing shall be a minimum of one foot(1')beyond the excavation. All affected lanes will be ground down to a depth of two inches(2")and paved not less than six and one half feet(6.5')wide for the entire width of the lane. Potholes greater than five feet(5')in length,width or diameter shall be restored to trench restoration standards. In all cases, potholes shall be repaired per Renton Standard Plan#HR05 (SP Page H032). Restoration requirements utilizing vactor equipment will be determined by the engineer. SECTION 8 PAVEMENT REMOVAL IN LIEU OF GRINDING The contractor in all cases can remove the pavement In the Tepla�ement area _netPad of cmrr 1 nilt the specified two inches(2") of asphalt. Full pavement replacement to meet or exceed the existing pavement depth will be required for the area of pavement removal. SECTION 9 TRENCH BACEFILL AND RESTORATION CONSTRUCTION REQUIREMENTS 1. Trench restoration shall be either by a patch or overlay method,as required and indicated on City of Renton Standard Plans#HR-05,HR-23,and HR-22 (SP Pages#H032,H032A, and H033). 2. All trench and pavement cuts,which will not be overlaid, shall be made by sawcut or grinding. Sawcuts shall be a minimum of two feet(2')outside the excavated trench width. 3. All trenching within the top four feet(4')shall be backfilled with crushed surfacing materials conforming to Section 4-04 of the Standard Specifications. Any trenching over four feet(4') in depth may use materials approved by the Engineer or Materials Lab for backfilling below the four-foot(4')depth. If the existing material(or other material)is determined by the Engineer to be suitable for backfill,the contractor may use the native material,except that the top six inches(6") shall be crushed surfacing top course material. The trench shall be compacted to a minimum ninety-five percent(95%) { density,as described in Section 2-03 of the Standard Specifications. In the top six feet (6)of any trench,backfill compaction shall be performed in eight to 12-inch(8-12")lifts. Any trench deeper than six feet(6)may be compacted in 24-inch lifts,up to the top six- foot(6)zone. All compaction shall be performed by mechanical methods. The compaction tests may be performed in maximum four-foot(4')vertical increments. The test results shall be given to the Engineer for review and approval prior to paving. The number and location of tests required shall be determined by the Engineer. 4. Temporary restoration of trenches for overnight use shall be accomplished by using MC mix(cold mix),Asphalt Treated Base (ATB),or steel plates,as approved by the Engineer. ATB used for temporary restoration may be dumped directly into the trench, bladed out and rolled. After rolling,the trench must be filled flush with asphalt to provide a smooth riding surface. If the temporary restoration does not hold up,the Contractor shall repair the patch within eight hours of being notified of the problem by the City. This requirement applies 24 hours per day, seven days a week. In the event that the City determines to repair the temporary patch,the contractor shall reimburse the City in an amount that is double the City's cost in repairing the patch,with the second half of the reimbursement to represent City overhead and hidden costs. 5. Asphalt Concrete Class E or Class B shall be placed to the compacted depth as required and indicated on City of Renton Standard Plans#HR-05,HR-23,and HR-22 (SP Pages #H032,11032A,and H033)or as directed by the Engineer. The grade of asphalt shall be AR-4000W. The materials shall be made in conformance with Section 9-02.1(4)of the Standard Specifications. 68 40 6. Tack coat shall be applied to the existing pavement at edge of saw cuts and shall be emulsified asphalt grade CSS-1,as specified in Section 9-02.1(6) of the Standard Specifications.Tack shall be applied as specified in Section 5-04 of the Standard Specifications. 7. Asphalt Concrete Class E or Class B, shall be placed in accordance with Section 5-04 of the Standard Specifications; except those longitudinal joints between successive layers of asphalt concrete shall be displaced laterally a minimum of twelve inches(12"),unless to otherwise approved by the Engineer. Fine and coarse aggregate shall be in accordance with Section 9-03.8 of the Standard Specifications. All street surfaces,walks or driveways within the street trenching areas shall be feathered and shimmed to an extent that provides a smooth-riding connection and expeditious drainage flow for the newly paved surface. Feathering an ghmmn shall not decrease the mininn m vertical h Prt h heln� fmir g or d ii di-nth(4") storm watg e neer ma re uire additional grin ding to increase the curb depth available for storm water flow in areas that are inadequate. Shimming and feathering,as required by the Engineer,shall be accomplished by raking iYr out the oversized aggregates from the Class B mix as appropriate. Surface smoothness shall be per Section 5-04.3(13)of the Standard Specifications. The paving shall be corrected by removal and repaving of the trench only. Asphalt patch depths will vary based upon the streets being trenched. The actual depths of asphalt and the work to be performed shall be as required and indicated on City of Renton Standard Plans#HR-05,HR-23, and HR-22 (SP Pages#H032,H032A,and H033). Compaction of all lifts of asphalt shall be a minimum ninety-two percent(92%)of density as determined by WSDOT Test Method 705. The number of tests required shall be determined by the Engineer. Testing shall be performed by an independent testing lab with the results being supplied to the Engineer. Testing is not intended to relieve the contractor from any liability for the trench restoration. It is intended to show the inspector;and the City,that the restoration meets these specifications. 8. All joints shall be sealed using paving asphalt AR4000W. 9. When trenching within the unpaved roadway shoulder(s),the shoulder shall be restored to its original condition, or better. 10. The final patch or overlay shall be completed as soon as possible and shall not exceed _fifteen(15)working days after first opening the trench. This time frame may be adjusted if delays are due to inclement paving weather or other adverse conditions that may exist. However, delaying of final patch or overlay work is subject to the Engineer's approval. The Engineer may deem it necessary to complete the work within the fifteen(15) working day time frame and not allow any time extension. Should this occur,the Contractor shall perform the necessary work,as directed by the Engineer. fir► 11. A City of Renton temporary Traffic Control Plan(from Renton Transportation Engineering) shall be submitted and approved by the Engineer a minimum of three(3) working days prior to commencement of work. SECTION 10 REMOVAL OF UTILITY LOCATE MARKINGS FROM SIDEWALKS REQUIRED The Permittee will be required to remove utility locate marks on sidewalks only within the Downtown Core Area.The Permittee shall remove the utility locate marks within 14 days of job completion. rr 69 7-04.4 Measurement The first paragraph of Section 7-04.4 is revised as follows: The length of storm sewer pipe will be the number of linear feet of completed installation measured along the invert and will include the length through elbows, tees, and fittings. The number of linear feet will be measured from the center of manhole or from the center of catch basin to center of catch basins and similar type structures. 7-04.5 Payment The second and third paragraphs of Section 7-04.5 are revised as follows: (******) The unit contract price per linear foot for storm sewer pipe of the kind and size specified shall be full pay for all work to complete the installation, including adjustment of inverts to manholes. When no bid item "gravel backfill for pipe bedding" is included in the Schedule of Prices, pipe bedding, as shown in the, standard plans, shall be considered incidental to the, pipe and no additional payment shall be made. Testing of storm sewer pipe, if required by the Engineer, shall be considered incidental to and included in the unit contract prices for other items. Cost of connecting pipe to structures shall be per each. a 7-05 MANHOLES,INLETS,AND CATCH BASINS 7-05.3 Construction Requirements Section 7-05.3 is supplemented by adding the following: (******) The following is added at the end of this section for storm sewers: Catch basins shall be installed with either a locking manhole cover or a standard frame with a vaned grate as shown in the Plans and City of Renton Standard Plans pagers B012, B014, and B037 as applicable. Frame materials shall be cast iron per ASTM A48, Class 30. All grates and covers installed on this project shall be ductile iron. 7-05.3(1) Adjusting Manholes and Catch Basins to Grade Section 7-05.3(1)is replaced with: (******) Where shown in the Plans or where directed by the Engineer, the existing manholes, catch basins, or inlets shall be adjusted to the grade as staked or otherwise designated by the Engineer. The existing cast iron ring and cover on manholes and the catch basin frame and grate shall first be removed and thoroughly cleaned for reinstalling at the new elevation. From that point, the existing structure shall be raised or lowered to the required elevation. The Contractor shall construct manholes so as to provide adjustment space for setting cover and casting to a finished grade as shown on the construction plans, Manhole ring and covers shall be adjusted to the finished elevations per standard detail BR29, SP Page B074, prior to final acceptance of the work. Manholes in unimproved areas shall be adjusted to 6"above grade. In unpaved streets: Manholes, catch basins and similar structures in areas to be surfaced with crushed rock or gravel shall be constructed to a point approximately eight inches below the subgrade and covered with a temporary wood cover. Existing manholes shall be cut off and covered in a similar manner. The contractor shall carefully reference each manhole so that they may be easily found upon completion of the street work. After placing the gravel or crushed stone surfacing, the manholes and 70 manhole castings shall be constructed to the finished grade of the roadway surface. Excavation necessary for bringing manholes to grade shall center about the manhole and be held to the minimum area necessary. At the completion of the manhole adjustment, the void around the manhole shall be backfilled with materials which result in the section required on the typical roadway section, and be thoroughly compacted. In cement concrete pavement: Manholes, catch basins and similar structures shall be constructed and to adjusted in the same manner as outlined above except that the final adjustment shall be made and cast iron frame be set after forms have been placed and checked. In placing the concrete pavement, extreme care shall be taken not to alter the position of the casting in any way. In asphalt concrete pavement: Manholes shall not be adjusted until the pavement is completed, at which time the center of each manhole shall be carefully relocated from references previously established by the contractor. The pavement shall be cut in a restricted area and base material be removed to pe2mit removal of the rover. The manhole shall then he brought to roper o-mAe iwtilivinv the same methods of construction as for the manhole itself. The cast iron frame hall be placed on the concrete blocks and wedged up to the desired grade. The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the cast iron frame plus two feet. The base materials and crushed rock shall be removed and Class 3000 or Commercial Portland Cement Concrete shall be placed so that the entire volume of the excavation is replaced up to within but not to exceed 2 inches of the finished pavement surface. On the day following placement of the concrete,the edge of the asphalt concrete pavement, and the outer edge of the casting shall be painted with hot asphalt cement. Asphalt Class G concrete shall then be placed and compacted with hand tampers and a patching roller. The complete patch shall match the existing paved surface for texture, density, and uniformity of grade. The joint between the patch and the existing pavement shall then be carefully painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. The inside throat of the manhole shall be thoroughly mortared and plastered. Adjustment of inlets: The final alignment and grade of cast iron frames for new and old inlets to be adjusted to grade will be established from the forms or adjacent pavement surfaces. The final adjustment of the top of the inlet will be performed in similar manner to the above for manholes. On asphalt concrete paving projects using curb and gutter section, that portion of the cast iron frame not embedded in the gutter section shall be solidly embedded in concrete also.The concrete shall extend a minimum of six inches beyond the edge of the casting and shall be left 2 inches below the top of the frame so that the wearing course of asphalt concrete pavement will butt the cast iron frame. The existing concrete pavement and edge of the casting shall be painted with hot asphalt cement. Adjustments in the inlet structure shall be constructed in the same manner and of the same material as that required for new inlets.The inside of the inlets shall be mortared and plastered. Monuments and cast iron frame and cover: Monuments and monument castings shall be adjusted to grade in the same manner as for manholes. Valve box castings: Adjustments of valve box castings shall be made in the same manner as for manholes. 7-05.3(2) Abandon Existing Manholes Section 7-05.3(2)is revised as follows: Where it is required that an existing manhole be abandoned, the structure shall be broken down to a depth of at least 4 feet below the revised surface elevation, all connections plugged,the manhole base ow shall be fractured to prevent standing water, and the manhole filled with sand and compacted to 90 percent density as specified in Section 2-03.3(14)C. Debris resulting from breaking the upper part of the manhole may be mixed with the sand subject to the approval of the Engineer. The ring and cover shall be salvaged and all other surplus material disposed of. irr 7-05.3(3) Connections to Existing Manholes Section 7-05.3(3)is supplemented by adding the following: 71 Where shown on the plans, new drain pipes shall be connected to existing line, catch basin, curb inlets and/or manholes. The contractor shall be required to core drill into the structure, shape the new pipe to fit and re-grout the opening in a workmanlike manner. Where directed by the engineer or where shown on the plans,additional structure channeling will be required. A "connection to existing" item will be allowed at any connection of a new line to an existing structure, or the connection of a new structure to a existing line. No "connection to existing" will be accepted at the location of new installation,relocation and adjustment of line manholes, catch basins or curb inlets. Any damage to existing pipe or structure that is to remain in place resulting from the Contractor's operations shall be repaired or replaced at his own expense. =w The unit bid price per each shall be full compensation for all labor,materials and equipment required. 7-05.4 Measurement Section 7-05.4 is revised and supplemented as follows: Catch basins will be measured per each regardless of depth. Adjustments of new structures and miscellaneous items such as valve boxes shall be considered incidental to the unit contract price of the new item and no further compensation shall be made. Adjustment of existing structures and miscellaneous items such as valve boxes shall be measured by "Adjust Existing ," per each, which shall be full pay for all labor and materials including all concrete for the completed adjustment in accordance with Section 7-05.3(1) and the City of Renton Standard Details. Connection to existing pipes and structures shall be measured per each. Locking solid metal cover and frame for catch basins will be measured per each. Vaned Grate per each. 31 7-05.5 Payment Section 7-05.5 is supplemented as follows: Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the proposal. "Catch Basin Type 1,"per each 13 "Catch Basin Type 2 48-In.Diam.,"per each "Connect to Existing Catch Basin,"per each "Locking Solid Metal Cover and Frame for Catch Basin,"per each "Adjust Existing Catch Basin,"per each "Adjust Existing ,"per each "Concrete Inlet with Std. Grate,"per each "Vaned Grate,"per each The unit contract price per each for the catch basin or inlet specified shall be full pay for furnishing all labor, materials, tools, and equipment necessary to complete each unit, including all accessories such as grates,grate frames,trap, steps,and other items. 72 trr The unit price for the above bid items shall be full pay for all costs necessary to install the structure and appurtenances, including excavation, backfill, make adjustments and restoration of adjacent areas in a manner acceptable to the Engineer. iW The unit contract price per each for"Adjust Existing shall be full pay for all costs necessary to make the adjustment including restoration of adjacent areas in a manner acceptable to the Engineer. t the If no bid item for Structure Excavation Class A or Structure Excavation Class B is included in the schedule of prices then the work will be considered incidental and its cost should be included in the cost of the pipe. "Connect to Existing Catch Basin,"per each. "Connect Structure to existing pipe,"per each. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS #W 7-08.3(1)C Bedding the Pipe Section 7-08.3(1)C is supplemented by adding the following: Pipe bedding for PVC sewer pipe shall consist of clean,granular pea gravel consistent with section 9- 03.12(3). It shall be placed to a depth of 6" over and 6"under the exterior walls of the pipe. Hand compaction of the bedding materials under the pipe haunches will be required. Hand compaction shall be accomplished by using a suitable tamping tool to firmly tamp bedding material under the haunches of the pipe. Care shall be taken to avoid displacement of the pipe during the compaction effort. Iw Pipe bedding shall be considered incidental to the pipe and no further compensation shall be made. 7-08.3(2)A Survey Line and Grade Section 7-08.3(2)A is replaced with: Survey line and grade control shall be provided in accordance with Sections 1-05.4, 1-05.5 and 1-11 in a manner consistent with accepted practices. The Contractor shall transfer line and grade into the trench where they shall be carried by means of a laser beam using 50 foot minimum intervals for grade staking. Any other procedure shall have the written approval of the Engineer. 7-08.3(2)B Pipe Laying—General Section 7-08.3(2)B is supplemented by adding the following: Checking of the invert elevation of the pipe may be made by calculations from measurements on the top of the pipe,or by looking for ponding of 1/2" or less,which indicates a satisfactory condition. At manholes, when the downstream pipe(s) is of a larger size, pipe(s) shall be laid by matching the (eight-tenths)flow elevation,unless otherwise approved by the Engineer. All pipe, fittings, etc. shall be carefully handled and protected against damage, impact shocks, and free fall. All pipe handling equipment shall be acceptable to the ENGINEER. Pipe shall not be itrr placed directly on rough ground but shall be supported in a manner which will protect the pipe against injury whenever stored at the trench site or elsewhere. No pipe shall be installed where the lining or coating show defects that may be harmful as determined by the ENGINEER. Such damaged lining or coating shall be repaired,or a new undamaged pipe shall be furnished and installed. The CONTRACTOR shall inspect each pipe and fitting prior to installation to insure that there are not damaged portions of the pipe. Any defective, damaged or unsound pipe shall be repaired or replaced. 73 m the interior of the pipe before lowering into position All foreign matter or dirt shall be removed from p p g p in the trench. Pipe shall be kept clean during and after laying. All openings in the pipe line shall be closed with water tight expandable type sewer plugs at the end of each day's operation or whenever the pipe openings are left unattended. The use of burlap,wood, or other similar temporary plugs will not be permitted. Where necessary to raise or lower the pipe due to unforeseen obstructions or other causes, the ENGINEER may change the alignment and/or the grades. Except for short runs which may be permitted by the ENGINEER, pipes shall be laid uphill on grades exceeding 10 percent. Pipe which is laid on a downhill grade shall be blocked and held in place until sufficient support is furnished by the following pipe to prevent movement. Unless otherwise required, all pipe shall be laid straight between the changes in alignment and at uniform grade between changes in grade. For concrete pipes with elliptical reinforcement, the pipe shall be placed with the minor axis of the reinforcement in a vertical position. Immediately after the pipe joints has been made, proper gasket placement shall be checked with a feeler gage as approved by the pipe manufacturer to verify proper gasket placement. 7-08.3(2)E Rubber Gasketed Joints Section 7-08.3(2)E is supplemented as follows: Care shall be taken by the CONTRACTOR to avoid over pushing the pipe and damaging the pipe or joint system. Any damaged pipe shall be replaced by the Contractor at his expense. 7-08.3(2)H Sewer Line Connections Section 7-04.3(2)H is supplemented by adding the following: Connections (unless booted connections have been provided for) to existing concrete manholes shall be core-drilled, and shall have an "O" ring rubber gasket meeting ASTM C-478 in a manhole coupling equal to the Johns-Manville Asbestos-Cement collar, or use a conical type flexible seal equal to Kor-N-Seal. PVC pipe connection shall consist of tee, nipple and couplers as approved by the 391 Engineer. 7-08.3(2)J Placing PVC Pipe Section 7-08.3(2)J is an added new section: (* ****) 3 In the trench,prepared as specified in Section 7-02.3(1) PVC pipe shall be laid beginning at the lower end, with the bell end upgrade. Pea gravel will be used as the bedding material and extend from 6" below the bottom of the pipe to 6" above the top of the pipe. When it is necessary to connect to a structure with a mudded joint a rubber gasketed concrete adapter-collar will be used at the point of connection. 7-08.3(2)K Storing Pipe Pipe shall be stored on clean,level ground to prevent undue scratching or gouging of the pipe. If the pipe must be stacked for storage,such stacking shall be done in accordance with the pipe manufacturer's recommendations. The handling of the pipe shall be done in such a manner that it is 1, not damaged by dragging over sharp objects or cut by chokers or lifting equipment at all times. 7-08.3(3) Backfilling Section 7-08.3 is revised and supplemented as follows: Select Imported Trench Backfill shall be placed between the pipe bedding and the base of the subgrade where the native materials are not suitable for backfill as determined by the Engineer. The remaining depth shall be restored as noted on the plans. To the maximum extent possible,suitable material obtained from trench excavation shall be used for trench backfill. All material placed as trench backfill shall be free from rocks or stones larger than 2 74 inches in their greatest dimension,brush, stumps, logs,roots,debris,and organic or other deleterious materials. No stones or rock shall be placed in the upper 3 feet of trench backfill. Rock or stones within the allowable size limit incorporated in the reminder of fills shall be distributed so that they do not congregate or interfere with proper compaction. Contractor shall be responsible for the disposal of any excess excavated soil material. The Contractor shall protect suitable native excavated material from becoming unsatisfactory as a trr result of moisture or separation. During dry weather conditions, suitable native backfill shall meet the criteria for common borrow as described in Section 9-03.14(3). Common borrow will be suitable for use as structural fill during dry weather conditions only,and with the approval of the Engineer. If structural fill is placed during wet weather,the structural fill shall consist of Select Imported Trench Backfill as described in Section 9-03.19. The contractor shall provide five working days for the Contracting Agency to test native materials for suitability prior to use as backfill material. Backfill Within pai7ad»re»S Sh»ll he rnmna�te to at least 95 percent of maximi.'�,m dry=lens; »s determined by the modified Proctor compaction test,ASTM D 1557. This includes the foundation, backfill,and base course materials. Maximum lift thickness of backfill shall not exceed 24 inches between the top of the bedding and 4 feet below grade and 12 inches from 4 feet below grade to the base of the subgrade. The Engineer may be on site to collect soil samples and to test compaction. The Contractor shall provide site access at all times for compaction testing and sample collection. Areas of the trench that fail to meet the compaction requirements shall have the backfill removed, replaced,and recompacted at the contractor's expense. The Contractor shall be responsible for any settlement of backfill, subbase,and pavement that may occur during the period stipulated in the Contract conditions. All repairs necessary due to settlement shall be made by the Contractor at Contractor's expense. Backfill in unimproved areas shall be compacted to at least 90 percent of maximum dry density as determined by the modified Proctor compaction test,ASTM D 1557. to 7-08.4 Measurement The first paragraph of Section 7-08.4 is revised as follows: Gravel backfill for foundations, or gravel backfill for pipe zone bedding when used for foundations, shall be measured by the cubic yard,including haul,as specified in 2-09,or by the TON. Select Imported Trench Backfill, when approved by the Engineer for use in the absence of suitable native backfill, will be measured by the ton. Import materials used as fill to bring the roadway to finish subgrade will not be measured for payment under this item. Select Imported Trench Backfill weight shall be verified by providing a copy of certified truck tickets, which accompany each truckload. 7-08.5 Payment Section 7-08.5 is replaced with: Payment will be made in accordance with Section 1-04.1 for each of the following bid items that are included in the proposal: rr "Gravel Backfill for Foundations Class ",per cubic yard,or Ton. All costs associated with furnishing and installing bedding and backfill material within the pipe zone in the installation of culvert, storm sewer, and sanitary sewer pipes shall be included in the unit contract price for the type and size of pipe installed. "Plugging Existing Pipe",per each. "Commercial Concrete",per cubic yard. "Structure Excavation Class B",per cubic yard. "Structure Excavation Class B Incl.Haul",per cubic yard. Unless specifically identified and provided as separate items, structure excavation, dewatering and backfilling shall be incidental to pipe installation and no further compensation shall be made. 75 it coupling or concrete collar shall be included in the unit All costs m jointing dissimilar pipe with a coup g contract price per foot for the size and type of pipe being jointed. "Shoring or Extra Excavation Class B",per square foot. If this pay item is not in the contract,then it shall be incidental. 7-08.6 Abandoning Existing Pipe Section 7-08.6 is a new section: Where shown on the plans or where designated by the engineer,existing pipes to be abandoned shall be filled with sand. Sand used for filling abandoned pipes shall conform to Section 9-03.1(2)B for Class 2 aggregate grading. Portions of abandoned pipe removed for installation of new utilities shall be plugged at the cut ends with concrete per section 7-08.3(4). 7-08.6(1) Measurement Section 7-08.6(1)is a new section: Existing pipes to be abandoned and filled with sand shall be measured in linear feet. 7-08.6(2) Payment Section 7-08.6(2)is a new section: Payment will be made in accordance with Section 1-04.1 for each for the following bid item: "Abandoning existing pipe(s)in place",per linear foot. " 7-10 WATER SERVICE LINE AND WATER METER RELOCATION AND REPLACEMENT Section 7-10 is a new section: 7-10.1 Description Water service lines along the length of the project will be replaced and water meters will be relocated and/or replaced as shown in the Plans.These new water service lines shall be installed as the last underground utility.Prior to and after installation of these water service lines,the Contractor shall protect all water service lines that cross the roadway from damages during construction.Before proceeding with construction activities near water service crossings, the Contractor shall pothole the crossings in advance to determine if a conflict exists with the proposed utilities improvements.If a conflict exists,the Contractor shall notify the Engineer and coordinate service line relocation with the City of Renton Water Maintenance Department. Should potholing reveal that the existing water service line is made of galvanized piping,the Contractor shall notify the Engineer and coordinate the replacement of the galvanized line with copper pipe by the City Water Maintenance Department.A two-week advance notice shall be required for each water service requiring relocation or replacement. If a water service line does not require relocation or replacement and is damaged during the course of construction,the Contractor shall be responsible for all labor,materials,and equipment costs associated with the repair or replacement of the service line by the City Water Maintenance Department. 76 The City will install water service lines,meter setter,meter box materials,the water meter,and make the connection to the private service line for service lines that are connected to existing water mains. rr The Contractor will install water service lines,meter setter,meter box materials,and make the connection to the private service line for service lines that are connected to new water mains. r The City will install the water meter. 7-10.3 Materials All pipe,meter setter,and meter box materials will be provided by the City Water Maintenance Department 7-10.3 Construction Requirements The following sequence shall apply to all planned water service line replacements or relocations. 1. Contractor potholes and identifies the elevations and pipe materials for all water service line crossings with regard to the new utilities improvements. ` 2. If there is a conflict between the existing water service line and the new City utilities to be installed as a part of this Contract or if the existing water service line is made of galvanized pipe,the Contractor shall notify the City and coordinate the relocation or replacement of the water service line by the City Water Maintenance Department.A two-week advance notice shall be required for each water service requiring relocation or replacement. 3.The Contractor shall fill and grade the area where the meter will be relocated to the finished grade elevation prior to the relocation of the water service line and meter by the City Water Maintenance Department. The Contractor shall excavate 60 and expose the end of the existing water service line,meter setter, and water meter to be relocated by the City Water Maintenance Department or by the Contractor. 4. City of Renton Water Maintenance Department will furnish pipe materials and the City of Renton Water maintenance Department or the Contractor will install the extension of the existing copper service line and meter setter,will relocate the water meter to the new location as shown on the Plans and will make the connection to the private service line. The City will install the water meter. 4r 5. The Contractor shall backfill and compact the trench for the water service line and restore the area to finish grade. 7-10.4 Measurement "3/4 Inch Water Service and Connection to Existing Water Main"shall be per each for the number of water meters connected. to "3/4 Inch Water Service and Connection to New Water Main"shall be per each for the number of water meters connected. "1 Inch Water Service and Connection to New Water Main"shall be per each for the number of water meters connected. �r 77 7-10.5 Payment The unit Contract price per each for"3/4(or 1 Inch)Water Meter Relocation to Existing(or to New)Main"shall be full compensation for all labor,materials,and equipment for the relocation of existing water service,meter setter,and meter box of the type and size shown size as shown shall be full pay to complete the work specified in the Contract documents and Plans,and shall include but not be limited to the following: • Locating existing utilities and potholing in advance to determine their horizontal and vertical location • Excavation for installation of water service line extension for the City Water Maintenance Department to install the service line extension and meter relocation • Placement and compaction of bedding materials • piaccicii and compaction ucTiCh backrii • Grading, filling,and compacting the area for the meter relocation to finish grade prior to relocation of the meter ffi • Restoration of all public and private properties to near existing condition or better 7-12 Valves for Water Mains 7-12.3(2) Adjust Existing Valve Box to Grade Valve boxes shall be adjusted to grade in the same manner as for manholes, as detailed in Section 7- 05.3(1) of the Renton Standards. Valve box adjustments shall include, but not be limited to, the locations shown on the Plans. Existing roadway valve boxes shall be adjusted to conform to final finished grades. The final installation shall be made in accordance with the applicable portions of Section 7-12. In the event that the existing valve box is plugged or blocked with debris, the Contractor shall use whatever means necessary to remove such debris, leaving the valve installation in a fully operable condition. The valve box shall be set to an elevation tolerance of one-fourth inch (1/4") to one-half inch (1/2") below finished grade. 7-12.4 Measurement Section 7-12.4 is supplemented by adding the following: Adjustment of existing valve boxes to grade shall be measured per each,if included as a separate pay item in the Contract; if not a separate pay item but required to complete the work, then value box adjustment shall be considered incidental. Hydrant auxiliary gate valve will be included in the measurement for hydrant assembly and will not be included in this measurement item. 7-12.5 Payment Section 7-12.5 is replaced with the following: "Adjust Existing Valve Box to Grade (RC),"per each. The contract bid price for"Adjust Existing Valve Box to Grade" above shall be full compensation for all labor,material,tools and equipment necessary to satisfactorily complete the work as defined in the Contract Documents, including all incidental work. If not included as a separate pay item in the Contract,but required to complete other work in the Contract,then adjustment of valve boxes shall be considered incidental to other items of work and no further compensation shall be made. 78 imp Yr 7-14 HYDRANTS 7-14.3(1) Setting Hydrants Paragraph four and five of Section 7-14.3(1)is revised and the section is supplemented as follows: irr After all installation and testing is complete, the exposed portion of the hydrant shall be painted with two field coats.The type and color of paint will be designated by the Engineer. Any hydrant not in service shall be identified by covering with a burlap or plastic bag approved by the Engineer. Hydrants shall be installed in accordance with AWWA specifications C600-93, Sections 3.7 and 3.8.1 and the C..,,of Renton standard details. Hydrant and guard posts shall be painted in accordance.i.th the water standard detail. Upon completion of the project, all fire hydrants shall be painted to The City of Renton specifications and guard posts painted with two coats of preservative paint NO. 43- 655 safety yellow or approved equal. Fire hydrants shall be of such length as to be suitable for iww installation with connections to 6", 8"AND 10" piping in trenches 3 - 1/2 feet deep unless otherwise specified. The hydrant shall be designed for a 4-1/2 foot burial where 12" and larger pipe is shown unless otherwise noted on the plan. Fire hydrant assembly shall include: cast-iron or ductile iron tee NJ x FL), 6" gate valve (FL x MJ), 6" DI spool (PE x PE), 5-1/4" MVO fire hydrant (MJ connection), 4" x 5" Stortz adapter, cast iron valve box and cover, 3/4" shackle rods and accessories, concrete blocks and two concrete guard posts (only if hydrants are outside right-of-way). Joint restraint(Shackle Rods)shall be installed in accordance with Section 7-11.3(15). 7-14.3(3) Resetting Existing Hydrants rlrr Section 7-14.3(3)is supplemented by adding the following: All hydrants shall be rebuilt to the approval of the City (or replaced with a new hydrant). All rubber gaskets shall be replaced with new gaskets of the type required for a new installation of the same type. 7-14.3(4) Moving Existing Hydrants Section 7-14.3(4)is supplemented by adding the following: All hydrants shall be rebuilt to the approval of the City(or replaced with a new hydrant). All rubber gaskets shall be replaced with new gaskets of the type required for a new installation of the same lire type. r 7-14.5 Payment Section 7-14.5 is revised as follows: Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the proposal: "Furnish and Install Fire Hydrant Assembly",per each. The unit contract price per each for"Furnish and install Fire Hydrant Assembly" shall be full pay for all work for the bid item as described in Section 1-09.14. tr "Resetting Existing Hydrants",per each. The unit contract price per each for "Resetting Existing Hydrant" shall be full pay for all work to reset the existing hydrant, including rebuilding (or replacement with a new hydrant), shackling, blocking, painting, and guard posts and reconnecting to the main. The new pipe connecting the hydrant to the main shall be considered incidental and no additional payment shall be made. . Guard posts, shown on the plans shall be incidental to the contract. trig 79 tw "Moving Existing Hydrants",per each. The unit contract price per each for"Moving Existing Hydrant" shall be full pay for all work to move the existing hydrant, including new tee, rebuilding (or replacement with a new.hydrant), shackling, blocking, painting, and guard posts and reconnecting to the main. The new pipe connecting the hydrant to the main shall be considered incidental and no additional payment shall be made. Guard posts, shown on the plans shall be incidental to the contract. 8-04 CURBS, GUTTERS,AND SPILLWAYS 8-04.3 Construction Requirements Section 8-04.3 is supplemented as follows: Curbs and gutters shall be constructed in accordance with the Renton Standard Plans. The contractor shall be responsible for barricading,patrolling,or otherwise protecting newly placed concrete. Damaged,vandalized, or unsightly concrete shall be removed and replaced at the Contractor's expense. The contractor shall notify the Engineer immediately in cases where the proposed gutter lip elevation appears higher than the adjacent pavement. Gutter lips shall not be constructed higher than the adjacent pavement, except a noted on plans. 8-04.4 Measurement Section 8-04.4 is supplemented as follows: The cement concrete gutters will be measured by the linear foot as"Cement Concrete Gutter." Extruded curb per linear foot. 8-13 MONUMENT CASES 8-13.1 Description Section 8-13.1 is revised and supplemented as follows: This work shall consist of furnishing and placing monument cases and covers,in accordance with the Standard Plans and these Specifications, in conformity with the lines and locations shown in the Plans or as staked by the Engineer or by the Contractor supplied surveyor. 8-13.3 Construction Requirements Paragraphs 2 and 3 of Section 8-13.3 is revised and supplemented as follows: The monument will be furnished and set by the Engineer or by the Contractor supplied surveyor. When existing monuments will be impacted by a project, the Contractor shall be responsible for assuring that a registered surveyor references the existing monuments prior to construction. After 31 construction is complete, the monuments shall be re-established by the surveyor in accordance with RCW58.09.130. E 8-13.4 Measurement Section 8-13.4 is supplemented by adding the following: All costs for surveying and resetting existing monuments impacted by construction shall be considered incidental to the contract unless specifically called out to be paid as a bid item. 80 8-13.5 Payment Section 8-13.5 is supplemented by adding the following: "Reset Existing Monument"per each. Resetting an existing monument impacted by construction shall be incidental unless included as a pay item in the Schedule of Prices. r 8-14 CEMENT CONCRETE SIDEWALKS 8-14.3(4) Curing Section 8-14.3(4)is replaced with: The curing materials and procedures o'uthned in Section 5-x5.3(13) of the Standard Specifications curing aii shall prevail, except that white pigmented curing compound shall not be used on sidewalks. The curing agent shall be applied immediately after brushing and be maintained for a period of 5 days. lrr The Contractor shall have readily available sufficient protective covering,such as waterproof paper or plastic membrane, to cover the pour of an entire day in the event of rain or other unsuitable weather. During the curing period, all traffic, both pedestrian and vehicular, shall be excluded. Vehicular traffic shall be excluded for such additional time as the Engineer may specify. The Contractor shall be responsible for barricading, patrolling, or otherwise protecting the newly placed concrete to prevent damage. Damaged, vandalized, discolored, stained, or unsightly concrete shall be removed and replaced at the expense of the Contractor. 8-14.4 Measurement Section 8-14.4 is supplemented by adding the following: When the contract contains a pay item for"Curb Ramp, Cement Concrete,"the per each measurement shall include all costs for the complete installation per the plans and standard details including expansion joint material, curb and gutter and ramped sidewalk section. Saw cutting, removal and disposal of excavated materials including existing pavement and sidewalk, crushed surfacing base materials and all other work, materials and equipment required per Section 8-14 shall be included in the per each price for "Curb Ramp, Cement Concrete" unless any of these other items are listed and specified to be paid as separate pay items. If the contract does not provide a pay item for "Curb Ramp, Cement Concrete," but the plans call for such installation,then quantities shall be measured with and paid for under the bid items for Curb and r Gutter and for Cement Concrete Sidewalk. When curb ramps are to be constructed of asphalt concrete, the payment shall be included in the pay item for "Miscellaneous and/or Driveway Asphalt Concrete." 8-14.5 Payment Section 8-14.5 is supplemented by adding the following: "Curb Ramp, Cement Concrete,"per each. Payment for excavation of material not related to the construction of the sidewalk but necessary before the sidewalk can be placed, when and if shown in the Plans, will be made in accordance with the provisions of Section 2-03. Otherwise, the Contractor shall make all excavations including haul and disposal, regardless of the depth required for constructing the sidewalk to the lines and grades shown,and shall include all costs thereof in the unit contract price per square yard for"Cement Conc. Sidewalk"and the per each contract price for"Curb Ramp,Cement Concrete." 81 1Ir 8-22 PAVEMENT MARKING 8-22.1 Description The following item in Section 8-22.1 is revised as follows: Crosswalk Stripe A SOLID WHITE line, 8 inches wide and 10-feet long, installed parallel to another crosswalk stripe and parallel to the direction of traffic flow and centered in pairs on lane lines and the center of lanes. See detail sheet. Skip Center Line(Replacement) A BROKEN YELLOW line 4 inches wide. The br^l-A^ ^r"ship"patte.:. shall be based or. a 24-�;,t 111 Vl unit consisting of a 9-foot line and a 15-foot gap. Skip center strip is used as center line delineation on two-lane or three-lane,two-way highways. Double Yellow Center Line(Replacement) Two SOLID YELLOW lines, each 4 inches wide, separated by a 4-inch space. Double yellow center stripe is used as center line delineation on multilane,two-way highways and for channelization. Approach Line(New) A SOLID WHITE line, 8 inches wide, used to separate left and right turning movements from through movements,to separate high occupancy vehicle lanes from general purpose lanes,for islands, . hash marks, and other applications. Hash mark stripes shall be placed on 45-degree angle and 10 feet apart. Lane Line(Replacement) A BROKEN WHITE line, 4 inches wide, used to delineate adjacent lanes traveling in the same direction.The broken or"skip"pattern shall be based on a 24-foot unit consisting of a 9-foot line and a 15-foot gap. Two Way Left Turn Line(Replacement) A SOLID YELLOW line, 4 inches wide, with a BROKEN YELLOW line, 4 inches wide, separated by a 4-inch space.The broken or"skip"pattern shall be based on a 24-foot unit consisting of a 9-foot z line and a 15-foot space.The solid line shall be installed to the right of the broken line in the direction of travel. Crosswalk Line(Replacement) A SOLID WHITE line, 8 inches wide and 10 feet long, installed parallel to another crosswalk stripe and parallel to the direction of traffic flow and centered in pairs on lane lines and the center of lanes. See detail sheet. Stop Line(Replacement) A SOLID WHITE line 12, 18,or 24 inches wide as noted on the Contract plans. 8-22.3(5) Installation Instructions Section 8-22.3(5)is revised as follows: A manufacturer's technical representative need not be present at the initial material installation to approve the installation procedure. 8-22.5 Payment Section 8-22.5 is supplemented as follows: "Approach Stripe,"per linear foot. } 82 "Remove Paint Line ....."wide," per linear foot.* "Remove Plastic Line ......"Wide,"per linear foot.* to "Remove existing traffic markings, "per lump sum.* *The linear foot contract price for"Remove Paint Line" and"Remove Plastic Line" and the lump sum Wo contract price for "Remove existing traffic markings" shall be full compensation for furnishing all labor, tools, material, and equipment necessary for removal of existing traffic markings as per the plans, specifications and detail sheets. If these pay items do not appear in the contract schedule of prices,then the removal of old or conflicting traffic markings required to complete the channelization of the project as shown on the plans or detail sheets shall be considered incidental to other items in the contract and no further compensation shall be made. 8-23 TEMPORARY PAVEMENT 11W A RKTNG-s 8-23.5 Payment 4w Section 8-23.5 is supplemented with the following: (******) If no pay item is included in the contract for installation or for removal of temporary pavement markings then all costs associated with these items are considered incidental to other items in the contract or included under"Traffic Control," if that item is included as a bid item. 9-03 AGGREGATES (January 5,2004) 9-03.8(2) HMA Test Requirements Section 9-03.8(2)is supplemented with the following: ESAL's The number of ESAL's for the design and acceptance of the HMA shall be *** $$1$$ ***million. 9-03.8(7) HMA Tolerances and Adjustments Item 1 is deleted and replaced with: 1. Job Mix Formula Tolerances. After the JMF is determined as required in 5-04.3(7)A, the constituents of the mixture at the time of acceptance shall conform to the following tolerances: Nonstatistical Commercial Evaluation Evaluation Aggregate,percent passing 1",3/4", %2",and 3/8"sieves ±6% ±8% irr U.S.No.4 sieve ±6% ±8% U.S.No. 8 sieve ±6% ±8% U.S.No. 16 sieve ±4% +6% r U.S.No. 30 sieve ±4% +6% U.S.No. 50 sieve ±4% ±6% U.S.No. 100 sieve ±3% +5% U.S.No.200 sieve ±2.0% ±3.0% Asphalt Binder ±0.5% ±0.7% rrr VMA 1.5%below minimum value in 9-03.8(2) VFA min. and max. as listed in 9-03.8(2) Va 2.5%minimum and 5.5%maximum 83 4W These tolerance limits constitute the allowable limits as described in Section 1-06.2. The tolerance limit for aggregate shall not exceed the limits of the control points section, except the tolerance limits for sieves designated as 100%passing will be 99-100. 9-05 DRAINAGE STRUCTURES, CULVERTS,AND CONDUITS 9-05.4 Steel Culvert Pipe and Pipe Arch (RC) Section 9-05.4 is revised as follows: Steel culvert pipe and pipe arch shall meet the requirements of AASHTO M 36, Type I and Type Il. Welded seam aluminum coated (aluminized) corrugated steel pipe and pipe arch with. metalized coating applied inside and out following welding is acceptable and shall be asphalt treatment coated. 9-05.7(2) Reinforced Concrete Storm Sewer Pipe (RC) Section 9-05.7(2)is replaced by the following: Reinforced Concrete Storm Sewer pipe shall conform to the requirements of ASTM C-76 and shall be Class IV. Cement used in the manufacture of reinforced concrete pipe shall be Type H in conformance with ASTM C150. No admixture shall be used unless otherwise specified. 9-05.7(2)A Basis for Acceptance (RC) Section 9-05.7(2)A is supplemented by the following: All pipe shall be subject to (1) a three-edge-bearing strength (D-load) test in accordance with ASTM C76; and (2) a hydrostatic test of rubber gasket joints in accordance with ASTM C361 or AWWA C302 except test pressure shall be 5 psi. 9-05.7(3) Concrete Storm Sewer Pipe Joints (RC) Section 9-05.7(3)is replaced by the following: Joint assembly design shall be reinforced concrete bell and spigot type incorporating a fully retained single rubber gasket in accordance with ASTM C361 or AWWA C302. Rubber gasket material shall be neoprene. 9-05.7(4) Testing Concrete Storm Sewer Pipe Joints (RC) k Section 9-05.7(4)is supplemented by the following: Hydrostatic testing of rubber gasket joints shall be performed in accordance with ASTM C361 or AWWA C302 except test pressure shall be 5 psi. 9-05.9 Steel Spiral Rib Storm Sewer Pipe (RC) Section 9-05.9 is replaced with: The manufacturer of spiral rib storm sewer pipe shall furnish the Engineer a Manufacturer's Certificate of Compliance stating that the materials furnished comply in all respects with these Specifications. The Engineer may require additional information or tests to be performed by the Contractor at no expense to the State. Unless otherwise specified, spiral rib storm sewer pipe shall be furnished with pipe ends cut perpendicular to the longitudinal axis of the pipe. Pipe ends shall be cut evenly. Spiral rib pipe shall be fabricated either by using a continuous helical lock seam or a continuous helical welded seam paralleling the rib. Steel spiral rib storm sewer pipe shall be manufactured of metallic coated (aluminized or galvanized) corrugated steel and inspected in conformance with Section 9-05.4. The size,coating,and metal shall be as shown in the Plans or in the Specifications. 84 For spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be essentially rectangular and shall be 3/4 inch plus two times the wall thickness (2t) plus or minus 1/8 inch (measured outside to outside) and a minimum of 0.95 inch high (measured as the minimum vertical distance from the outside of pipe wall immediately adjacent to the lockseam or stiffener to the top surface of rib). The maximum spacing of the ribs shall be 11.75 inches center to center(measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be a minimum of 0.10 inch rr and a maximum of 0.17 inch. If the sheet between adjacent ribs does not contain a lockseam, a stiffener shall be included midway between ribs,having a nominal radius of 0.25 inch and a minimum height of 0.20 inch toward the outside of the pipe. Pipe shall be fabricated with ends that can be effectively jointed with coupling bands. When required, spiral rib or narrow pitch spiral rib pipe shall be bituminous treated or paved. The bituminous treatment for spiral rib pipe shall conform to the requirements of Sections 9-05.4(3) and 9-05.4(4) For narrow pitch spiral rib sewer pipe, the helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be .375 inch+ 1/8 inch irrn wide (measured outside to outside) and a minimum of.4375 inch high (measured as the minimum vertical distance of ribs shall be 4.80 inches center to center(measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be 0.0625 inch with an allowable 1 60 tolerance of+ 10 percent. 9-05.17 Aluminum Spiral Rib Storm Sewer Pipe Section 9-05.17 is replaced with: Unless otherwise specified, spiral rib storm sewer pipe shall be furnished with pipe ends cut perpendicular to the longitudinal axis of the pipe. Pipe ends shall be cut evenly. Spiral rib pipe shall 0 be fabricated by using a continuous helical lock seam with a seam gasket. For spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be 3/4 inch wide by 3/4 inch deep with a nominal spacing of 7-1/2 inches center to center. Pipe shall be fabricated with ends that can be effectively jointed with coupling bands. For narrow pitch spiral rib storm sewer pipe,helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be 0.375 inch + 1/8 inch wide (measured outside to outside) and a minimum spacing of ribs shall be 4.80 inches center to center(measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be 0.0625 inch with an allowable tolerance of+ 10 percent. For wide pitch spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be 3/4 inch+ 1/8 inch wide (measured outside to outside) and a minimum of 0.95 inch high (measured as the minimum vertical distance from the outside of pipe wall to top surface of the rib). The maximum spacing of ribs shall be 11.75 inches center to center (measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be 0.0625 inch with an allowable tolerance of+ 10 percent. — 40 9-08 PAINTS 9-08.8 Manhole Coating System Products Section 9-08.8 is a new section and subsections: 85 9-08.8(1) Coating Systems Specification A. High Solids Urethane Coating System: Cl Coating Material: High Solids Urethane Surfaces: Concrete Surface In accordance with SSPC Preparation: SP-7(Sweep or brush off blast) Application: Shop/Field The drying time between coats shall not exceed 24hours in any case System Thickness: 6.0 mils dry film Coatings: Primer: One coat of Wasser MC-Aroshield high solids urethane(2.0 DFT)Finish:Two or more coats of Wasser MC-Aroshield(min.4.0 DFT) Color: White r. 86 9-14 EROSION CONTROL AND ROADSIDE PLANTING 9-14.2 Seed Section 9-14.2 is supplemented with the following: Lawn Seed Mixture: for all seeded lawn areas (%by weight) 50% Low grow turf-type Perennial Rye Blend of three (3)varieties 50% Creeping Red Fescue— `Pennlawn' it Seeding rate: 51bs./1000 square feet Erosion Control Seed Mixture: for all seeded erosion control areas (%by weight) 40% Low grow turf-type Perennial Rye Blend of three(3)varieties 40% Creeping Red Fescue— `Pennlawn' 10% Hard Fescue 10% Tall Fescue Seeding rate: 51bs./1000 square feet 9-14.7 Stakes, Guys,Wrapping, and Root Control Section 9-14.7 is supplemented by the following: Root Control Material Root control material shall be 18 inches wide Typar Biobarrier, a geotextile fabric with pellets impregnated with herbicide trifluralin. Install along all edges of curbs and paving within 10 feet of new and existing tree plantings, as detailed. 9-23 CONCRETE CURING MATERIALS AND ADMIXTURES 9-23.9 Fly Ash (RC) Section 9-23.9 is revised as follows: Fly ash shall not be used around water lines. 9-30 WATER DISTRIBUTION MATERIALS 9-30.5 Hydrants Section 9-30.5 is supplemented by adding the following: Fire hydrants shall be Iowa, Corey Type (opening with the pressure) or approved equal conforming to AWWA C-502-85. Approval must be obtained prior to bid opening. 6W Compression type fire hydrants (opening against pressure) shall be Clow Medallion, M&H 929, Mueller Super Centurion 200,conforming to AWWA C-502-85. yr 87 9-30.5(2) Hydrant Dimensions Section 9-30.5(2)is replaced with the following: Fire hydrants shall be Corey type (opening with the pressure) or compression type (opening against pressure) conforming to AWWA C-502-85 with a 6 inch mechanical joint inlet and a main valve opening (M.V.O.) of 5 1/4 inches, two 2 1/2 inch hose nozzles with National Standard Threads 7 1/2 threads per inch and one 4 inch pumper nozzles with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads, outside diameter of male tread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4"pentagon operating nut opened by turning counter clockwise (left). The two 2-1/2 hose nozzles shall be fitted with cast iron threaded caps with operating nut of the same design and proportions as the hydrant stem nut. Caps shall be fitted with suitable neoprene gaskets for positive water tightness under test pressures. The 4" pumper nozzle shall be fitted with a Stortz adapter, 4" Seattle Thread x 5" Stortz. Stortz adapter shall be forged and/or extruded 6061-T6 aluminum alloy, hardcoat anodized. Threaded end portion shall have no lugs and 2 set screws 180 degrees apart. Stortz face to be metal, no gasket to weather. Stortz cap to have synthetic molded rubber gasket, and shall be attached to hydrant adapter with 1/8" coated stainless steel aircraft cable. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants,latest revisions. 9-30.6(3)B Polyethylene Pipe Section 9-30.6(3)B has been modified as follows: Polyethylene pipe shall not be used. 9-30.6(4) Service Fittings Section 9-30.6(4)has been revised as follows: Fittings used for copper tubing shall be compression type with gripper ring. 9-30.6(5) Meter Setters Section 9-30.6(5)has been supplemented as follows: Meter setters shall be installed per the City of Renton Standard Details for water meters,latest revision 88 Y 1i PART IV WSDOT AMENDMENTS TO THE STANDARD SPECIFICATIONS 1 INTRODUCTION 2 The following Amendments and Special Provisions shall be used in conjunction with the 3 2008 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 1-03, AWARD AND EXECUTION OF CONTRACT 16 April 7, 2008 17 1-03.1 Consideration of Bids 18 This section is supplemented with the following new sub-section. 19 20 1-03.1(1) Tied Bids 21 After opening Bids, if two or more lowest responsive Bid totals are exactly equal, then 22 the tie-breaker will be determined by drawing as described in this Section. Two or more 23 slips of paper will be marked as follows: one marked "Winner" and the other(s) marked rrr 24 "unsuccessful". The slips will be folded to make the marking unseen. The slips will be 25 placed inside a box. One authorized representative of each Bidder shall draw a slip 26 from the box. Bidders shall draw in alphabetic order by the name of the firm as 27 registered with the Washington State Department of Licensing. The slips shall be 28 unfolded and the firm with the slip marked "Winner" will be determined to be the 29 successful Bidder and eligible for Award of the Contract. Only those Bidders that 30 submitted a Bid total that is exactly equal to the lowest responsive Bid are eligible to 31 draw. 32 33 SECTION 1-04, SCOPE OF THE WORK 34 April 7, 2008 35 1-04.4(1) Minor Changes 36 The first sentence in the first paragraph is revised to read: 37 38 Payments or credits for changes amounting to $15,000 or less may be made under the �. 39 bid item "Minor Change." 40 41 1-04.5 Procedure and Protest by the Contractor 42 In the second paragraph, number 2, the reference to 7 calendar days is revised to 14 43 calendar days. 44 45 The second sentence in the fifth paragraph is revised to read: 46 47 The determination will be provided within 14-calendar days after receipt of the aw 48 Contractor's supplemental written statement (including any additional information WN aw 1 requested by the Project Engineer to support a continuing protest) described in item 2 2 above. 3 4 SECTION 1-05, CONTROL OF WORK 5 April 7, 2008 6 1-05.1 Authority of the Engineer 7 The fourth paragraph is revised to read: 8 9 At the Contractor's risk, the Project Engineer may suspend all or part of the Work 10 according to Section 1-08.6. 11 12 1-05.12 Final Acceptance 13 The second paragraph is revised to read: 14 1 5 The Con,u actor agrees that n ieither completion ii nor f ii ial acceptance ice shall relieve i1 is 16 Contractor of the responsibility to indemnify, defend, and protect the Contracting Agency 17 against any claim or loss resulting from the failure of the Contractor (or the 18 subcontractors or lower tier subcontractors) to pay all laborers, mechanics, 19 subcontractors, material persons, or any other person who provides labor, supplies, or 20 provisions for carrying out the Work or for any payments required for unemployment 21 compensation under Title 50 RCW or for industrial insurance and medical aid required 22 under Title 51 RCW. 23 24 SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 25 August 4, 2008 26 1-07.2(2) State Sales Tax: Work on State-Owned or Private Land 27 The following new paragraph is inserted in front of the first paragraph: '� 28 29 State Department of Revenue Rule 170 and its related rules apply for this section. 30 "'g 31 1-07.9(1) General 32 The following new paragraph is inserted to follow the sixth paragraph: 33 im 34 The Contractor shall ensure that any firm (Supplier, Manufacturer, or Fabricator) that 35 falls under the provisions of RCW 39.12 because of the definition "Contractor" in WAC 36 296-127-010, complies with all the requirements of RCW 39.12. ,, 37 38 1-07.15(1) Spill Prevention, Control and Countermeasures Plan 39 This section is revised to read: .g 40 41 The Contractor shall prepare a project-specific spill prevention, control, and 42 countermeasures plan (SPCC Plan) that will be used for the duration of the project. The io 43 Contractor shall submit the plan to the Project Engineer no later than the date of the 44 preconstruction conference. No on-site construction activities may commence until 45 WSDOT accepts an SPCC Plan for the project. 46 47 The term "hazardous materials", as used in this Specification, is defined in Chapter 447 48 of the WSDOT Environmental Procedures Manual (M31-11). Occupational safety and 46 16 health requirements that may pertain to SPCC Plan implementation are contained in but 2 not limited to WAC 296-824 and WAC 296-843. 3 "' 4 Implementation Requirements 5 The SPCC Plan shall be updated by the Contractor throughout project construction so 6 that the written plan reflects actual site conditions and practices. The Contractor shall ift 7 update the SPCC Plan at least annually and maintain a copy of the updated SPCC Plan 8 on the project site. All project employees shall be trained in spill prevention and 9 containment, and shall know where the SPCC Plan and spill response kits are located 00 10 and have immediate access to them. 11 12 If hazardous materials are encountered or spilled during construction, the Contractor 13 shall do everything possible to control and contain the material until appropriate 14 measures can be taken. The Contractor shall supply and maintain spill response kits of 15 appropriate size within close proximity to hazardous materials and equipment. 16 17 The Contractor shall implement the spill prevention measures identified in the SPCC 18 Plan before performing any of the following: 19 20 1. Placing materials or equipment in staging or storage areas. 21 2. Refueling, washing, or maintaining equipment. 22 3. Stockpiling contaminated materials. 23 24 SPCC Plan Element Requirements 25 The SPCC Plan shall set forth the following information in the following order: 26 27 1. Responsible Personnel 28 Identify the name(s), title(s), and contact information for the personnel 29 responsible for implementing and updating the plan, including all spill 30 responders. 31 w 32 2. Spill Reporting 33 List the names and telephone numbers of the federal, State, and local 34 agencies the Contractor shall notify in the event of a spill. 35 36 3. Project and Site Information 37 Describe the following items: 38 39 A. The project Work. 40 41 B. The site location and boundaries. rw 42 43 C. The drainage pathways from the site. 44 45 D. Nearby waterways and sensitive areas and their distances from the 46 site. 47 48 4. Potential Spill Sources 49 Describe each of the following for all potentially hazardous materials brought 50 or generated on-site (including materials used for equipment operation, 51 refueling, maintenance, or cleaning): 52 do 1 A. Name of material and its intended use. 2 3 B. Estimated maximum amount on-site at any one time. 4 5 C. Location(s) (including any equipment used below the ordinary high 6 water line) where the material will be staged, used, and stored and 7 the distance(s)from nearby waterways and sensitive areas. 8 9 D. Decontamination location and procedure for equipment that comes 10 into contact with the material. 11 12 E. Disposal procedures. 13 14 5. Pre-Existing Contamination 15 Describe any pre-existing contamination and contaminant sources (such as 16 buried pipes or tanks) in the project area that are described in the Contract 17 documents. Identify equipment and work practices that will be used to prevent 18 the release of contamination. 19 20 6. Spill Prevention and Response Training 21 Describe how and when all personnel (including refueling contractors and 22 Subcontractors)will be trained in spill prevention, containment and response in 23 accordance with the Plan. Describe how and when all spill responders will be 24 trained in accordance with WAC 296-824. 25 26 7. Spill Prevention 27 Describe the following items: 28 29 A. Spill response kit contents and location(s). err 30 31 B. Security measures for potential spill sources. 32 33 C. Secondary containment practices and structures for hazardous 34 materials. 35 36 D. Methods used to prevent stormwater from contacting hazardous 37 materials. 38 39 E. Site inspection procedures and frequency. 40 41 F. Equipment and structure maintenance practices. 42 43 G. Daily inspection and cleanup procedures that ensure all equipment 44 used below the ordinary high water line is free of all external 45 petroleum based products. ww 46 47 H. Refueling procedures for equipment that cannot be moved from below 48 the ordinary high water line. 49 50 8. Spill Response 51 Outline the response procedures the Contractor will follow for each scenario 52 listed below. Include a description of the actions the Contractor shall take and iii 1 the specific, on-site, spill response equipment that shall be used to assess the 2 spill, secure the area, contain and eliminate the spill source, and clean up and 3 dispose of spilled and contaminated material. 4 5 A. A spill of each type of hazardous material at each location identified in 6 4, above. +• 7 8 B. Stormwater that has come into contact with hazardous materials. 9 10 C. A release or spill of any pre-existing contamination and contaminant 11 source described in 5, above. 12 13 D. A release or spill of any unknown pre-existing contamination and 14 contaminant sources (such as buried pipes or tanks) encountered 15 during project Work. 16 17 E. A spill occurring during Work with equipment used below the ordinary 18 high water line. 19 20 If the Contractor will use a Subcontractor for spill response, provide contact 21 information for the Subcontractor under item 1 (above), identify when the 22 Subcontractor will be used, and describe actions the Contractor shall take 23 while waiting for the Subcontractor to respond. 24 25 9. Project Site Map 26 Provide a map showing the following items: 27 28 A. Site location and boundaries. 29 30 B. Site access roads. 31 32 C. Drainage pathways from the site. ow 33 34 D. Nearby waterways and sensitive areas. 35 to 36 E. Hazardous materials, equipment, and decontamination areas 37 identified in 4, above. 38 to 39 F. Pre-existing contamination or contaminant sources described in 5, 40 above. 41 g„ 42 G. Spill prevention and response equipment described in 7 and 8, above. 43 44 10. Spill Report Forms 45 Provide a copy of the spill report form(s) that the Contractor will use in the event of 46 a release or spill. 47 48 Payment 49 Payment will be made in accordance with Section 1-04.1 for the following Bid item when 50 it is included in the Proposal: 51 52 "SPCC Plan", lump sum. .. 1 2 When the written SPCC is accepted by WSDOT, the Contractor shall receive 50-percent 3 of the lump sum Contract price for the plan. 4 � 5 The remaining 50-percent of the lump sum price will be paid after the materials and 6 equipment called for in the plan are mobilized to the project. 7 a' 8 The lump sum payment for"SPCC Plan" shall be full pay for: 9 10 1. All costs associated with creating the accepted SPCC Plan. 40 11 12 2. All costs associated with providing and maintaining the on-site spill prevention 13 equipment described in the accepted SPCC Plan. u„ 14 15 3. All costs associated with providing and maintaining the on-site standby spill 16 response equipment and materials described in the accepted SPCC Plan. 17 18 4. All costs associated with implementing the spill prevention measures identified 19 in the accepted SPCC Plan. 20 21 5. All costs associated with updating the SPCC Plan as required by this 22 Specification. 23 24 As to other costs associated with releases or spills, the Contractor may request 25 payment as provided for in the Contract. No payment shall be made if the release or 26 spill was caused by or resulted from the Contractor's operations, negligence, or rr► 27 omissions. 28 29 1-07.16(4) Archaeological and Historical Objects 30 This section is supplemented with the following new sub-section: 31 32 1-07.16(4)A Inadvertent Discovery of Human Skeletal Remains 33 If human skeletal remains are encountered by the Contractor, they shall not be further 34 disturbed. The Contractor shall immediately notify the Engineer of any such finds, and 35 shall cease all work adjacent to the discovery, in an area adequate to provide for the 36 total security and protection of the integrity of the skeletal remains. The Engineer may 37 require the Contractor to suspend Work in the vicinity of the discovery until final 38 determinations and removal of the skeletal remains is completed. 39 40 If the Engineer finds that the suspension of Work in the vicinity of the discovery 41 increases or decreases the cost or time required for performance of any part of the 42 Work under this Contract, the Engineer will make an adjustment in payment or the time 43 required for the performance of the Work in accordance with Sections 1-04.4 and 1- 44 08.8. 45 46 1-07.17(2) Utility Construction, Removal or Relocation by Others 47 The first sentence in the second paragraph is revised to read: 48 49 If the Contract provides notice that utility work (including furnishing, adjusting, 50 relocating, replacing, or constructing utilities) will be performed by others during the 51 prosecution of the Work, the Special Provisions will establish the utility owners 52 anticipated completion. r. 1 2 The first sentence in the third paragraph is revised to read: 3 aw 4 When others delay the Work through late performance of utility work, the Contractor 5 shall adhere to the requirements of Section 1-04.5. 6 4W 7 SECTION 1-08, PROSECUTION AND PROGRESS 8 August 4, 2008 40 9 1-08.1 Subcontracting 10 Item (2) in the first sentence of the seventh paragraph is revised to read: 11 40 12 (2) Delivery of these materials to the Work site in vehicles owned or operated by such 13 plants or by recognized independent or commercial hauling companies hired by 14 those commercial plants. 15 16 1-08.3(2)A Type A Progress Schedule 17 This section is revised to read: 18 19 The Contractor shall submit five copies of a Type A Progress Schedule no later than 10 20 days after the date the contract is executed, or some other mutually agreed upon 21 submittal time. The schedule may be a critical path method (CPM) schedule, bar chart, 22 or other standard schedule format. Regardless of which format used, the schedule shall 23 identify the critical path. The Engineer will evaluate the Type A Progress Schedule and 24 approve or return the schedule for corrections within 15 calendar days of receiving the ► 25 submittal. 26 27 1-08.5 Time for Completion 28 The third sentence in the first paragraph is revised to read: 29 30 A nonworking day is defined as a Saturday, a Sunday, a whole or half day on which the 31 Contract specifically prohibits Work on the critical path of the Contractor's approved 32 progress schedule, or one of these holidays: January 1, the third Monday of January, 33 the third Monday of February, Memorial Day, July 4, Labor Day, November 11, 34 Thanksgiving Day, the day after Thanksgiving, and Christmas Day. 35 36 1-08.6 Suspension of Work 37 The first paragraph is revised to read: ` 38 39 The Engineer may order suspension of all or any part of the Work if: 40 41 1. Unsuitable weather that prevents satisfactory and timely performance of the 42 Work; or 43 44 2. The Contractor does not comply with the Contract: or 45 46 3. It is in the public interest. .. 47 48 1-08.7 Maintenance During Suspension 49 The first sentence in the fourth paragraph is revised to read: „ 50 w 1 If the Engineer determines that the Contractor has pursued the Work diligently before 2 the suspension, then the Contracting Agency will maintain the temporary Roadway (and 3 bear its cost). 4 5 The fifth paragraph is revised to read: 6 7 The Contractor shall protect and maintain all other Work in areas not used by traffic. All 8 costs associated with protecting and maintaining such Work shall be the responsibility of 9 the Contractor, except those costs associated with implementing the TESC Plan 10 according to Section 8-01. 4 11 12 The seventh paragraph is revised to read: 13 to 14 After any suspension, the Contractor shall resume all responsibilities the Contract 15 assigns for the Work. 16 17 SECTION 1-09, MEASUREMENT AND PAYMENT 18 April 7, 2008 19 1-09.9 Payments 20 The first paragraph is supplemented with the following: 21 22 For items Bid as lump sum, the Contractor shall submit a breakdown of their lump sum 23 price in sufficient detail for the Project Engineer to determine the value of the Work 24 performed on a monthly basis. Lump sum breakdowns shall be provided to the Project 25 Engineer no later than the date of the preconstruction meeting. 26 27 The second sentence in the third paragraph is revised to read: 28 29 Unless otherwise provided in the payment clause of the applicable Specifications, partial 30 payment for lump sum Bid items will be a percentage of the price in the Proposal based 31 on the Project Engineer's determination of the amount of Work performed, with ++ 32 consideration given to but not exclusively based on the Contractors lump sum 33 breakdown. 34 rr 35 The third paragraph is supplemented with the following: 36 37 The determination of payments under the contract will be final in accordance with 38 Section 1-05.1. 39 40 1-09.9(1) Retainage 00 41 In the fourth paragraph, number 1, the reference to $20,000 is revised to read $35,000. 42 43 SECTION 1-10, TEMPORARY TRAFFIC CONTROL 44 January 7, 2008 45 1-10.5(1) Lump Sum Bid for Project (No Unit Items) 46 This section is revised to read: 47 48 "Project Temporary Traffic Control", lump sum. 49 ' " 40 1 The lump sum Contract payment shall be full compensation for all costs incurred by the 2 Contractor in performing the Contract Work defined in Section 1-10, except for costs 3 compensated by Bid Proposal items inserted through Contract Provisions as described +o 4 in Section 1-10.4(3). 5 6 SECTION 2-01, CLEARING, GRUBBING, AND ROADSIDE CLEANUP lip 7 April 7, 2008 8 2-01.3(1) Clearing .► 9 Item 3 is deleted. 10 11 The first sentence in Item 4. is revised to read: 12 13 Follow these requirements for all stumps that will be buried deeper than 5-feet from the 14 top, side, or end surface of the embankment or any structure: 1 F, 16 2-01.3(2) Grubbing 17 Item 2. e, is revised to read: 18 19 Upon which embankments will be placed except stumps may be close-cut or trimmed as 20 allowed in Section 2-01.3(1) item 4. 21 22 SECTION 2-02, REMOVAL OF STRUCTURES AND OBSTRUCTIONS 23 April 7, 2008 24 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters 25 The first sentence in 3. is supplemented with the following: 26 +w 27 For removal of bituminous pavement, asphalt planing equipment may be used in lieu of 28 sawcutting provided that a clean vertical edge remains. 29 30 SECTION 2-03, ROADWAY EXCAVATION AND EMBANKMENT 31 January 7, 2008 32 2-03.1 Description 33 The first sentence in the first paragraph is revised to read: 34 35 The Work described in this section, regardless of the nature or type of the materials 36 encountered, includes excavating and grading the Roadway, excavating in borrow pits, 37 excavating below grade, excavating channels and ditches, removing slide material, and 39 disposing of all excavated material. 40 2-03.3(3) Excavation Below Grade 41 The section title is revised to read: 42 43 2-03.3(3) Excavation Below Subgrade 44 45 The first sentence in the fifth paragraph is revised to read: 46 1 Compaction. If the density of the natural earth under any area of the Roadway is 2 less than that required in Section 2-03.3(14)C, Method B, the Engineer may order 4 the Contractor to perform any or all of the following: 5 2-03.3(14)M Excavation of Channels 6 This section including title is revised to read: 7 8 2-03.3(14)M Excavation of Channels and Ditches 9 Channel Excavation: Open excavations 8-feet or more wide at the bottom, but excludes 10 channels that are part of the Roadway. 11 12 Ditch Excavation: Open excavations less than 8-feet wide at the bottom, but excludes 13 ditches that are part of the Roadway. 14 15 Before excavating channels or ditches, the Contractor shall clear and grub the area in 16 accordance with Section 2-01. 17 18 2-03.4 Measurement 19 The first sentence in the first paragraph is revised to read: 20 21 Roadway excavation, channel excavation, ditch excavation, unsuitable foundation 22 excavation, and common borrow items will be measured by the cubic yard. 23 24 The fourth sentence in the first paragraph is revised to read: 25 26 For Roadway excavation, channel excavation and ditch excavation items, the original +o 278 ground will be compared with the planned finished section shown in the Plans. 29 2-03.5 Payment to 30 The first paragraph is supplemented with the following: 31 32 "Channel Excavation", per cubic yard. „0 33 "Channel Excavation Incl. Haul", per cubic yard. 34 "Ditch Excavation", per cubic yard. 35 "Ditch Excavation Incl. Haul", per cubic yard. 37 The first sentence in the second paragraph is revised to read: 38 39 The unit Contract price per cubic yard for "Roadway Excavation", "Roadway Excavation 40 Incl. Haul", "Roadway Excavation — Area _", "Roadway Excavation Incl. Haul — Area 41 _", "Channel Excavation", "Channel Excavation Incl. Haul', "Ditch Excavation" and 42 "Ditch Excavation Incl. Haul' shall be full compensation for all costs incurred for 43 excavating, loading, placing, or otherwise disposing of the material. 45 The second paragraph is supplemented with the following: 40 46 47 When a bid item is not included in the proposal for channel excavation or ditch 48 excavation all costs shall be included in roadway excavation. 49 50 The third paragraph is revised to read: 51 sir 1 When the Engineer orders Work according to Section 2-03.3(3), unit Contract prices 2 shall apply, unless the Work differs materially from the excavation above Subgrade, 3 then payment will be in accordance with Section 1-04.4. 4 5 SECTION 2-10, DITCH EXCAVATION 6 January 7, 2008 7 This section is deleted in its entirety. The section title is revised to read: 8 9 2-10 VACANT 10 11 SECTION 5-01, CEMENT CONCRETE PAVEMENT REHABILITATION w 12 August 4, 2008 13 5-01.3(2)B Portland Cement Concrete ,r. 14 The third sentence in the third paragraph is deleted. 15 16 5-01.3(4) Replace Portland Cement Concrete Panel 17 The last paragraph on page 5-5 of the Standard Specifications is revised to read: 18 19 The Contractor shall place a bond breaking material such as polyethylene film, roofing 20 paper or other material as approved by the Engineer along all existing concrete surfaces 21 and between the bottom of the slab and treated bases prior to placing concrete. 22 23 5-01.3(5) Partial Depth Spall Repair 24 The fifth paragraph is revised to read: 25 26 When a partial depth repair is placed directly against an adjacent longitudinal joint a 27 bond breaking material such as polyethylene film, roofing paper or other material as 28 approved by the Engineer shall be placed between the existing concrete and the area to 29 be patched. 30 31 SECTION 5-04, HOT MIX ASPHALT 32 August 4, 2008 33 5-04.3(9) Spreading and Finishing 34 The nominal compacted depth for HMA Class 3/4' and HMA Class 1/2" listed under the first 35 paragraph is revised to read: 36 37 HMA Class 3/4" and HMA Class 1/2' 38 wearing course 0.30-feet 39 other courses 0.35-feet 40 �.► 41 5-04.3(12)B Longitudinal Joints 42 The first two paragraphs are revised to read: 43 44 The longitudinal joint in any 1 course shall be offset from the course immediately below 45 by not more than 6-inches nor less than 2-inches. All longitudinal joints constructed in 46 the wearing course shall be located at a lane line or an edge line of the Traveled Way. 47 ow 1 On one-lane ramps a longitudinal joint may be constructed at the center of the traffic 2 lane, subject to approval by the Project Engineer, if: 3 4 1. The ramp must remain open to traffic, or 5 6 2. The ramp is closed to traffic and a hot-lap joint is constructed. 7 8 a. If a hot-lap joint is allowed at the center of the traffic lane, 2 paving 9 machines shall be used; a minimum compacted density in accordance 10 with Section 5-04.3(10)13 shall be achieved throughout the traffic lane; and 11 construction equipment other than rollers shall not operate on any 12 uncompacted mix. 13 wr 14 The reference to Standard Plan A-1 in the third paragraph is revised to read "Standard Plan 15 A40.10-00." 16 17 5-04.3(21) Asphalt Binder Revision 18 This section is revised to read: 19 20 When the Contracting Agency provides a source of aggregate, the expected percentage 21 content of asphalt binder in the resulting mix will be identified in the Contract 22 documents. 23 24 Should the percentage of asphalt binder shown in the job mix formula for Hot Mix 25 Asphalt produced with Agency-provided aggregate vary by more than plus or minus 0.3- 26 percent from the amount shown in the Contract documents, an adjustment in payment 27 will be made. The adjustment in payment (plus or minus) will be based on the invoice 28 unit cost, including shipping cost, without any markups. The quantity subject to an 29 adjustment shall be the difference between the JMF asphalt binder percentage and the .fir 30 contract document asphalt binder percentage except that the first 0.3% of this difference 31 shall not apply. No adjustment will be made when the Contractor elects not to use a 32 Contracting Agency-provided source, or when no source is made available by the No 33 Contracting Agency. 34 35 SECTION 5-05, CEMENT CONCRETE PAVEMENT go 36 August 4, 2008 37 5-05.3(3)C Finishing Equipment 38 The second sentence in the first paragraph is revised to read: 39 40 On other roads and on WSDOT projects requiring less than 1000-square yards of 41 cement concrete pavement or requiring individual placement areas of less than 1000- 42 square yards, irregular areas, intersections and at locations inaccessible to slip-form 43 paving equipment, cement concrete pavement may be placed with approved placement 44 and finishing equipment utilizing stationary side forms. 4P 45 46 5-05.3(4)A Acceptance of Portland Cement Concrete Pavement 47 The third sentence in the ninth paragraph is deleted. 48 49 5-05.3(8)A Contraction Joints 50 The fifth paragraph is revised to read: + 51 1 When cement concrete pavement is placed adjacent to existing cement concrete 2 pavement, the vertical face of all existing working joints shall be covered with a bond 3 breaking material such as polyethylene film, roofing paper or other material as approved 4 by the Engineer. 5 6 SECTION 6-02, CONCRETE STRUCTURES 7 August 4, 2008 8 6-02.3(2)B Commercial Concrete .. 9 The second paragraph is revised to read: 10 11 Where concrete Class 3000 is specified for items such as, culvert headwalls, plugging 12 culverts, concrete pipe collars, pipe anchors, monument cases, light standard 13 foundations, pedestals, cabinet bases, guardrail anchors, sign post foundations, fence 14 post footings, sidewalks, curbs, and gutters, the Contractor may use commercial �f. 15 nnnrre+e If commercial rnn f-re+e is Nice fl fnr chin nll-c -i who onr! n�i++orc i+ (��oll F�o%io o rl lJ.IA ,m V, if Shull l -uVV 16 a minimum cementitious material content of 564-pounds per cubic yard of concrete, 17 shall be air entrained, and the tolerances of Section 6-02.3(5)C shall apply. Commercial 18 concrete shall not be used for items such as, bridges, retaining walls, box culverts, or 19 foundations for high mast luminaires, mast arm traffic signals, cantilever signs, and sign 20 bridges. The Engineer may approve the use of commercial concrete for other 21 applications not listed above. +" 22 23 6-02.3(10) Roadway Slabs and Bridge Approach Slabs 24 This section's content is deleted. The section heading is revised to read: 25 26 6-02.3(10) Bridge Decks and Bridge Approach Slabs 27 wr 28 This section is supplemented with the following new sub-sections: 29 30 6-02.3(10)A Preconstruction Meeting rr 31 A pre-concreting conference shall be held 5 to 10-working days before placing concrete 32 to discuss construction procedures, personnel, and equipment to be used. Those 33 attending shall include: 34 35 1. (representing the Contractor) The superintendent and all foremen in charge of 36 placing the concrete, finishing it; and 37 38 2. (representing the State) The Project Engineer, key inspection assistants, and 39 the State Construction Office. 40 41 If the project includes more than 1 deck or slab, and if the Contractor's key personnel 42 change between concreting operations, or at request of the Engineer, an additional 43 conference shall be held just before each deck or slab is placed. 44 45 The Contractor shall not place bridge decks until the Engineer agrees that: 46 r+ 47 1. Concrete producing and placement rates will be high enough to meet placing 48 and finishing deadlines; 49 50 2. Finishers with enough experience have been employed; 51 r 1 3. Adequate finishing tools and equipment are at the site, and 2 3 4. Curing procedures consistent with the Specification requirements are 4 employed. 5 6 6-02.3(10)B Screed Rail Supports 7 The Contractor shall place screed rails outside the finishing area. When screed rails 8 cannot be placed outside the finishing area as determined by the Engineer, they shall 9 rest on adjustable supports that can be removed with the least possible disturbance to 10 the screeded concrete. The supports shall rest on structural members or on forms rigid 11 enough to resist deflection. Supports shall be removable to at least 2-inches below the 12 finished surface. For staged constructed bridge decks, the finishing machine screed 13 rails shall not be supported on the completed portion of deck and shall deflect with the 14 portion of structure under construction. 15 1 6 v�rGCd r uiinS �rriii i ti icir �uppvrt�� JiiGll be $trUng clivugi i and Lill ci wugi 1 to per�i iii ti I 17 finishing machine to operate effectively on them. All screed rails shall be placed and 18 secured for the full length of the deck/slab before the concreting begins. If the Engineer 19 approves in advance, the Contractor may move rails ahead onto previously set supports 20 while concreting progresses. But such movable rails and their supports shall not change 21 the set elevation of the screed. 22 23 On steel truss and girder spans, screed rails and bulkheads may be placed directly on 24 transverse steel floorbeams, with the strike-board moving at right angles to the 25 centerline of the Roadway. 26 ` 27 6-02.3(10)C Finishing Equipment 28 The finishing machine shall be self-propelled and be capable of forward and reverse 29 movement under positive control. The finishing machine shall be equipped with a 30 rotating cylindrical single or double drum screed not exceeding 60-inches in length. The 31 finishing machine shall have the necessary adjustments to produce the required cross- 32 section, line, and grade. Provisions shall be made for the raising and lowering of all 33 screeds under positive control. The upper vertical limit of screed travel shall permit the 34 screed to clear the finished concrete surface. 35 36 For bridge deck widening of 20-feet or less, and for bridge approach slabs, or where 37 jobsite conditions do not allow the use of conventional configuration finishing machines 38 described above, the Contractor may propose the use of a hand operated motorized 39 power screed such as a "Texas" or "Bunyan" screed. This screed shall be capable of 40 finishing the bridge deck and bridge approach slab to the same standards as the 41 finishing machine. The Contractor shall not begin placing bridge deck or bridge 42 approach slab concrete until receiving the Engineer's approval of this screed and the 43 placing procedures. 44 45 On bridge decks the Contractor may use hand-operated strike-boards only when the 46 Engineer approves for special conditions where self propelled or motorized hand 47 operated screeds cannot be employed. These boards shall be sturdy and able to strike 48 off the full placement width without intermediate supports. Strike-boards, screed rails, 49 and any specially made auxiliary equipment shall receive the Engineer's approval 50 before use. All finishing requirements in these Specifications apply to hand-operated 51 finishing equipment. +� 1 2 6-02.3(10)D Concrete Placement, Finishing, and Texturing 3 Before any concrete is placed, the finishing machine shall be operated over the entire 4 length of the deck/slab to check screed deflection. Concrete placement may begin only 5 if the Engineer approves after this test. 6 V 7 Immediately before placing concrete, the Contractor shall check (and adjust if 8 necessary) all falsework and wedges to minimize settlement and deflection from the 9 added mass of the concrete deck/slab. The Contractor shall also install devices, such as .+ 10 telltales, by which the Engineer can readily measure settlement and deflection. 11 12 The Contractor shall schedule the concrete placement so that it can be completely 13 finished during daylight. After dark finishing is permitted if the Engineer approves and if 14 the Contractor provides adequate lighting. 15 16 The placement lel It U GI atlVl l shall cover the full ;,44-h Vf the "" " --e full '..111. of p p Roadway of 1116 lull VV IULII 17 between construction joints. The Contractor shall locate any construction joint over a 18 beam or web that can support the deck/slab on either side of the joint. The joint shall not 19 occur over a pier unless the Plans permit. Each joint shall be formed vertically and in 20 true alignment. The Contractor shall not release falsework or wedges supporting pours 21 on either side of a joint until each side has aged as these Specifications require. 22 23 Placement of concrete for bridge decks and bridge approach slabs shall comply with 24 Section 6-02.3(6).The Engineer shall approve the placement method. In placing the 25 concrete, the Contractor shall: 26 27 1. Place it (without segregation) against concrete placed earlier, as near as 28 possible to its final position, approximately to grade, and in shallow, closely 1 29 spaced piles; 30 31 2. Consolidate it around reinforcing steel by using vibrators before strike-off by ;P 32 the finishing machine; 33 34 3. Not use vibrators to move concrete; 35 36 4. Not revibrate any concrete surface areas where workers have stopped prior to 37 screeding; 38 +" 39 5. Remove any concrete splashed onto reinforcing steel in adjacent segments 40 before concreting them; 41 .rw 42 6. Tamp and strike off the concrete with a template or strike board moving slowly 43 forward at an even speed; 44 45 7. Maintain a slight excess of concrete in front of the cutting edge across the 46 entire width of the placement operation; 47 48 8. Make enough passes with the strike-board (without overfinishing and bringing 49 excessive amounts of mortar to the surface) to create a surface that is true and 50 ready for final finish; and 51 OWwr w► 1 9. Leave a thin, even film of mortar on the concrete surface after the last pass of 0 2 the strike-board. 3 4 Workers shall complete all post screeding operations without walking on the concrete. 0 5 This may require work bridges spanning the full width of the slab. 6 7 After removing the screed supports, the Contractor shall fill the voids with concrete (note 8 mortar). 9 10 If necessary, as determined by the Engineer, the Contractor shall float the surface left by 11 the finishing machine to remove roughness, minor irregularities, and seal the surface of 12 the concrete. Floating shall leave a smooth and even surface. Float finishing shall be 13 kept to a minimum number of passes so air bubbles in the concrete are not released. 14 The floats shall be at least 4-feet long. Each transverse pass of the float shall overlap 15 the previous pass by at least half the length of the float. The first floating shall be at right 16 angles to the strike-off. The second floatina shall be at riaht angles to the centerline of 17 the span.A smooth riding surface shall be maintained across construction joints. ' 18 19 Expansion joints shall be finished with a 1/2-inch radius edger. 20 21 After floating, but while the concrete remains plastic, the Contractor shall test the entire 22 deck/slab for flatness (allowing for crown, camber, and vertical curvature). The testing 23 shall be done with a 10-foot straightedge held on the surface. The straightedge shall be 24 advanced in successive positions parallel to the centerline, moving not more than 1/2 25 the length of the straightedge each time it advances. This procedure shall be repeated 26 with the straightedge held perpendicular to the centerline. An acceptable surface shall 27 be one free from deviations of more than 1/8-inch under the 10-foot straightedge. 28 29 If the test reveals depressions, the Contractor shall fill them with freshly mixed concrete, ' 30 strike off, consolidate, and refinish them. High areas shall be cut down and refinished. 31 Retesting and refinishing shall continue until an acceptable, deviation free surface is 32 produced. The hardened concrete shall meet all smoothness requirements of these 33 Specifications even though the tests require corrective Work. 34 35 The Contractor shall texture the bridge deck and bridge approach slab by combing the 36 final surface perpendicular to the centerline. Made of a single row of metal tines, the 37 comb shall leave striations in the fresh concrete approximately 3/16-inch deep by 1/8- 38 inch wide and spaced approximately 1/2-inch apart. The Engineer will decide actual 39 depths at the site. (If the comb has not been approved, the Contractor shall obtain the 40 Engineer's approval by demonstrating it on a test section.) 41 +r 42 The Contractor may operate the combs manually or mechanically, either singly or with 43 several placed end to end. The timing and method used shall produce the required 44 texture without displacing larger particles of aggregate. Texturing shall end 2-feet from 45 curb lines. This 2-foot untextured strip shall be hand finished with a steel trowel. 46 47 If the Plans call for an overlay (to be constructed under the same Contract), such as hot 48 mix asphalt, latex modified concrete, epoxy concrete, or similar, the Contractor shall 49 produce the final finish by dragging a strip of damp, seamless burlap lengthwise over 50 the full width of the deck/slab or by brooming it lightly. A burlap drag shall equal the 51 deck/slab in width. Approximately 3-feet of the drag shall contact the surface, with the �' 1 least possible bow in its leading edge. It shall be kept wet and free of hardened lumps of 2 concrete. When it fails to produce the required finish, the Contractor shall replace it. 3 When not in use, it shall be lifted clear of the slab. 4 5 After the deck/slab has cured, the surface shall not vary more than 1/8-inch under a 10- 6 foot straightedge placed parallel and perpendicular to the centerline. wr" 7 8 The Contractor shall cut high spots down with a diamond faced, saw-type cutting 9 machine. This machine shall cut through mortar and aggregate without breaking or • 10 dislodging the aggregate or causing spalls. 11 12 Low spots shall be built up utilizing a grout or concrete with a strength equal to or 13 greater than the required 28-day strength of the deck/slab. The method of build-up shall 14 be submitted to the Engineer for approval. 15 1 6 Ti is $urFu%,c icxiur`U vi any area iut dvvv'n or buiii up Shall I niCAL 11 iiusciy thai of ii ie 17 surrounding bridge deck or bridge approach slab area. The entire bridge deck and 18 bridge approach slab shall provide a smooth riding surface. 19 20 6-02.3(10)E Sidewalk 21 Concrete for sidewalk shall be well compacted, struck off with a strike-board, and 22 floated with a wooden float to achieve a surface that does not vary more than %8-inch 23 under a 10-foot straightedge. An edging tool shall be used to finish all sidewalk edges 24 and expansion joints. The final surface shall have a granular texture that will not turn 25 slick when wet. w 26 27 6-02.3(10)F Bridge Approach Slab Orientation and Anchors 28 Bridge approach slabs shall be constructed full bridge deck width from outside usable r 29 Shoulder to outside usable Shoulder at an elevation to match the Structure. The bridge 30 approach slabs shall be modified as shown in the Plans to accommodate the grate 31 inlets at the bridge ends if the grate inlets are required. „w 32 33 Bridge approach slab anchors shall be installed as detailed in the Plans and the anchor 34 rods, couplers, and nuts shall conform to Section 9-06.5(1). The steel plates shall 35 conform to ASTM A 36. All metal parts shall receive 1 coat of formula A-11-99 paint 36 meeting the requirements of Section 9-08.2. The pipe shall be any non-perforated PE 37 or PVC pipe of the diameter specified in the Plans. Polystyrene shall conform to 38 Section 9-04.6. The anchors shall be installed parallel both to profile grade and center 39 line of Roadway. The Contractor shall secure the anchors to ensure that they will not be 40 misaligned during concrete placement. For Method B anchors installations, the epoxy 41 bonding agent used to install the anchors shall be Type IV conforming to Section 9-26.1. 42 The compression seal shall be as noted in the Contract documents. Dowel bars shall 43 be installed in the bridge approach slabs in accordance with the requirements of the 44 Standard Plans and Section 5-05.3(10). r• 45 46 After curing bridge approach slabs in accordance with Section 6-02.3(11), the bridge 47 approach slabs may be opened to traffic when a minimum compressive strength of 48 2,500 psi is achieved. 49 50 6-02.3(17)N Removal of Falsework and Forms 51 The fifth paragraph, beginning with "The Contractor may remove side forms, traffic barrier 52 form, and pedestrian barrier forms" etc, is deleted. 1 � 2 6-02.3(17)0 Early Concrete Test Cylinder Breaks 3 The third paragraph is revised to read: 4 5 The cylinders shall be cured in accordance with WSDOT FOP for AASHTO T 23. 6 7 6-02.3(20) Grout for Anchor Bolts and Bridge Bearings 8 The title for this Section (on page 6-71) is revised to read: 9 10 6-02.3(20) Grout for Anchor Bolts and Bridge Bearings 11 12 6-02.3(25)L Handling and Storage 13 The fifth sentence in the third paragraph is deleted. 14 15 SECTION 6-03, STEEL STRUCTURES 16 April 7, 20008 17 6-03.3(33) Bolted Connections 18 The second paragraph is revised to read: •r 19 20 All bolted connections are slip critical. Painted structures require either Type 1 or Type 21 3 bolts. Unpainted structures require Type 3 bolts. AASHTO M 253 bolts shall not be 22 galvanized or be used in contact with galvanized metal. 23 24 6-03.3(38) Placing Superstructure 25 This section is revised to read: 26 27 The concrete in piers and crossbeams shall reach at least 80-percent of design strength 28 before girders are placed on them. 29 30 6-03.4 Measurement 31 The second paragraph is revised to read: 'o 32 33 Cast or forged metal (kind) shown in the Plans will be measured by the pound or will be 34 paid for on a lump sum basis, whichever is shown on the Proposal. 40 35 36 SECTION 6-09, MODIFIED CONCRETE OVERLAYS 37 August 4, 2008 Wo 38 6-09.3(1)B Rotary Milling Machines 39 This section is revised to read: of 40 41 Rotary milling machines shall have a maximum operating weight of 50,000 pounds, and 42 conform to the requirements in Section 1-07.7. , 43 44 6-09.3(1)C Hydro-Demolition Machines 45 This section is revised to read: 10 46 47 Hydro-demolition machines shall consist of filtering and pumping units operating in 48 conjunction with a remote-controlled robotic device, using high velocity water jets to 49 remove 1/2-inch of sound concrete with the simultaneous removal of all deteriorated 1 concrete. Hydro-demolition machines shall also clean any exposed reinforcing steel of 2 all rust and corrosion products. 3 4 6-09.3(1)D Shot Blasting Machines 5 This section is revised to read: 6 w. 7 Shot blasting machines shall consist of a self contained mobile unit, using steel abrasive 8 to remove 1/2-inch of sound concrete. The shot blasting machine shall vacuum and store 9 all material removed from the scarified concrete surface into a self contained unit. 10 11 6-09.3(8)A Quality Assurance for Microsilica Modified and Fly Ash Modified 12 Concrete Overlays 13 The first sentence in the first paragraph is revised to read: 14 15 The Engineer will perform slump, temperature, and entrained air tests for acceptance in 16 accordance with Section 6-02.3(5)D and as specified in this Section after the Contractor 17 indicates that the concrete is ready for placement. 18 w 19 The third paragraph is deleted. 20 21 6-09.3(8)B Quality Assurance for Latex Modified Concrete Overlays ow 22 The following new sentence is inserted as the leading sentence in the second paragraph: 23 24 The Engineer will perform slump, temperature, and entrained air tests for acceptance in 25 accordance with Section 6-02.3(5)D and as specified in this Section. 26 27 The third paragraph is deleted. 28 29 SECTION 6-11, REINFORCED CONCRETE WALLS 30 August 4, 2008 31 6-11.3(3) Precast Concrete Wall Stem Panels 32 The first sentence in the first paragraph is revised to read: 33 34 The Contractor may fabricate precast concrete wall stem panels for construction of 35 Standard Plan Retaining Walls. 36 37 The first sentence in the second paragraph is revised to read: 38 39 The precast concrete wall stem panels shall be designed in accordance with the 40 following codes: 41 42 The first sentence in number 1. in the second paragraph is revised to read: 43 44 1. For all loads except as otherwise noted - AASHTO LRFD Bridge Design 45 Specifications, latest edition and current interims. 46 47 6-11.3(5) Backfill, Weepholes and Gutters 48 The first sentence in the first paragraph is revised to read: "` 49 1 Unless the Plans specify otherwise, backfill and weepholes shall be placed in to 2 accordance with the Standard Plans and Section 6-02.3(22). 3 4 SECTION 6-15, SOIL NAIL WALLS ' 5 January 7, 2008 6 6-15.3(8)A Verification Testing 7 The last sentence in the sixth paragraph is revised to read: 8 9 The load-hold period shall start as soon as the load is applied and the nail movement 440 10 with respect to a fixed reference shall be measured and recorded at 1 minute, 2, 3, 4, 5, 11 6, 10, 20, 30, 40, 50, and 60 minutes. 12 13 6-15.3(8)B Proof Testing 14 The fifth sentence in the third paragraph is revised to read: 15 ; 16 If the load hold is extended, the nail movement shall be recorded at 20, 30, 40, 50, and 17 60 minutes. 18 19 SECTION 6-16, SOLDIER PILE AND SOLDIER PILE TIEBACK WALLS 20 August 4, 2008 21 6-16.3(6) Installing Timber Lagging and Permanent Ground Anchors 22 This section, including the title, is revised to read: 23 24 6-16.3(6) Designing and Installing Lagging, and Installing Permanent r" 25 Ground Anchors 26 Lagging for soldier pile walls shall conform to one of the following two categories: 27 28 Temporary lagging is defined as lagging that is in service as a structural member 29 for a maximum of 36 months before a permanent load carrying fascia is in place, 30 except for the following exception. Lagging for soldier pile walls in site soils 31 conforming to an excluded soil type as defined under Section 6-16.3(6)A will be 32 classified as permanent lagging conforming to Section 6-16.3(6)C, in which case 33 this requirement will be specified in the Plans along with design details for such 34 lagging. 35 36 Permanent lagging is defined as all lagging not conforming to the definition of 37 temporary lagging as specified above. 38 39 This section is supplemented with the following new sub-sections: 40 41 6-16.3(6)A Soil Classification 42 For the purposes of designing lagging for soldier pile walls, soils shall be categorized in 43 the following classifications: 44 45 Soil Type 1 46 The following shall be considered Type 1 soils: 10 47 48 1. Cohesive fine grained soils either CL or CH of medium consistency with 49 yH/SU < 5. w 2 2. Cohesive fine grained soils either CL or CH that are stiff to very stiff and 3 non-fissured. 4 5 3. Fine grained soils either ML or SM-ML that are above the water table. 6 AW 7 4. Coarse grained soils either GW, GP, GM, GC, SW, SP or SM that are 8 medium dense to dense. 9 to 10 Soil Type 2 11 The following shall be considered Type 2 soils: 12 .. 13 1. Cohesive fine grained soils either CL or CH that are heavily over 14 consolidated and fissured. 15 16 2, Fine grained ML Soils or coarse grained SM-ML soils that are below the MW 17 water table. 18 19 3. Coarse grained SC soil that is medium dense to dense and is below the 20 water table. 21 22 4. Coarse grained soils either SW, SP or SM that are loose. «�► 23 24 Soil Type 3 25 The following shall be considered Type 3 soils: y„ 26 27 1. Cohesive fine grained soils either CL or CH that are soft with yH/S, > 5. 28 ,W 29 2. Fine grained slightly plastic ML soil that is below the water table. 30 31 3. Coarse grained SC soil that is loose and below the water table. 32 °m 33 Exclusions 34 Regardless of whether site soils conform to one of the soil types defined above, site 35 soils under the following conditions are excluded from the Type 1, Type 2, and Type 4W 36 3 soil classifications: 37 38 1. Disturbed soils such as those in landslides or known unstable areas. a► 39 40 2. Layered soils dipping into the excavation steeper than 4H:1 V. 41 IV 42 Lagging for soldier pile walls located in site soils excluded from the Type 1, Type 2, 43 and Type 3 soil classifications shall be designed in accordance with the latest 44 AASHTO LRFD Bridge Design Specifications with current interim specifications. ,r,O 45 Use of the table in Section 6-16.3(6)B for timber lagging in these situations will not 46 be allowed. 47 48 6-16.3(6)B Temporary Lagging 49 The Contractor shall design temporary lagging for all soldier pile walls. The temporary rY 50 lagging design shall be based on the following: 51 1 1. The AASHTO LRFD Bridge Design Specifications, latest edition with current 2 interim specifications, except that timber members used for temporary lagging 3 may be selected based on the table below. 4 5 2. The soil type as specified in the Plans or as determined from the geotechnical 6 report prepared for the project. 7 8 3. The soil pressure diagram, either as shown in the Plans or as included in the 9 geotechnical report prepared for the project, including the surcharge for 10 temporary construction load when shown in the Plans. to 11 12 The Contractor shall submit the soldier pile wall lagging design working drawings and 13 supporting design calculations to the Engineer for approval in accordance with Section 14 6-01.9. The submittal shall include, but not be limited to, the following: 15 16 1. Description of the material used for the laaaina, including identification of 17 applicable material specifications. 18 19 2. Installation method and sequence. 20 21 3. If the lagging material is to be removed during or after installation of the 22 permanent fascia, a description of how the lagging is removed without 23 disturbing or damaging the fascia, soldier piles, and retained soil, and a 24 description of how, and with what material, the void left by the removal of 25 lagging is to be filled. 26 27 4. For all cases, except with timber for temporary lagging, a description with 28 appropriate details of how subsurface drainage is to be accommodated, either 29 in accordance with Section 6-16.3(7) for timber lagging, Section 6-15.3(7) for „ 30 shotcrete facing, or other means appropriate for the geotechnical site 31 conditions and approved by the Engineer for other lagging materials. Lagging 32 materials and lagging installation methods that cause the build-up of, and 33 prevent the relief of, pore water pressure will not be allowed. Free draining 34 materials are defined as those materials that exhibit a greater permeability 35 than the material being retained. 36 37 Temporary lagging may be untreated timber conforming to the Section 9-09.2 38 requirements specified under Structures for timber lagging, or another material selected 39 by the Contractor. 40 41 Timber for temporary lagging shall conform to the minimum actual thickness specified in 42 the table below for the soil type, exposed wall height, and lagging clear span as shown wl 43 in the Plans. 44 Minimum Actual Thickness of Timber Used As Temporary Lagg in Soil Type 1 1 2 2 3 3 3 Exposed 25 and Over 25 and Over 15 Over Over Wall Height under 25 to under 25 to and 15 to 25 feet 60 60 under 25 Clear Span Minimum Actual Thickness of Rough Cut Timber Lagging Of Lagging (inches) (3) feet 5 2 3 3 3 3 3 4 "W 6 3 3 3 3 3 4 5 7 3 3 3 4 4 5 6 8 3 4 4 4 5 6 +�+ 9 4 4 4 5 10 4 5 5 5 1 2 Soil Type as defined in Section 6-16.3(6)A 3 4 (2) For exposed wall heights exceeding the limits in the table above, or where aw 5 minimum rough cut lagging thickness is not provided, the Contractor shall 6 design the lagging in accordance with the latest AASHTO LRFD Bridge Design 7 Specifications with current interim specifications. 8 "" 9 (3) Table modified from FHWA document "Lateral Support Systems and 10 Underpinning" (Report No. FHWA-RD-75-130) 11 "' 12 Notwithstanding the requirements of Section 1-06.1, steel materials used by the 13 Contractor as temporary lagging may be used (second hand) provided that the use of 14 such used (second hand) steel materials shall be subject to visual inspection and *W 15 approval by the Engineer. For used (second hand) steel materials where the grade of 16 steel cannot be positively identified, the design stresses for the steel shall conform to 17 the Section 6-02.3(17)B requirements for salvaged steel, regardless of whether rivets 18 are present or not. 19 20 6-16.3(6)C Permanent Lagging 21 Permanent lagging, including timber, shall be as shown in the Plans. The use of the 22 table in Section 6-16.3(6)B for the design of timber lagging for permanent lagging will 23 not be allowed. 24 OW 25 6-16.3(6)D Installing Lagging and Permanent Ground Anchors 26 The excavation and removal of CDF and pumpable lean concrete for the lagging 27 installation shall proceed in advance of the lagging, and shall not begin until the CDF OW 28 and pumpable lean concrete are of sufficient strength that the material remains in place 29 during excavation and lagging installation. If the CDF or pumpable lean concrete 30 separates from the soldier pile, or caves or spalls from around the soldier pile, the 31 Contractor shall discontinue excavation and lagging installation operations until the CDF 32 and pumpable lean concrete is completely set. The bottom of the excavation in front of 33 the wall shall be level. Excavation shall conform to Section 2-03. .�. 34 35 For walls without permanent ground anchors, the bottom of excavation shall not be 36 more than three feet below the bottom level of the lagging already installed, but in no 37 case shall the depth of excavation beneath the bottom level of installed lagging be such 38 to cause instability of the excavated face. For walls with permanent ground anchors, 39 the bottom of excavation shall be not more than three feet below the permanent ground 40 anchor level until all permanent ground anchors at that level are installed and stressed, 41 but in no case shall the depth of excavation beneath the permanent ground anchor level 42 be such to cause instability of the excavated face. Any caving that occurs during 43 excavation shall be backfilled with free draining material as approved by the Engineer. 44 45 Installing, stressing, and testing the permanent ground anchors shall be in accordance 46 with Section 6-17 and the construction sequence specified in the Plans. r 47 «W 1 The lagging shall be installed from the top of the soldier pile proceeding downward. The 2 lagging shall make direct contact with the soil. When and where lagging is not in full 3 contact with the soil being retained, either the lagging shall be wedged back to create 4 contact or the void shall be filled with a free draining material as approved by the 5 Engineer. 6 7 When utilizing lagging in fill situations, the backfill layers shall be placed in accordance 8 with Section 2-03.3(14) except that all layers shall be compacted to 90 percent of 9 maximum density. 10 11 6-16.4 Measurement 12 The third paragraph is revised to read: 13 wir 14 Lagging will be measured by the square foot area of lagging installed. The quantity will 15 be computed based on the vertical dimension from the highest lagging elevation to the is lowest landing elevation between each nnir of arlinn .nt snirli .r nil-$ as the heinht 17 dimension, and the center-to-center spacing of the soldier piles as the length dimension. 18 19 6-16.5 Payment 20 The third bid item and the following paragraph is revised to read: 21 22 "Lagging", per square foot. ft 23 24 All costs in connection with furnishing and installing lagging shall be included in the unit 25 contract price per square foot for "Lagging", including design of temporary lagging, and 26 filling voids behind the lagging with a free draining material as approved by the 27 Engineer. 28 29 SECTION 6-17, PERMANENT GROUND ANCHORS +W 30 January 7, 2008 31 6-17.3(8)B Performance Testing 32 The fourth sentence in the fourth paragraph is revised to read: 33 34 If the load hold is extended, the anchor movement shall be recorded at 20 minutes, 30, 35 40, 50, and 60 minutes. 36 37 6-17.3(8)C Proof Testing 16 38 The fourth sentence in the second paragraph is revised to read: 39 40 If the load hold is extended, the anchor movements shall be recorded at 20 minutes, 30, 41 40, 50, and 60 minutes. 42 43 SECTION 8-01, EROSION CONTROL AND WATER POLLUTION CONTROL 44 April 7, 2008 45 8-01.3(1) General 46 The ninth paragraph is revised to read: " 47 48 If the Engineer, under Section 1-08.6, orders the Work suspended, the Contractor shall 49 continue to control erosion, pollution, and runoff during the shutdown. +fir 2 8-01.3(1)C Water Management 3 Item 2. "Process Water' is supplemented with the following new first paragraph: 4 5 High pH process water or wastewater (non-stormwater) that is generated on-site, 6 including water generated during concrete grinding, rubblizing, washout, and ,.. 7 hydrodemolition activities, shall not be discharged to waters of the state. Water may be 8 infiltrated upon the approval of the Engineer. Off-site disposal of concrete process 9 water shall be in accordance with Standard Specification 5-01.3(11). 10 11 8-01.3(6)D Wattle Check Dam 12 The reference to Section 8-01.3(10) is revised to Section 9-14.5(5). 13 14 8-01.3(12) Compost Sock 15 The last paragraph is deleted. 41-1 #I i u 17 8-01.3(13) Temporary Curb 18 The first paragraph is revised to read: v„ 19 20 Temporary curbs may consist of asphalt, concrete, sand bags, compost socks, wattles, 21 or geotextile/plastic encased berms of sand or gravel, or as approved by the Engineer. Opp 22 23 SECTION 8-02, ROADSIDE RESTORATION 24 April 7, 2008 25 8-02.3(3) Planting Area Weed Control 26 The second paragraph is deleted. 27 28 This section is supplemented with the following: 29 30 Weed barrier mats shall be installed as shown in the Plans. Mats shall be 3-feet square 31 and shall be secured by a minimum of 5 staples per mat. Mats and staples shall be 32 installed according to the manufacturer's recommendations. 33 34 SECTION 8-04, CURBS, GUTTERS, AND SPILLWAYS 35 January 7, 2008 36 8-04.5 Payment 37 The bid items "Roundabout Truck Apron Inner Cement Conc. Curb" and "Roundabout Truck 38 Apron Outer Cem. Conc. Curb and Gutter" are revised to read: 39 40 "Roundabout Central Island Cement Concrete Curb", per linear foot. 41 "Roundabout Truck Apron Cem. Conc. Curb and Gutter', per linear foot. ,r 42 43 This section is supplemented with the following new bid item: 44 45 "Roundabout Truck Apron Cement Concrete Curb", per linear foot. 46 .. 1 SECTION 8-12, CHAIN LINK FENCES AND WIRE FENCE 2 January 7, 2008 3 8-12.3(1)A Posts 4 All references to "Type 3 fence" in the second and third paragraphs are revised to read "Type 5 3 and Type 4 fences". 6 7 The first sentence in the eighth paragraph is revised to read: 8 9 Gate and pull posts shall be braced to the adjacent brace, end, or corner post(s) in the 10 manner shown in the Standard Plans. 11 12 The tenth paragraph is revised to read: rr 13 14 All posts for chain link fence Types 1 and 6 shall be fitted with an approved top cap 15 designed 1n fit eat-iireki nxier the post to support the ton rail. All round nr%cfe fr%r Choin �1 11 16 link fence Types 3 and 4 shall have approved top caps fastened securely to the posts. 17 The base of the top cap fitting for round posts shall feature an apron around the outside 18 of the posts. 19 20 8-12.3(1)C Tension Wire 21 This section including title is revised to read: 22 23 8-12.3(1)C Tension Wire and Tension Cable 24 Tension Wires shall be attached to the posts as detailed in the Standard Plans or as 25 approved by the Engineer. 26 27 Tension Cables shall be installed in accordance with Section 8-25.3(5). 28 ` 29 8-12.3(1)D Chain Link Fabric 30 The following new paragraph is inserted in front of the first paragraph: rr 31 32 Attach the chain link fabric after the cables and wires have been properly tensioned 33 and/or the top rail has been installed. 34 ` 35 The third and fourth sentences in the third paragraph are revised to read: 36 37 Fastening to posts shall be with tie wire, metal bands, or other approved method 38 attached at 14-inch intervals. The top and bottom edge of the fabric shall be fastened 39 with tie wires to the top rail, and with hog rings to the tension cable or top and bottom 40 tension wires as may be applicable, spaced at 24-inch intervals. 41 42 SECTION 8-15, RIPRAP 43 April 7, 2008 44 8-15.3(1) Excavation for Riprap 45 The second sentence of the first paragraph is revised to read: rir 46 47 Excavation below the level of the intersection of the slope to be protected and the 48 adjacent original ground or the channel floor or slope shall be classified, measured, and V 49 paid for as channel excavation or ditch excavation in accordance with Section 2-03. V0 +wwr 1 2 8-15.4 Measurement 3 The following new paragraph is inserted to follow the fifth paragraph. �"' 4 56 Channel excavation will be measured by the cubic yard as specified in Section 2-03. oI 7 The sixth paragraph is revised to read: 8 9 Ditch excavation will be measured by the cubic yard as specified in Section 2-03. owl 10 11 The reference to Section 2-10 in the seventh paragraph is revised to Section 2-03. 12 13 8-15.5 Payment 14 The bid item "Filter Blanket" is supplemented with the following: 15 16 The I Ini4 nrinn fnr "Mifer RIpinLe}" oholl hn f1111 nnvm�n� f..r II nne+�n 'n.a lrr..r1 top Iv 111v —" V11— IVI 1 IILlJ ✓1GIIl�li� JIIG11 1JCi 1611 VG4y1116111 IVI all Cos IJ II Icu lGU to pGl IVI111 '� 187 the work in Section 8-15.3(7). 19 This section is supplemented with the following: °'"' 20 21 "Channel Excavation", per cubic yard. 22 "Channel Excavation Incl. Haul", per cubic yard. 23 "Ditch Excavation Incl. Haul", per cubic yard. 24 Payment for "Channel Excavation", "Channel Excavation Incl. Haul", "Ditch Excavation" 25 and "Ditch Excavation Incl. Haul' is described in Section 2-03.5. 26 27 SECTION 8-20, ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND 28 ELECTRICAL 29 April 7, 2008 30 8-20.3(4) Foundations Aw 31 The fifth paragraph is revised to read: 32 33 Where soil conditions are poor, the Engineer may order the Contractor to extend the 40 34 foundations shown in the Plans to provide additional depth. Such additional Work will 35 be paid for according to Section 1-04.4. 36 37 SECTION 8-21, PERMANENT SIGNING 38 April 7, 2008 39 8-21.3(9)F Bases " 40 This section including title is revised to read: 41 42 8-21.3(9)F Foundations 43 The excavation and backfill shall be in conformance with the requirements of Section 2- 44 09.3(1)E. Where obstructions prevent construction of planned foundations, the 45 Contractor shall construct an effective foundation satisfactory to the Engineer. 46 47 The bottom of concrete foundations shall rest on firm ground. If the portion of the 48 foundation beneath the existing ground line is formed or cased instead of being cast aw 49 against the existing soil forming the sides of the excavation, then all gaps between the Ir.. 1 existing soil and the completed foundation shall be backfilled and compacted in 2 accordance with Section 2-09.3(1)E. 3 4 Foundations shall be cast in one operation where practicable. The exposed portions 5 shall be formed to present a neat appearance. Class 2 surface finish shall be applied to 6 exposed surfaces of concrete in accordance with the requirements of Section 6- 7 02.3(14)B. 8 9 Where soil conditions are poor, the Engineer may order the Contractor to extend the 10 foundations shown in the Plans to provide additional depth. Such additional work will be 11 paid for according to Section 1-04.4. 12 13 Forms shall be true to line and grade. Tops of foundations for roadside sign structures 14 shall be finished to ground line, unless otherwise shown in the Plans or directed by the 15 Engineer. Tops of foundations for sign bridges and cantilever sign structures shall be 16 finished to the elevation shown in the Plans. 17 18 Both forms and ground which will be in contact with the concrete shall be thoroughly 19 moistened before placing concrete; however, excess water in the foundation excavation 20 will not be permitted. Forms shall not be removed until the concrete has set at least 21 three days. All forms shall be removed, except when the Plans or Special Provisions 22 specifically allow or require the forms or casing to remain. 23 24 Foundation concrete shall conform to the requirements for the specified class, be cast- 25 in-place concrete and be constructed in accordance with Section 6-02.2 and 6-02.3. 26 27 Sign structures shall not be erected on concrete foundations until foundations have 28 attained a compressive strength of 2,400 psi. 29 30 In addition to the basic requirements, sign bridges and cantilever sign structures shall 31 be installed in accordance with the following: 32 33 1. Tops of foundations for sign bridges and cantilever sign structures shall be 34 finished to the elevation shown in the Plans. 35 36 2. Steel reinforcing bars shall conform to Section 9-07. 37 38 3. Concrete shall be Class 4000, except as otherwise specified. Where water is 39 present in the shaft excavations for Type 1 foundations for sign bridges and 40 cantilever sign structures, the shaft concrete shall be Class 4000P placed in 41 accordance with Section 6-02.3(6)B. 42 ' 43 4. All bolts and anchor bolts shall be installed so that two class full threads extend 44 beyond the top of the top heavy-hex nut. Anchor bolts shall be installed plumb, 45 plus or minus 1 degree. 46 47 5. Plumbing of sign bridges and cantilever sign structures shall be accomplished 48 by adjusting leveling nuts. Shims or other similar devices for plumbing or 49 raking will not be permitted. 50 51 6. The top heavy-hex nuts of sign bridges and cantilever sign structures shall be 52 tightened in accordance with Section 6-03.3(33), and by the Turn-Of-Nut 1 Method to a minimum rotation of 1/4 turn and a maximum of 1/3 turn past snug 2 tight. Permanent marks shall be set on the base plate and nuts to indicate nut 3 rotation past snug tight. 4 5 In addition to the basic requirements, roadside sign structures shall be installed in 6 accordance with the following: owl 7 8 1. Tops of foundations shall be finished to final ground line, unless otherwise 9 shown in the Plans or staked by the Engineer. ,g„ 10 11 2. Spiral reinforcing shall conform to AASHTO M32. All other steel reinforcement 12 shall conform to the requirements of Section 9-07. 13 "w 14 3. Concrete shall be Class 3000. 15 16 4. The assembly and installation of all Tvpe TP —A or B bases for roadside sign shall 17 structures be supervised at all times by either a manufacturer's 18 representative or an installer who has been trained and certified by the 19 manufacturer of the system. If the supervision is provided by a trained .� 20 installer, a copy of the installer certification shall be provided to the Engineer 21 prior to installation. 22 23 5. For all Type—A or B bases the Contractor shall attach four female anchors to a 24 flat rigid template following the manufacturer's recommendations. The 25 Contractor shall lower the anchor assembly into fresh concrete foundation and 26 vibrate into position such that the tops of the anchor washers are flush with the 27 finished top surface of the foundation. The Contractor shall support the 28 template such that all anchors are level and in their proper position. 29 30 Slip base and hinge connection nuts of roadside sign structures shall be tightened using 31 a torque wrench to the torque, and following the procedure, specified in the Standard 32 Plans. 'w 33 34 8-21.3(10) Vacant 35 This section is revised to read: 40 36 37 8-21.3(10) Sign Attachment or 38 Sign panels consisting of sheet aluminum or fiberglass reinforced plastic shall be 39 attached or mounted to sign posts or sign structures as shown in the Standard Plans. 40 41 Signs not conforming to the above, including all variable message sign (VMS) No 42 assemblies and other message board type assemblies, shall be attached or mounted to 43 sign posts or sign structures by means of positive connections - defined as through- 44 bolted connections. The use of clips or clamps to accomplish the attachment or OW 45 mounting of such signs and assemblies is prohibited. 46 47 8-21.3(12) Steel Sign Posts AV 48 This section is revised to read: 49 50 For roadside sign structures on Type — A or B bases, the Contractor shall use the 51 following procedures and manufacturer's recommendations: w. 52 +4r vim 1 1. The couplings, special bolts, bracket bolts, and hinge connection nuts on all 2 Type — A or B bases shall be tightened using the Turn-Of-Nut Tightening 3 Method to a maximum rotation of 1/2 turn past snug tight. 4 5 2. The Contractor shall shim as necessary to plumb the steel sign posts. 6 7 For roadside sign structures on all Type PL and SB slip bases, the Contractor shall use 8 the following procedures: 9 10 1. The Contractor shall assemble the steel sign post to stub post with bolts and err 11 flat washers as shown in the Standard Plans. 12 13 2. Each bolt be tightened using a torque wrench to the torque, and following the 14 procedures specified in the Standard Plans. 15 16 SECTInH A-25 ri ARE SCREEN 17 January 7, 2008 18 8-25.3(1) Glare Screen Fabric 19 The second sentence in the second paragraph is revised to read: 20 21 Fastening to end, corner, and pull posts shall be with stretcher bars and fabric bands 22 spaced at 1-foot intervals. 23 24 The fourth sentence in the second paragraph is revised to read: 25 " 26 Fabric shall be securely fastened to line and brace posts with tie wires, metal bands, or 27 other approved methods, attached at 14-inch intervals. 28 40 29 8-25.3(5) Tension Cables 30 The following new paragraph is inserted in front of the first paragraph: 31 to 32 Fasten the tension cables after the posts have been installed and those set in concrete 33 have sufficiently cured. 34 up 35 The second sentence in the second paragraph is revised to read: 36 37 The top of the pull posts shall be braced diagonally to the bottom of the end, corner, or 38 brace posts with a short length of cable as shown in the Standard Plans. 39 40 This section is supplemented with the following: 11 41 42 Attach U-bolt wire rope clips to the cable ends by placing the base (saddle) of the clip 43 against the live end of the cable, while the "U" of the bolt presses against the dead end. 44 Two clips shall be used per end, spaced a minimum of six cable diameters apart with a 45 wire rope thimble placed securely in the loop eye to prevent kinking. 46 47 8-25.3(6) Fittings, Attachments and Hardware 48 The first paragraph is deleted. 49 50 The second paragraph is revised to read: 2 A galvanized iron strap 1/4-inch in thickness by 2-inches in width, formed as shown in 3 the Standard Plans, shall be provided for the attachment of eye bolts and eye nuts to 4 the base and top of the H column posts in order to take the strain of the cable tension 5 off the web of the H column. The straps are required between any tension cable fitting 6 and the H column, one per side, unless the screen post is mounted to a guardrail post, ,r„ 7 then a strap is only required on the outside (nut side) face. The straps are only required 8 at tension cable attachment locations. 9 10 SECTION 9-04, JOINT AND CRACK SEALING MATERIALS 11 January 7, 2008 12 9-04.1(2) Premolded Joint Filler for Expansion Joints 13 This section is revised to read: 14 15 —n[A j^vin, Eller — ::Se ,n expans:on (through) j-0s shall conform - ether ' 16 AASHTO M 213 Specifications for "Preformed Expansion Joint Fillers for Concrete 17 Paving and Structural Construction" except the requirement for water absorption is 18 deleted, or ASTM D 7174 Specifications for "Preformed Closed-Cell Polyolefin 19 Expansion Joint Fillers for Concrete Paving and Structural Construction." 20 21 SECTION 9-06, STRUCTURAL STEEL AND RELATED MATERIALS 22 April 7, 2008 23 9-06.5(3) High Strength Bolts *■► 24 Paragraphs one through four are revised to read as follows: 25 26 High-strength bolts for structural steel joints shall conform to either AASHTO M 164 we 27 Type 1 or 3, or AASHTO M 253 Type 1 or 3, as specified in the Plans or Special 28 Provisions. 29 ,N 30 Galvanized AASHTO M 164 Type 1 bolts with an ultimate tensile strength above 145 ksi 31 shall be tested for embrittlement. Embrittlement testing shall be conducted after 32 galvanization in accordance with ASTM F 606, Section 7. The Manufacturer's 33 Certificate of Compliance for the lot provided shall show the ultimate tensile strength 34 test results. 35 36 Bolts conforming to AASHTO M 253 shall not be galvanized. AASHTO M 253 Type 1 37 bolts shall be painted with two coats of zinc rich paint, formula A-9-73, consisting of a 38 minimum dry film thickness of 2 mils per coat, when specified in the Plans or Special 39 Provisions. +* 40 41 Bolts for unpainted and nongalvanized structures shall conform to either AASHTO M 42 164 Type 3 or AASHTO M 253 Type 3, as specified in the Plans or Special Provisions. 43 44 Nuts for high strength bolts shall meet the following requirements: 45 46 AASHTO M 164 Bolts 47 Black Type 1 AASHTO M 291 Grade C, C3, DH and DH3 48 AASHTO M 292 Grade 2H low 49 Black weathering Type 3 AASHTO M 291 Grade C3 and DH3 50 Galvanized Type 1 AASHTO M 291 Grade DH 1 AASHTO M 292 Grade 2H 2 3 AASHTO M 253 Bolts 4 Black Type 1 AASHTO M 291 Grade DH, DH3 5 AASHTO M 292 Grade 2H 6 Black weathering Type 3 AASHTO M 291 Grade DI-13 7 rr+ 8 9-06.13 Copper Seals 9 This section including title is revised to read: 10 +rr 11 9-06.13 Vacant 12 13 SECTION 9-09, TIMBER AND LUMBER 14 January 7, 2008 IJ 9 V9.1 VCIICI al RClil111 GIIIGIILj 16 This section is revised to read: 17 18 All timber and lumber shall be sized as indicated in the Plans. 19 20 All timber and lumber to be painted shall be surfaced on all sides. All timber and lumber 21 to be painted shall be thoroughly air or kiln dried to an equilibrium moisture content and 22 shall be stored in such a manner as to remain in a thoroughly dry condition until placed 23 into the work. 24 25 9-09.2 Grade Requirements ' 26 This section is revised to read: 27 28 Timber and lumber shall conform to the grades and usage listed below. 29 30 Timber and lumber shall be marked with a certified lumber grade stamp provided by one 31 of the following agencies: rrr� 32 33 West Coast Lumber Inspection Bureau (WCLIB) 34 Western Wood Products Association (WWPA) ,, 35 Pacific Lumber Inspection Bureau (PLIB) 36 Any lumber grading bureau certified by the American Lumber Standards Committee 37 38 For structures, all material delivered to the project shall bear a grade stamp and have a 39 grading certificate. The grade stamp and grading certificate will not constitute final 40 acceptance of the material. The Engineer may reject any or all of the timber or lumber 41 that does not comply with the specifications or has been damaged during shipping or 42 upon delivery. The grading certificate shall be issued by either the grading bureau 43 whose stamp is shown on the material, or by the lumber mill, which shall be under the 44 supervision of one of the grading bureaus listed above. The certificate shall include the 45 following: 46 47 Name of the mill performing the grading rrr` 48 The grading rules being used 49 Name of the person doing the grading with current certification 50 Signature of a responsible mill official 51 Date the lumber was graded at the mill wiw Grade, dimensions, and quantity of the timber or lumber 2 3 For Guardrail Posts and Blocks, Sign Posts, Mileposts, Sawed Fence Posts, and Val 4 Mailbox Posts, the material delivered to the project shall either bear a grade stamp on 5 each piece or have a grading certificate as defined above. The grade stamp or grading 6 certificate shall not constitute final acceptance of the material. The Engineer may reject �Wl 7 any or all of the timber or lumber that does not comply with the specifications or has 8 been damaged during shipping or upon delivery. 9 001 10 9-09.2(1) Surfacing and Seasoning 11 This section including title is revised to read: 12 No, 13 9-09.2(1) Structures 14 All timber and lumber for structures shall be Douglas Fir-Larch unless specified 15 otherwise in the contract, and shall conform to the following: 16 l Materials 2"to 4" nominal No. 1 and better, grade thick, 5" nominal and wider (Section 123-b of WCLIB)or err (Structural Joists and Planks) (Section 62.11 of WWPA) Materials 5" nominal and thicker No. 1 and better, grade (Beams and Stringers) (Section 130-b of WCLIB)or Ow (Section 70.11 of WWPA) 17 18 Timber lagging for soldier pile walls shall be Douglas Fir-Larch, grade No. 2 or better or 19 Hem-Fir No. 1. 20 21 When the material is delivered to the project, the Engineer will check the order for the 22 appropriate grade stamp. The invoice and grading certificate accompanying the order 23 must be accurate and complete with the information listed above. The grading certificate 24 and grade markings shall not constitute final acceptance of the material. The Engineer 25 may reject any or all of the timber or lumber that does not comply with the specifications 26 or has been damaged during shipping or upon delivery. 27 28 9-09.2(2) Vacant 29 This section including title is revised to read: 30 31 9-09.2(2) Guardrail Posts and Blocks 32 Timber and lumber for guardrail posts and blocks (classified as Posts and Timbers) shall 33 conform to the species and grades listed below. 34 aw Douglas Fir No. 1 and better, grade (Section 131-b WCLIB) or(Section 80.11 WWPA) or Hem Fir Select Structural, grade (Section 131-a WCLIB) or(Section 80.10 WWPA) Aw Southern Yellow Pine No. 1 and better, grade (Southern Pine Inspection Bureau) 35 36 When the material is delivered to the project, the Engineer will check the order for the 37 appropriate grade stamp. The grade markings shall not constitute final acceptance of 1 the material. The Engineer may reject any or all of the timber or lumber that does not to 2 comply with the specifications or has been damaged during shipping or upon delivery. 3 4 9-09.2(3) Inspection 5 This section including title is revised to read: 6 7 9-09.2(3) Sign Posts, Mileposts, Sawed Fence Posts, and Mailbox Posts 8 The allowable species of timber and lumber for signposts, and mileposts shall be 9 Douglas Fir-Larch or Hem Fir. Timber and lumber for sawed fence posts and mailbox 10 posts shall be Western Red Cedar, Douglas Fir-Larch, or Hem Fir. 11 12 Sign posts, mileposts, sawed fence posts, and mailbox posts shall conform to the 13 grades shown below. rwi 14 4" X 4" Construction grade (Light Framing, Section 122-b VVCUB) of(Section 40.1 1 VVVVP-A) 4" X 6" No. 1 and better, grade (Structural Joists and Planks, Section 123-b WCLIB) or(Section 62.11 WWPA) 6" X 6", 6" X 8", 8" X 10" No. 1 and better, grade(Posts and Timbers, Section 131-b WCLIB)or(Section 80.11 WWPA) 6" X 10", 6" X 12" No. 1 and better, grade (Beams and Stringers, Section 130-b WCLIB)or(Section 70.11 WWPA) 15 16 17 SECTION 9-14, EROSION CONTROL AND ROADSIDE PLANTING 18 April 7, 2008 19 9-14.4(8) Compost 20 This section is revised to read: 21 22 Compost products shall be the result of the biological degradation and transformation of 23 plant-derived materials under controlled conditions designed to promote aerobic 24 decomposition. Compost shall be stable with regard to oxygen consumption and carbon 25 dioxide generation. Compost shall be mature with regard to its suitability for serving as 26 a soil amendment or an erosion control BMP as defined below. The compost shall have 27 a moisture content that has no visible free water or dust produced when handling the 28 material. 29 30 Compost production and quality shall comply with Chapter 173-350 WAC. 31 32 Compost products shall meet the following physical criteria: 33 34 1. Compost material shall be tested in accordance with U.S. Composting Council 35 Testing Methods for the Examination of Compost and Composting (TMECC) 36 02.02-13, "Sample Sieving for Aggregate Size Classification". 37 ► 38 Fine Compost shall meet the following: 39 40 Min. Max. 41 Percent passing 2" 100% 1 Percent passing 1" 95% 100% 2 Percent passing 5/8" 90% 100% 3 Percent passing 1/4" 75% 100% 4 Maximum particle length of 6 inches 5 6 Coarse Compost shall meet the following: 7 8 Min. Max. 9 Percent passing 3" 100% 10 Percent passing 1" 90% 100% 11 Percent passing 3/4" 70% 100% 12 Percent passing '/" 40% 60% 13 Maximum particle length of 6 inches �. 14 15 2. The pH shall be between 6.0 and 8.5 when tested in accordance with U.S. 1,6 CoMnn-,tinn C.oLncil TMECC 04.11=A, "1;5 Clirni nl-I 4W 17 18 3. Manufactured inert material (plastic, concrete, ceramics, metal, etc.) shall be 19 less than 1.0 percent by weight as determined by U.S. Composting Council 20 TMECC 03.08-A"Classification of Inerts by Sieve Size". 21 22 4. Minimum organic matter shall be 40 percent by dry weight basis as determined 23 by U.S. Composting Council TMECC 05.07A"Loss-On-Ignition Organic Matter 24 Method (1-01)". 25 o„ 26 5. Soluble salt contents shall be less than 4.0 mmhos/cm when tested in 27 accordance with U.S. Composting Council TMECC 04.10 "Electrical 28 Conductivity". 29 30 6. Maturity shall be greater than 80% in accordance with U.S. Composting 31 Council TMECC 05.05-A, "Germination and Root Elongation". 32 33 7. Stability shall be 7 mg CO2—C/g OM/day or below in accordance with U.S. 34 Composting Council TMECC 05.08-B "Carbon Dioxide Evolution Rate". 35 IW 36 8. The compost product must originate a minimum of 65 percent by volume from 37 recycled plant waste as defined in WAC 173-350 as "Type 1 Feedstocks." A 38 maximum of 35 percent by volume of "Type 2 Feedstocks," source-separated aw 39 food waste, and/or biosolids may be substituted for recycled plant waste. The 40 manufacturer shall provide a list of feedstock sources by percentage in the 41 final compost product. V„ 42 43 9. The Engineer may also evaluate compost for maturity using U.S. Composting 44 Council TMECC 05.08-E "Solvita® Maturity Index". Fine Compost shall score W 45 a number 6 or above on the Solvita® Compost Maturity Test. Coarse Compost 46 shall score a 5 or above on the Solvita®Compost Maturity Test. 47 48 This section is supplemented with the following new sub-sections: "�` 49 50 9-14.4(8)A Compost Approval 51 The Contractor shall either select a compost manufacturer from the Qualified Products AV 52 List, or submit the following information to the Engineer for approval: 4W 1 2 1. A Request for Approval of Material Source. 3 4 2. A copy of the Solid Waste Handling Permit issued to the manufacturer by the 5 Jurisdictional Health Department as per WAC 173-350 (Minimum Functional 6 Standards for Solid Waste Handling). 7 ' ► 8 3. The manufacturer shall verify in writing, and provide lab analyses that the 9 material complies with the processes, testing, and standards specified in WAC 10 173-350 and these specifications. An independent Seal of Testing Assurance 11 (STA) Program certified laboratory shall perform the analysis. 12 13 4. A copy of the manufacturer's Seal of Testing Assurance STA certification as 14 issued by the U.S. Composting Council. 15 16 AAA AMIR (_nmnnct Arrantance 17 Seven days prior to initial application of any compost the Contractor shall submit a ` 18 compost sample, a STA test report dated within 90 calendar days, and the list of 19 feedstocks by volume for each compost type to the Engineer for review. 20 4W 21 The Contractor shall use only compost that has been tested within 90 calendar days of 22 application and meets the requirements in section 9-14.4(8). Compost not conforming 23 to the above requirements or taken from a source other than those tested and accepted ' 24 shall be immediately removed from the project and replaced at no cost to the 25 Contracting Agency. 26 ► 27 SECTION 9-16, FENCE AND GUARDRAIL 28 January 7, 2008 29 9-16.1(1)A Post Material for Chain Link Fence 30 The first paragraph is supplemented with the following: 31r 32 0 Round Post Material 33 Round post material shall be Grade 1 or 2. 34 35 0 Roll Form Material 36 Roll-formed post material shall be Grade 1. 37 Roll-formed end, corner, and pull posts shall have integral fastening loops to 38 connect to the fabric for the full length of each post. Top rails and brace rails shall 39 be open rectangular sections with internal flanges as shown in ASTM F1043. 40 41 The Round Post Material and Roll Form Material information following the third paragraph 42 is deleted. 43 44 9-16.1(1)B Chain Link Fence Fabric ► 45 The first paragraph is revised to read: 46 47 Chain link fabric shall consist of 11 gage wire for chain link fence Types 3, 4, and 6, and 48 9 gage wire for chain link fence Type 1. The fabric shall be zinc-coated steel wire 49 conforming to AASHTO M 181, Class C. Zinc 5-percent Aluminum-Mischmetal alloy 50 meeting the requirements of ASTM B 750 may be substituted for zinc coating (hot- 51 dipped) at the application rate specified by ASSHTO M 181 for hot-dip zinc coating. 9+w 1 Coating for chain link fence fabric shall meet the requirements of ASTM A 817 with 2 minimum weight of coating of uncoated wire surface 1.0 oz/sq ft (305 g/m2). 3 4 9-16.1(1)C Tension Wire 5 This section including title is revised to read: 6 7 9-16.1(1)C Tension Wire and Tension Cable 8 Tension wire shall meet the requirements of AASHTO M 181. Tension wire galvanizing 9 shall be Class 1. 10 11 Tension cable shall meet the requirements of Section 9-16.6(5). 12 Ow 13 9-16.1(1)D Fittings and Hardware 14 This section is supplemented with the following: 15 I C. �ohrin h�nifo nni! ofro}nl.or hero oL�oll mccf+Kc rcne dromcnfc of Qp, • inn Q-1 P C'./Q\ 1 V 1 UVI IV AJUI IUJ GI IG Jll VlV11V1 IJGI J JI IG11 IIIVVI 111V 1 VMU11 VIIIVI ICJ VI VVVtI VI l V "W 17 18 Thimbles, wire rope clips, anchor shackles, and seizing shall meet the requirements of 19 Section 9-16.6(6). tw 20 21 9-16.1(1)E Chain Link Gates 22 The first sentence in the first paragraph is revised to read: lot 23 24 Gate frames shall be constructed of not less that 1 1/2-inch (I.D.) galvanized pipe 25 conforming to AASHTO M 181 Type I, Grade 1 or 2 as specified in Section 9-16.1(1)A. w. 26 27 The fourth sentence in the first paragraph is revised to read: 28 iW 29 All welds shall be ground smooth and painted with an A-9-73 galvanizing repair paint or 30 A-11-99 primer meeting the requirements of Section 9-08.2. 31 aw 32 9-16.2(1)A Steel Post Material 33 The reference to "hot dip galvanized" in the first sentence in the second paragraph is revised 34 to "galvanized". 35 'V 36 The first sentence in the third paragraph is revised to read: 37 38 Posts shall not be less than 7-feet in length. Aw 39 40 9-16.3(2) Posts and Blocks 41 The first sentence in the second paragraph is revised to read: 42 43 Timber posts and blocks shall conform to the grade specified in Section 9-09.2(2). 44 45 9-16.3(3) Galvanizing 46 The first sentence in the first paragraph is revised to read: 47 48 W-beam or thrie beam rail elements and terminal sections shall be galvanized in 49 accordance with AASHTO M-180, Class A, Type 2, except that the rail shall be 50 galvanized after fabrication, with fabrication to include forming, cutting, shearing, 51 punching, drilling, bending, welding, and riveting. 52 wlr 1 9-16.3(4) Hardware 2 This section is revised to read: 3 4 Unfinished Bolts (ordinary machine bolts), nuts, and washers for High Unfinished Bolts, 5 shall conform to 9-06.5(1). High Strength bolts, nuts, and washers for High Strength 6 Bolts shall conform to 9-06.5(3). 7 8 Unfinished bolts will be accepted by field verification and documentation that bolt heads 9 are stamped 307A. The Contractor shall submit a manufacturer's certificate of 10 compliance per 1-06.3 for high strength bolts, nuts, and washers prior to installing any of 11 the hardware. 12 13 9-16.3(5) Anchors 14 The reference to "hot dip galvanized" in the tenth paragraph is revised to"galvanized". 15 16 9-16.4(2) Wire Mach rwM 17 The reference to "hot dip galvanized" in the second sentence in the third paragraph is 18 revised to "galvanized". 19 go 20 9-16.6(2) Glare Screen Fabric 21 The reference to "A 491" in the second sentence in the first paragraph is revised to "ASTM A 22 491". 23 24 9-16.6(3) Posts 25 The first paragraph is revised to read: 26 27 Line posts for Type 1 glare screen shall be 1 1/2-inches by 1 7/8-inches galvanized steel 28 H column with a minimum weight of 2.8 pounds per linear foot. Line posts for Type 2 29 glare screen shall be 1 5/8-inches by 2 1/4-inches galvanized steel H column with a 30 minimum weight of 4.0 pounds per linear foot, or 2-inch inside diameter galvanized steel 31 pipe with a nominal weight of 3.65 pounds per linear foot provided only one type shall 32 be used on any one project. 33 34 The first paragraph is supplemented with the following: 35 36 End, corner, brace, and pull posts for Type 1 Design A shall be 1 1/2-inches by 1 7/8- 37 inches steel H column with a minimum weight of 2.8 pounds per linear foot. 38 39 The first sentence in the second paragraph is revised to read: ` 40 41 End, corner, brace, and pull posts for Type 1 Design B and Type 2 shall be 2-inch inside 42 diameter galvanized steel pipe with nominal weight of 3.65 pounds per linear foot. 43 44 The reference to "hot dip galvanized" in the third sentence in the second paragraph is 45 revised to "galvanized". 46 47 The first two sentences in the fifth paragraph are revised to read: 48r 49 All posts shall be galvanized in accordance with AASHTO M 181, Section 32. The 50 minimum average zinc coating is per square foot of surface area. 51 40 "" 1 9-16.6(5) Cable 2 The reference to "hot dip galvanized" is revised to "galvanized". 3 ag" 4 9-16.6(6) Cable and Tension Wire Attachments 5 The reference to "hot dip galvanized" in the first sentence in the first paragraph is revised to 6 "galvanized". MR 7 8 The third sentence in the first paragraph is deleted. 9 .r 10 9-16.6(9) Fabric Bands and Stretcher Bars 11 The reference to "hot dip galvanized" is revised to "galvanized". 12 �,► 13 9-16.6(10) Tie Wire 14 This section including title is revised to read: 15 Wi1 16 V-1o.ot ivy 11e vvire ana nog Rings 17 Tie wire shall be 9 gage aluminum wire complying with the ASTM B 211 for alloy 1100 18 H14 or 9 gage galvanized wire meeting the requirements of AASHTO M 279. 19 Galvanizing shall be Class 1. .► 20 21 Hog rings shall be 12 gage galvanized steel wire. 22 23 9-16.8(1) Rail and Hardware 24 The word "Composition"following the first paragraph is deleted. 25 26 SECTION 9-19, PRESTRESSED CONCRETE GIRDERS 27 April 7, 2008 28 9-19.1 Aggregates and Proportioning 29 The first paragraph is revised to read: 30 Amp 31 The concrete for prestressed girders shall have the minimum compressive strengths as 32 specified in the Plans.Aggregates used in the mix shall conform to the following: 33 arr 34 Coarse aggregate shall be in accordance with Section 9-03.1(4). 35 36 Fine aggregate shall be in accordance with Section 9-03.1(2), Class 1 or Class r 37 2. 38 39 The manufacturer may revise the grading of the coarse aggregate provided that the 40 concrete mix design is qualified with the modified gradation. An alternative combined " 41 gradation conforming to Section 9-03.1(5) may also be used. 42 43 SECTION 9-29, ILLUMINATION, SIGNAL, ELECTRICAL '" 44 April 7, 2008 45 9-29.6 Light and Signal Standards "" 46 This section is supplemented with the following: 47 ,or �r 1 Materials for steel light and signal standards, and associated anchorage and fastening 016 2 hardware, shall conform to Sections 9-29.6(1), 9-29.6(2) and 9-29.6(5) unless otherwise 3 specified in one of the following documents: 4 +p 5 1. The steel light and signal standard fabricator's pre-approved plan as approved 6 by the Washington State Department of Transportation and as identified in the 7 Special Provisions. .r 8 9 2. The steel light and signal standard fabricator's shop drawing submittal, 10 including supporting design calculations, as submitted in accordance with to 11 Sections 6-01.9 and 8-20.2(1) and the Special Provisions, and as approved by 12 the Engineer. 13 wr ww 4W err 4W V PART V STANDARD PLANS L wr .o. FOG 12 12 ITE x Yard Drain, w/C.xratc I N C O R P O R A T E D imp 12 X 12 YARD BASIN WITH C.Z . GRATE +rrr 112# nr�r ifrr f r r ,rr ON �f ON ON No ir ON �f r 1f t� O. ON f vC L PL : E L t L y 7 �COC•4 O wO d ♦b 6 F?J.. �O�-y••J Z E O O'E x ° C. y O `^ v '.4 g W a WY°Y g Q Q 1"y W 4• •�uac �° w a ;W LL� Q W N r L U L p O 0 me i °`° ° O QOZ H :oa . °C O° O +v o aa o c:O e a a c N C „7 Y C o I 0 4.0 t" E Ic E fi N N YO c O so Y Y E °t 6 L o Op -C 4 Y g L O N P O E L O - s_ 8 ►"o F.° 0" N� . O•-a P uN E� y c Y N <OJ I-Yt IaLO F-• 00 W f O 2 ow fm a° 2 0 „SZ O_ F- N Y Z W e�'�r0 O Q W z y Ld N Y� Z ~ y N a m > O Q \ to Z a a s \ ow i m V r0 d 9x z 1 LL W - a aw z� c $ Ic aw v S a »r n � � O I O M y� O r � � N M W m Z o J G�� 8�� d o 0 c �� fOLLF S 0 p 1'��.�Oy o�i92 ° w 7 Z Z N N Aw `-i an d Y d a b Z 0- O gx oatom w u = rn Q..1, �" i p H ° o W C) W, C ¢w z j? z c¢i ~ to d d � ° m o m t- F �bp � I- Q N a - FQ- c~i� a¢� O < O Zo� w U 0 ¢ < O O Q (n w < LL J wm riJ(99 0 w a _ �O w O a W-F " 0 w w Xm ���~0 ° 3 ZD ~ �Q m>»¢ (D LL Oa 0 O�OwU 0 x <w a �� m¢0 m U°l w ¢. O �w ONYJW U w ¢p 2 z Oa Zw ¢to z J x F (j < 91 W Aw �w �0 J 4 W!-- J c way awn-zw W F ¢� a �wW ZMO wzwv-z ~ i Z2-0 w x5-°W F Pn fn Z QrQ 3$3 -WUY CY W¢ W OW j N <Z< J 6SSE J?n Fw-Ta� Q V G } 9 w- ? to ¢tYY Jm=H _ f0 cz Z w � # m=? o¢¢,� w PO m N -wa ' k ¢0° F�Oww O ZW mwo J 0 J N � UN Oa 4'E HNW OQ� Z w W -' J ¢ KF Uui avi aw ' W U YW Q¢ j 00Z Np = J Ow (L O >o JO w 0LL a. D¢zwm XXm zw vy rn Q rw °WV a J� ¢� ¢ ¢OW Z=5a0 Q ¢w w U` W UZ J U J(J 7�U Otn k Zwm YJ, aU 2 wy amm Z 4 a0 H a ¢wa wa 0� €!. ai ¢ �- wQ 'wQ w ' �� w> w d a OZ w aN °�w J(q K� W v)m0 mm: xw �❑ _¢ a a. z- ad Jp pp 0� F ¢¢Z Fv�¢1-_ m W¢ F� O ws J aF OF w� 0w O 2a ¢ a. tq� a� it Z '- N t7 Q 0 6 1 N C- ir 0 h a O a LL .46 /`7 0 61 =x Z •£ NIW.LZ LUo mC) --- �rr Z F- ` 0 0 W // \ F' U = N / \ N h \ F- w g \ a a bo � .� w s y z2 o 0 cO Z a U � x ¢ QU m W � K m i # .r 6" 3'-0" 6„ A WIDENED CURB wr 18 low 12" FACE OF CURB UUUa n�1�U SLOPE 0.05 FT/FT "' STREET SECTION A CONSTRUCTION JOINTS .. SECTION B—B NORMAL GUTTER GRADE am NOTES: SECTION A-A low 1. 3' TO 5' DRAFT PERMITTED AS NEEDED. 2. WELDING NOT PERMITTED. 3. DIMENSIONS SHALL HAVE ±1/16" TOLERANCE EXCEPT AS NOTED. 4. FOUNDRY NAME SHALL BE EMBOSSED ON TOP OF GRATE. or LETTERING TO BE RECESSED 1/16". 5. SEATING OF GRATE SHALL BE ACCOMPLISHED BY ONE OF THE FOLLOWING: ALTERNATE A SHALL BE 8 PADS, 1 1/2"x 3/4% 1/8" +rr INTEGRALLY CAST WITH THE GRATE. ALTERNATE B SHALL BE A MACHINED SURFACE OUTSIDE A 17" CIRCLE, BOTTOM ONLY (SEE SECTION B—B)_ 6. MATERIALS IN ACCORD WITH DIVISION 9 OF STANDARD SPECIFICATIONS SECTION "METAL FRAME AND GRATE FOR "" CATCH BASIN OR INLETS". 7. MATERIAL USED FOR GRATE SHALL BE DESIGNATED BY EMBOSSING "DI" (DUCT IRON) OR "CFS" (CAST STEEL) NEAR MFR'S NAME. im 7. SEE DWG. NAME BR-32 FOR FRAME AND GRATE DETAIL. SURFACE WATER UTILITY GRATE IS OLYMPIC FOUNDRY #SM50G, #SM50GL, OPEN CURB FACE #SM50SL, OR EQUAL. FRAME IS OLYMPIC FOUNDRY #SM50 OR EQUAL. FRAME & GRATE INSTALLATION DETAIL `rte GtiTY p� ADOPTED CITY OF RENTON STANDARD PLANS / LST DATE: L 4 tirr t` DATE REVISION BY [APPR-DI DWG. NAME: BR-30 SP PAGE: 8017 ow 4w Aw A ON O O � U B B o 18" 28" a O 4 D 24" ar A -LEVELING PAD (TYP) 30" 18"� -----------------__ �_- II I 24" ---I 4" �- ar SECTION B—B - _20" 14" �— SECTION A—A C 6 APPROXIMATE WEIGHTS ++rr+ I 11 1/2 i FRAME 104 LBS. I I I 8 GRATE 220 LBS. HOOD 71 LBS. I I TOTAL 395 LBS. err 26" I.D. 12-1" DIA. HOLES FOR 3/4" BOLT, WASHER, C 27 1/2" O.D. AND NUT .r SECTION C—C err aw NOTES: 1, GRATE SHALL BE DUCTILE IRON: OLYMPIC FOUNDRY #SM50G, #SM50GL, #SM50SL OR EQUAL. 'w 2. FRAME IS OLYMPIC FOUNDRY #SM52 OR EQUAL. SURFACE WATER UTILITY 3. LEVELING PADS ARE 1/8"x 3/4"x 2 1/4" OPEN CURB FACE FRAME to & GRATE DETAILS GtitY p� ADOPTED CITY OF RENTON STANDARD PLANS LST DATE:444" DATE I REVISION 4BYPPR'DIDWG. NAME: BR-32 SP PAGE: B018 rr wix 23 3/4" O c c FOR SLOT DETAIL SEE STD DETAIL DWG D-7 ar c v ° 17 3/4" � c � vrr > z v7 4w ew FLOW -1 F 2 LEVELING PAD (6 MIN) 1/8"X 3/4"X 2 1/4" r 5' DRAFT err NOTES: law 1. SELF-LOCK VANED GRATE MANFACTURER SUBJECT TO APPROVAL BY ENGINEER. 2. USE WITH TWO LOCKING BOLTS 5/8"-11 NC STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) BOLTS, 2" LONG. NOTE SLOT DETAIL. 3. MATERIAL IS DUCTILE IRON ASTM A536 GRADE 80-55-06. ®w 4. "OUTFALL TO STREAM DUMP NO POLLUTANTS" MAY BE LOCATED ON BORDER AREA. 5. SHALL CONFORM TO SEC 7.05 OF THE STANDARD SPECIFICATIONS. 6. WELDING IS NOT PERMITTED. 7. EDGES SHALL HAVE 0.125" RADIUS, 0.125" CHAMBER OR COMPLETE DEBURRING. vw 8. USE A BI-DIRECTIONAL VANED GRATE IN SAG VERTICAL CURVES. Qw SURFACE WATER UTILITY or VANED GRATE tY O ADOPTED CITY OF OF RENTON 4 STANDARD PLANS 4w �c`� O� LST DATE: W,4,q6 <` DATE REVISION BY APPR' DWG. NAME: BR-02B SP PAGE: 8019 w .w �Ir 23 3/4" 2" +ail 2 5/8" QQQ �Q�O FOR SLOT DETAIL SEE STD Q Q DETAIL DWG D-7 _ - - - 17 3/4" LEVELING PAD (8) I I I Q 1/8"X 3/4"X 2 1/4" qlw rrr FOU ME �1 2 1/2" I 1 1/2" 4" Aw 5/8" 1/16" 4 3/4" vw NOTES: 1. USE WITH FRAME DRILLED AND TAPPED FOR LOCKING BOLTS. 2. USE WITH TWO LOCKING BOLTS 5/8"-11 NC STAINLESS STEEL TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) BOLTS, 2" LONG. 3. COVER MATERIAL IS CAST IRON PER ASTM A48 CLASS 30. aW 4. SHALL CONFROM TO SEC. 7.05 OF THE STANDARD SPECIFICATIONS. 5. COVER SHALL HAVE THE WORD "DRAIN" IN 2—INCH RAISED LETTERS. SURFACE WATER UTILITY SOLID LOCKING COVER �Y o ADOPTED U\ CITY OF RENTON ♦ 1 STANDARD PLANS UtII(JUt IST DATE:4'Lf M- aw 12 96 REFORMAT TO 11"x17" DCV DT DATE REVISION BY APPR' DWG. NAME: BR-02 SP PAGE: 8020 WIN ow t1�► 1 1/4" FOUNDARY NAME 7 1/4' FOR MACHINING 3/4" 11" 1/2" LETTERS RECESSED CLEARANCE TO BE FLUSH BAR 1" THICK 1 3/4" L-J TYP. 4 PLACES IIVN ONn03 BARS 1 5/8" THICK v THIS AREA m 0 v I ~ BARS 1 3/8" THICK n THIS AREA n — — � � n (w SLNV1nTOd ON dW WV3HIS Ol TivimO ,-VT TOP VIEW 2" BOTTOM VIEW z 1/2" z" wo LEVEUNG PADS 8 - 3/4"x 1 3/4'x 1/8" END VIEW 00 �1 1/4- 23 3/4' �1 7/16" � ��-- T L-3/4" 1/18" R=7 1/4" -) 1/2 1 3/8" 1 3/4" i so 7/8" 3/4" 5/8" 231/2" SLOT DETAIL as SIDE VIEW 7/8" TYP. SLOT aw ROUND ELLIPTICAL TANGENT BETWEEN TWO RADII OPTIONAL DESIGN FOR GRATE OPENING ENDS NOTES: 1. SLOT FORMED AND RECESSED FOR 5/8"-11 NC X 2" SOCKET HEAD (ALLEN HEAD) BOLT. 2. GRATE SHALL BE DUCTILE IRON. 3. SHALL CONFORM TO SEC. 9-05.15 OF THE STANDARD SPECIFICATIONS. 4. USE VANED GRATE IN CURB LINE. wIr 5. USE FRAME SHOWN IN STANDARD DETAIL D-7. SURFACE WATER UTILITY 6. GRATE IS OLYMPIC FOUNDRY #SMSOG OR EQUAL. CATCH BASIN FRAME & GRATE DETAILS «rr (SHEET 1 OF 2) G�CY p� ADOPTED CITY OF RENTON STANDARD PLANS mow Ls jV T O I.ST DATE: 12/9 0 DATE REVISION BY PPR'D DWG. NAME: BR-18 SP PAGE: 8020.1 mo r ar 25" 2 1/2" .Ilr CEMENT CONCRETE CURB do GUTTER 31" CATCH BASIN r bi_n^ AL CURB EXTRUDED CURB—\ SEE NOTE 1 r+r LEVEL PADS (16) 3/4"X 2 1/4"X 1/8" trr GUTTER PLAN CATCH BASIN WALL EXTRUDED CURB 18"x24" 9/16" 1 112" rr (+1/32", -0" TYP) 4" ---- as 16"x22"----� 3/4" 17 3/4"x23 3/4" (+1/32", -0" TYP) 25"x31" ELEVATION rr to NOTES: 1. DRILL AND TAP FOR, AND PROVIDE, TWO LOCKING BOLTS 5/8"-11 INC STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) BOLTS, 2" LONG. 2. FRAME MATERIAL IS CAST IRON PER ASTM A48 CLASS 30 OR BETTER. 3. SET FRAME TO GRADE AND CONTRUCT ROAD AND GUTTER TO BE FLUSH WITH FRAME. 4. FRAME IS OLYMPIC FOUNDRY #SM50 OR EQUAL. go SURFACE WATER UTILITY CATCH BASIN FRAME & GRATE DETAILS ,o (SHEET 2 OF 2) GtiCY p� ADOPTED (A CITY OF RENTON p STANDARD PLANS �L4 N C C LST DATE:) L DATE REVISION BY PPR'D DWG. NAME: BR-18A SP PAGE: B020.2 rie �r FILTER FABRIC MATERIAL 60" WIDE ROLLS. ar USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. 2" BY 2" 14 GA. WIRE FABRIC OR EQUIV. aw BURY BOTTOM OF FABRIC MATERIAL IN 8" BY 12" TRENCH .,r 5'—p> r � �— 6' MAX —{ arr u u wr FILTER FABRIC MATERIAL 6" 2" BY 2" BY 14 GA. WIRE FABRIC OF EQUIV. 2'-0" PROVIDE 3/4" — 1.5" WASHED 5'—O" GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE 12 FABRIC ON THE SURFACE. --{ 8" MIN. r 2" BY 4" WOOD POST ALT: STEEL FENCE POSTS. BRUSH BARRIER N TS ar NOTES: 1. FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A 5. THE TRENCH SHALL BE BACKFILLED WITH 3/4" MINIMUM er SEDIMENT TRAP OR POND. DIAMETER WASHED GRAVEL. 2. MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE LINE 6. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY IS 1:1. HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE No 3. MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO THE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. FENCE OF 100 FT. 7. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING 4. IF 50% OR LESS OF THE SOIL, BY WEIGHT, IS FINE PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE PARTICLES SMALLER THAN THE U.S. STANDARD SIEVE NO. 200, IMMEDIATELY. THE EOS SHOULD BE EQUAL TO OR SMALLER THAN THE SIEVE 'w SIZE THAT 85% OF THE SOIL CAN PASS THROUGH. wr FILTER FABRIC FENCE DETAIL OtiZY p� ADOPTED CITY OF RENTON STANDARD PLANS LST DATE:04/04 DATE I REVISION 'D BY APPR DWG. NAME: B066 SP PAGE: 13066 ow WON U v' 00 rn �ao 0 0�� • a moo o p> z H Q C. Q U U) J CIO iiw NINO t®u z 0 � w } J dw tu Q W WAN 3J ci pro j= O � re 0 � dQN � cW� a w ° c(� W d d� ? •Q JLJ kW tYQ'UUJ UQ N Wu~ ? cy aj:2 05ua VON -j p.LL tu LL C) C) I v ? ~ � LJJ Q � ZOO W ui Z ~LL� � •�:;:� '.:�': ;• ��5 < Uj of t cy � ��� W 6ZOIU* U, E=2,c) J vtj z� I Wr � 1- V�Q UO2 56 �E� tij CE CL 5Rj dw JAW err 41s Jws DROP INLET WITH GRATE STAKES STAKE FILTER FABRIC wNr WASHED GRAVEL FILTERED WATER 1M RUNOFF WATER WITH SEDIMENT 12.. BURIED FILTER FABRIC 8'• FILTER FABRIC wllr NOTES: y 1. EXTEND THE FILTER FENCE/WIRE MESH BEYOND THE INLET OPENING AT LEAST 18" ON ALL SIDES. 2. PLACE 3/4" TO 3" GRAVEL OVER THE FILTER FABRIC/WIRE MESH. THE DEPTH OF GRAVEL SHOULD BE AT LEAST 12" OVER THE ENTIRE INLET OPENING. ally 3. IF THE GRAVEL FILTER BECOMES CLOGGED WITH SEDIMENT, THE GRAVEL MUST BE PULLED AWAY FROM THE INLET AND CLEANED OR REPLACED. AN ALTERNATIVE APPROACH WOULD BE TO USE THE CLOGGED GRAVEL AS FILL AND PUT FRESH GRAVEL AROUND THE INLET. 3Y� FILTER FABRIC FENCE INLET BARRIER G�ZY p� ADOPTED CITY OF RENTON f � f 'w STANDARD PLANS LST DATE:04/04 DATE REVISION BY APPW DWG. NAME: B069-1 SP PAGE: B069.1 r •w FIRE HYDRANT SHALL BE COREY—TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY—MOORE/PRESERVATI VE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF I -F SIDEWALK THAT IS ADJACENT TO CURB \ TWO—PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. \\\ EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION 4.875" x 5" STORZ WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT 0o EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE B090). MAX 4" MIN 2"1 AB STIIMSON PAVEMENT E E 88 RAISED E TWO—WAY BLUE. vp 42" MIN CONCRETE BLOCKING BURY Y - MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6 GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 16" x 8" x 4" 2-3/4" COR—TENSTEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. MININUM CONCRETE BLOCK UNDER +I HYDRANT —1/2 YARD WASHED DRAIN ROCK (3-TO 3/8") MIN. 1' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LLEVEA D LEVEL ALL GROUND a MIN 3' RADIUS aw __�q 1 " �6 1 ONE MAN ROCK`i 1�6 FILL CUT HYDR ANT LOCATION IN CUT OR FILL FIRE HYDRANT ASSEMBLY DETAIL ti�Y p ADOPTED { + CITY OF RENTON STANDARD PLANS LST DATE:04/04 r DATE REVISIO DWG- NAME: BR24 SP PAGE: B102 ___ _ N_ f�Y APPR'_ MARKER MARKER MARKER 14-f : +1�1 { . I '�i • : op TWO LANE ROAD OFFSET ON SIDE STREETS WHERE THE MARKER TO INDICATE HYDRANT IS WITHIN 20' OF A WHICH SIDE OF STREET - MAIN TRAVELED STREET, THE HYDRANT IS ON (4" FROM MARKED IS T^v OE IKIS T 1 . , vp DOTS OR PAINTED LINE) ON THAT MAIN STREET fw MARKER MARKER wr : FOUR LANE ROAD OFFSET FIVE LANE ROAD OFFSET MARKER TO INDICATE WHICH MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS SIDE OF STREET HYDRANT IS ON (4" FR6A DOTS OR ON (4" FROM DOTS OR PAINTED LANE DIVIDER) PAINTED LANE DIVIDER) HYDRANT MARKERS go rw 7' A � - 4" RAISED PAYMENT MARKER TYPE 88 AB STIMSONITE TWO-WAY (BLUE) +Mw HYDRANT MARKERS Y p� ADOPTED CITY OF RENTON STANDARD PLANS w� �LZ N T O$ LST DATE:42/. 6 U n DATE REVISION I BY PPR'bj DWG. NAME: BR24A SP PAGE: B103 �w +wr GENERAL NOTES: 1. See standard plan 102 for curb expansion and contraction joint spacing. +iwr 2. Curbs not constructed to these sections as dimensioned will not be accepted by the owner. 3. For Depressed Monolithic Driveway Curb&Gutter Section,see Standard Plan 104.3. r FACE OF CURB 6112" 1/2"R. 1"R. MATCH ROADWAY 6" CEMENT CONCRETE SLOPE SIDEWALK RAMP, TOP OF 1/2rr R 1"R. LANDING,OR DRIVE- D tO 1/2"R. ROADWAY VARIES WAY ENTRANCE FROM D' 6"TO0 D . D �I' ° I 114"PREMOLDED V-6" JOINT FILLER CEMENT CONCRETE CEMENT CONCRETE TRAFFIC CURB AND GUTTER PEDESTRIAN CURB AT SIDEWALK RAMPS&LANDINGS, AND DRIVEWAY ENTRANCES FACE OF ADJACENT CURB 6 1/2 FLUSH WITH GUTTER PAN AT SIDEWALK FACE OF ADJACENT CURB RAMP ENTRANCE uYM 1:12 MAX. 3% 6 1/2" SEE DEPRESSED CURB DETAIL BELOW TOP OF 1/2"R. ROADWAY 3% 00 D D TOP OF 1" 1/2"R. ROADWAY 2" D p D p Z DEPRESSED CURB SECTION 1r s" r � AT SIDEWALK RAMPS FACE OF CURB DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. 6 1/2" FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.3 40 5 1/2" 1" 1/2"R. FACE OF ADJACENT CURB ° TOP OF ROADWAY D GUTTER SURFACE 1"R. D ° D • ° D D 1"R. D p 410 D CEMENT CONCRETE DEPRESSED CURB DETAIL TRAFFIC CURB AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS,AND ALLEYS aw ��Y � n PUBLIC WORKS CEMENT CONCRETE CURBS STD. PLAN — 100 �. `` DEPARTMENT . `f'tPN.tp'� APRIL 2008 .. SEE NOTE 2 SEE NOTE 2 41W 2' - 0" 2' - 0" m � I I 3/8" PREMOLDED JOINT FILLER (TYP) � L _ J CEMENT CONCRETE — — CURB AND GUTTER 5° � 5" Ago PLAN VIEW FACE OF CENTERLINE OF _ CURB FRAME$GRATE rr h` 6 1/2" 13" 5 1/2"1 1" (1.08') FRAME AND GRATE-NOT INCLUDED 1/2" R. 1" R. ROADWAY IN CURB AND GUTTER BID ITEM D SLOPE D 3 � TOP OF D 1" R /2" ROADWAY so p . N D p' D D p ' D D ADJUSTMENT SECTION-NOT INCLUDED p p IN CURB AND GUTTER BID ITEM D D CATCH BASIN-NOT INCLUDED IN CURB AND GUTTER BID ITEM ow'11r D •p D D / SECTION O GENERAL NOTES: +Ir / 1. The intent of this design is to facilitate the removal of a catch basin with minimal disturbance of the curb. or 2. The expansion joints of the adjacent sidewalk shall be adjusted to be in I ! line with these curb / +0 expansion joints. / � � J ISOMETRIC VIEW arr Y Otis �.n CEMENT CONCRETE CURB SID. PLAN — 101 + PUBLIC WORKS INSTALLATION AT DEPARTMENT CATCH BASINS APRIL 2008 ow aw 4W 6" ,,-0• MIN 6" SIDEWALK 112" VARIES:5'-6"MIN. ill"R. LEVEL 1"R. �� � 112"R.(IYP.) CURB NOT ow 4" 6Q 1J INCLUDED 2%MAX. IN BID ITEM D SEE RAISED 1/4"PREMOLDED EDGE DETAIL JOINT FILLER 4w NOTE:EXTEND SIDEWALK TRANSVERSE JOINTS TO INCLUDE RAISED EDGE CEMENT CONCRETE SIDEWALK RAISED EDGE DETAIL WITH RAISED EDGE VARIES BUFFER STRIP z tll SIDEWALK MAYBE ADJACENT VARIES:T-0"MIN. SLOPE ROUNDING TO A WALL(SEE DETAIL) (WHEN SPECIFIED)] p des, / SIDEWALK J n VARIES:5'-0"MIN. Aw D • D 1/2"R.(TYP.) CURB NOT INCLUDED 2%MAX_ 2%MAX. IN BID ITEM ©CONTRACTION JOINT CEMENT CONCRETE SIDEWALK ✓ ADJACENT TO BUFFER STRIP WALL OR BARRIER SIDEWALK VARIES SIDEWALK MAY BE ADJACENT 1/2"R. 4o1 SLOPE ROUNDING TO A WALL(SEE DETAIL) (WHEN SPECIFIED) SIDEWALK D' D VARIES:5'-6"MIN. ' CURB NOT 1!4'PREMOLDED ow 2% R.(1VP.) INCLUDED JOINT FILLER 2% 2%MAX IN BID ITEM 1 14"PREMOLDED SIDEWALK ADJACENT TO WALL JOINT FILLER DETAIL CEMENT CONCRETE SIDEWALK ADJACENT TO CURB 0� lrl 51. G BROOMED FINISH O� 4"WIDE,SMOOTH 51• TROWELED PERIMETER 5�"oa G CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN) NOT INCLUDED IN BID ITEM 7 G CONTRACTION JOINT ° D IN SIDEWALK ONLY FULL-DEPTH PREMOLDED EXPANSION JOINT IN BOTH JOINT FILLER CURB AND SIDEWALK (g)EXPANSION JOINT JOINT AND FINISH DETAIL rr �Y PUBLIC WORKS CEMENT CONCRETE STD. PLAN — 102 DEPARTMENT SIDEWALK FNTO APRIL 2008 ow 410 Aw w EXISTING ASPHALT 2.0' MIN. NEW CURB 4w EXISTING/— PAVEMENT & GUTTER (SEE NOTE 2) SAWCUT lop a a , < °d n d a a4 <a e u d n n < d O O O O O D 0 40 ARTERIAL STREET MINIMUM 7" HMA (or ACP Class B) 4w (SEE NOTE 1), OVER 6" CRUSHED ROCK to RESIDENTIAL STREET MINIMUM 4" HMA (or ACP Class B) so (SEE NOTE 1), OVER 6" CRUSHED ROCK err iw NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. 1' — 0" BEYOND EDGE OF DAMAGED PAVEMENT yrw Aw #w �0PUBLIC WORKS CURB AND GUTTER STD. PLAN - 103 ,$ DEPARTMENT REPLACEMENT DETAIL F�,�o APRIL 2008 r BID ITEM(INCLUDES SIDEWALK RAMPS) ++M► RAMP(VARIES) VARIES:20'MIN.(SEE NOTE 7) RAMP(VARIES) VMIN.-15'MAX.- 6'MIN.-15'MAX. 10 LF OF PAVED DRIVEWAY REQUIRED (OPTIONAL)CEMENT CONC.PEDESTRIAN 3/8"EXPANSION JOINT(TYP.) CURB(TYP.)SEE STD.PLAN 100 (SEES D.PLAN 102) arr CEMENT CONC.SIDEWALK H x o p p ro 0 N SEE NOTE 7 CEMENT CONCRETE RAMP WITH 12H:1V B CURB&GUTTER SLOPE(TYP.) (SEE NOTE 3) 3/8"CONTRACTION JOINT(TYP.) (SEE STD.PLAN 102) PLAN VIEW (TYPE C3 SHOWN,Cl&C2 SIMILAR) RAMP(VARIES) VARIES:20'MIN. RAMP(VARIES) 6'MIN.-15'MAX. (SEE NOTE 7) 6'MIN.-15'MAX. SEE NOTE 8(TYP). f (OPTIONAL)CEMENT TYP. PEDESTRIAN CURB(TYP.) 10"MIN. 10"MIN. 10"MIN. CEMENT CONCRETE 3/8"EXPANSION JOINT(TYP.) SIDEWALK (SEE STD.PLAN 102) wr SECTION AO 1/2"R(TYP-) SIDEWALK WIDTH 5'-6" VARIES E 2%MAX. +ur+ 10"MIN. DRIVEWAY SEE DETAIL ON STD PLAN 164.3 ? SECTION CEMENT CONCRETE CURB&GUTTER (SEE NOTE 3) RAMP WITH 12HAV �-� 10 LF OF PAVED SLOPE(TYP.) DRIVEWAY REQUIRED DEPRESSED MONOLITHIC CURB&GUTTER CEMENT "(SEE DETAIL,SHEET 104.3) CONCRETE SIDEWALK TYPE C2--ISOMETRIC VIEW (30'WIDE COMMERCIAL) For NOTES see sheet 104.3 Y PUBLIC WORKS CEMENT CONCRETE DRIVEWAY SM. PLAN - 104.1 DEPARTMENT ENTRANCE - TYPES Cl, C2 & C3 t�N•t0 APRIL 2008 .wr yrw BID ITEM(INCLUDES SIDEWALK RAMPS) 'A' RAMP(VARIES) VARIES:14'MIN.-20'MAX. �RAMP(VARIES) 6'MIN.-15 MAX. 6'MIN.-15'MAX. 10 LF OF PAVED DRIVEWAY REQUIRED WIM (OPTIONAL)CEMENT CONC.PEDESTRIAN 3/8"EXPANSION JOINT(TYP.) CURB(TYP.)SEE STD.PLAN 100 a* 102)(SEE STD.PLAN CEMENT CONC.SIDEWALK Y Y J J Q ul Q N co lAw \\// SEE NOTE 1 CEMENT CONCRETE RAMP WITH 12H:1V B CURB&GUTTER SLOPE(TYP.) 3/8"EXPANSION JOINT(TYP.) (SEE NOTE 3) (SEE STD.PLAN 102) PLAN VIEW w VARIES RAMP(VARIES) RAMP(VARIES) 6'MIN.-15'MAX. 14'MIN. 20'MAX. 6'MIN.-15'MAX. (OPTIONAL)CEMENT CONC. SEE NOTE 8(TYP). Aw PEDESTRIAN CURB(TYP.) 6"MIN. 6"MIN. 6"MIN. CEMENT CONCRETE 3/8"EXPANSION JOINT(TYP.) SIDEWALK SECTION O (SEE STD.PLAN 102) 112"R(TYP-) SIDEWALK WIDTH 6" DEPRESSED CURB&GUTTER VARIES 2%MAX (SEE NOTE 3) 6"MIN. DRIVEWAY SECTION O 10 LF OF PAVED DRIVEWAY REQUIRED w CEMENT CONCRETE CURB&GUTTER (OPTIONAL)CEMENT CONCRETE (SEE NOTE 3) PEDESTRIAN CURB(TYP.) RAMP WITH 12H:1V SLOPE(TYP.) CEMENT CONCRETE DEPRESSED SIDEWALK CURB&GUTTER (SEE NOTE 3) +�r TYPE R1 -ISOMETRIC VIEW (RESIDENTIAL) For NOTES see sheet 104.3 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY STD. PLAN - 104.2 DEPARTMENT ENTRANCE - TYPE R1 INTO APRIL 2008 r. arw .r s RAMP WITH 121-1:1V 4W 10 LF OF PAVED �i SLOPE(IYP,) DRIVEWAY REQUIRED DEPRESSED MONOLITHIC CEMENT CURB&GUTTER CONCRETE (SEE DETAIL,SHEET 104.3) 40 SIDEWALK CEMENT CONCRETE CURB&GUTTER (SEE NOTE 3) Q�T TYPE -ISOMETRIC VIEW (38''WIDE COMMERCIAL) \o •"' "" P oo ��5 CEMENT CONCRETE CURB&GUTTER (SEE NOTE 3) 10 LF OF PAVED RAMP WITH 12HAV DRIVEWAY REQUIRED SLOPE(TYP.) CEMENT DEPRESSED MONOLITHIC CONCRETE CURB&GUTTER SIDEWALK (SEE DETAIL,SHEET 104.3) TYPE C213-ISOMETRIC VIEW (30'WIDE COMMERCIAL,WITH BUFFER) NOTES FACE OF CURB 1. When a residential Type R1 or R1 B driveway width exceeds SEE© SEE DEPRESSED CURB DETAIL (residential) yp y LNTRA ON JOINT 6 10 ON THIS SHEET AIN 15 feet,construct a full depth expansion joint with 3/8"joint filler PLAN 102 51/2" 1" along the driveway centerline(see std.plan 102). Construct TOP OF expansion joints parallel with the centerline as required at 15' 1n R RO DWAY maximum spacing when driveway widths exceed 30'. 2. See std.plan 102 for sidewalk details. a 1a• 3. Curb and gutter shown,other curb designs may be specified. a See std.plan 100 for curb details. r-s• r-s• No 4. Avoid placing drainage structures,junction boxes or other obstructions in front of driveway ntrances. NOTE:DRIVEWAY LONGITUDINAL EXPANSION Y JOINTS SHALL BE FULL DEPTH DEPRESSED MONOLITHIC CURB&GUTTER DETAIL 5. The engineer will design all driveways to include elevations at ,,AW all points marked with symbol'X. All elevations are at the driveway finished surface. FACE OF ADJACENT CURB 6. Driveways not constructed as dimensioned will not be accepted by the owner. GUTTER SURFACE VW 7. Width of(alleyway)Type C1/C1B entrances shall be 20'-0". 1"R. Width of(2-lane commercial)Type C2/C213 entrances shall be �° D 30'-0". Width of(3-lane commercial)Type C3/C313 entrances P 1„R shall be 38'-0". The expansion joints(see std.plan 102)shall D D be constructed spaced as shown in the corresponding isometric view. o , 8. Slopes shall comply with sections R303.2.1 or R303.2.2 or DEPRESSED CURB DETAIL R303.2.3 of the Public Rights of Way Access Guide (PROWAG). AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS,AND ALLEYS Y ;~ PUBLIC WORKS CEMENT CONCRETE ENTRANCES - STD' PLAN — 104.3 DEPARTMENT NOTES AND DETAILS APRIL 2008 w �r BID ITEM(INCLUDES SIDEWALK RAMPS) 1M RAMP(VARIES) RAMP(VARIES) 6'MIN.-15'MAX. 6'MIN.-15'MAX. 10 LF OF PAVED DRIVEWAY REQUIRED 3/8"EXPANSION JOINT (OPTIONAL)CEMENT CONC.PEDESTRIAN ow (TYP.) CURB(TYP.)SEE STD.PLAN 100 (SEE STD.PLAN 7 CEMENT CONC.SIDEWALK KIM 1 � Y o � c _p n W y J p it " Q O W "O W LL Q LL � n O LL SEE NOTE 1 CEMENT CONCRETE RAMP WITH 12H:1V B CURB&GUTTER SLOPE(TYP.) 318"EXPANSION JOINT(TYP.) (SEE NOTE 3) (SEE STD.PLAN 102) PLAN VIEW 4w RAMP(VARIES) VARIES RAMP(VARIES) 6'MIN.-15'MAX. 14'MIN. 6'MIN.-15'MAX. 20'MAX. SEE NOTE 8(TYP). (OPTIONAL)CEMENT(TYP. tires (TYP. `a PEDESTRIAN CURB ) 6"MIN. 6"MIN. CEMENT CONCRETE 6"MIN. 3/8"EXPANSION JOINT(TYP.) SIDEWALK SECTION OA (SEE STD.PLAN 102) 1/2"R(TYP) DRIVEWAY LENGTH low 101-0. DEPRESSED CURB&GUTTER VARIES 2%MAX. (SEE NOTE 3) 6"MIN. 40 DRIVEWAY SECTION O r 10 LF OF PAVED DRIVEWAY REQUIRED Aw CEMENT CONCRETE (OPTIONAL)CEMENT CONCRETE CURB&GUTTER PEDESTRIAN CURB(TYP.) (SEE NOTE 3) iew CEMENT RAMP WITH 12H:1V CONCRETE ELOPE(TYP.) SIDEWALK DEPRESSED CURB&GUTTER (SEE NOTE 3) TYPE RIB—ISOMETRIC VIEW (RESIDENTIAL,WITH BUFFER) For NOTES see sheet 104.3 aw +~� PUBLIC WORKS CEMENT CONCRETE DRIVEWAY STD" PLAN - 104.4 w �O� DEPARTMENT ENTRANCE - TYPE RIB INTO APRIL 2008 fm ww BID ITEM(INCLUDES SIDEWALK RAMPS) RAMP(VARIES) VARIES:20'MIN.(SEE NOTE 7) RAMP(VARIES) w 6'MIN.-15'MAX. 6'MIN.-15'MAX. 10 LF OF PAVED DRIVEWAY REQUIRED Mlr' (OPTIONAL)CEMENT CONC.PEDESTRIAN 3/8"EXPANSION JOINT(TYP.) CURB(TYP.)SEE STD.PLAN 100 (SEE STD.PLAN 102) CEMENT CONC.SIDEWALK a J � o *W v, Z " b „ Q o LL b O LL C w LL low m Co., p in.,.. [L low ( SEE NOTE 7 CEMENT CONCRETE SLOPE(TYP.) RAMP WITH TYP.) B CURB&GUTTER (SEE NOTE 3) 3/8"CONTRACTION JOINT(TYP.) y,y (SEE STD.PLAN 102) PLAN VIEW RAMP(VARIES) VARIES:20'MIN. RAMP(VARIES) IT MIN.-15'MAX. (SEE NOTE 7) 6'MIN.-15'MAX. SEE NOTE 8(TYP). ((OPTIONAL)CEMENT (TYP. PEDESTRIAN CURB(TYP.) twill 10"MIN. 10"MIN. 10"MIN. CEMENT CONCRETE 3/8"EXPANSION JOINT(TYP.) SIDEWALK (SEE STD.PLAN 102) low SECTION OA 112"R(TYP) DRIVEWAY LENGTH 10'-0" VARIES 2%MAX. ow 10"MIN. DRIVEWAY SEE DETAIL ON STD PLAN 104.3 ow 5 SECTION CEMENT CONCRETE 41 CURB&GUTTER (SEE NOTE 3) 10 LF OF PAVED RAMP WITH 12H:1V low DRIVEWAY REQUIRED SLOPE(TYP.) CEMENT DEPRESSED MONOLITHIC CONCRETE CURB&GUTTER SIDEWALK (SEE DETAIL,SHEET 104.3) TYPE C3B—ISOMETRIC VIEW (38'WIDE COMMERCIAL,WITH BUFFER) For NOTES see sheet 104.3 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY STD. PLAN — 104.5 DEPARTMENT ENTRANCE - TYPES Cl B, C213 & C313 �NZO APRIL 2008 w.► *W tr s J RAMP IS NORMAL TO CURB FACE TANGENT AND OPPOSITE FAR RAMP(TYP,) toll' _—_ _—_ L CTMENT CONC.SIDEWALK +11� RAMP TYPE 1(TYP.) A I ya SIDEWALK SIDEWALK s•-0, 'V/N, DETECLE 3/6'EXPANSION WARNING TAB JOINT(TYP.)(SEE PATTERN STD.PLAN 102) \ (SEE DETAIL) _O W O ,O AT FACE OF CURB CURB,OR CURB " AND GUTTER \ ,l,-0 -�—--I CEMENT CONCRETE -` 2.-6. 411110 j PLAN VIEW SIDEWALK RAMP TYPE 1 `-��;ps - LAYOUT PLAN VIEW SEE NOTE 2 SIDEWALK RAMP TYPE 1 14W 2'-0"-DETECTABLE WARNING PATTERN(SEE DETAIL) �IMA),NDING RAMP A RAMP _ "v 'a FLUSH ROADWAY � I I CEMENT O CONCRETE DEPRESSED SIDEWALK CURB&GUTTER A - I I B MIN. MAX. SECTION OA (SEE NOTE 5) OA 1518" 2 3/8" O B SIB" 11/2" PLAN C 7116" 314" D 71r 17/16" SIDEWALK i3 5'-6"MIN. 11 40 J' TOP OF �D THIS PATTERN AREA SHALL 2%MAX. a ROADWAY ELEVATION BE YELLOW IN COLOR CEMENT CONCRETE DETECTABLE WARNING PATTERN DETAIL SIDEWALK CEMENT CONCRETE CURB&GUTTER try SECTION O (SEE NOTE 5) 11W llr 13'-6"MIN. NOTES �l 1. The bottom of the ramp shall have a landing area(not in excess of 2% /J TOP OF in any direction)4'■4'. 2%MAX, v ROADWAY 2. Layout requires two(2)of this bid item: "CEMENT CONC.SIDEWALK CEMENT CONCRETE RAMP TYPE V. The bid item does not include the adjacent curb(or toll' SIDEWALK CEMENT CONCRETE Curb&gutter),or sidewalk. CURB&GUTTER SECTION O (SEE NOTE 5) 3. The maximum allowable ramp slope is 12H:1 V.Flatter ramp slopes are permissable.Field verify the forms before pouring concrete. 4. Avoid placing drainage structures,junction boxes or other obstructions rr r in front of ramp access areas. 5. Curb&gutter is shown,see the contract plans for the curb design specified. See standard plan 100 for curb details. D 6. See standard plan 102 for sidewalk joint placement and details. eln 7. The engineer will design all ramps to include elevations at all points marked with symbol"X", All elevations are at the finished surface. 8. Ramps not constructed as dimensioned will not be accepted by the owner. ow ISOMETRIC VIEW Y ,POPUBLIC WORKS PAIRED SIDEWALK RAMP STD. PLAN — 105.1 $ DEPARTMENT TYPE 9 FNTO JUNE 2008 ow +rr 4w RADIUS POINT OF SIDEWALK RAMP AND CURB RETURN(TYP.)-SEE CONTRACT FOR RADIUS. A A \ 2 0 0 \ B \ SIDEWALK S• 0" DETECTABLE WARNING 3/8"EXPANSION PATTERN lirl SIDEWALK \ "a i j JOINT(TYP.)(SEE \ (SEE DETAIL) _ STD.PLAN 102) r' FACE OF CURB low U AT FACE OF CURB v i---�---i CURB,OR CURB ------- AND GUTTER CROSSWALK O 2--6' I CEMENT CONCRETE PLAN VIEW SIDEWALK RAMP TYPE 1 y� AND RELATIONSHIP TO CROSSWALK PLAN VIEW AND LAYOUT SINGLE SIDEWALK RAMP TYPE 1 �Ir 2'-0"-DETECTABLE WARNING PATTERN(SEE DETAIL) 5'-0'MIN. 8'-0"MIN. LANDING RAMP y 2%MAX. v FLUSH TOP OF v ROADWAY CEMENT CONCRETE DEPRESSED SIDEWALK CURB&GUTTER rr SECTION OA (SEE NOTE 5) RAMP _ SIDEWALK O 5'-6"MIN. A t I B MIN. MAX. io O A 15/8" 23/8" /y TOP OF �`i'T B 518" 1 1/2" w111 2%MAX. 'a ROADWAY PLAN C 7/16" 314" D 7/8" 1 7/16" CEMENT CONCRETE m SIDEWALK CEMENT CONCRETE CURB&GUTTER mw SECTION OB (SEE NOTE 5) � p ~{ �—= THIS PATTERN AREA SHALL ELEVATION BE YELLOW IN COLOR DETECTABLE WARNING PATTERN DETAIL �r D sww ISOMETRIC VIEW For NOTES see sheet 105.1 air Y .. +~a PUBLIC WORKS SINGLE SIDEWALK RAMP STD. PLAN — 105.2 DEPARTMENT TYPE 7 INTO JUNE 2008 rrr +Ir 318"EXPANSION JOINT(TYP.) lolly (SEE NOTE 6) C RAMP IS NORMAL TO CURB FACE TANGENT, AND OPPOSITE FAR RAMP(TYP) aw 7-0' NP. _ 1I I RADIUS POINT OF CURB RETURN B _I I CROSSWALK J ____RAMP CENTERLINE = DETECTABLE WARNING n PATTERN(TYP.) I I (SEE DETAIL) W X OPTIONAL CEMENT CONCRETE PEDESTRIAN CURB(TYP)(SEE STD.PLAN 100) SIDEWALK RAMP WING(TYP) I aw I 0� A� I 20 I g�� dW SIDEWALKRAMP WING(TYP) p RAMP CENTERLINE ►' T-Ir b ISOMETRIC VIEW F PC VARIES:T-VtoE 2'-6' 1 2'-6" T-0" RAMP RAMP G G 318"EXPANSION JOINT"P.) (SEE NOTE 6) DETECTABLE WARNING PATTERN(ryp) 318"EI�ANS1ON JOINT(TYP.) CR SWALK (SEE DETAIL) (SEE STD.PLAN 102) LANDING PLAN VIEW SECTION O SIDEWALK RAMP TYPE 2 LAYOUT 8" V2%EWALK DETECTABLE WARNING 6"MIN. PATTERN(SEE DETAIL) SIDEWALK 2-p 5'-6"MIN. FLUSH TOP OF X._ ROADWAY AX_ 'a TOP OF 2%M ROADWAY OPTIONAL CEMENT CONCRETE PEDESTRIAN DEPRESSED DEPRESSED CEMENT CONC. CURB(SEE STD.PLAN 100) 1I CEMENT CONC'•. (SEE NOTE 5�R SIDEWALK CEMENT CONCRETE tl CURB&GUTTER SECTION O (SEE NOTE 5) SECTION Og NOTES i"W 1. The bottom of the ramp shall have a landing area(not in excess of 2%in any direction),4'x 4'. 2. The paired type 2 ramp layout requires two(2)of this bid item:"cement conc.sidewalk ramp type 2". The bid item does not include the adjacent curb(or curb&gutter),the sidewalk between ramps,or the cement conc.pedestrian curb. 3. The maximum allowable ramp slope is 12HA V. Flatter ramp slopes are perissable. Field verify the fors before pouring concrete. r+m 4. Avoid placing drainage structures,junction boxes or other obstructions in front of ramp access areas. 5. Curb&gutter is shown,see the contract plans for the curb design specified. See standard plan 100 for curb details. 6. See std.plan 102 for sidewalk joint placement and details. 'o 7. The engineer will design all ramps to include elevations at all points marked with symbol"X". All elevations are at the ramp finished surface. 8. Ramps not constructed as dimensioned will not be accepted by the owner. 9. When the distance from PC to PT is 18'-0" or less(when measured along the back of sidewalk)the height of the curb and sidewalk in this area shall be reduced proportionally. The 4'-0"minimum dimension,and the lengths of the ramp wings,shall never be reduced(See note 3). ow v��Y °.� + PUBLIC WORKS PAIRED SIDEWALK RAMP STD. PLAN - 106.1 "W DEPARTMENT TYPE 2 �FNT�$ JUNE 2008 rlr 4w RADIUS POINT OF SIDEWALK RAMP 4w AND CURB RETURN 4w. I \ I � I RAMP CENTERLINE \ C uw I 2--6-- p 3/8"EXPANSION JOINT(rYP.) � (SEE NOTE 6) DETECTABLE WARNING B PATTERN(fYP.) p. \ (SEEE CETA!L) aw OPTIONAL CEMENT CONCRETE CURB(SEE STD.PLAN 100) 0 I I J w A CROSSWALK w - O A T ::[B MIN. MAX. 11w FACE OF CURB O - O O O : A 1518" 2 3/8" ' B 5/8" 1 1/2" PLAN C 7116" 314" wM PLAN VIEW o C D 7/8" 17/16" SINGLE SIDEWALK RAMP TYPE 2 LAYOUT AND RELATIONSHIP TO CROSSWALK THIS PATTERN AREA SHALL to ELEVATION BE YELLOW IN COLOR VARIES: 2'-6" DETECTABLE WARNING PATTERN DETAIL VARIES: T-0"to E VARIES: 7'-0"to E 91Iwr RAMP RAMP v � RADIUS ATFACE 116" v 6" 1 OF CURB E F 3/8"EXPANSION JOINT(fYP.) 20FEET 10'-43/4" T-81/2" LANDING tirf (SEE STD.PLAN 102) 30 FEET 8'-11 1/2" 3'-2 1/4" SECTION O 40FEET 8'-41/2" 2'-113/4" 50FEET 8'-03/4" 2'-101/4" twlr 60 FEET T-10 1/4" 1 2'-9 314" 70 FEET T-8 314" 2--9- 80 FEET T-71/2" 2'-8 3/4" 90FEET 7'-61/2" 2'-81/4" 100 FEET 7'.6- 2'-8" DIMENSIONS AT FACE OF CURB rwlr ` INTERMEDIATE RADII SHALL BE INTERPOLATED For NOTES see sheet 106.1 ISOMETRIC VIEW Aw Y �~ PUBLIC WORKS SINGLE SIDEWALK RAMP STD" PLM - 106.2 im �0,$ DEPARTMENT TYPE 2 FN.tO JUNE 2008 mw Qw *w Sidewalk A 5'-0" aw DETECTABLE WARNING C PATTERN(TYP.) T-0"MIN._j (SEE DETAIL) RAMP(ryp) AV RADIUS POINT OF SIDEWALK RAMP AND CURB RETURN iiiiiiii B ————————————— 3/8"EXPANSION JOINT AW (SEE STD.PLAN 102) PT RAMP IS NORMAL TO CURB FACE TANGENT,AND OPPOSITE FAR RAMP Z-0" ilr TYP. cb Idw 0 CURB,OR CURB (OPTIONAL)CEMENT CONCRETE AND GUTTER PEDESTRIAN CURB P) T-O"MIN. RAMP(TY PLAN VIEW 4w PAIRED SIDEWALK RAMP TYPE 3A LAYOUT CEMENT CONCRETE SIDEWALK T-O"MIN PC 5'.0- BUFFER' L STRIP ww 2%MAX. TOP OF CROSSWALK ROADWAY RAMP IS NORMAL TO CURB FACE TANGENT,AND OPPOSITE FAR RAMP CEMENT CONCRETE CEMENT CONCRETE CURB&GUTTER SIDEWALK SECTION (SEE NOTE I)T OJ "J -O"MIN. V-O"MIN. 3'.0-MIN.. am RAMP LANDING RAMP 4"(TYP.) low 318-EXPANSION JOINT(TYP.) (SEE STD.PLAN 102) ISOMETRIC VIEW SECTION Q Alw For NOTES see sheet 107.2 vw PUBLIC WORKS PAIRED SIDEWALK RAMP SM. PLAN - 107.1 ww DEPARTMENT TYPE 3A JUNE 2008 vw AW 3/8"EXPANSION JOINT (SEE STD.PLAN 102) DETECTABLE WARNING PATTERN(TYP.) CEMENT CONCRETE (SEE DETAIL) PEDESTRIAN CURB '01 C T-0"MIN. CURB,OR CURB RAMP(7YP) X AND GUTTER LANDING T-0"MIN. I-1 7-0—DETECTABLE WARNING 0. 5 RA P PATTERN(SEE DETAIL) low L) 2% FLUSH TOP OF MAX ROADWAY �CE.ENT CONCRETE DEPRESSED �E PEDESTRIAN CUR; CURB&GUTTER 1iW (SEE STD.PLAN 100) (SEE NOTE 5) ROB WALK SECTION BO -T- AW PLAN VIEW SINGLE SIDEWALK RAMP TYPE 3A LAYOUT A RAM �'O �. VW Al 1 8 MIN. MAX. —A @ 15/8" 2 318" OB 51W 1 1/2" PLAN C 7/16" 314* C 7/1" �D THIS PATTERN AREA SHALL ELEVATION BE YELLOW IN COLOR aw ISOMETRIC VIEW DETECTABLE WARNING PATTERN DETAIL NOTES 40 1. The bottom of the ramp shall have a landing area (not in excess of 2%in any direcfioN 4'x4'. 2. The paired type 3A ramp layout requires two(Z of this bid item: "CEMENT CONC.SIDEWALK RAMP TYPE 3A". The bid item does not include the adjacent curb (or curb&gutter) the sidewalk between ramps,or the cement conc.pedestrian curb. aria 3. The maximum allowable ramp slope is 12H:1 V.Flatter ramp slopes are permissable.Field verify the forms before pouring concrete. 4. Avoid placing drainage structures,junction boxes or other obstructions in front of ramp access areas. low 5. Curb&gutter is shown,seethe contract plans for the curb design specified. See standard plan 100 for curb details. 6. See aid.plan 102 for sidewalk joint placement and details. 7. The engineer will design all ramps to include elevations at all points marked with symbol")C. All elevations are at the ramp finished surface. aw 8. Ramps not constructed as dimensioned will not be accepted by the owner. 9. When the distance from PC to PT is 10'-O"orless (when measured along the back of sidewalk) the height of the curb and sidewalk shall be reduced proportionally.The 4'-0"minimum dimension shall never be reduced (see note 3) ow *W 8PUBLIC WORKS SINGLE SIDEWALK RAMP ' STD. PLAN - 107.2 DEPARTMENT TYPE 3A JUNE 2008 ow d111f' c c $ m D m uawwa�xav3ranranvamv.nxa 3aov W !0 C a oci�o e m IL C O p m'E'�mr m ° m J �� �� ~ e c t E �o m w s z m m o w �`cR00 Pdf�G� IL x m f low 'm U y m 2 O N d o m m S a r` Q° O h ` ' m IN- c Z O oE�U om ti a �3 z ® °my _ W c M�EL IL mmy� c m$ tE 3 Nr a � ��8 wS a JF dr x o �!a S 3 d .o v L`t m o ,v_ m 2 E m av z 3 G < Y $ mkFo a Ht° m Q m W = 3 oy0Y o rno 3m ° Eo z a Q 215 2 o m � m N� v'k - 3 < m E m <� 111 a U F 0° adz 2 '�c m a Em U o`—m-eU y n� O m v Lg c p p W M-6 11 a v2 °tfcrn m m m U.c E N W t m o in m °>a m m L.r F F-cL m 0: Q o U-o m F-o z r N ai V it7 fD aw 3 W U W 2 0 Ua g O¢. to °a b 4 tl X0 N O m m O m m z ZZ w m b m O a ow 8 a W W W LL W LL W LL W LL W LL w w LL W a r �° LL LL W w0 3 W CO w W Om m00 < z W°0 z w aw LU W ro K $ Oj o U z O H U W m H ow UW 4ti 133211S 2lONIW b o m(D U¢ ................--f----- w m N O Nivnnssoao W L a ° $ im Z d w o o a: O�zzQ w a6 Fw Wwo C9 wC7Fw- Wa0 z °z -- _ OJ U w aKW ow .0 .V rcru N. W< h OUP 3w I °J {�mpN d' UFWW 'V Z I 5 g a a 3 thou w 3 y�W 2� s Z'7 a¢ O'° Fa O zK �a O9 a 3 O O� ztl � z z z U a Yg mW z O aw z o J w g F- j m W i N Q -�-�, � °� I Ua F 3 3?� ..6 N dw Oa5 z < .A-.8 W m O J w uq zK 2 (A 25j a0 WD low UQ• WN OO Wm Oz ze W Wm W vHrns>iavw Ae Nnnvaa v°—r N or m w mAeAal mxnr;°.a�w�imM ,°rte e= :° u�xmHCU ""�0emm ouwmwmw a3u m O T n n m m m m (�y �.� d mvas mraeao3tr.MViaw.Kwuro•nuie ° b in m zn n N 3 d L m Lv] .o m mr�«av3 nriumrnumu alox C6 C r n O U UmO m �] 1' `L Q z ZD U C"O 0 3 X m o m N c _a E ro m N N E y 2 a n yE�V N UL C U� ILL C G Gl C N-O a..-. r �m m U O ¢ E= C N - - m,=ym n. L 1, N N N vI-O aw n .0d m 0 3 = N A QdQ�J .n H cN ° a� W Z Y 3 X r N m m . t7 m m m m O O) O E C G Q io E G7 C m.. O d O �yA iD - bl Sc L!O p I° -I m o �Ea m �� h ti H Lvl -O 8j 'D c- ow o u ° m m E OO m cm._ N E c o>. Y N F Y OI �' N 0,-06= C ��= �a a EO N ryry O t Y _pp 10 N O f0 - N N < T.—m.2 V m d U m C N Amd3vN a o` M 11 y N iL LL� E O N H d NN F H Wo ami K Q o U v F o to X (V M Q IA fp m W O N g r a C w o < ? m r m N bl + r r r � r J w O S YZ m Z U D N qow r Zz Z o m b in o im F g0 m T a m Zu z z w C X N M GD N N b v m v SSS z (}1 O Z J z a m Q U < m U w ~ w y jLL w w w w w w w w w F u LLa UW U LL LL LL LL LL LL LL LL LL G - z 8 8 W o oa vDw F a — Q •� �LL m m LL ;W C o/i p W �W Zmp z W3 W Z O a wF: UU W W K ] o ow vw G3 133a1S UONIW b Mk m o NIVMSS0210 W07 J is 4w <o ww° p3 w mm� kq Fz UaW % OFD y.Uez UW z CmW �k a a Way yr < 3 O x m Oa a ma z w OU„ JQ' X O z T w Q p O L g IL 03 uW uW 5 LL p o ° Zk< �m S; 5 00 ;� oz it ti O m o S d wmz WD 0 0 os 3 Ous izr O Oy W z �t1 _ O z yw h¢ LUw GI° z° Ua N a U C= Ua Z� OLL >NO o s .> y �U pa O oLL 3 w nna" f z w �y n%a -----' m W�2Qj Wy _ _____ O o �m V m wa W b H Z Y M N 0 z 4 w 5 z LL Z ac za Q WU�j x�jaa�e1 A UVN Wm a0 W �W vans)iavw :Au wlnvaa m rw �.r ..r CENTER LINES '" • ® • • • • • • • • • ® • • • • • • • al4>> ow • • • • • • • • • • • • • • • • 0-T 3' 30' 4" YELLOW TYPE 'I' LINE MARKERS DOUBLE YELLOW CENTER LINE 4" YELLOW TYPE 'Ild' ow LINE MARKERS (REEL.) .. 9' --�-- 15' 3'� 4" YELLOW TYPE 'I' LINE MARKERS SINGLE SKIP YELLOW CENTER LINE 4" YELLOW TYPE )Ild' LINE MARKERS (REFL.) low TWO—WAY LEFT TURN LANE aw .. 9' 15' 3' 12, 4" YELLOW TYPE 'Ild' LINE MARKERS (REFL.) to 4" YELLOW TYPE 'I' LINE MARKERS aw NUMBER OF 2— WAY LEFT TURN ARROWS SPEED LIMIT 25 MPH ---_ 200' O.C. SPEED LIMIT 30-35 MPH — 250' 0.C. SPEED LIMIT 40-45 MPH -- 300' 0.C. Aw Y �~ * PUBLIC WORKS CHANNELIZATION SM. PLAN — 109.1 DEPARTMENT MARKERS DETAIL FNTO APRIL 2008 +r .r nw ON APPROACH LINE 3' 24' 4„ WHITE TYPE 'I' LINE MARKERS w. 4" WHITE TYPE 'Ile' LINE MARKERS (REFL.) vw NUMBER AND LOCATIONS OF ARROWS APPROACH LINE LENGTH ARROW LOCATIONS rOR 'km w. 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 �r SKIP APPROACH LINE a. 148 9' 15' 3' 4" WHITE TYPE 'I' LINE MARKERS „�. 4" WHITE TYPE 'Ile' LINE MARKERS (REFL.) LANE LINE 4" ow M& 9' 15' �3'� *� 4" WHITE TYPE 'I' LINE MARKERS ow 4" WHITE TYPE 'Ile' LINE MARKERS (REFL.) mo w Y �~ PUBLIC WORKS CHANNELIZATION STD. PLAN — 109.2 1w ,PO$ DEPARTMENT MARKERS DETAIL FNT� APRIL 2008 low ww 1' 1' VARIES 1 1' ar MINI MIN ] MIN I MIN aam aw 2" HMA OR ACP CLASS 'B'—/ FACE OF CURB OR EDGE OF PAVEMENT ar TRAFFIC FLOW aw LCENTER LINE OR 2" TO 6" HMA OR ACP CLASS `B' LANE LINE low ow 6.5' MIN. 2" DEPTH OF mw GRIND OR SAWCUT AND REMOVE VARIES: 6.5' MIN. wr TM11N 1VARIES �{ 1' DEPTH OF EXISTING PAVEMENT I MIN I MIN I MIN ur HMA OR ACP CLASS 'B' (SEE NOTE 2) 2" HMA OR ACP do CLASS 'B' 6" CRUSHED SURFACING TOP COURSE, 2" SAWCUT AND REMOVE COMPACT TO 95% MODIFIED PROCTOR. OR GRIND, SEAL WITH AR-4000W. an CRUSHED SURFACING TOP COURSE, OR NATIVE MATERIAL IF APPROVED IN WRITING 4w BY THE ENGINEER, COMPACT TO 95% WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED MODIFIED PROCTOR. IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCE FOR ANY SHORING, IF NEEDED. PIPE ZONE BEDDING, MATERIAL AND COMPACTION SHORING SHALL MEET THE REQUIREMENTS OF WSDOT AS REQUIRED BY THE WSDOT STANDARD ow STANDARD SPECIFICATION 7-08.3(1)B SPECIFICATIONS FOR THE TYPE OF IMPROVEMENT INSTALLED. FOR NOTES, SEE STANDARD PLAN 110.2 'Aw Y — 110.1 n� PUBLIC WORKS TYPICAL TRANSVERSE PATCH STD. PLANT am �,�=`R DEPARTMENT FOR FLEXIBLE PAVEMENT FNTO APRIL 2008 aar .,r ar "1w LANE LINE MARKING 3' MIN. 3' MIN. vw (SEE STD PLAN 110.3) VARIES: 4.5' MIN. (SEE STD PLAN 110.3) DEPTH OF EXISTING PAVEMENT my �wr HMA OR ACP ow 1' 1' CL. 'B' (SEE NOTE 2) MIN. MIN. 6" CRUSHED SURFACING TOP 2" HMA OR COURSE, COMPACT TO 95% ACP CLASS 'B' �' MODIFIED PROCTOR 2" SAWCUT AND REMOVE EDGE OF PAVEMENT, wr OR GRIND, SEAL WITH EDGE OF CURB & GUTTER, AR-4000W OR CENTER OF LANE LINE CRUSHED SURFACING TOP COURSE, OR NATIVE MATERIAL IF APPROVED IN WRITING WIDTH OF TRENCH AS REQUIRED BY SIZE OF BY THE ENGINEER, COMPACT TO 95% PROPOSED IMPROVEMENT (SEE WSDOT MODIFIED PROCTOR STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCE FOR ANY SHORING, IF NEEDED. PIPE ZONE BEDDING, MATERIAL AND SHORING SHALL MEET THE REQUIREMENTS OF COMPACTION AS REQUIRED BY THE err WSDOT STANDARD SPECIFICATION 7-08.3(1)B WSDOT STANDARD SPECIFICATIONS FOR THE TYPE OF IMPROVEMENT INSTALLED +r NOTES: 1. UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR DETERMINING PAVEMENT THICKNESS. 2. MINIMUM THICKNESS AND MATERIAL SHALL BE: PRINCIPAL/MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS — 6" HMA OR ACP CLASS 'B'; +Wr RESIDENTIAL ACCESS STREETS — 2" HMA OR ACP CLASS 'B'; IN NO CASE SHALL THE THICKNESS BE LESS THAN THAT OF THE EXISTING PAVEMENT SECTION. 3. AT THE DISCRETION OF THE ENGINEER, A FULL STREET WIDTH OVERLAY MAY BE REQUIRED. .r wr Y �~ PUBLIC WORKS TYPICAL LONGITUDINAL PATCH STD' PLAN - 110.2 Aw �,�� DEPARTMENT AND OVERLAY FOR FLEXIBLE PAVEMENT FNZO APRIL 2008 ror aw dw LANE I LANE I LANE I I I I I I w I 2 MIN. I I , � go I � / I � � «w r to w / w � I N INITIAL 2" DEEP SAWCUT OR GRIND, AND LIMIT OF FINAL OVERLAY (SEE NOTE 3) EDGE OF EXISTING PAVEMENT 1f . EDGE OF TRAVELED LANE (EDGE STRIPE) rAw l w � 3 M/N. I VARIES: 4.5 MIN. (SEE STD PLAN 110.2) ' � I CENTER OF ANY MARKED LANE LINE, PROVIDE NEW CHANNELIZATION AFTER OVERLAY vm b I I SECONDARY FULL DEPTH SAWCUT FOR err I I PROPOSED TRENCH LANE LANE LANE wr FOR TYPICAL SECTION AND NOTES SEE STANDARD PLAN 110.2 Y �~ + PUBLIC WORKS REQUIRED SAWCUT, GRIND AND STD. PLAN — 110.3 w 'f,0,� DEPARTMENT OVERLAY FOR LONGITUDINAL TRENCHES FNTO APRIL 2008 .w airy NOTES RISER RING DIMENSIONS APPROXIMATE 1. Dimensions may vary according to manufacturer. A WEIGHTS 2' 'W (SIZE) 3" CASE 60 LEIS 3. Monument case to be installed by contractor. COVER 19 LBS 4. See WSDOT Standard Plan A-10.20 for Monument(brass disc)type to place in TOTAL 79 LEIS N' 2"O.D.galvanized pipe. 4 5/8' R. 3/8" DIAM D , I D D D CONCRETE BASE I 1" DIAM.4" R. a A SEC I IUN D D ° COVER aw °D ° 5 1/4.' R. D 4 3/4" R. 1 2" AW D D PLAN VIEW I 1 ACP Class B, or as approved by the Engineer. V-6" R. 1" 34- 5 314"R. M SECTION D o ° z °. D CASE _ N i CONCRETE BASE :���\\ \\�\\ ".� I 10 1 2" DIAM. SAND � {I r_99 12" DIAM. ISOMETRIC UNDISTURBED SOIL i X111 GROUT 16" 2"O.D.GALVANIZED /\i\ STEEL PIPE-NOTE 4 A SECTION O ' INSTALLATION M 8" DIAM. 9" DIAM. 1 4" yW SECTION SECTION OF LETTER RISER RING 1tY O +Ir. + . PUBLIC WORKS MONUMENT CASE STD. PLAN — 113 '6 DEPARTMENT AND COVER JUNE 2008 ar® �O! �E c x + 4 Cgs r2�y L7 H F o N_ 97q Irk `.) -: p �O a `Z '• +i�y�0 o W O..1 ' y O ^ �O u n of Of a cc J C a Z b O Z f- C7 B q � "'"°z g 'e o � �' BBgg a o = Q�� •8 ~ rtee ajA� � a C UJ F LP2 c jSA w ;� " Z .- lV f;! 1p ICI I I N 00 i n lu I N Q i n. I w O 1 w a LU f H i �u LU co '' w O l� °• O LL I P ° 1 0 CL 93 F v rrr � a M S i W a a w a W d 1 i V w Q Oh 1 1 V F 1 I YA 1 I I 1 1 1 %w W f I I w I 1 m I I I 1 1 1 I I z Q I 1 O J I 1 Z 1 1 1 I O 1 Z 1 O I I W 1 I 11 U I 1 N O W O ---- I 1 1 I 1 1 t I 1 1 1 1 I I 1 � 1 ' 1 1 1 I w 1 4w err w T MAY BE REMOVED a.r � • PLAN VIEW 40 3/4" DIA. SMOOTH BARS WITH ENDS WELDED TO BAR FRAME rtir r"' 3/4" DIA. BAR SPAC IN G BAR—FRAME END VIEW 2"X5" ANCHOR STRIPS WELDED TO 3/4" DIA. BAR—FRAME (4 PLACES) SPACED UNIFORMLY, FASTEN WITH 112" GALV. OR r NON—CORROSIVE BOLTS & NUTS. 1' MIN r T 3 ° Q1 I e vir � `3"-5" FOR 18" DIA. PIPE BEVELED PIPE 5"-8" FOR 24" DIA. COUPLING END SECTION 7"-9" FOR 30" DIA. AND GREATER SIDE VIEW MW as NOTES: 1. CMP* end—section shown 2. All steel parts must be galvanized and asphalt coated (Treatment 1 or better). ar *or CPEP smooth interior DEBRIS BARRIER — II aw FOR CONCRETE PIPE �Y o ADOPTED U\ CITY OF RENTON i STANDARD 6 N S DATE: 0��� DATE REVISION QYJAPPR—D DWG. NAME: BR10A SP PAGE: 13048 +r w 'lS3ll03NNOdn O3NIV16039AVWAdOOV 'NOILV1NOd O ^ -SNVHl dO1N3A11?1Vd30 31V1S NOlONIHSVM 3HL 1V MI-4 O O }W Y a „b ^ NO.Ld3?X SI N011V01iend HOd 03AOWdV ONV H33NION33HL �u C U AB03NOIS'7VNIOIH03HL'31VJ17dl1001NOHL0373NVlNA O M < O j Z n, 1N3WnOOC7 0NIH33NION31V937 V10N SI NV7d SIHL 3LON Q Z N ^a >�pa _ >-d o f"Z d' Q z0 a N O W U) „0 ,9 0 }w Y io z o &�� o W cd �= g U QzQ bi OM �� o >W W Z W .,9 -�LL `o� j� cal ` M W6 w W J o oC0 Wiz° j0 Og ��v Pfd �v? `� Z Z N Z a f ❑W�n o Za ® rt` { t`„ of v~i !O W N = u� a CL LU d u. w in N ¢va o aD W �� v'+C6 �� w Z a H w w ; n Ui z° W° M �s 3W o Rio ,/, d � E-W ¢ a. rr pW°— >LO Ul H G Q y C. W m ,� V Z W 3 Z °_ =z y f � U O 7 W W U ��✓// ~ ? U O �5 w (j W Z m � W w ww Z� z }, ¢ z „9 Z CO w U C9 Fw- OW W Q > (r W ❑(7 wmZ Z^ � w ¢ w W ��W a} w ~ ----------- --------------------- ---- Z > v v w —�— m g }•�. w {" C- Q QO w tr „0-,V „0-,9 >w W Wto w >w W a Q z > °J U F<- ❑� vmo 3 W z W fV O w M .. .°. , f1 M W > , - 9 N N Z p > W Z Z W O O LLJ F- - U Z R „ s w U) 0 o w W N i W p N U v� W a b „9 o 2 O `r X N— z ai °? Q z 110-19 0 CV) a) a) N Za .. N . o �� mow`" a �� _�' ami z� �w LL r W LO z UFO 3 3 n �c O '•- a u�N >o oz z0� U zc7z vCO a� w m U�� ui o} za L) Omw a� �� c`a ? a3i t�{ �„ M m o E Y 0� w Z� `�N co O QV Z U c N � wU C+�+ N x ° N N cn L- 2 � •- N C ¢W W W .L.+ O p�C NM O c� t1 W U U p �c O O C cm C,4 w¢ O, x O CD >,in t OO C j W H U cn (0 O VJ t9 O CO to L 2.0 O Z p CL= Q c ID V -0 O` = pm OUfn t0 ti Q o � � - rnra w Z mOL a -0 `� � o � W M Gol a� 2 m p c o cu CL N w U U rn a) cn 2 C C N N 0 W zg U W -10 N �� c °> oc cd vw <z o E- � co 3c�_ -O cn Uacl1 ¢-0 m z� O w "' F-00 F Z N Pli 0 F- LU Z Q U m H.6 0 w z CL U)w fn0 WSW > Zug U cr UU� `- U = aw T Own _ U) ww ZzU) w - a LL s- �w L) O a w H-� a s ZWS T oC? W p ch W" a „s og ��� U a Z a `�, W its Z W C, �accp jr co > V wW DUU Z W o H m W N O F H N s Y z r W O Q z ' I p w w 97 o z Z ; w W 9 ZO D Q w U z? W W .9 w ° „0-,9 „0-,9 y \ N w o w W O W o 'c zLL Q z w oz > in D > W U Qa ¢W z _ m rn 0 N O p > P Ci U W 00 w „9 Z LO w ¢W 0} U} Z (L a� z� ,o W ci z ., �� zw� ti z O �Z wwU¢ io c°n W c0i U J ^ w Q W 0 zL U z „9 Z¢ 0- w� U�p OZ w 2Q UW L) �a. >a w w p Z(1 =� W Ufn - i w a. Fn F- =nw ¢Zw Q O O (L w w „0-,9y ti GSM a E2 0 ttrwrr woormr mom UNNOr atrrmr UMrwr irrrr r ammo... +r.r $Now" wmur ow. .r wmmmo Mtttl0 Imom r omonia Mnomom N�U1 V l.S3Ab3NNOd/IO3NIV19039AVWAdOOV 'NOLLVIdOd C -SNM d01N3W1NVd3O3LV1SNOlONIWVM 3HL1V3•Ild '^ NO Ld3N SI'NOLLV017BNd NOd O3AONddV ONV a33NION33H1 W O Q f C V ^ A903N'JIS'7VNl'JIN03HL 3LH0lidNOOlNOlLL0313NV1/19 Q O W M a 1N3W IYJOOONM33NION37V037V10NSINV7d SIH1 '910N ra Lu U 0 �� & W Z o 1 �mm o zz LL oC� IL w W�.. ILZ o s og � ��� P� �� � Z ~ MZx m U IL a " m a N F- Z e W ,� Q O ® 3 i� l 1,t1., 00 E' V) O W N LL w w °o 111 ❑ W w (� O C7 ® ¢ d N LL �/� w �.� W W cow ,i �+� �� ~ V) '� Q U) Q W W (/� z o a o � o = f 00 > W `�� 4R®� W rL W a a I' � ❑m U W Q ¢ G1 w s w w Y it lV C) En V Z 3 z � ¢ CL m W a O 0 L) y w w ;� a � °a W > W z¢ a z fO o - z .� z 0 w 9 •. ° z0 it w z g fL' it lJJ m N w .� .10-9 w I- "' 0 lu m Lu °�.,Lu CO a)z w � w 1:1 O _ w C) o Ua O w=W V N o R�w a z 1- w z a o W ;Z U fO w O io H w^ 2 za IL z cn }� U za 0 w �o U) zW 111 w > >m Za s n o w ao (,� m 9 °: W p d �c? �w p 9 w , IL z ;� ,W . EE og ° a ° } Z � "' r 3w w2 XaXw >F- EEO WU pm ❑m WWM � _ W z07Z Umw Z�v W U 2 w W w U ..0-,5 X w uJ U LU z ui 0 m U W W U(5 1w- C)�cm Z^ Iw- zCs0 U=U' FW- �a 0�� LUcw w ,a0 ►-� W W w Z cn07 - w� z,, uimz Ww cn a0 `r-ww }a w z ^ ui❑CO QO aww z UU— wpW W Fo J >W ❑Us = ao Z p 22!2 <0 oI cl an >W Z Z ❑ Ola ❑ Q_ w d - - ❑ w U) io MW °� z m = iv a anfw V �- w ❑Ucn W iv W O 2 z fO N ..0-15 ..0-.9 a M ui w W s O � a � z �- z W ° ¢ o LL j s w z m Z m zQ r o U) a Q vM EL IL z , W U W w zz QO IL ¢� W t- LL o g Z -1 3 w a z w N za 1>>aw 9 >� > w Op(� ❑ a 0 m z Fn clan °m -------------- --------------- V � ,. My F--i W N z U LL Zo 15 V O 0 r U z 9 Z z z W U p O w w v > `° awn ., EE 0 W Ee- a } . i.) Cn O Go AV- W WQ c Ln Ir b ° --gad--- N 9 �..°. wow - W UZ LL ❑_ 0V) 0-.5 X LL 0 0 0 0 0 0 X m CV i•) ;t Lo i0 '1S.gnb3HNOdl103NIV16O39AVNAdO;IV 'NOLLV1HOd O -SNVHI dO1N3Nli1Vd3O31V1SNOlONIHSVM 3H11V37Id NO Ld3N SI'NOILVOI79IId HOd03AOHddVONVH33NION33H1 O /� C A903NOIS`NN191H03H1'31VJlid/lOO1NOH10373 NY1/19 _■ ,+ Q O 1N3N/10009NIH33Nl'JN37V937V10NSINV7d SIH1 MON `r 0 5 N c z a /y O ° o o N U o g r- l Y ^I W - ------- �'P� Ln .- d 0 1 p ; C O a Q lu 0 O C LL LLJ cr m 4R Q a W CD zLU a 3 Z fl; y DW H a gz °° o c oz OZ zw \ Z a b V ZQ Z v D U U. y� ❑ m U W h- L Cl �U) WW Z 0 OOw LL LL w Elf W Q w W IL m❑� F' N Q>> OG MOM U U)0Z Z � z— - - O Z �¢00 z N W W --- - U fV z „9 „£ J, L _ pG N tL' of OG R' N cc m co L L � �/L w L Z z �O Z _ r — W O r----- W 0 _ r----- n. 0 F- z z F- z ul W W fit N � „9 „9 „£ ? l OG Q f� •- a Na Mn, W N W N W N co (D as co (D a. as N � ' SN3Vno-1118 :L o AIA1 VHQ `AVOW awe. +ter tr w"o mw r awmwo ■ WAVO ummwmIw ftnommr wN lm w .wwr.Y a-wo rY -mil 0rr00 "Onow —mot anwa+ 1S3l1O3HNOdl03NIV18039AMAdOOV 'NOILV12iOd -SNML dO1N314LHVd303LV1S NOlONIHSVM 3HL 1V 371d co NOld3xsi'NOIIVOli6Nd NOd03AONddYONVM33NION33HL 1 O C AB O3NOIS WNI01H03HL'3LV017dnO OINOUL0373 NVUi9 O M QO _O 1N3W lIOOOONR133NION37VO37V10NSINV7d SIHL 3LON 0 O o N Z O y c0 Q N r U o ��(� � G�o� P���� o = m a cu I, Er- ►1 w Q d w o L N x+ �r� 1�.. �I a►. Z ii A O OW 'w g O p yN Q (� V O N W W 1C c7 C r✓' '� '� w z o U) N c �0 �b�s �w�� w A uW=i 0 m g tu o v E �B'8 pROJ 0 Q a p '2 m Q a Ca m w (D aW a 3 I— Ln CU ca F f� 0 z I- .E LLI O w J J_ (O 3 I � W U) O U w J _m a � a > a J J 2 m C7 a w H ago H W F— g W°zw > _Q 0 a_ J �a O a m U M❑ U �_ W U w HaU w m0 W U)zco MJ W U) N N (n}} W r r <W Z Z LL. 1— W d� i 0 -- -------------------------- — / � V- r LU - --------------------------- ----------L-- 0 r LL C U) „UL Z 'NIW.,b -NIW J OL „Z .17-.c Q W_ z 41 a z 0 0 o z 0 a „s-Z .,e N . a a o a s P4 • . o e - a � O O A o a a d o 4 z 0 i ° V G < , _ A W 4 a d a d a d U) o - a o - a H U) O a o tQH C7—W m C7 pWZ w 2 O 2 U U U) Z LU LL I U Z O U x co sN3NAa,11e :.Xa MKAVda ■UNNOW +.ww.. iftwm . ■.,i„o minor UWAVO o■... "Mmomw ..r ....r ....r ex..Nmw UWMWW mow+ --m4w ■rrr+ "Wavo --"o wommo r•+ � N Q N a) '1S-4nb3tl NOdn(IgNIV1803SAYWAdOOY 'NOLLV1NOd 0 @ -SNVNl dO1N3W1NVd3031V1S NOlONIHSVM 3N11Y371d cc r 0 w ++ ` € = x 3 NO 1d3NSI NOLLY0179Nd SOd03AOWdYONVN33NI9N33N1 0 0 C _� y y�L ° C — Co p - N t-' A903NOIS`NN1O1NO3N1'31YJ1id0001NOamu NV1NS a O C 0 .�+ U 0. .=Q ii 00- 0) -L LO Q 1N3WlI000ONR133N1`JN37V937 YlON SI NYId SIN! 310N G cc+. a m 3 ° mm� (oa) ° m > > e, O Z O a)�+� N ° c .CLO C CL co `)L °ZOO ax a) N 4�� a�� O h ° Q Cc cm-D co r-m� aa) rnQ 3,0 0 E o �d Z m �� c�G®�CoC� (7 v- ° = w t 3 a v, I m a) �. o `� v? T z m rn : o o a) c c rn€ 370r N ° @�' Z �d °' Z U D E Eoa '� � Na�� rn ° m� COO nix � o-o *•1;, �F -� w yW 4 N a tW o o M c x >... c p CL ° -0 o 5 u) +- ti a en v, z d W e v �. c O a p 'cc a) 'n — to E m— a._ N O� cc o ' a� ® -=i ° ° 5 c ''3 cn� o EY Q o ac0 LLB ao =N t� O. LL '�.� On EL � 'm c`acco� cn ° � `- vim ° c ✓ s' w w O °W 0) N C tT LO �• .�+— W a)t a) a 'N p O ftii•- Vj. of L W In ` •` m p"- c`o m"- m cvia� 'ca o atoi 3`� a� ®.� �s tip' X �1 � _ � m c m 1- v r'N o m ° �' a) o o�w a�oi o �v =°`moo' `m ° �� 4R®� w a a O 4) p = 'j L C x ++ N 'a a) QC Q C1 m r a)i O O' 0 am a) v a) N� o-0 O ° O N C c " G h o o a) ° �' o m °� ° o cZL m ° o 0 � uwi r� a 3 rnrcco �� a).6 xo,— c x o ° o ° NO3 L (D0:3 m >, o0-J cNO � �� � o H � � 3c`oiNo Z`m E 0o L ta4)imc ,n a� H ° oc .0 a) tea) of0 3 aa0i ELM Wc°n1 m E °? yQ m 5-0% E � c o m o ° N cr)= C o cc as— o x c o a CL 3: 4) o EL ca @ o aa)) (D co `o 'er L x �� Ea mV 3 c ox o`o a Na y T "F-Cn Y N 7 V d' W CnU� O L 0 O (6•� N M N v 0) 7 "'' O'aJ ° J J �")ZW o QZ O c F-- cu N � — aLi 0 E4m oQ._ Qom .... m E E QcN = N / c, / J 0 W J Q Z r (V M D 10 �O U W m� W w� r H W W N m W Z ~Z ~az � � 5W z�t� N yU D)U) W zNVV' N X a �W J3o N a =c� F-W al- Z2 O �fr m Q Q CL W J W J W Nom= ®• ®- O M 0 0 a U x O_ �Q Q W W _ m U Q� Xw _ �O J N d C7 J - �OF-N (�NJ W � N x x V FF-Q-WWW F- N � < � � �_ � aAWZ Wr inQ ¢ a � OOti WN Q _ vM CID CO Cn Li cn m w d W CL ` J N J N ° W _ W ® ® WO 0 7-0, 0)� } rr m U � Q 0 0 0 .......................................':,..... ............ ui . � a J ® ® as W `.. g® ... i-- : U U) U ...... �ui Q Q ui J r IL—N v� © GQ= ola wZ �otf .••''"'� WWm co Q� w �F-- 1 xx W U UU WWF- �U WZ Cl) ¢GNU OUFS'p.Z ��d 9v z WCV LLU(ny�0WO �wS: Wok m �QU ~F- LL OJ LU Y N 'ct V ►W 7-7 U) CnU)F- -F- U)w(L x N� a= �N UO C/)< - J�ZWCWi) =CQ7 CD �U bo J t J— i ycnl JWJ M r Iwm° a pzI ZwJ o r K ° of �G1JZ OU" �.6 = vWao mNWO Xrf ZO F-Q =�~ Q ZQ mo (D C/3 =U W co J Q =UW^ • _ Q as F-N M�~r Q H inF" NZF. W Z(VVV W° xJVLL O O toW MOm00 IL MU a 0 J J ON O a W,:: Ow - W V-- 0 m W m U ~W wwN - U - = Y p H } U M d _ atn U IW p !- 7 X X W 1- W x M M m�fn W 00U N Q Q ��, O °a Moos - = 3cn � ® a CD 00 M N - x J,� \ _ ......... ........ --. ate-- Cl) Z W F---0 } am 0 mmc) / �.......... W Z W U) ¢o Q ya OU F- a LL a� 0 w U o F-0- ..............................................® .......:°'•.• m 0 cw O /per H�Iff�a�lvyW :a a nIn1V21Q .. . raw (ar r�.r r�r lilri.rt err 1�rr i�w �... wn.rr �r .rr err rr +r�Ir �.� �� �r�nr A.rr�r +rrrri 1S3l10327NOdnO3NIV1S030AVNAdOOY 'NOILVIdOd Q Q'Q -SNVWdO1 N3n-WVd3O31V1SNO1ONlh'SVM3HL1V371d O O QQ O 0 NABS 09NOIS`NNISIN03HL'wvonddnO Nmuoa 3NV1NA O a O �W O 1N3NN000ONM3NION37V 037V10NSINV7d SIHL MON H O F o z 6 M• & Q O W j o g W - Cl d '� w U o / W J c Q r Y O �G`���o P���v� N r = m • J C� iLL- - Z �� rasa m d to o g W a Ii ` � Z �y�// d Q LL W V M. W w ® x Q. ON U C w • 1 //ZZn� w ti �° o EE IL Ci c a m a a \ cn f� a 1:0 H o m mw0 J_ zwz m ❑ ¢ W °UW U) W Q W J 0 0 3:— ?� N ooW a N z QZ o F- D EL W J_ R'Q U) 0 w O L yQ J ------- 0d N z X gw< a� O �Z J Q z Z O a❑u- a W: -------------- w 00 g 0 m CO W CL 0 I ------------- v~i _ p wO LL v❑~i ~ W m w W = ? Q to Q O Z o V = W J U) Z Cl) W Z 3d.11 T W 4 t m � Li a m £- O z Z U „ £ cu')) x0 LL w m "' W o w� z J w �: = Q ..0-.£ LL ca N a J O U L 3d.11 -- -- �� — p U)O Q o° Uo o 3 a J Q WO Z O a. �� H H „�',Z w _ Cl) a 9 N Q o L 3dAl — — w > ZO LL W W Xw W ID O w � ml-" Jr LLJ m/ W wz HO w�. ��£-�£ � .L Qw pz oZ Q Itn .. 3m w� a N o� �� z 7 � LL ° o z �r CD WW �w co ❑ 2❑ CO= w vw J to a. a F w W z O �Q ti =Q W ml -- a W LD o N m r c� z a w [D Q 0 °z U) O = O J cn J m 1n _ W z Q a 4/£4 °'m Z w J ui N c U W ® V co Z H Q H Z W W °D J CWC oLL c � JIWN }� o o } o o IL r w �l I p ® J o z = 1— _0 J 2 a g z w r d N N Q D Qzo ad 0 IL m QJ � = 2 '- N N �p J w - N r fr I iV -x o—. —_I — , o o IL z N 0CD �J i � — � j LL 9L/L L ���� m v>irncz u)4vw :tA�I ma „6/Lf z-1 �j 1,9v'WWAS .,Z/L L n= .314 9 mmmw fammw r wwwwo momma Y M OMMO Ir..rl MNNOrr r..�. .,...r '< ■....r me-~ Mwwwo "ONOW ....w r..Nr ...or +N.ww m LO p as p) o Z o x 0 2, _' , C� A C pp 00w0 Z wi,, O O O c WZFQ wig Z F Q N 03 U) O Zm Hy0a Q Qy; . W U `o W c¢i g W W = -' ate) ::3 w w�ir LL QA.a {Y Z �' E p U1 C U w l r N6�y W CO) a) _� p W o�q� 1i d Q F- ° _Ac a) j 60 L L L APPENDIX A: PREVAILING MINIMUM HOURLY A OU WAGE RATES L L L t L i L State of Washington ., DEPARTMENT OF LABOR AND INDUSTRIES Prevailing Wage Section-Telephone(360)902-5335 PO Box 44540,Olympia,WA 98504-4540 w Washington State Prevailing Wage Rates For Public Works Contracts The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects,workers'wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements is provided on the Benefit Code Key. KING COUNTY Effective 08-31-08 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code rr ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $38.41 1H 5D BOILERMAKERS JOURNEY LEVEL $33.32 1 BRICK AND MARBLE MASONS JOURNEYLEVEL $45.05 1M 5A CABINET MAKERS(IN SHOP) ow JOURNEY LEVEL $16.67 1 CARPENTERS ACOUSTICAL WORKER $46.32 1M 5D r BRIDGE,DOCK AND WARF CARPENTERS $46.16 1M 5D CARPENTER $46.16 1M 5D CREOSOTED MATERIAL $46.25 1 M 5D DRYWALL APPLICATOR $46.42 1M 5D No FLOOR FINISHER $45.98 1 M 5D FLOOR LAYER $45.98 1M 5D FLOOR SANDER $45.98 1M 5D No MILLWRIGHT AND MACHINE ERECTORS $47.16 1M 5D PILEDRIVERS, DRIVING,PULLING,PLACING COLLARS AND WELDING $46.36 1M 5D SAWFILER $45.98 1M 5D r SHINGLER $45.98 1M 5D STATIONARY POWER SAW OPERATOR $45.98 1M 5D STATIONARY WOODWORKING TOOLS $45.98 1M 5D CEMENT MASONS aw JOURNEY LEVEL $46.81 1M 5D DIVERS&TENDERS DIVER $92.31 1M 5D 8A DIVER TENDER $49.84 1M 5D DREDGE WORKERS ASSISTANT ENGINEER $47.09 IT 5D 8L a+w ASSISTANT MATE(DECKHAND) $46.58 IT 5D 8L BOATMEN $47.09 IT 5D 8L ENGINEER WELDER $47.14 IT 5D 8L LEVERMAN, HYDRAULIC $48.71 IT 5D 8L MAINTENANCE $46.58 IT 5D 8L MATES $47.09 IT 5D 8L OILER $46.71 IT 5D 8L .r DRYWALL TAPERS JOURNEY LEVEL $46.04 1E 5P ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEY LEVEL $18.69 1 ow Pagel low KING COUNTY Effective 08-31-08 ********************************************************************************************************** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ELECTRICIANS-INSIDE CABLE SPLICER $58.34 1E 5A CABLE SPLICER(TUNNEL) $62.86 1E 5A CERTIFIED WELDER $56.29 1E 5A �IIY CERTIFIED WELDER(TUNNEL) $60.60 1E 5A CONSTRUCTION STOCK PERSON $28.83 1E 5A JOURNEY LEVEL $54.25 1E 5A JOURNEY LEVEL(TUNNEL) $58.48 1E 5A ELECTRICIANS-MOTOR SHOP CRAFTSMAN $15.37 2A 6C JOURNEY LEVEL $14.69 2A 6C ELECTRICIANS-POWERLINE CONSTRUCTION CABLE SPLICER $56.53 4A 5A CERTIFIED LINE WELDER $51.64 4A 5A » GROUNDPERSON $37.15 4A 5A HEAD GROUNDPERSON $39.19 4A 5A HEAVY LINE EQUIPMENT OPERATOR $51.64 4A 5A JACKHAMMER OPERATOR �Mlr $39.19 4A 5A JOURNEY LEVEL LINEPERSON $51.64 4A 5A LINE EQUIPMENT OPERATOR $43.83 4A 5A POLE SPRAYER $51.64 4A 5A POWDERPERSON $39.19 4A 5A ELECTRONIC TECHNICIANS ELECTRONIC TECHNICIANS JOURNEY LEVEL $31.00 1 ELEVATOR CONSTRUCTORS MECHANIC $60.85 4A 6Q MECHANIC IN CHARGE $66.25 4A 6Q FABRICATED PRECAST CONCRETE PRODUCTS ALL CLASSIFICATIONS $13.15 2K 513 FENCE ERECTORS FENCE ERECTOR $18.71 1 FENCE LABORER $12.77 1 FLAGGERS JOURNEY LEVEL $32.41 1H 5D GLAZIERS JOURNEY LEVEL $45.20 1H 5G HEAT&FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $47.58 1S 5J HEATING EQUIPMENT MECHANICS MECHANIC $33.65 1 HOD CARRIERS&MASON TENDERS at JOURNEY LEVEL $39.25 1H 5D INDUSTRIAL ENGINE AND MACHINE MECHANICS MECHANIC $15.65 1 INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL $9.24 1 INLAND BOATMEN CAPTAIN $38.87 1K 513 COOK $32.73 1K 513 DECKHAND $32.42 1K 513 ENGINEER/DECKHAND $35.20 1K 513 MATE,LAUNCH OPERATOR $36.85 1K 513 Page 2 KING COUNTY • Effective 08-31-08 ********************************************************************************************************** (See Benefit Code Key) WW Over PREVAILING Time Holiday Note Classification WAGE Code Code Code .r INSPECTION/CLEANING/SEALING OF SEWER&WATER SYSTEMS BY REMOTE CONTROL CLEANER OPERATOR,FOAMER OPERATOR $31.49 1 GROUT TRUCK OPERATOR $11.48 1 01110 GROUT OPERATOR $24.91 1 TECHNICIAN $19.33 1 TV TRUCK OPERATOR $20.45 1 dw INSULATION APPLICATORS JOURNEY LEVEL $46.16 1M 5D IRONWORKERS to JOURNEY LEVEL $47.92 10 5A LABORERS ASPHALT RAKER $38.77 1 H 5D BALLAST REGULATOR MACHINE $38.41 1H 5D 'm BATCH WEIGHMAN $32.41 1H 5D BRUSH CUTTER $38.41 1H 5D BRUSH HOG FEEDER $38.41 1H 5D AW BURNERS $38.41 1H 5D CARPENTER TENDER $38.41 1H 5D CASSION WORKER $39.25 1H 5D "W CEMENT DUMPER/PAVING $38.77 1H 5D CEMENT FINISHER TENDER $38.41 1H 5D CHANGE-HOUSE MAN OR DRY SHACKMAN $38.41 1H 5D CHIPPING GUN(OVER 30 LBS) $38.77 1H 5D '0 CHIPPING GUN(UNDER 30 LBS) $38.41 1H 5D CHOKER SETTER $38.41 1H 5D CHUCK TENDER $38.41 1 H 5D rr CLEAN-UP LABORER $38.41 1H 5D CONCRETE DUMPER/CHUTE OPERATOR $38.77 1H 5D CONCRETE FORM STRIPPER $38.41 1H 5D r CONCRETE SAW OPERATOR $38.77 1H 5D CRUSHER FEEDER $32,41 1H 5D CURING LABORER $38.41 1H 5D DEMOLITION,WRECKING&MOVING(INCLUDING CHARRED MATERIALS) $38.41 1H 5D wo DITCH DIGGER $38.41 1H 5D DIVER $39.25 1H 5D DRILL OPERATOR(HYDRAULIC,DIAMOND) $38.77 1H 5D 'Aw DRILL OPERATOR,AIRTRAC $39.25 1 H 5D DUMPMAN $38.41 1H 5D EPDXY TECHNICIAN $38.41 1 H 5D EROSION CONTROL WORKER $38.41 1H 5D to FALLER/BUCKER,CHAIN SAW $38.77 1H 5D FINAL DETAIL CLEANUP(i.e.,dusting,vacuuming,window cleaning;NOT $29.94 1 H 5D construction debris cleanup) MW FINE GRADERS $38.41 1H 5D FIRE WATCH $32.41 1H 5D FORM SETTER $38.41 1H 5D GABION BASKET BUILDER $38.41 1H 5D law GENERAL LABORER $38.41 1H 5D GRADE CHECKER&TRANSIT PERSON $38.77 1H 5D GRINDERS $38.41 1H 5D ow GROUT MACHINE TENDER $38.41 1H 5D Page 3 KING COUNTY Effective 08-31-08 ********************************************************************************************************** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code GUARDRAIL ERECTOR $38.41 1H 5D HAZARDOUS WASTE WORKER LEVEL A $39.25 1H 5D HAZARDOUS WASTE WORKER LEVEL B $38.77 1H 5D HAZARDOUS WASTE WORKER LEVEL C $38.41 1H 5D IWlli HIGH SCALER $39.25 1H 5D HOD CARRIER/MORTARMAN $38.77 1H 5D JACKHAMMER $38.77 1H 5D LASER BEAM OPERATOR $38.77 1H 5D MANHOLE BUILDER-MUDMAN $38.77 1H 5D MATERIAL YARDMAN $38.41 1 H 5D MINER $39.25 1H 5D NOZZLEMAN,CONCRETE PUMP,GREEN CUTTER WHEN USING HIGH $38.77 1H 5D PRESSURE AIR&WATER ON CONCRETE&ROCK,SANDBLAST,GUNITE, SHOTCRETE,WATER BLASTER PAVEMENT BREAKER $38.77 1 H 5D PILOT CAR $32.41 1 H 5D PIPE POT TENDER $38.77 1H 5D PIPE RELINER(NOT INSERT TYPE) $38.77 1H 5D fm PIPELAYER&CAULKER $38.77 1H 5D PIPELAYER&CAULKER(LEAD) $39.25 1 H 5D PIPEWRAPPER $38.77 1H 5D go POT TENDER $38.41 1 H 5D POWDERMAN $39.25 1H 5D POWDERMAN HELPER $38.41 1H 5D POWERJACKS $38.77 1H 5D Iii RAILROAD SPIKE PULLER(POWER) $38.77 1H 5D RE-TIMBERMAN $39.25 1H 5D RIPRAP MAN $38.41 1H 5D ag RODDER $38.77 1H 5D SCAFFOLD ERECTOR $38.41 1H 5D SCALE PERSON $38.41 1H 5D SIGNALMAN $38.41 1H 5D SLOPER(OVER 20") $38.77 1 H 5D SLOPERSPRAYMAN $38.41 1H 5D SPREADER(GLARY POWER OR SIMILAR TYPES) $38.77 1H 5D SPREADER(CONCRETE) $38.77 1H 5D STAKE HOPPER $38.41 1H 5D STOCKPILER $38.41 1H 5D TAMPER&SIMILAR ELECTRIC,AIR&GAS $38.77 1H 5D TAMPER(MULTIPLE&SELF PROPELLED) $38.77 1H 5D TOOLROOM MAN(AT JOB SITE) $38.41 1H 5D TOPPER-TAILER $38.41 1H 5D TRACK LABORER $38.41 1H 5D TRACK LINER(POWER) $38.77 1H 5D TRUCK SPOTTER $38.41 1H 5D t1 TUGGER OPERATOR $38.77 1H 5D VIBRATING SCREED(AIR,GAS,OR ELECTRIC) $38.41 1H 5D VIBRATOR $38.77 1H 5D go VINYL SEAMER $38.41 1 H 5D WELDER $38.41 1H 5D WELL-POINT LABORER $38.77 1H 5D Page 4 KING COUNTY Ow Effective 08-31-08 ********************************************************************************************************** (See Benefit Code Key) so Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ww LABORERS-UNDERGROUND SEWER&WATER GENERAL LABORER $38.41 1H 5D PIPE LAYER $38.77 1H 5D LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN SPRINKLER INSTALLERS $13.56 1 LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS $28.17 1 LANDSCAPING OR PLANTING LABORERS $17.87 1 low LATHERS JOURNEY LEVEL $46.42 1M 5D METAL FABRICATION(IN SHOP) wo FITTER $15.86 1 LABORER $9.78 1 MACHINE OPERATOR $13.04 1 ar PAINTER $11.10 1 WELDER $15.48 1 MODULAR BUILDINGS CABINET ASSEMBLY $11.56 1 Ow ELECTRICIAN $11.56 1 EQUIPMENT MAINTENANCE $11.56 1 PLUMBER $11.56 1 wr PRODUCTION WORKER $9.40 1 TOOL MAINTENANCE $11.56 1 UTILITY PERSON $11.56 1 No WELDER $11.56 1 PAINTERS JOURNEY LEVEL $33.94 213 5A PLASTERERS o ' JOURNEY LEVEL $44.83 1R 56 PLAYGROUND&PARK EQUIPMENT INSTALLERS JOURNEY LEVEL $8,42 1 ,M PLUMBERS&PIPEFITTERS JOURNEY LEVEL $59.24 1G 5A POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $44.64 IT 5D 8L `aw BACKHOE,EXCAVATOR,SHOVEL (3 YD&UNDER) $47.42 IT 5D 8L BACKHOE,EXCAVATOR,SHOVEL (OVER 3 YD&UNDER 6 YD) $47.91 IT 5D 8L BACKHOE, EXCAVATOR,SHOVEL(6 YD AND OVER WITH ATTACHMENTS) $48.46 IT 5D 8L ON BACKHOES, (75 HP&UNDER) $47.00 IT 5D 8L BACKHOES, (OVER 75 HP) $47.42 IT 5D 8L BARRIER MACHINE(ZIPPER) $47.42 IT 5D 8L w BATCH PLANT OPERATOR,CONCRETE $47.42 IT 5D 8L BELT LOADERS(ELEVATING TYPE) $47.00 IT 5D 8L BOBCAT(SKID STEER) $44.64 IT 5D 8L BROOMS $44.64 IT 5D 8L dw BUMP CUTTER $47.42 IT 5D 8L CABLEWAYS $47.91 IT 5D 8L CHIPPER $47.42 IT 5D 8L 1w COMPRESSORS $44.64 IT 5D 8L CONCRETE FINISH MACHINE-LASER SCREED $44.64 IT 5D 8L CONCRETE PUMPS $47.00 IT 5D 8L +rr CONCRETE PUMP-TRUCK MOUNT WITH BOOM ATTACHMENT $47.42 IT 5D 8L CONVEYORS $47.00 IT 5D 8L Page 5 me KING COUNTY Effective 08-31-08 ********************************************************************************************************** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code CRANES, THRU 19 TONS,WITH ATTACHMENTS $47.00 IT 5D 8L CRANES, 20-44 TONS,WITH ATTACHMENTS $47.42 IT 5D 8L CRANES, 45 TONS-99 TONS, UNDER 150 FT OF BOOM(INCLUDING JIB $47.91 IT 5D 8L WITH ATACHMENTS) CRANES, 100 TONS-199 TONS,OR 150 FT OF BOOM(INCLUDING JIB $48.46 IT 5D 8L WITH ATTACHMENTS) CRANES,200 TONS TO 300 TONS,OR 250 FT OF BOOM(INCLUDING JIB $47.03 IT 5D 8L WITH ATTACHMENTS) CRANES,A-FRAME, 10 TON AND UNDER $44.64 IT 5D 8L CRANES,A-FRAME,OVER 10 TON $47.00 IT 5D 8L CRANES,OVER 300 TONS,OR 300'OF BOOM INCLUDING JIB WITH $47.09 IT 5D 8L ATTACHMENTS tM►� CRANES,OVERHEAD,BRIDGE TYPE(20-44 TONS) $47.42 IT 5D 8L CRANES,OVERHEAD,BRIDGE TYPE(45-99 TONS) $47.91 IT 5D 8L CRANES,OVERHEAD,BRIDGE TYPE(100 TONS&OVER) $48.46 IT 5D 8L CRANES,TOWER CRANE UP TO 175'IN HEIGHT,BASE TO BOOM $48.46 IT 5D 8L CRANES,TOWER CRANE OVER 175'IN HEIGHT,BASE TO BOOM $47.03 IT 5D 8L CRUSHERS $47.42 IT 5D 8L DECK ENGINEER/DECK WINCHES(POWER) $47.42 IT 5D 8L DERRICK,BUILDING $47.91 IT 5D 8L DOZERS,D-9&UNDER $47.00 IT 5D 8L DRILL OILERS-AUGER TYPE,TRUCK OR CRANE MOUNT $47.00 IT 5D 8L DRILLING MACHINE $47.42 IT 5D 8L ELEVATOR AND MANLIFT,PERMANENT AND SHAFT-TYPE $44.64 IT 5D 8L EQUIPMENT SERVICE ENGINEER(OILER) $47.00 IT 5D 8L FINISHING MACHINE/BIDWELL GAMACO AND SIMILAR EQUIP $47.42 IT 5D 8L FORK LIFTS,(3000 LBS AND OVER) $47.00 IT 5D 8L FORK LIFTS,(UNDER 3000 LBS) $44.64 IT 5D 8L GRADE ENGINEER $47.00 IT 5D 8L w GRADECHECKER AND STAKEMAN $44.64 IT 5D 8L GUARDRAIL PUNCH $47.42 IT 5D 8L HOISTS,OUTSIDE(ELEVATORS AND MANLIFTS),AIR TUGGERS $47.00 IT 5D 8L HORIZONTAUDIRECTIONAL DRILL LOCATOR $47.00 IT 5D 8L HORIZONTAUDIRECTIONAL DRILL OPERATOR $47.42 IT 5D 8L HYDRALIFTS/BOOM TRUCKS(10 TON&UNDER) $44.64 IT 5D 8L HYDRALIFTS/BOOM TRUCKS(OVER 10 TON) $47.00 IT 5D 8L LOADERS,OVERHEAD(6 YD UP TO 8 YD) $47.91 IT 5D 8L LOADERS,OVERHEAD(8 YD&OVER) $48.46 IT 5D 8L LOADERS,OVERHEAD(UNDER 6 YD),PLANT FEED $47.42 IT 5D 8L LOCOMOTIVES,ALL $47.42 IT 5D 8L MECHANICS,ALL $47.91 IT 5D 8L MIXERS,ASPHALT PLANT $47.42 IT 5D 8L MOTOR PATROL GRADER(FINISHING) $47.42 IT 5D 8L MOTOR PATROL GRADER(NON-FINISHING) $47.00 IT 5D 8L MUCKING MACHINE,MOLE,TUNNEL DRILL AND/OR SHIELD $47.91 IT 5D 8L OIL DISTRIBUTORS,BLOWER DISTRIBUTION AND MULCH SEEDING $44.64 IT 5D 8L ' OPERATOR PAVEMENT BREAKER $44.64 IT 5D 8L PILEDRIVER(OTHER THAN CRANE MOUNT) $47.42 IT 5D 8L PLANT OILER(ASPHALT,CRUSHER) $47.00 IT 5D 8L POSTHOLE DIGGER,MECHANICAL $44.64 IT 5D 8L POWER PLANT $44.64 IT 5D 8L PUMPS,WATER $44.64 IT 5D 8L Page 6 KING COUNTY .�. Effective 08-31-08 ********************************************************************************************************** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code QUAD 9,D-10,AND HD-41 $47.91 IT 5D 8L REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $47.91 IT 5D 8L EQUIP RIGGER AND BELLMAN $44.64 IT 5D 8L rr ROLLAGON $47.91 IT 5D 8L ROLLER,OTHER THAN PLANT ROAD MIX $44.64 IT 5D 8L ROLLERS,PLANTMIX OR MULTILIFT MATERIALS $47.00 IT 5D 8L o' ROTO-MILL, ROTO-GRINDER $47.42 IT 5D 8L SAWS,CONCRETE $47.00 IT 5D 8L SCRAPERS-SELF PROPELLED,HARD TAIL END DUMP,ARTICULATING $47.42 IT 5D 8L OFF_MeOA D EQUIPI AIE"JT(UNDER 45 YD) �r SCRAPERS-SELF PROPELLED,HARD TAIL END DUMP,ARTICULATING $47.91 IT 5D 8L OFF-ROAD EQUIPMENT(45 YD AND OVER) SCRAPERS,CONCRETE AND CARRY ALL $47.00 IT 5D 8L SCREED MAN $47.42 IT 5D 8L SHOTCRETE GUNITE $44.64 IT 5D 8L SLIPFORM PAVERS $47.91 IT 5D 8L SPREADER,TOPSIDE OPERATOR-BLAW KNOX $47.42 IT 5D 8L 'w SUBGRADE TRIMMER $47.42 IT 5D 8L TOWER BUCKET ELEVATORS $47.00 IT 5D 8L TRACTORS,(75 HP&UNDER) $47.00 IT 5D 8L as TRACTORS,(OVER 75 HP) $47.42 IT 5D 8L TRANSFER MATERIAL SERVICE MACHINE $47.42 IT 5D 8L TRANSPORTERS,ALL TRACK OR TRUCK TYPE $47.91 IT 5D 8L am TRENCHING MACHINES $47.00 IT 5D 8L TRUCK CRANE OILER/DRIVER(UNDER 100 TON) $47.00 IT 5D 8L TRUCK CRANE OILER/DRIVER(100 TON&OVER) $47.42 IT 5D 8L TRUCK MOUNT PORTABLE CONVEYER $47.42 IT 5D 8L +ter WHEEL TRACTORS,FARMALL TYPE $44.64 IT 5D 8L YO YO PAY DOZER $47.42 IT 5D 8L POWER EQUIPMENT OPERATORS-UNDERGROUND SEWER&WATER ww (SEE POWER EQUIPMENT OPERATORS) POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE $37.61 4A 5A SPRAY PERSON $35.73 4A 5A TREE EQUIPMENT OPERATOR $36.19 4A 5A TREE TRIMMER $33.69 4A 5A TREE TRIMMER GROUNDPERSON $25.43 4A 5A 'w REFRIGERATION&AIR CONDITIONING MECHANICS MECHANIC $56.21 1G 5A RESIDENTIAL BRICK&MARBLE MASONS JOURNEY LEVEL $27.05 1 RESIDENTIAL CARPENTERS JOURNEY LEVEL $23.47 1 RESIDENTIAL CEMENT MASONS wo JOURNEY LEVEL $22.64 1 RESIDENTIAL DRYWALL TAPERS JOURNEY LEVEL $46.04 1E 5P wr RESIDENTIAL ELECTRICIANS JOURNEY LEVEL $26.24 1 RESIDENTIAL GLAZIERS rr. JOURNEYLEVEL $31.99 1H 5G Page 7 r. KING COUNTY >rr Effective 08-31-08 ********************************************************************************************************** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL $17.60 1 RESIDENTIAL LABORERS JOURNEY LEVEL $18.12 1 ri RESIDENTIAL PAINTERS JOURNEY LEVEL $18.36 1 RESIDENTIAL PLUMBERS&PIPEFITTERS JOURNEY LEVEL $22.95 1 RESIDENTIAL REFRIGERATION&AIR CONDITIONING MECHANICS JOURNEY LEVEL $56.21 1G 5A RESIDENTIAL SHEET METAL WORKERS JOURNEY LEVEL(FIELD OR SHOP) $19.48 1 RESIDENTIAL SOFT FLOOR LAYERS JOURNEY LEVEL $37.08 1B 5A RESIDENTIAL SPRINKLER FITTERS(FIRE PROTECTION) JOURNEY LEVEL $31.01 1B 5C RESIDENTIAL TERRAZZO/TILE FINISHERS JOURNEY LEVEL $26.30 1 RESIDENTIAL TERRAZZO/TILE SETTERS JOURNEY LEVEL $43.61 1M 5A ROOFERS JOURNEY LEVEL $38.28 1R 5A USING IRRITABLE BITUMINOUS MATERIALS $41.28 1R 5A SHEET METAL WORKERS JOURNEY LEVEL(FIELD OR SHOP) $54.07 1 E 6L SHIPBUILDING&SHIP REPAIR BOILERMAKER $32.56 1H 6W CARPENTER $30.91 1B 6X ELECTRICIAN $30.34 1B 6X HEAT&FROST INSULATOR $47.58 1S 5,1 LABORER $29.24 113 6X MACHINIST $30.27 113 6X OPERATOR $32.66 1B 6X PAINTER $30.24 1B 6X PIPEFITTER $30.30 1B 6X RIGGER $30.17 16 6X SANDBLASTER $29.24 1B 6X SHEET METAL $28.90 113 6X SHPFITTER $30.32 1B 6X TRUCKER $30.13 1B 6X WAREHOUSE $30.19 113 6X WELDER/BURNER $30.32 1B 6X SIGN MAKERS&INSTALLERS(ELECTRICAL) SIGN INSTALLER $22.92 1 SIGN MAKER $21.36 1 SIGN MAKERS&INSTALLERS(NON-ELECTRICAL) SIGN INSTALLER $27.28 1 SIGN MAKER $33.25 1 SOFT FLOOR LAYERS JOURNEY LEVEL $37.08 1B 5A SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $12.44 1 5S Page 8 KING COUNTY ..w Effective 08-31-08 ********************************************************************************************************** (See Benefit Code Key) arw Over PREVAILING Time Holiday Note Classification WAGE Code Code Code SPRINKLER FITTERS(FIRE PROTECTION) JOURNEY LEVEL $57.29 1X 5C STAGE RIGGING MECHANICS(NON STRUCTURAL) JOURNEY LEVEL $13.23 1 SURVEYORS CHAIN PERSON $9.35 1 INSTRUMENT PERSON $11.40 1 ww PARTY CHIEF $13.40 1 TELECOMMUNICATION TECHNICIANS TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $22.76 1 TELEPHONE LINE CONSTRUCTION-OUTSIDE CABLE SPLICER $31.46 2B 5A HOLE DIGGER/GROUND PERSON $17.58 2B 5A wr INSTALLER(REPAIRER) $30.17 2B 5A JOURNEY LEVEL TELEPHONE LINEPERSON $29.26 2B 5A SPECIAL APPARATUS INSTALLER 1 $31.46 2B 5A SPECIAL APPARATUS INSTALLER II $30.82 2B 5A `r TELEPHONE EQUIPMENT OPERATOR(HEAVY) $31.46 2B 5A TELEPHONE EQUIPMENT OPERATOR(LIGHT) $29.26 2B 5A TELEVISION GROUND PERSON $16.67 2B 5A aw TELEVISION LINEPERSON/INSTALLER $22.19 2B 5A TELEVISION SYSTEM TECHNICIAN $26.42 213 5A TELEVISION TECHNICIAN $23.76 213 5A ON TREE TRIMMER $29.26 2B 5A TERRAZZO WORKERS&TILE SETTERS JOURNEY LEVEL $43.61 1M 5A TILE, MARBLE&TERRAZZO FINISHERS ww FINISHER $37.44 1B 5A TRAFFIC CONTROL STRIPERS JOURNEY LEVEL $37.90 1K 5A u„ TRUCK DRIVERS ASPHALT MIX(TO 16 YARDS) $43.45 IT 5D 8L ASPHALT MIX(OVER 16 YARDS) $44.25 IT 5D 8L DUMP TRUCK $43.45 IT 5D 8L 40 DUMP TRUCK&TRAILER $44.25 IT 5D 8L OTHER TRUCKS $44.25 1T 5D 8L TRANSIT MIXER $23.45 1 aw WELL DRILLERS&IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER $17.71 1 OILER $12.97 1 aw WELL DRILLER $18.00 1 wrw err +wr Page 9 BENEFIT CODE KEY-EFFECTIVE 08-31-08 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 rwr HOURLY RATE OF THE COST OF FRINGE BENEFITS ACTUALLY PROVIDED FOR THE WORKER. 1. 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. 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 (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 T::'O (2) HOURS BEFOPW OR AFTER AFIVE - EIGHT (8)HOUR`..'vPi:VEEK DAY OR A FOUR - TEN (10) ow 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. 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. wrr 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. 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 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 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. im 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 ar PAID AT DOUBLE THE HOURLY RATE OF WAGE. K. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL 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. •r L. ALL HOURS WORKED IN EXCESS OF TEN (10)HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. No 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-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. wr N. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) 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. dw 0. THE FIRST TEN(10)HOURS WORKED ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS, HOLIDAYS AND AFTER TWELVE (12) HOURS, MONDAY THROUGH FRIDAY,AND AFTER TEN(10)HOURS ON SATURDAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. 40 P. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF CIRCUMSTANCES WARRANT) AND SUNDAYS SHALL 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. aw BENEFIT CODE KEY-EFFECTIVE 08-31-08 -2- a 1. Q. 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 111 WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT CHRISTMAS DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON CHRISTMAS DAY SHALL 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. to S. 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 OVERTIME HOURS WORKED, EXCEPT LABOR DAY, SHALL BE PAID AT DOUBLE THE HOURLY RATE OF ow WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. T. WORK PERFORMED IN EXCESS OF EIGHT(8)HOURS OF STRAIGHT TIME PER DAY,OR TEN(10)HOURS OF STRAIGHT TIME PER DAY WHEN FOUR TEN(10)HOUR SHIFTS ARE ESTABLISHED, OR FORTY(40)HOURS OF STRAIGHT TIME PER WEEK, MONDAY THROUGH FRIDAY, OR OUTSIDE THE NORMAL SHIFT, AND ALL WORK ON SATURDAYS SHALL BE PAID AT TIME AND ONE-HALF THE STRAIGHT TIME RATE. HOURS WORKED OVER TWELVE HOURS(12) IN A SINGLE SHIFT AND ALL WORK PERFORMED AFTER 6:00 PM SATURDAY TO 6:00 AM MONDAY AND HOLIDAYS SHALL BE PAID AT DOUBLE THE STRAIGHT TIME RATE OF PAY. THE EMPLOYER SHALL HAVE THE SOLE DISCRETION TO ASSIGN OVERTIME WORK TO EMPLOYEES. PRIMARY CONSIDERATION FOR OVERTIME WORK SHALL BE GIVEN TO EMPLOYEES REGULARLY ASSIGNED TO THE WORK TO BE PERFORMED ON OVERTIME SITUATIONS. AFTER AN EMPLOYEE HAS WORKED EIGHT (8) HOURS AT AN APPLICABLE OVERTIME RATE, ALL ADDITIONAL HOURS SHALL BE AT THE APPLICABLE OVERTIME RATE UNTIL SUCH TIME AS THE EMPLOYEE HAS HAD A BREAK OF EIGHT(8)HOURS OR MORE.. U. 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(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 fw 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 DUE TO CONDITIONS BEYOND THE to CONTROL OF THE EMPLOYER))SHALL 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. X. THE FIRST FOUR (4) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST so TWELVE(12)HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED OVER TWELVE (12) HOURS MONDAY THROUGH SATURDAY, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. WHEN HOLIDAY FALLS ON SATURDAY OR SUNDAY, THE DAY BEFORE SATURDAY, FRIDAY, AND THE DAY AFTER SUNDAY, MONDAY, SHALL BE CONSIDERED THE +y111 HOLIDAY AND ALL WORK PERFORMED 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 RATE OF WAGE. B. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. 40 ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. D. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE 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 90 ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. E. ALL HOURS WORKED ON SATURDAYS OR HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE- to 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 BE PAID AT THE STRAIGHT HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. BENEFIT CODE KEY-EFFECTIVE 08-31-08 -3- r G. 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. r H. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. aw 2. I. ALL HOURS WORKED ON SATURDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE- HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. am J. ALL HOURS WORKED ON SUNDAYS 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 THE HOLIDAY PAY. ALL HOURS WORKED ON UNPAID HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ow K. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. M. ALL HOURS WORKED ON SATURDAYS,SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE or OF WAGE. 0. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. aw 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 ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ww Q. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. •r 4A. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SATURDAYS,SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. r HOLIDAY CODES ,a, 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 aw 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). w D. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE 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). 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(11). G. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE dw 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 THANKSGIVING DAY,AND CHRISTMAS(6). `r I. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY(6). J. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, FRIDAY AFTER ar THANKSGIVING DAY,CHRISTMAS EVE DAY,AND CHRISTMAS DAY(7). rr BENEFIT CODE KEY-EFFECTIVE 08-31-08 -4- K. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS,AND CHRISTMAS DAY (9)• L. HOLIDAYS: NEW YEAR'S DAY,MARTIN LUTHER KING JR. DAY, MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). Ylll M. HOLIDAYS: NEW YEAR'S DAY,MARTIN LUTHER KING JR. DAY, MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS AND CHRISTMAS DAY(9). 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). Q. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY(6). R. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY,ONE-HALF DAY BEFORE CHRISTMAS DAY,AND CHRISTMAS DAY.(7 1/2). 5. S. PAID HOLIDAYS: NEW YEAR'S DAY,PRESIDENTS'DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY, THANKSGIVING DAY,AND CHRISTMAS DAY(7). II11 T. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS DAY,AND THE DAY BEFORE OR AFTER CHRISTMAS(10). Mf U. PAID HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,AND CHRISTMAS DAY(8). V. PAID HOLIDAYS: SIX(6)PAID HOLIDAYS. do 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 DAY(8). Z. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). 6. A. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, 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). D. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS DAY,THE DAY BEFORE OR THE DAY AFTER CHRISTMAS DAY(9). E. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY,AND A HALF-DAY ON CHRISTMAS EVE DAY. (9 1/2). 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(11). BENEFIT CODE KEY-EFFECTIVE 08-31-08 -5- ar G. PAID 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, CHRISTMAS DAY,AND CHRISTMAS EVE DAY(11). r H. PAID HOLIDAYS: NEW YEAR'S DAY,NEW YEAR'S EVE DAY,MEMORIAL DAY, INDEPENDENCE DAY,LABOR DAY, THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS DAY,THE DAY AFTER CHRISTMAS,AND A FLOATING HOLIDAY(10). rirr 1. PAID HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(7). ' J. PAID HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY AFTER CHRISTMAS, AND A FLOATING HOLIDAY(9). rr L. HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY.(8) *a Q. PAID HOLIDAYS: NEW 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. dr T. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,THE LAST WORKING DAY BEFORE CHRISTMAS DAY,AND CHRISTMAS DAY(9). r U. HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY,CHRISTMAS DAY(9). +r 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 ONE 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 CHRISTMAS DAY(10). aw X. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY,CHRISTMAS DAY,DAY BEFORE OR AFTER CHRISTMAS DAY,EMPLOYEE'S BIRTHDAY(11). No NOTE CODES 8. A. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE-HALF TIMES THE DIVERS RATE OF PAY. IN ADDITION TO rr THE HOURLY WAGE AND FRINGE BENEFITS,THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE: OVER 50'TO 100'-$1.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100'TO 175'-$2.25 PER FOOT FOR EACH FOOT OVER 100 FEET ow OVER 175'TO 250'-$5.50 PER FOOT FOR EACH FOOT OVER 175 FEET OVER 250'-DIVERS MAY NAME THEIR OWN PRICE,PROVIDED IT IS NO LESS THAN THE SCALE LISTED FOR 250 FEET lim 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 do OR MORE: OVER 50'TO 100'-$1.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100'TO 150'-$1.50 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150'TO 200'-$2.00 PER FOOT FOR EACH FOOT OVER 150 FEET lw OVER 200'-DIVERS MAY NAME THEIR OWN PRICE D. WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL$1.00 PER HOUR. ow L. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: $0.75, LEVEL B:$0.50,AND LEVEL C:$0.25. w. BENEFIT CODE KEY-EFFECTIVE 08-31-08 -6- M. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS: LEVELS A&B: $1.00, LEVELS C&D:$0.50. N. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: $1.00, LEVEL B:$0.75,LEVEL C:$0.50,AND LEVEL D:$0.25 to to Illi go 10 as 10 No 06 al to I r MW Landscape Construction All work performed under a public works contract must be classified into one or more ww of the many labor classifications for which prevailing wage rates have been established, so that the appropriate wage can be applied. For the purposes of the Washington state public works law, chapter 39.12 RCW, Landscape Construction involves the beautification of a plot of land by changing its natural features through the addition or modification of lawns, trees, bushes, etc. r In order to determine applicable prevailing wage rates for Landscape Construction work on WSDOT projects, the Contractor is advised to review the scope of work as defined in WAC 296-127-01346 and verify the work being preformed by the �Yil► Cointraitvr S employees is wi 1 iii the ueiii ed scope of Landscape von str uc io i and not in another labor classification. The Landscape Construction Scope of Work (WAC 296-127-01346) is very specific in what work may and may not be performed under that craft-and erosion control work shall not be performed under the landscape construction scope of work. +r Erosion control duties fall under the Laborers Scope of Work (WAC 296-127-01344) with the prevailed labor rates found under, "Laborers/Erosion Control Worker". Employees performing erosion control work are entitled to those prevailed wages. Contractors are responsible for determining the appropriate crafts necessary to perform the contract work. Any doubts or questions regarding the appropriate classifications of labor should be directed to the Washington State Department of "' Labor and Industries, Prevailing Wage Section. r. 4W Landscape Construction Landscape Construction/Erosion Control Workers - No new determination has been issued by the Washington State Department of Labor and Industries, Prevailing Wage Section, regarding these labor classifications. The Landscape Construction Scope of Work (WAC 296-127-01346) is very specific ' in what work may and may not be performed under that craft- and erosion control work shall not be performed under the landscape construction scope of work. Erosion control duties fall under the Laborers Scope of Work (WAC 296-127-01344) with the prevailed labor rates found under, "Laborers/Erosion Control Worker". Fmnlnvooc narfnrminn orncinn rnntrnl Wrirk ara ontitlari to thnca nravailarl %Aianac rM �Ilii Washington State Department of Labor and Industries Policy Statement (Regarding the Production of "Standard" or "Non-standard" Items) Below is the department's (State L&I's) list of criteria to be used in determining whether a prefabricated item is "standard" or "non-standard". For items not appearing on WSDOT's predetermined list, these criteria shall be used by the Contractor (and the Contractor's subcontractors, agents to subcontractors, suppliers, manufacturers, and fabricators) to determine coverage under RCW 39.12. The production, in the State of Washington, of non-standard items is covered by RCW 39.12, and the production of standard items is not. The production of any item outside the State of Washington is not covered by PrIAI'2Q 19 err 1. Is the item fabricated for a public works project? If not, it is not subject to RCW 39.12. If it is, go to question 2. «rw 2. Is the item fabricated on the public works jobsite? If it is, the work is covered under RCW 39.12. If not, go to question 3. 3. Is the item fabricated in an assembly/fabrication plant set up for, and dedicated primarily to, the public works project? If it is, the work is covered by RCW 39.12. If not, go to question 4. 4. Does the item require any assembly, cutting, modification or other fabrication by the supplier? If not, the work is not covered by RCW 39.12. If yes, go to question 5. 5. Is the prefabricated item intended for the public works project typically an inventory item which could reasonably be sold on the general market? If not, the work is covered by RCW 39.12. If yes, go to question 6. 6. Does the specific prefabricated item, generally defined as standard, have any unusual characteristics such as shape, type of material, strength requirements, finish, V.r etc? If yes, the work is covered under RCW 39.12. Any firm with questions regarding the policy, WSDOT's Predetermined List, or for determinations of covered and non-covered workers shall be directed to State L&I at Ow (360) 902-5330. +r 4W Supplemental to Wage Rates 1 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator Below is a list of potentially prefabricated items, originally furnished by WSDOT to Washington State Department of Labor and Industries, that may be considered non- standard and therefore covered by the prevailing wage law, RCW 39.12. Items marked with an X in the "YES" column should be considered to be non-standard and therefore covered by RCW 39.12. Items marked with an X in the "NO" column should be considered to be standard and therefore not covered. Of course, exceptions to this general list may occur, and in that case shall be evaluated according to the criteria 40 described in State and L&I's policy statement. ITEM DESCRIPTION YES NO wir 1. Metal rectangular frames, solid metal covers, herringbone grates, and bi-directional vaned grates for Catch Basin X Types 1, 1 L, 1 P, and 2 and Concrete Inlets. See Std. Plans 2. Metal circular frames (rings) and covers, circular grates, and prefabricated ladders for Manhole Types 1, 2, and 3, X Drywell Types 1, 2, and 3 and Catch Basin Type 2. _ See Std. Plans 3. Prefabricated steel grate supports and welded grates, metal frames and dual vaned grates, and Type 1, 2, and X 3 structural tubing grates for Drop Inlets. See Std. Plans. 4. Concrete Pipe- Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes smaller than 60 inch diameter. X 5. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes larger than 60 inch diameter. X 6. Corrugated Steel Pipe -Steel lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch I X to 120 inches in diameter. May also be treated, 1 thru 5. 7. Corrugated Aluminum Pipe -Aluminum lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter. May also be treated, #5. X wr W Supplemental to Wage Rates 2 w. WSDOT's .. Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO 8. Anchor Bolts & Nuts -Anchor Bolts and Nuts, for mounting sign structures, luminaries and other items, shall be made from commercial bolt stock. X See Contract Plans and Std. Plans for size and material type. - - -------------------------------------------- 9. Aluminum Pedestrian Handrail - Pedestrian handrail conforming to the type and material specifications set forth in the contract plans. Welding of aluminum shall be X in accordance with Section 9-28.14(3). 10. Major Structural Steel Fabrication - Fabrication of major steel items such as trusses, beams, girders, etc., for bridges. X •■ 11. Minor Structural Steel Fabrication - Fabrication of minor steel Items such as special hangers, brackets, access doors for structures, access ladders for irrigation boxes, bridge expansion joint systems, etc., involving welding, cutting, punching and/or X boring of holes. See Contact Plans for item description and shop drawings. 4' 12. Aluminum Bridge Railing Type BP - Metal bridge railing conforming to the type and material specifications set forth in the Contract Plans. Welding of aluminum shall be in X r. accordance with Section 9-28.14(3). 13. Concrete Piling--Precast-Prestressed concrete piling for use as 55 and 70 ton concrete piling. Concrete to conform to Section 9-19.1 of Std. Spec.. X 14. Precast Manhole Types 1, 2, and 3 with cones, adjustment X sections and flat top slabs. See Std. Plans. 15. Precast Drywell Types 1, 2, and with cones and adjustment �., Sections. X See Std. Plans. 16. Precast Catch Basin - Catch Basin type 1, 1 L, 1 P, and 2 With adjustment sections. See Std. Plans. X ,.. Supplemental to Wage Rates 3 �1 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO 17. Precast Concrete Inlet-with adjustment sections, See Std. Plans X 18. Precast Drop Inlet Type 1 and 2 with metal grate supports. See Std. Plans. X 19. Precast Grate Inlet Type 2 with extension and top units. See Std. Plans X 20. Metal frames, vaned grates, and hoods for Combination Inlets. See Std. Plans X 21. Precast Concrete Utility Vaults - Precast Concrete utility vaults of various sizes. Used for in ground storage of utility facilities and controls. See Contract Plans for size and construction X requirements. Shop drawings are to be provided for approval prior to casting 22. Vault Risers - For use with Valve Vaults and Utilities Vaults. X wr 23. Valve Vault- For use with underground utilities. X See Contract Plans for details. 24. Precast Concrete Barrier- Precast Concrete Barrier for use as new barrier or may also be used as Temporary Concrete Barrier. Only new state approved barrier may be used as X permanent barrier. 25. Reinforced Earth Wall Panels— Reinforced Earth Wall Panels in size and shape as shown in the Plans. Fabrication plant has annual approval for methods and materials to be used. See Shop Drawing. X Fabrication at other locations may be approved, after facilities inspection, contact HQ. Lab. 26. Precast Concrete Walls- Precast Concrete Walls -tilt-up wall panel in size and shape as shown in Plans. X Fabrication plant has annual approval for methods and materials to be used rr Supplemental to Wage Rates 4 irr w WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO 27. Precast Railroad Crossings - Concrete Crossing Structure X Slabs. 28. 12, 18 and 26 inch Standard Precast Prestressed Girder— �"` Standard Precast Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to X casting girders. See Std. Spec. Section 6-02.3(25)A I 4w 29. Prestressed Concrete Girder Series 4-14 - Prestressed Concrete Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be X provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A 30. Prestressed Tri-Beam Girder- Prestressed Tri-Beam Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided X for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A 31. Prestressed Precast Hollow-Core Slab—Precast Prestressed Hollow-core slab for use in structures. Fabricator plant has annual r. approval of methods and materials to be used. Shop Drawing to X be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A. �r 32. Prestressed-Bulb Tee Girder- Bulb Tee Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided X �r. for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A 33. Monument Case and Cover X See Std. Plan. ar r am Supplemental to Wage Rates 5 WSDOT's Predetermined List for �rir Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO 34. Cantilever Sign Structure - Cantilever Sign Structure fabricated from steel tubing meeting AASHTO-M-183. See Std. Plans, and Contract Plans for details. The steel structure X shall be galvanized after fabrication in accordance with AASHTO-M-111. 35. Mono-tube Sign Structures- Mono-tube Sign Bridge fabricated to details shown in the Plans. Shop drawings for X approval are required prior to fabrication. �r 36. Steel Sign Bridges - Steel Sign Bridges fabricated from steel tubing meeting AASHTO-M-138 for Aluminum Alloys. See Std. Plans, and Contract Plans for details. The steel structure X shall be galvanized after fabrication in accordance with AASHTO-M-111. 37. Steel Sign Post- Fabricated Steel Sign Posts as detailed in Std Plans. Shop drawings for approval are to be provided prior to X fabrication 38. Light Standard-Prestressed - Spun, prestressed, hollow concrete poles. X 39. Light Standards- Lighting Standards for use on highway illumination systems, poles to be fabricated to conform with methods and materials as specified on Std. Plans. See Specia X Provisions for pre-approved drawings. 40 Traffic Signal Standards -Traffic Signal Standards for use on highway and/or street signal systems. Standards to be fabricated X to conform with methods and material as specified on Std. Plans. See Special Provisions for pre-approved drawings 41. Precast Concrete Sloped Mountable Curb (Single and DualFaced) See Std. Plans. X wry Supplemental to Wage Rates 6 No WSDOT's am Predetermined List for Suppliers - Manufactures - Fabricator as ITEM DESCRIPTION YES NO 42. Traffic Signs - Prior to approval of a Fabricator of Traffic Signs, the sources of the following materials must be submitted and approved for reflective sheeting, legend material, and aluminum sheeting. X X NOTE: *** Fabrication inspection required. Only signs tagged "Fabrication Approved" by WSDOT Sign Fabrication Inspector to +� be installed Custom Std Message Signing Message w. 43. Cutting & bending reinforcing steel X -----------------------------------.------------------ ----------__--------------------.._.-..------ --------X------- -------X 44. Guardrail com onents r Custom Standard End Sec 11 Sec 45. Aggregates/Concrete mixes Covered by WAC 296-127-018 +� 46. Asphalt Covered by WAC 296-127-018 47. Fiber fabrics X 48. Electrical wiring/components X 49. treated or untreated timber pile X 50. Girder pads (elastomeric bearing) X 51. Standard Dimension lumber X 52. Irrigation components X arr r aw Supplemental to Wage Rates 7 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO 53. Fencing materials X 54. Guide Posts X ,r 55. Traffic Buttons X — Sri 56. Epoxy X 57. Cribbing X 58. Water distribution materials X 59. Steel "H" piles X 60. Steel pipe for concrete pile casings X 61. Steel pile tips, standard X 62. Steel pile tips, custom X +rr No Supplemental to Wage Rates 8 State of Washington Department of Labor and Industries Prevailing Wage Section-Telephone(360)902- ..r PO Box 44540, Olympia,WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects,workers'wage and benefit rates must add to not less than this total.A brief description of overtime calculation requirements is provided on the Benefit Code Key. METAL FABRICATION (IN SHOP) EFFECTIVE 03-02-2008 (See Benefit Code Key) arr Classification Code icVaiiiiiy vveitime i iviivay Wage Code Code Counties Covered: ADAMS,ASOTIN,COLUMBIA, DOUGLAS, FERRY, FRANKLIN,GARFIELD,KITTITAS LINCOLN,OKANOGAN,PEND ORIELLE,STEVENS,WALLA WALLA AND WHITMAN FITTER/WELDER $12.76 LABORER $8.13 MACHINE OPERATOR $12.66 PAINTER $10.20 rr Counties Covered: BENTON ®r MACHINE OPERATOR $10.53 1 PAINTER $9.76 1 WELDER $16.70 1 �r 1 Counties Covered: CHELAN +'+ FITTER $15.04 1 LABORER $9.54 1 MACHINE OPERATOR $9.71 1 PAINTER $9.93 1 r WELDER $12.24 1 Counties Covered: frr CLALLAM,GRAYS HARBOR, ISLAND,JEFFERSON, LEWIS, MASON,PACIFIC SAN JUAN AND SKAGIT FITTER/WELDER $15.16 1 err LABORER $11.13 1 MACHINE OPERATOR $10.66 1 PAINTER $11.41 1 w �r Supplemental to Wage Rates 9 low METAL FABRICATION (IN SHOP) EFFECTIVE 03-02-2008 (See Benefit Code Key) Classification Code Prevailing Overtime Holiday Wage Code Code Counties Covered: CLARK FITTER $27.80 1 LABORER $19.52 1 rviACHiiJE OPEiwTOR x29.08 j PAINTER $25.62 1 WELDER $27.20 1 wil Counties Covered: COWLITZ MACHINE OPERATOR $24.46 1B 6V PAINTER $24.46 1B 6V WELDER $24.46 1B 6V Counties Covered: GRANT FITTER/WELDER $10.79 1 PAINTER $8.07 1 Counties Covered: KING FITTER $15.86 1 LABORER $9.78 1 MACHINE OPERATOR $13.04 1 PAINTER $11.10 1 WELDER 15.48 Counties Covered: KITSAP FITTER $26.96 1 04 LABORER $8.07 1 MACHINE OPERATOR $13.83 1 WELDER $13.83 1 n 1�1 Supplemental to Wage Rates 10 Mw do METAL FABRICATION (IN SHOP) EFFECTIVE 03-02-2008 (See Benefit Code Key) ar Classification Code Prevailing Overtime Holiday Wage Code Code Counties Covered: KLICKITAT,SKAMANIA,WAHKIAKUM FI I T ErR nA ELDER $1r err LABORER $10.44 1 MACHINE OPERATOR $17.21 1 PAINTER $17.03 1 wo Counties Covered: PIERCE FITTER $15.25 1 LABORER $10.32 1 MACHINE OPERATOR $13.98 1 WELDER $13.98 1 u Counties Covered: SNOHOMISH FITTER/WELDER $15.38 1 LABORER $9.79 1 MACHINE OPERATOR $8.84 1 PAINTER $9.98 1 Counties Covered: SPOKANE .rr FITTER $12.59 1 LABORER $8.07 1 MACHINE OPERATOR $13.26 1 +� PAINTER $10.27 1 WELDER $10.80 1 w wr rrr Supplemental to Wage Rates 11 rr METAL FABRICATION (IN SHOP) EFFECTIVE 03-02-2008 (See Benefit Code Key) Classification Code Prevailing Overtime Holiday ► Wage Code Code Counties Covered: THURSTON FITTER $24.88 1A 6T LABORER QIR.R1 1A RT y �v IWyjpY MACHINE OPERATOR $26.95 1A 6T PAINTER $19.72 1A 6T WELDER $22.81 1A 6T Counties Covered: WHATCOM FITTER/WELDER $13.81 1 LABORER $9.00 1 MACHINE OPERATOR $13.81 1 Counties Covered: YAKIMA FITTER $12.00 1 LABORER $10.31 1 MACHINE OPERATOR $11.32 1 PAINTER $12.00 1 WELDER $11.32 1 tlli IIIf Supplemental to Wage Rates 12 Ow or FABRICATED PRECAST CONCRETE PRODUCTS EFFECTIVE 03-02-2008 (See Benefit Code Key) Prevailing Overtime Holiday Classification Code Wage Code Code Counties Covered: ADAMS,ASOTIN,BENTON,COLUMBIA, DOUGLAS,FERRY,GARFIELD,GRANT, LINCOLN, OKANOGAN,PEND OREILLE,STEVENS,WALLA WALLA AND WHITMAN ALL CLASSIFICATIONS $9.96 1 Counties Covered: CHELAN,KITTITAS,KLICKITAT AND SKAMANIA aYr ALL CLASSIFICATIONS 8.61 1 Counties Covered: CLALLAM,CLARK,COWLITZ,GRAYS HARBOR,ISLAND,JEFFERSON,KITSAP,LEWIS,MASON, PACIFIC,SAN JUAN,SKAGIT,SNOHOMISH,THURSTON AND WAHKIAKUM ALL CLASSIFICATIONS $13.50 1 Counties Covered: FRANKLIN .ra ALL CLASSIFICATIONS $11.50 1 Counties Covered: KING w ALL CLASSIFICATIONS $13.50 2K 5B Counties Covered: to PIERCE ALL CLASSIFICATIONS $9.28 1 +w► Counties Covered: SPOKANE ALL CLASSIFICATIONS $20.23 1 rr Counties Covered: WHATCOM ALL CLASSIFICATIONS $13.67 1 Counties Covered: YAKIMA �r CRAFTSMAN $8.72 1 LABORER $8.07 1 �r aw Supplemental to Wage Rates 13 .. WSDOT's List of State Occupations not applicable to Heavy and Highway Construction Projects This project is subject to the state hourly minimum rates for wages and fringe benefits in the contract provisions, as provided by the state Department of Labor and Industries. The following list of occupations, is comprised of those occupations that are not normally used in the construction of heavy and highway projects. When considering job classifications for use and / or payment when bidding on, or building heavy and highway construction projects for, or administered by WSDOT, these Occupations will be excepted from the included "Washington State Prevailing Wage Rates For Public Work Contracts" documents. • Electrical Fixture Maintenance Workers so • Electricians - Motor Shop • Heating Equipment Mechanics • Industrial Engine and Machine Mechanics tu • Industrial Power Vacuum Cleaners • Inspection, Cleaning, Sealing of Water Systems by Remote Control • Laborers- Underground Sewer&Water • Machinists (Hydroelectric Site Work) • Modular Buildings • Playground & Park Equipment Installers • Power Equipment Operators - Underground Sewer&Water • Residential ***ALL ASSOCIATED RATES *** • Sign Makers and Installers (Non-Electrical) • Sign Makers and Installers (Electrical) • Stage Rigging Mechanics (Non Structural) The following occupations may be used only as outlined in the preceding text concerning "WSDOT's list for Suppliers - Manufacturers - Fabricators" • Fabricated Precast Concrete Products • Metal Fabrication (In Shop) 40 Definitions for the Scope of Work for prevailing wages may be found at the Washington State Department of Labor and Industries web site and in WAC Chapter 296-127. Supplemental to Wage Rates 14 to Washington State Department of Labor and Industries Policy Statements Aw (Regarding Production and Delivery of Gravel, Concrete, Asphalt, 'etc.) The following two letters from the State Department of Labor and Industries (State L&I) ow dated August 18, 1992 and June 18, 1999, clarify the intent and establish policy for administrating the provisions of WAC 296-127-018 COVERAGE AND EXEMPTIONS OF WORKERS INVOLVED IN THE PRODUCTION AND DELIVERY OF GRAVEL, so CONCRETE, ASPHALT, OR SIMILAR MATERIALS. Any firm with questions regarding the policy, these letters, or for determinations of covered and non-covered workers shall hg riirorterl to Ctate I RI a+ P36n1 an2_r"1'1n Aw • \ i Effective September 1, 1993, minimum prevailing wages for all work covered by WAC 296-127-018 for the production and/or delivery of materials to a public works contract will aw be found under the regular classification of work for Teamsters, Power Equipment Operators, etc. or w I. aw aw *w dw aw to Im Supplemental to Wage Rates 15 ESAC DIVISION -TELEPHONE (206) 586-6887 PO BOX 44540, OLYMPIA, WASHINGTON 98504-4540 August 18, 1992 TO: All Interested Parties FROM: Jim P. Christensen Acting Industrial Statistician SUBJECT: Materials Suppliers -WAC 296-127-018 This memo is intended to provide greater clarity regarding the application of WAC 296- 127-018 to awarding agencies, contractors, subcontractors, material suppliers and other interested parties. The information contained herein should not be construed to cover all possible scenarios which might require the payment of prevailing wage. The absence of a particular activity under the heading "PREVAILING WAGES ARE REQUIRED FOR" does not mean that the activity is not covered. Separate Material Supplier Equipment Operator rates have been eliminated. For those cases where a production facility is set up for the specific purpose of supplying materials to a public works construction site, prevailing wage rates for operators of equipment such as crushers and batch plants can be found under Power Equipment Operators. PREVAILING WAGES ARE REQUIRED FOR: 1. Hauling materials away from a public works project site, including excavated materials, demolished materials, etc. 2. Delivery of materials to a public works project site using a method that involves incorporation of the delivered materials into the project site, such as spreading, leveling, rolling, etc. 3. The production of materials at a facility that is established for the specific, but not necessarily exclusive, purpose of supplying materials for a public works project. 4. Delivery of the materials mentioned in #3 above, regardless of the method of , delivery. PREVAILING WAGES ARE NOT REQUIRED FOR: rw 1. The production of materials by employees of an established materials supplier, in a permanent facility, as well as the delivery of these materials, as long as delivery does not include incorporation of the materials into the job site. 2. Delivery of materials by a common or contract carrier, as long as delivery does not include incorporation of the materials into the job site. 3. Production of materials for unspecified future use. r�r Supplemental to Wage Rates 16 +w f 5l ifs bA 3 � 3 4 V w's ts,i. o STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES June 18, 1999 TO: Kerry S. Radcliff, Editor Washington State Register FROM: Gary Moore, Director Department of Labor and Industries SUBJECT: Notice re WAC 296-127-018, Coverage and exemptions of workers involved in the production and delivery of gravel, concrete, asphalt, 1" or similar materials The department wishes to publish the following Notice in the next edition of the Washington State Register: NOTICE Under the current material supplier regulations, WAC 296-127-018, the department takes the position that prevailing wages do not apply to the delivery of wet concrete to public works sites, unless the drivers do something more than just deliver the concrete. Drivers delivering concrete into a crane and bucket, hopper of a pump truck, or forms or footings, are not entitled to prevailing wages unless they operate �w machinery or use tools that screed, float, or put a finish on the concrete. This position applies only to the delivery of wet concrete. It does not WX extend to the delivery of asphalt, sand, gravel, crushed rock, or other similar materials covered under WAC 296-127-018. The department's position applies only to this regulation. If you need additional information regarding this matter, please contact Greg Mowat, Program Manager, Employment Standards, at P.O. Box 44510, Olympia, WA 98504-4510, or call (360) 902-5310. Please publish the above Notice in WSR 99-13. If you have questions or need additional information, please call Selwyn Walters at 902-4206. Thank you. Cc: Selwyn Walters, Rules Coordinator Patrick Woods, Assistant Director Greg Mowat, Program Manager Supplemental to Wage Rates 17 Department°f Labor and Industries STATEMENT OF INTENT TO Prevailing Wage a BT"''"'(360)902-5335 PAY PREVAILING WAGES www.Ini.wa.gov//TradesLicensing/PrevailingWage g Public Works Contract $25.00 Filing Fee Required • This form must be typed or printed in ink. Project Name Contract# am • Large,bold numbers match instructions on back of form. • Please allow a minimum of 10 working days for processing. Contract Awarding Agency(public agency-not federal or private) • Once approved your form will be posted online at the above website. APPROVED FORM WILL BE MAILED TO THIS ADDRESS Address rtir Contractor,company or agency name,address,city,state&ZIP+4 City State ZIP+4 low Awarding Agency Project Contact Person Phone# County where work was performed City where work was performed •rr Bid due date (mm/dd/yy) Date contract awarded (mm/dd/yy) Will all work be subcontracted? Do you intend to use subcontractors? +fir ❑ Yes ❑ No ❑ Yes ❑ No Prime contractor(has contract with the public agency) Contractor Registration# Expected job start date(mm/dd/yy) Do you intend to use apprentices? ❑ Yes ❑ No to Craft/trade/occupation(Do NOT list apprentices) Estimated no. Rate of Rate of hourly fringe Indicate number of owners expected to perform work. of workers hourly a benefits ®Is +ur nr Company name Indicate total dollar amount of your contract or time and materials if applicable. F$ Address I hereby certify that the above information is correct and that all workers I employ on this Public Works Project will be paid no less +rr than the Prevailing Wage Rate(s) as determined by the Industrial City State ZIP+4 Statistician of the Department of Labor and Industries Contractor Registration No. UBI Title Signature 4W Industrial Insurance Account Number Email address Phone number For L&I Use Only aw ❑ $25 or Check Number: $ For L&I Use Only Issued By: ,w APPROVED: Department of Labor and Industries By ow Industrial Statistician F700-029-000 statement of intent to pay prevailing wages 12-04 After APPROVAL,send white copy to Awarding Agency. Canary copy—L&I 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. 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 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 to be owner/operators and must be paid prevailing wage.) All 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 + 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. so 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). so Signature Missing—Intent must be signed by an authorized representative. 40 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) 40 902-5323 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 space to list all required information on one form, use additional Intent forms as needed. Please indicate at the try 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. e0 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. 40 Prevailing wage rates are available on the Internet at www.Lni.wa.ciov/TradesLicensing/PrevaiIingWage 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 F700-029-000 statement of intent to pay prevailing wages—backer 12-04 aw Department of Labor and Industries STATEMENT OF INTENT To Prevailing Wage PAY PREVAILING WAGES (360)902-5335 www.Ini.wa.gov/prevailing wage Public Works Contract $25.00 Filing Fee Required •This i Project Name Contract 4 • form must be typed or printed in ink. Fill in all blanks or form will be returned for correction(see back). •Please allow a minimum of 10 working days for processing. I Contract Awanling Agency(public agency-not federal or private) do C:A:PP:R::0:VE-I D�FCQNI WILL BE NLAILEDi�OTI:ili ADDRESS Adlrcss —-------- Contractor,company or agency name,address,city,state&ZIP+4 City State ZIP,4 Awarding Agency Project Contact Person Phone# ow County where work will be performed City where work will be performed Bidduedat.- (mldiy) Date contract awarded (-/dly) ---—----------------------- --------------------- 'o Do you intend to use subcontractors? Do you intend to use apprentices? Prime contractor(has contract with the public agency) Contractor Registration Yes No D Yes Ll No Craft/trade and occupation (Do NOT list apprentices) Rate of Rate of hourly Fstimated no, Hourly Pay fringe benefits of workers altr .............-—------------..................... ............ ---------------- ....... —-------------- --------------------------------------- ............ Company name,address,city,state,ZIP+4 Indicate total dollar amount a of your w contract $ I hereby certify that the above information is correct and that all workers I employ on this Public Works Project will be paid no less than the Prevailing Wage Rate(s) as determined by the Nor Industrial Statistician of the Department of Labor and Industries. Contractor Registration No. LISI 'Title Signature rr Entail address Phone number For LMU%eOnly For L&I Use Only Check Number: Amount: PROVED: Department of Labor and Industries Issued By: By Industrial Statistician F700-029-000 statement of intent to pay prevailing wages 2-02 After APPROVAL, send white copy to Awarding Agency. Canary copy-L&I W Department of Labor and Industries ¢ T.F F. AFFIDAVIT OF WAGES PAID Prevailing Wage (360)402-5335 - Public Works Contract www.lni.wa.gov/prevalingwage y 'p"ytiv $25.00 Filing Fee Required •This form must be typed or printed in ink. Project Name Contract?i •Fill in all blanks or form will be returned for correction(see back). •Please allow a minimum of 10 working days for processing. c°°irac Awara=ng Asen y(public agency-not federal or private) ---- - — �"I�It�R4�t� I�! Contractor,company or agency name,address,city,state&ZIP_4 City -- - State 'LIP+4 Awarding Agency Project Contact Person Phone# County where work was performed City where work was performed Bid due date {mealy) I Date contract awarded (m%d,'y) _----------....... ----------- _-- —.._.__.___ _. ------------...___. --- -- 1 i Prime contractor(has contract with the public agency) Contractor Registration No. Date work completed (mrd/y) Date Intent filed(m'dIy) Craft/trade/occupation and apprentices(For apprentices,give name, ( Number Total#hrs j Rate of f Rate of hourly registration 4,trade,dates of work on project and stage of progression) of Workers 'worked-ca trade ; Hourly Pay fringe benefits I i F _—_.........._.__._—____......._._—_......___.___._._..._...—.____-.._.._. —,....._.._._.... ,.. ______.. .__—___._... i ._,— _.--..._.......- --- v .......... � iI i 40 Company name,address,city,state,Z.IP+4 Indicate total dollar amount of your contract I hereby certify that the above information is correct and that all workers I employed on this Public Works Project were paid no less than the Prevailing Wage Rate(s) as determined by the Industrial Statistician of the Department of Labor and Industries. 40 Contractor Registration No. UBI 'title Signature Email address Phone number Check Number: A 1Fur 1Fa�I-Lgg mount: CERTIFIED:r Department of Labor and Industries Issued By: BY Industrial Statistician F700-007-000 affidavit of wages 2-02 After APPROVAL send white copy to Awarding Agency Canary copy-L&I .r CERTIFICATION OF PAYMENT OF PREVAILING WAGES Date: r. Ref: Pay Estimate No. Project CAG No. err This is to certify that the prevailing wages have been paid to our employees and our subcontractors' employees for the period 4M from through in accordance with the Intents to Pay Prevailing Wage filed with the Washington State Department of 4W Labor&Industries. This form will be executed and submitted prior to or with the last pay request. +r Company Name By: +r. Title: +ew +rr +Wr +.w .r vwr Citywide Walkway Improvements _ _ _ _ _ _ _ � � M � A Y 1 MPR C� VEMEN TS RElWTON, wA. w C1TYWIDE WALKW � ___ _ ____ ___� � _ _ _ __ _ _ _ _ - DESIGN E D U N D E R /i�__ __ -__'--J ��. BASIS OF BEARING CONTRACT NUMBER CAG-07-162 ( — � �\ � � �J"�� 'y�;,31 N 3o rH ;r , �, �--��----'� � � � "�Zti f4aY Creer \ UV�L PNUFIC CNGINEERWG OESIGN, �LC SU�'VF��_�R f'ANSEN SURVEY6VG \ t�,�— � \Z I 24 N 15445 S.:RD AVCiJUE 5. SUiiE 10J 77420 776TH ftVE SE -�- � II �<"n �� F NGIrJEER � �> � VERTICAL DATUM SEATTLE, �l'A 991fifi FENTOIv, lNA 98058 �Q � i q3 i� PHOP;E' ('OG) 437-�970 PHONc (d<^5) 235-84�60 � NE FNX (�'06) �88-IEdtS .\ II :�67H PDi N—" 27TF{ —^f_ G7Y OF RENTOfi NA1D 19d8 \� Z �' � I z I`�� I I � BENCHMARK JONES AVE � i m� _!�" ' � �iTe aENu, ,,,�AR� ��o, SHEET INDEX � �— NE �a,'�;T� � � c`� , CITi GF fcF_NTON r�iJ7kOL PUINi No?GE i:V07 COVER SNEEi --- _EG07 LEGF_P1D �S I a — � �- iJ ; OS-�3-OS � FOUND A 'g�� CGPr'LR Pl.'J GN S�� C!Ar.tET;fR nOilfJ(J C07 DEPACL1710N-JONES AVE Ne SiA 0+0�; - .'-�4�� !� N COfJCREiE!dC�`.':l'dCNi P0=7�OWi: " >' i�d = AIOI:U','-?" � i I CASE Ai THE ;�JiERSECr�ON OF NE �8?N Sin'tEi i i D02 DEMGLITION-JCNES AVE IVE S7A 3+4U - ;+GO LNK� I z NE—r 20 H ��T --- JONE_ AbE NE D03 DFh^C!JTION-JONES AVE NE ST:� 7,00 - �G+20 4.�Fl�HINGTON �\`U 7 � �`' � � q �a,° -� - I Dud DE�.10LITION-JONES A'oE NE Si.i '��+l0 -- I;r3C �- � 2 ELEVATIGfJ = . 87 r � oos oFr�no�inorv-�oNEs SVE r:F sra �s.,so - ��+�o t � � �_ o � � G�6 UEMOUTIOfJ-JONES AVE NF �TA i--20 - 20+80 ` �\C � I Q q ��, 97E c6VCH ;�fAS'�C ir� I i COI PLi;N AiJ(J PROFI�6-JGNES A✓E fJt SiA O+OG - 3+40 � � I �L �l _� arr,�r rz[u7av r�c�vr,,_u_ :'o�^�r r�o 33a i C0� PLAN FlND PROFILE-JONES Ab'E fdE 5T4 S+dO - 7+OG \ � NE� 1tTF�l -T i CO3 PLAN AND PROFILE-JONCS A�'E NE S?A ;+00 - iL'-i-�'0 � I I " �- �f �04 FLAi! AND PROFILE-J?ldE� AVE NF STA 10+70 - 73rt30 �� _ I 70F g' JNASS f�4iL � : COi1;:FCTE IJC'i�iJ'�tr=ldi C0� PLAiJ AND PkOFILE-JONES AvE NE 5TA iS-��2C - 17-r?0 --L-.� _l ,�T ?F�� IN�LFS!-r:-i"N�.�UflES A✓E f1E .+P:�� Nc <4'H � ;iFEC7 � '=0E PLAN AND PROFILE--JONES AVE f+E S7A 17+Zv - 20i-60 _ _ I __ I ( °DPF01 TYPICAL ROAD SCCllONS-JONE-� NVt iJE_ clE.'Aii�fv = .%-74'�� FccT � PF01 DRNEV;AY PROfiLES JONES A4E NE STA Io+137� � PF02 DHNEbVAY PROFI�ES JONES AVe NE S7A i?+GO�9 � PF03 DRNEWAY PRORLES JOWES 4VE fJE S!�A 75+89 55 � PFp4 DF.NESi'AY PROFQES JCfJES AVE NE S7P, idt01 d8 � PFO� DRNEWAY PROFILES JONES A�E NE :�A 18+Od SS PFOo DRNEWAY PROFILES JGWES AVE i!E �7.1 18+?4 65 PF07 ORNEtNAY PROFILES JONES :�VF_ i+E �iA 18+3947 NOTES� PF08 DRNEWAY PROFILeS JONES AVE NE 5(A IJ+09�7 — 1 CD�`VSTRUCTION ACTI'�,�?IF; AR� �I;dITED 70 Th= DE701 CORNER DETAILS JONES AVE fJE HOUkS BETWEEPJ 7�UA,11 AND I Ovp��1, r.!OMpAY ihPGUGH f(ZIU�i" NOTE01 STANDARD NOTES 2 HaUI HOURS ARE Li',41iED iC� inE �-IG��%:5 NO(E02 STANDARD NOTES Sc DEIAII� BC7WEE�V 2 30A,bf :ai:!J 3 30P,bi fAON'JA r i THROVGt; FRIJAY, UN�ESS APrKOVED �P 'rYRI,-ING �!J AJVr;VCE B! iHE EiVGhVEc'k, � RECOMMENDFD �OR APPROVAL '��c_-��- a/.v/oa WASTEWA7ER U17LITY DATF REVIE�VED FOR COI�IPUANCE ���'��/�I�g_ TO CITr''S SfAf�JDARDS w,arER uriurr c�iF �1 I TRANSPORTATION S�S1Eti S nDiRECTGR �� ��C\)�-�'�=--'7-'J.�-Q� �� G,�'..��i-� 8•/4•Ob STORMWA7R TILf7Y DA1E UTI�IIT'r SYSTEw1S DIRECTGR c��A� ��b1M,�.�/J�1 B—1 y Og PAAINT�'NANCE SERVICESIDIRECTOR //J/J�I�7 �e�7�0� 8���-oQJ MAiN7ENANCc SER��CES� OATE ��/� P ari REviEN ���� �-�Y 04- -�i� �4.�,�a,� aliyl�$ �p �� FI AAR� ALL H VICINITY MAP �� � I : . - �" _ . ._„�L- %�/S���S � s�w.=,�o s�..� ! ___ s�nsn� i. �'? •� " ��4,,�� �.s.��RH Nrs . �::�,o �ea �� � C I T Y U F ITY OF RENTON - .��a c �a; C �(�acific , ,t I ,��o. 9f � i Engineering ` "^sA1be __ I p�� �E� � � ��E�`.1-�J�� CITYWIDE WALKWAY IMPROVEMENTS f, I P °s�a��ai E���` 1 Design,LLC���.>>,>>•-�y�, � «� �e� - � �..� lexPwes ;��v E. 2Lo5 I ptannmgconwuan�a ��ticc�� N� . . .. REVISIGN ... BY I UATE APPR �^�^,•o�A� ..... ... �— I ._ Plann� g/ uild q/Pub6c 4Vorks Gept . .. .. .....COVERSHEET .,, '"", t `26 � �.. , ` .r� o,.c„cr '� n B �n � i . . ......, , .. ._......... . , ,..— . _.... _ SIJRFACE SURV�Y SXNT�OLS SANITARY/SrI'ORM SE�'VER ILEGEN� L'Et1 d U�1��J/1L�Li1!'�SCr�I�I�TUr EXISTSY�B�I PROP DESCRIPTICN (ABBR) ��1VI1�O�S � S'fMBOL � ANGLE POItJi AP _.-._____—_f��_-._----- i PTiC CnBL ,_, p l ) ___ ____ .__ ___ ___- BuiLDiNc uNE(Ex6riwc) E.(IST. PROP OESCRIPTI0��1 _� eEracr+u,aR� (eie SYI�IBO� _ i�_- - -_ cAe�F rc�cv�sioN(.ea�r�i ... l eu��owc uNe�FROPosEo) EXIST PROP DESCRIPTION (ABBR) cao�r*e�e.�s�or+ie�Rico7 = BUS STGN ---------1<------ �_l:l�1 ouS ,_� � BLOCk CORNEF (BC) ��- __. _______ ________ CREEK/DiiCH CENTERLiNE(EX�.ST) _ .or.cE r.iair� _____-'_'____'F'e_________ IROn PiPE (iP) CREEk/CIiCH CENTERLitlE(PROP) �� � MAIL BGX � „ � SAN SEWER CLEAN OUT(CO) ,:� g raoNun�Enr pN CnsE) (rnic) -'; -----._ .. cr,s ,- _____ _""_'_'___'_____ CURB/PAVEMENi/SIDFWF�k (E%) -_-_"__'"'_'�-__"'"__-__ u'�L � P.00I!ER�� --� (iJ ��ONUMEiJT(SURFACE) (MON) �URB/FAVEMENT/SIDEWALK(PROP) N__ �tSSS C�C< � SAN SEWER MANHOLE (SSIdH) --- --- -- ---- --- �'ov��R�AERiE�� �.___; owNEasHip nE (or) �- � ___.___.___ ,ov�ea(eua,eo; FervcE(exuTwc) _�-.------- - ,'� � SHaUB SECTION DATA: �ENcc c�'HcvosEo) ;,";'P`:E^ra �µ, �� � STORM DRFIfJ CATCH BASIN(CB) n ` __ ___�TE_______ 7EP,.� =�_.______ GUARDRa1L(EXISTING) � f / SECTION CENiER � � �UARDRPIL (PFCPO�ED) -------� .`�'^+�'/OkaiNAGE 'S�L �:L THEE (Comfer�l . STCRM DRAIN CU�VERT (CULV) ____ .__ —T— . _-. �c�cFHcuE(.cee�n�; �:��i �� Y- � LAHE/POf1D �� ('� TREE DeCiduous f..-�,/�-�7 � SECTION CORNER _ __ __ __�"_'"- _"— p,iFRSH/SNAIAP PERII,IETER -'- ---"--r --- iElE�rt�o+=(6URiED) Y� �/ � J - V � STORP�1 DRAIN MANHOLE (SDMH) _____. _ __.____._._._.._ - �r�.ir��.ta�ncc��riE lcrti[Kai;� � -_-I-__-�—{--_-4_____�.- rz�i�ao�c •:�:,�cH -_._..._-_vt L=C'�-=�i �� OUARiEH CORNER -r--,��--�Trr�-_-�l_.�_ RETAINING'NALL(EXISTING? - � SIxTEENiN CURNER -�-�--T-��-+-�--�--TT+- RCTAINING vJn�L(PROPOSED) U1�L'TIE� �PROF'�==EL`/ i_,�k_� � CLOSING COANER RI`�ER6FNh/SHOREIINE ---- - '��'�N lit.E(u5t��FE, '.i.'E,r_��� J SURVEY ,{'�1�Tp�/ qT �, C„. �o lAEP�OER GORNER (1.1C) CENIERLINE�E�ISiI�.G; �EPeiCE(L�51'1�°E.,iZE,EiC` SE t�(1�f A�ll[J A d ll O 1\� �J A 1G/��0 d�rJ 1'f f C WITfJESS GORNER (WC) _ ___ CENiERLii:E(PRC�GSE�) � •i4C CONTOIIR DEPRESSiC:J) S'YMBOL �;�� � so��eoRric (sa) c EXIST PROP. DE�CRIP�fI':)N (AEBi�) p saor E�Evnno�u (5E) co�vroua(cxsrnvc) �h \ TAK LOT/PHRCEI NU618ER CONiCUP(WDE'n) �_�-j �__�( ;rEEr uc,HT -- coNroua(aROPos�o7 ASSEla6LY G04ATi0:+IP��D GL���I.�(�xi5i) IRi.FFIC Si,�;,� ^uONniiGu Lnr�D CLn��d�PROF'1 ' � — E�+SEI.IENT�PERMA�lENi) _:� SINGIE POST _ _ EnSEMENi�iEMPUfiF4�) 'r ' MEPNDER LiNE PRJPERiY I�NE(ExiSiiNG) [�7 GJ CI] m O ❑ �uucrora aos r�o) (i�PE:, I�,:li) _ _ PROPEPTY LI�lE(PROPOSE�) _ r2nNGE/t0«��SHiP LirvE _ RESERVNiION/PARH/GOREST(EX) I RESERVPiION/PNRM/FOFEST(PRC1) - ' � RiGH*-OF-ViA'�!E%IST�NG) RiGNT-0.`-rvRr(GF�ivOSE�) HiGHT-OF-�vAV(Lin�iiED FCCF55) ////////////////////////////// RiGHT-OF-'lIAY(IIM�iEO FCCE551 SECTiGtJ LiNE . OUnRiEF SECnON LINE � !� p T� �,1y� TT� Sin�EE4iH SECiiGn LinE l.�C1 til/d O 11T dJ R/A d�L�1 ��O N L _ STniE/CCUt�ir/CORVOPAiE�i!AiT _ Si.1TE/COUNiY/CCRF'JRAiE LIMIT W�.TER SYNIBOLS SYtiII30L5 iNSERT ELEVaiiON ni 6' ir�iEFvnLS{tExl Ot"H:GN) SYMBOL S'Yb480L EXIST PROP DESCRIPTIOh! (ABBP) cXIST. PnOP DESCRiPTION (ABBR� ,,, � WATER hIEIER (V/L1) '��? p Gns'rnEiEH (C�n) ll! IJI cns v,�u�� (cv) FIRE HYDRi�NTS -- ��i I� PHD M�UfJ?EU IP TRAN) . _,- -+- 3-NOIZLE (FH) __ LJ rearisvoRn�,Ea PO':�ER vauLi (POvI vI VALVES - -� -� . T BLOW-OF'r (Br�) TPnris,.�issioN (ranNs rwa) = towEa � r,i N cnrE/cEr�eRa� (wvJ I �, � um�irr Po�e tPP. ra) � � � UTILITV POLE (GP) I PNCHOR i � � TELEPHONE (1EL k) RISER L_�� � rc�cPHONc (.E�v) - vau�T � I i I C���A U N i �o `� ,v Pt i r ' o - ..._.. _ .. . . ..._ . _. . / / z � oE�� RH � rvis �aa�...,��.n>,v9� .. T.r CITY OF RENTON , _�s,_�„� Pacific I � p�� w19� �. ��.�.���,���„�-E: I I �Eo � CI �JF C � � � ( Engineering `�`���E"F"d'd" � I `E` "i � E�I TON CITYWIDE WALKWAY IMPROVEMENTS �.,°`' io;;ai EN� Design,LLC,�r�' " I I """" �R� L � �� I 6 - � R � -1+-��� .`0� vt��J'le-i�,.s � I cr�cKmGA� I ,.,,,LLS�„�E , �. , i' Plann�nq/Building/Public Works Dept c�..`m�aJ , IExPiaEs n1aY6, 2009 I CivilEngincnngand r„�w:Ccr.i ,o,p�hp sr.�e.eeorenwa. _ s�ee� _ ei�„�,�gc���w�� No. I REvisicN I er onrE �PaR LEGEND _ __...... _ . .....,_. _ _ , �r, _ ._,,,,,,,,,,,,,,,, ( TED-40- 0 0 D D U r ? T n - � cr) 1 1 0 O o JL _-ET ILI I _ I I I �� Z nQ9 I{ , � s � rR NE 26TH STREET � � P a � — w - _ 0 o o m I vX I m G A �m Z 0 zi �I 'vv - - - - 0 - - 0 A AfAC< O c A m r�i r - txj I m0 mA m -r�i° mA m t� O ocOiio�x v ��y' moor=O ` � O fr 0 x No - A m \ T L ZK s .- X q O—� FI O o m � I z� X`c FrI w N z I m I °N of `� <n vi my ' ' can x. 00 a= o mvy °< D m Z z0 �^ O m zm zm Z°o c, C)1 % o yn yn oz I �,co m r" A m in D mX 0 o no o - orn n Al: 2Z p °n ti Ay � � G nA A z� m m O rn oo ' m A ° ay m o No 'I Om O D -�i 2 z ° z r r MATCH LINE STA. 3+40 ° cci)�- �>> O Z G T --1�m�Z o 11Z Z �mOZ o ca? fA Im o y� D o�- m z2Nw`d D Z Fzm�E y 0 cl) n>z O OO AC ZD z OcD<y°W m=A°AO z FF2 TED-40-3377 r7 n D r = T n n O r o m HF NO�� A � O o — MATCH LINE STA. 3+40 — — I _ - - O� _ { MW �mS1> r, mom ms R aT O X00 m o r" .A x FXwo,m x rym 000 O O Zjm C'�l �^0 x I �_ DZZ� O m � x O J�J000~O O �;0 m�> --_ A _ N O = I Z m a r \ i m --T T n o O �Z -nl� y I z cf) m c� { t y 31 L1 �j I m DOxm� L J ll -Z 0 O n p� 00 Z yZmO p O m A A - - I J V I G ( r 9 mom y` D �y� I{ ` O no rf I �I < Z T.O N m 1OX mOO m omm OIX to 11 __ x �<p e n ofd FI O�m an p P m v FZ I Ci / m mix Z O <I I r I m rD — Z 1 s\ s a a � ICI _ �_ ____p.p m — •-n — — - Fo� II h '-i:il Ax� mOm om --I N D E !m0 00x n0 OAn moo + :x w 4 nom- - m oxm! Om ti O oc� �<p, x x O nD Orm DO O -n—f �Z m a 77, O Z O m m p<X m Z ui Z�< A C m 10 x A Imo m "1 Ox Orm L/ � - 61- ' mom m x i' `x y0 o Q m z� m� m i< 3< I Ali G zra- m moi s zo '<'' o m 'A A, c� �y _- m A i a Nm om m of on o r m °a o -im m a am x o A� o � m2 czi �o n � O J 30 o v z o o m MATCH LINE STA. 7+00 0 m 0D� Z a rrm~nn w r� 0 m T r Om D ro �-n 0 a 2�ac��'Oa CU DT p O D Z Cn<m m �z�°oa o - -, °o r > z-u z+m7�0 o�zmxo o OZ zm� tim CD m my nya°niz m o�zA2 Z cf) °Z O O I O I fV c TED-40-3377 � D D 0 r ? m n -t co 11 0 or- o m I � o � �ycy F N o,����_� I a �° ✓ R a h d m\ to MATCH LINE STA. 7+00 - - - - i D Vl A vc J CD� mD j L ODD �E r�.n mXm �m 01 °rm �D. °mo cl i` A0 I m 0 c 0 mo o m \ Ow Al I z m m m c i I r O x _ m fir_. NE 24TH STRUT - I o� y E m M < � \ mm z- m i nm oD o - c-, a xo f _ x+ -r 1 �.,i _ - O m m rn I 4 - �' L.;J D D D I ,. rr 2- v 1 m r -- - 1 D m n x V Z n r m I � a` II I I e �M °Z p p y m n + �O ° } O-I A '0 A O r m - � A z A- m A m a m a I O Z A to _ O 2 m (n MATCH LINE STA. 10+20 myA non m m n Am = o� v 0 o no n m z m cc n oo � No zo xm m cn m n o cc rn "~o°mro M _ z °rZ� m O D I o "pnw�0 n o°m �� z n opz�m�I r °(n::E0r� v mm°°Iz i C)> a Fzm �D D.< <m i���x'z O z°m 0 a�oo°o rn rQ Oz m amo Z o < mo 2,m "1 a M o oz � o Z z 0 ru io � o x � m z Cl) 0 0 20� � Z ¢ 3 O U W W Zloaaa�w > o W m¢¢omo 0 ll'w2¢ 1—CL Z W Z�W¢ a Q a3 wz� —>cnZ U cr p O z oomwwy Q 20 ��lJlNJ m v)22 O Q w p N G h J Z o I 3t IZ¢o F-G W WW >O�' W 4 CL CL �i F U OS+£l 'VIS 3NI7 HOlVYV o CZ S. N I� N s I l ¢ Z ¢.z7 o a U \ woo oN � �.. I a w aZ a' •�r a O N Z ( m WY O ov, 2 DO a wom a�J o p z wm zl o o wo \ w °w� ° �o it w� °o Fn a so ¢ w a nU a Q U to W w ¢ m + 4 W U U d1 W �m 10 fnO �> f w �' Wa 2 Z �a O cr a fY QU N 2a U of "O y}t Q O W �¢ I Z � N �a o zoo l ICE p N z -j f m z w z w Ia-� r�q a z � o z o xqQ 0 9t -, z I m J z ta O m O� - Q fz XO oO Q W H ¢ o-H o Y W o°Jiw�� � WO W W WO WUOz� 0 - I � oW -' - mZN�mz O � Q WU �O N Wt 8 \ j Wz V V z JYH v�S - ��i I 1 naa-02<m3 oz 1` ' I X V \ + Y - \ W W I >W U J t z C uu 1 - �> �I �e �z W A w O L - - o OZ+01 't/1S 3N17 HJlVYV W a ° U N c U ul J Q 0 LL£E-Ob-a31 I C0 z w 2i w > o z O N 0Erw z F._.a z n z w �a o w->>-,i-cno LL¢ t= 0w °0 z Z + o U p~o i w cn i z � a } w 00 Q U OZ+Zt VIS 3N1-7 HOlVR W o W ZOy 4W O0 G v > U F- 2 wm U U� � � �2 � �� !L o�U a a ro �- JO o pW - J WW W W O 02 Z 0 w Z v �v z v W az 3 OW OW O O dj ti >— W K � � e Qw .,' � �Z U \ >W �c� w>W , --- � .y-. z z a o �o - ~�° ° ..III ¢� >1 3o W I lid o ( \ a � \ I ; -�1- wo wow W I aw y °> Kom C, �I 6 oo � Z N o \I� - I� wo I?o z O�V a a°¢ m 30— my I Q X I\ a` < wmr I � Y U W Z � U �i wwW Oi-w a ti V X 0 —2 1 cQ� � U K Q w� Lj U O�< —xz ¢i 3 Do wY +L< ^Z2 Om ail QC�~p w m3 z o -- ' ------_ w _ w wu �UO 3:< ' I xwl �l o D Z Fw--Y a K Q J° W U¢¢ J Z 0 Um W—Z �- LLm �NQ C) I n y 08+E1 VIS 3N/-7 HOlVYV w Q O U u CO U w J J LLS;£-0�-a31 o U) z W o 2 08+0(7 VIS 3N11 POIVYV o >LLJ ZO T ui + 0 F-EL Z Lu U)z W > 9<, LD LL U) 0 LLJ C� 0 z C> ON z 0 + O�O LLJ 0+ —14-1 o W cf) X0 Lal� C� 0 Wr LIZ. -z -o- Z w JO L L ac) 0 < QZ 0 C) F :2 L MT t 'o I C, L- , 0 N N UJI 0 C)0 00 N C,)� I L, z 0 N CL L , �j N, < z N Ed I I N n x Lu Im owo a,z C, T 71 Ir +,< m-- T > z o 10� -M/I x C> 0 SIM, c1l x M< mm 0 oz Z r w o x F C) U-M < M Z 311 o wo 0 0 > az um TIE0 W 1z I z I OJ+Zf VLS 3N1-7 HDIM n -C Ga W -j b < cj 2 0 Lij 7 -j (L < O O � O Y N N N N N -IL Y."d1S�Ni7 H01t/W Ob+E b'1S 9NI-7 H01d11V I zoasc I � 99 662 N W cn zoa - v Nzo I a OC67Z + W �¢ µ0 WwQ N W MTM=Q Z0 W �a3 - UOO III n 3wr¢- N CL 6bZ=0. W m _z< z oO10 _.W" Jo _If II Z� O ep< \ 11 w I ° 642 3Li�.� NO +3 8r 6bZ 3043 'o Zb LIJ zz — Q O n- >ZVl U hll 1� [[ W ¢0 I ° Y W o Jd zzo� >. - _. f � a 7 DO �-JZ 'D- _- re I ui c���a ZF- - n - - - - � rw-in I_ -UmZ 61642 U>O� � Qwi _ t- wZ d-U U N W u Q o p,n M 19:862=13 zmQ n, of'n tf 61z=b1 -> a /. of h -- o�o cno pro x�a L. ¢vo jell S684Z a n Two n ^ ro > L98bZ=13 II m LL'o6Z=Jl O u now I, a =rn n to f W�o x S n? oa a a S'L84Z N -__ 0 3 4:d> U Aw& _ N� 2 b L�l F`n 09-B6Z=�j oro `Jo ^U ¢hrno a o tE6Z=01 0 °I 3>�n +c02imaev Sty ^o__ ZE3hZ iz W Z ��� w z '- } - N W\F 11 17 N II \J 3U ~O 6 '6 gm w 4 a _ I I� >- _... L6 BbZ. O ago I I N N C6 862' 394H Y - U ry�....__� 9L 842 C� 3 - °o r.— - - - - - - - 9£'26+I SOZH 2Ua _3 IMP S Z rvi �� .,..�..�, S6 8bZ -3043 w-W- N r o - c aim .- SS£'8+1- S343._. W.h_��k� bl 96862 W�N N r I W¢3µ 6L 2vz �' o TE n O �<Noa�z�a-37>oOo a w�z gna�n h ww>Z m j w o O06 a too; -OZSSL SZ 6 6 = 4LZ Z 3 c II - 1T nz ¢ cL11 fo N OL'OZ=D1 aa n w a x auto! OS show, w + \j� K oo 0 wz ' cnU23o;? w �@ "'y°a c33a Wp 8ZlSZ=lj � I °Y> sari' 9 °QZ N. j�p Ow BCLSZ=D1 wo_ m�� S2 I m _ o�� .w¢ ° I _... _. _.. o.� �StSZ o ><a 9 7 V � �' _ 3 092 i Ill �'� �,. �zow IL ZSZ 3A9 ® 89fSZ=01 a f m a o vi 1 r i,. ... vl c�c�a o a O o F oz ,,.-. E� :>: 4 c, - - t F f8*0 5048 _..._. .�.`= $6ZSZ V ��I I� _ �, _.LS"ZSZ WO�� _ I ¢ww .I I Q I 90� 0-6 <�o I h W w>w°w 8S'bSZ=01 � �� °2 Ap_ oW rno tY E� �W W�da SZbSZ .ri I I v 0 oz oW \ 02 ry zU ��609SZ=01 O ac``i A _.. w®.._.... 98 SSZ d' I r U2 NEW O 3 I _ � ¢J �- w sow u-� i of pp ,L�H�ILS H192 HN m z oil . zo z z - o �� \ � QUO - ��� / Zoo= Na o —J _ _...¢.0 Z? _..... �.. won O I N 1- ozw�z w3�ln O U �c ti w�3 I w i I K— - - Zl �KOO my O ' � •__II _ _ I I N N N N N m ro.i"ao I I W F_ U o m 0 1 I Z io p0° Op 0 II N ¢ ¢ 0 ¢] �J o z U a W ¢° z z z z r II U W aQ OZ OiD��ON� 2 �0 b=U ¢ mZ W W� N Nw 1 QU O�=_ aw¢WV U eNrno 0O^W J O fA ornmro 3 o0° �>- NW ?2N 14-1111 N�~"'�NN �p 2� Qe Q� Q Q° W Z v 0 II K O U J W_ W W W W w W 2 W W v1 W-a N 3 U m I W¢ g N¢ QW �°W §¢ W W N > K W W W W N O O O' ¢ ¢Z ¢Z ¢d OWU z U�° a 2p �¢ Na U 'N in i Gf �w A J w ¢ x XwN 0 '? O ,m¢ UW CC on �O ° I riU E W 2W 3� 3 WK I"W U J U 3 OWN ION O� OW U4^y2O 2U Z 2> p� ZJ 2�0 U UO UO UO UO ¢a ¢a ¢a X20¢ro0 Nom• rnWea� O 22 oaJ (tp 4_po IYO QO O N`> � w3 J J N U¢ � ZN 2� Z W 2a +w3 W Oz �Z aW ��¢ O O U O NN11, N wavy WO U� Rmn > 1¢p Z�Oap ¢O ?3oi �2 I cnUa ? In>�?�ow W,.1 O' �i vWOw � O x Cn O O O ~ Z N N N N N � OO+L 'd1S 3NI-I H311VW 00+L VIS 9N/-1 H01VYV w — ---1— — — — O o _ _y s8-sbz 30n9 - : — — 99 SbZ Z W xw-- \ II °w 96+9 S;Jns � O d Z . 1, a F — — — —-- I N ze qpe-73 Z l5 ARi \ Naw°N 1(o n _ WQ¢m cf)a Cc W > j` 947=01 L �d z Z� SZ-9bZ OD QW z Q 0 F ° D o O¢o Z +z f'z N4) w Hf`9 =1d O p U>88.9bZ t5> n J Z 9,,o ` 3wF ^ Q W SS 9bZ° O II c+ QO m¢ � OQK timW > I I }ya N�Jam. �zUU 1 - - ^ NWD:?UN? U^ 4'89bZ=7j 4 �! hUW 3Q, f m h 2 zz _ Ow .£Y4Z J1 O 000U __V slzvz -n3h I,d o sI Lbz d U �w� _zUN2 L66i'-9 V1S /A d �...... Wp ... a- (n J ZO LbZ Zm4 N �� N QW= f 88-L4Z=01 z OL"Lbz tSZbZ a II _ a M z a Z6[bZ= - - — ° o -1 J � 3 'o o z4 s4z=D1 O 00 ° o b Lu m 4zet" O j o 11 t W p � W w '��-- a LbBbZ=ld UCH Sao Zin Z' C) r< - - - - 1, w�.- 0�U .Jo +UO�vv N L6-84Z=J1 z, Zz° U Y N m _... _- ;.�. D_ 6z 911Z m I I o}'W� NW ONNN to mUd 3a:Z W 99 BbZ CIV p JO Q n h x T I *3 +�o * bl snz 3�n3 o- o-' o sbz=7 MI �I aw I tea,>v, m�pNN� �-.p 3� !S-6bZ=J1 O a it ��� L9+S SJn3 �'"a z0 I ZZ qz U_Y N _8l-6bZ ,,+^ O ti O w - ¢O c6 U t J - =a I�wN Ic (->'0m w OWONNN _ ¢> i'° I�¢o �ZV pz NO�vv : 85642=J1 X30 _ a�� aw�o U� m�.JNNN I w� l=zp z ,....OW ono Il...u_ 08542 =oo I lllo ww¢ _ OW .. _..L96bZ Qz p>° O¢ 88 6bZ=1d >n .01 rn 8f`OSZ=J1 a ° +No osz N am° I v i�. b M�U �WUU z z� a o. zz� zz Z to Ewa I • c�'�a tin zw a ?r -• o -" i.i z 6IOSZ=7d z m< {;� ✓� ( <�i o cz o 69"OSZ=J1 9£091 w Z - �Q o z s - i �I I __ I- L x� Z6"OSZ=J1 51 v D o o s _ - I;, I It v�.�Orn ..£9092 io y. _ -.-_ _ !, I ¢ ° ]I a o '�' U w°�' LS OSZ=7d U a I � I I z z n II o L0 lsz=J1 z¢ I J I �=^r a a S ¢ �... i. v LL o _-. _ ¢� 99 OSZ w � io Ij a I li x2 d: - nfn v,WU a tio� I T I 4 Qi 1, x x zmo C'9 0SZ ° zwo a I U� ` I - w°mow fi"lsz=J1 O P6 09" o n Qm1 IL-,w° "'� O I : cW�i© Z9 OSZ=1d "6 zo° 6 OSZ i Z!!S I _ L o¢WW I ° i>„wo ZS OSZ=1d V)0 I I� °o - z a w o v`"i ZO ISZ=J1 O �z� z 4, w Wo 4sOSZ O z zl¢. e,. i I I I a�� °�z o N 6L'O9Z + oU ON aaw I 6 13 w ¢ z0 ?o� 0g,7=jj a �pC9I-z --'I w I I 33¢ oU�2 N w4 LL~b8"OSZ=J1 z r , w �I 99 Oqj z o i iii I m?a: Lu 3 c'n l\\ } 99 NZ -1 - WW1 coW � OSOSZ "3JnO w�0 = li 11 <zz°w jpWa : 60 01, _j F Li mc�+oa U1�W Z9+( SJns 6S"OSZ=J1 O p.0 2 _..... _._ _... _.. -._. It,oSZ - I _ ] _ p a4°o _.Q 6Z OSZ t zl o� ° o V✓'_ ILA. -- �• �I Y 1 Oti+O 'b1S 9Nl�H0lbW Ot7+O 01'VIS 3N1�H01VYV N N O N N U) r �3 0 0 ail U O K ZK W S¢ 0 3Q Z Ue z U`r °3 z oti z°� oQ e o Q I v h~ Uo m0 cn m U z 2 W¢ _ Ua ¢y tiW U U �p I ry- CIS p U ,y O Wti 2K �W - U UZ u1W O� W W WS W W x Q3 CZ co m j vi O }m Q v U� z J ¢a Na z Wa Q�sU _� lij¢ 2 wW �(, UZ U'W' UV) UK nn co Z O� a x ¢ ea O U o 0 0 I W o �o o Z3 m¢ Gui J U N WO = °O (n � wom ~C) ~� m VI O to V) N K 0 2 -j 3 3 Ww ow °J v U o °p °o °o CIL 4 ZJ Z�U UW UW U¢N ¢N fA O 2U Z 2> O �¢ WmJ ¢In ¢cn Io �o ZO ZO W w oZ �z aW Nye o� oa o� o� WW O Ua oa oa Ua W O /I� i O x I N7 a I I I= I - f- Z W 2 W O t00 V� OaWow N N N N N Z2Zao OZ+OI 'VIS 3N1�HDIVYV OZ+OI 'V/1S 9Nil HDIVYV Er a a o 0 _i , 86bbZ 0?,W Z =— — - �� }Zm Z o Q o avo 0 HQ�¢ J I- + Ws o 0 1 ° > 96 bbZ LLJ 1 W Q Y 0 £6 ttZ 3011l8 (- a : 9[tB+s sOna L'6 bbZ U N� 9L'7vz - - - - - - - t LU O L� Z o 0 Ii " _..._.� 06 bbZ — 3 I I 9L bbZ Q N 3 88 bbz N -s 0 _.. W_.. ... BL bbZ o I 0z a�3 + y N z E Q ^ ti (6 , I �j it I I - _ 4. ¢new rnW°s viU 36E? =m Le sb. w mo�-?w Z=w �Z� Q 3 o m w o'a w 1✓' U w NI � �. -. 98-bbZ CO �z � --A Owl ¢ 3 _ _ J._. ___.oz _. 99 V, '+' �F �z ry CID w o w z a Fn�-y o N z o w rnle_III �WQ�nO W : �tz F o... ' w� 99 bbZ 1 14 N O I O I wt cs' pz r I Hl 3 K J �, Co �a ul _ - -- z 2vi 022 WNw Da 6CbbZ �� y ¢UUX U2� n�¢N� _ tl3 W 3 4 of U 3 D;? 08 bbZ O a 711 \\ w 09-titiZ 30n3 Z + cpimwW - L096+L `SDn3 0. o \' W Wm� 3 -� a � U _ U 2 ° _ Z8 66Z > —r. — N o 99bbZ m w 11 I � a �- �UZ W O� O O O �m Na �WQg Q" �6 °am AB �OSVZ Ol a�a� z6btZ O cp arrNlUa iw� �wZ¢ T (o ^ Q �� o6 bbZ 'A� V m>�W�Q aZ °/`- _ - wY� = II V iNj N U >�w U. N ZpZ �K �,¢ r�° °za W _ N +N Z o au�f<vo�`n- I ,N 3�jF¢w wQ^ II �"' wrb o° 08.91 7J o\, Y co ¢z �. >m�? 0, 'i. il >Q < '� I ..a O�Q z �Z WtrW T W 'U-� o z(r,`�Q Y 0 0 0 0 06"F. :« i�0Q-0-w w LI ---'°azz.o acL �oaw w oaao 3 a d"' I—�OISbZ=I� �� _ �I L ►09SbZ=01 O snz N IN O_ Bb-StZ=lj 86-9tZ=Jl OO+Z VIS 9NI-1 HDIVYV 00+Z VIS 3NI-1 HDIVYV O 2 O O ° N N N N N ,U w3 'U cJ z 1 0O 3 2 2 Q cL U W ON 2 3 a oZ �tl Z i 11 i ¢ z°m o °m>- VI O Q CIS - W W Z vOWi 0 3 V 3 ti .✓d , ic S L ¢? e Qo CL 0 K Z'Q' �z 0 ✓"� oa as aW uj wQ w� w w0 W Na z w m U�" UW U UW W ww¢ w m �'� oo ¢� /� wv¢i �3 �0 �m zW wW WW >W 1W oz a iC ¢y ¢ 0- z/� 00 00 00 00 �p ~ (Y> SOD; wJ li¢ tiQ liQ WQ Y W W Z = W O 0 U w O 0 O O K O O Q O WQ cai> j0 �¢ Xq- Wviw U N UW Q Ww m3Q IL 2J, O,n OVl Oc/I Ocn (n Wj W W¢ �2 22 232 U Uw UOW U0W c>0w U W zo z z� pW �,- ww� ¢vl Qcn ¢,n ev, = J zw �° EL Q em zo zo zo zo VW OCt o Q U O -�w a J In V 2 ¢ oa oa ow pa J � � iz N^ nN �coim O a m o 0 o 0 U) N Z r I �R I I 1 1 y rn-A� °m =1z" m rn- � .:•ii !�Tl co D O omrn m -, 0 _ *- O IN A 1n a �n a cn D vl D �1 z z c z fn Cm C� i� 1nA ulA �A V1A n Ip AO AO ao AO O n�X 2x mA Aa U Ai OD 3T �xn mA mA O° 02 fTl m� °� Z3 6 z mAOZ ocni on �a a mo I r �m � mn �� era- z ti -0 UmA A �A r czi� ro�-`r �o a °m I ~ Fz z zz Z Q AK aA "'� rno Nnr 'Ia Am m Am m < nm Am nm o •tin - Ib � m cP� m mm m j °° In -o N m yl n _ z z z Z I O� in A� Z az Ac m FR A Z y A n N O T° I a� m AZ a Gp a� z a o o o 0 MATCH LINE STA. 10+20 MATCH LINE STA. 10+20 4J. T I -I 71 -',, 7 -1- -- - - 245.04 245.23 245.47 z 245 47 1 cam-Am-- c�mmi .a I mOA-t �� m a \ ZAyP D� I o�°iGf,'.y mAy ZC�nN11'Nrna 1 tic2��p;. �O CA245.75 8 nr I Z Ob 00 2457 ~Z ZN°V+> OCmtiASZm°z tv n �O Nr vl-` m r _ -m O •N InN m EVCC_ 24587 E AOrn �, o li �Z < N A nm<m 246.05 N A -• �� N p - m A 246.14 m �G X -. + O Imo' �2 R'XrOD °m iE 2=N° D + 246.36 r s ti 5,VCS 11+78.17 �Z�p zx��mmov; m o' o A m n z 'T -� -- r 0 2 \ cn-y r N 2466.51. v.. °.. �. BVCF:...246.47 AyZ voo c3 0 c U ZA Ohm<� m m� Zm�zm a � 240.68 - om cm 24685. m trn 2N.QZ.Ak o TC=24703-, x, O� < _A< Nw yob;n�in-• _ { ,I ' - OA DmZ FL-=246.53 Irno� oro N�oAz° mz�gn� AGZ'>. ymA-1 Aoo orovp o�mmf- n S��io<marn�r r 2 a-nZiz gy 2+ 246.96 O-mIzmm 2a 7.76 p D24734 to A m? �7C= ZFL=24684 map1°Z m �zn�ADz 9 II' 24 . m 24744 rC=24762 - a nFL=24712 D m Z rn mAZ O n cn 24%.46 �O Z� ti mZ '� + I n 2O 247.69 m0. N N.�. 1 A : I z TC-24787 mAa� or ` FL=-247.37 omZ o't z I'll cc) '�Ni I kA 5 24 7.69 x + oil 247.91 C m ANON _ D _� TC==248.09 no A I tim o - 0 ►. FL==247.59 Nm 'ZZ Zy�cn ZA�AOCn EvCS: 72.38.17 N a D I < \'7 Aa> N v�'t EVCE 248.08 <N«oo a A II N a m o" \ 247.91 O� o NNA Av OZ U ` N i' O N m + 24 :o- m,Z m 1 mn� amoom TC=24827 &VCS: 1 2 t 41.13 FL-247 77 BVCE 2487 D a C / Z° _2 A C) O° .:. I. . I ° A 248.10 A A y Z W V mV. b�r ° I 1 248.10 �A b� 0 7C-.248 ....46 O o FL2479.b 0 248.29 24848 v 7C==248.66 �I'o n ON°v!FL=248.16 244.51 7C-248.88 24870 44 Zm �',I I s)I, • °-N::,_�,I I I�I I °oon dE2A m4-c mn-z FL=248.38 ^o �a 248 80 + l F48.94 z l n rm TC=-249.12 L L-24 862 QD m it A� o 249.08 "cs 14,41. 3 0 0 T 0 - 3 4�D 249.2 m��13oa�,mc,n z cn�z y n r D 0 0<n- no�mv�2-Ai{OAmz<'m�m�'-i�x a-vr r o zD<y�i - - m _N O D m iC=-249.38 EVCE 249.22 Do O 1 m Z FL=248.88 I m m 1 ro Zz �aAS _ jwITM)0 W 2,2 F nW UiN a I �� Ao +� Oz F <'.449.i5 o m 2 k m v 249.60 °' MATCH LINE STA. 13+80 MATCH LINE STA. 13+80 ]"i i PJ � nD 0 0 0 0 0 (J) u N V z � r- _m co AO AO AO AO ANE 00 rm m'➢' ° M p D 2 Oz 02 ( - r m m cm T� a yA cn°A y° y° -�1 mxx °o °o �o Ao 4�x AX za A➢ ro A� o ymp C- ➢m nm ➢m zp � Zon o� x� izLo 0D Zp0 �A� ya yD (/fix A Ao xa xA n mii pig fit VI iP ODa pr D Dm -0 II' c LJg°, m m m m ➢° c v z z z z o r'n n m n o A �p oa x z yA -• n r- yo o n m AZ a �- rp z O° z ns z ➢� aZ n y I O c A n � o z >• ° UNt UNt O U1 O U7 O MATCH LINE STA. 13+80 MATCH LINE STA. 13+80 I - TC=249 93 - FL=249 43 Z -no O - - III I�� � AA ➢ VI.1S➢ m0 -� pNm mN.p OP O + 250.02 II II IAl gym~ \ _...... _ _CmAW Az�➢O�V(\ilN - - `� °o ,I �w N���z+0 n rmy II u TC-250 20 z z c m FL=249 70 <<�� o o + 250.29 �cn..o p� ..off Inca r?' fcnm mN rnN co or 2N0 ffaoo� '-sz hl��_ O m rw rn c�mm o� zoc� o I 4 = TC=25047 0� �_m VN p!n-iO Vl< N OA FL=24997 m-` Z-' 2 zy O _ v Or Oz p�0 p ��➢� DSO 25025074 0� �. -0? _.. _... �..mAO _.. pnA m o . p o 250,44 _ r.�• 6 y r0 oz z _ A _ �Iti FL=250.24 . BVCS: 14+50-83 j' 25077 0 250.85 za.� n _ BVCE_..250 ii _. Mc��In n TC=25103 . N�No oN� �ZzD Dmm FL=25053 mom oou, ��m, zoo - Ic_.I nL r N,aZ -2- �o N+ mmo rm s s TC125755 _. _.a m� _.... I _. -... _._. o �� ��° z oyA I ^ a O 251.79 +-gym ��.. -Am _ �C� A�� S- T_.. m FL-25105 r �- 25_25203 -0 251.85 "'�� „� c- N n A n X X FL=251 53 11 0 252.58 0 o z z_... os.m°i.N A= i z> OD m _. -._ n W..��.. .. Dmo°N+ ____ I, i�.. J� xmN V m N Fo TC=252.76 m° o -0 U o A 1`• D y II FL=252.26 _ ? ' omcno' z v c�mz�� azv x 253.34 �npre n. N mD IIItI I Ono 253.47 ozpZ. No n._ o� :253.47 0 r` r:`7DDw I " - �on TC=25367 z®�m. loo oA TC=254.02 =gym AmxN �. mm ._� FL=25311 ©-�zz. o'n FL=253.52 °azm �^°tip Do= = V Ti�rjZ A� O Op NOS 00v D w r0 Am WN m lrl m 04 I 01 ga + 254.31 � IO m Oq` - Of-{ _ 254.52 n"'z m y 254 52 c°� czi'= <n O TC-254 59 �'cA`o N m m TC=255.31.... m `l ° I! /I I'• f D vzi 00 FL=25409 , omm °n FL=254.81 \ C.� � zA0 I � I y o8 �o� ^v - zz' 00 a 255.61 v� < 3 255.72 3 1t w m� n� 25577_ m I pC 11t �inma TC-255 73 ➢o - Z o C O TC=256.70 cFL-25523 mo FL-256.20 O z n A O N A O 256,92 6, m° -.."in N N m m C� 257.08 o m t'� zs7 08 o z w r O TC=25707 oo �^ rTC 258.74 z ww ° - FL=25657 . : . �^m ,I ^ FL=257.64 o .. Dmozl°v - o A -{ Z 22 1x_ �l GC3�my f�Z OAO s 00 258.4II ..`- II II_N�A:; _ EVCS.. 16+20.83 �N Dz M*zzm I{ f Z TI 258.59 N..N rnm �;...... poJ:758.59 Pcz)> •� I So TC=258 54 : N ° EVCE. 258.66' m p TC=259.65- m y °� `• `c �� II FL=258.04 - or.�i-'gym° O'' FL=259.15 260.06 _Z i� mAw w...._ o� _.. ��_ j� m 0Amn. TC-_26 �.... r �zOVO � � _ O 7C=260 42 �-I �y.TC-261.09 <, l EEi t�� FL=259 92 �`..... 0 r �� FL-2159.59 D O m Y,INII o rm*�.O m n m D ` O _ DI -'1 267.66 "I. < T I _ �� 00��, z'�'�'" � z .I -' D _ ym o I - i �A + Dnmm+ 261 79 r 26'79 z M W qZ o N <O1°o S O T °o G TC=262 75 �;�; o ''I p II TC 262 85 p FL=26165 . o +- p 'FL=262.35 m00�-Ni pro z� 'no � 177 II II N No -..."'� .c„V a n rz*m n -` �. I v >.m m N � 0> Tc-26,3 75 Ul N u J m Tc=264.45 m °z o 0 nD O 263.39 263 39 o m �OD� �O ° o °�263 26 Z o (n FL-263.L FL-263.95 z 1O f 4 O D z 264.ag _....... __._ _. m - fC�265�5 BV�S 1 0086 I 37 v A m = z-p-7 _ B VCE 265 0 ° m fll M O TC=266.05 iv I fit + O z FL=264.85 r� L=265 55 m I .� .� 1 - o m v 266.43 z O MATCH LINE STA. 17+20 MATCH LINE STA. 17+20 cn 44 NA UN1 UN1 V O U7 O U7 O U7 O i o w I - 0 0 0 0 W N Z r �zx �x x-'z na O2 O2 O2 02 N( (n z oDr Am IvJ z Nz� az rA ), p m� mcn m� m� o�Z r'z m °0 02 z oz o-I v,A J) mA mA ocn= bm x ava m< Am O mmX ZOA ZD a� 0 inn ,no � m m� x zm n D �t ,t n (�/� =r< aA �o�t E°z r➢- °Zi D = it zrm- zr zr (A mNnl �m V7A� O(/, y °(� m p° pO o An �mn 5x -,u Ao by m< m< m< m< Z timz o� min r�. An D <z (n xz xA xA xA L) �x� o� zn <m nm N D ✓i m� O� �� m� Zbn \p m O m Z< I� �Am o °r om Z mma °v ~ �cn I An D �n Aa lm Onr �� nZ OD om �y OA A ➢A <A A�3 20 z- z U AZ m m p Z m Z Z m'< ➢A ➢ ,,,m �D 1 � N A m m I Zm mm o= no cn c m m A� �-z �� N F Pte, :2:E � m� n m m m m A° �m z 2 Z as v,c� m o GP O Am rQ0 � o0 Z D z �o �O o n 0 A z ro MATCH LINE STA. 17+20 MATCH LINE STA. 17+20 rc=266 91 rc=ze7.61 . I - ol, a FL-26647 FL-26 7.1 Army z <ZD OZ�I��ti '♦' � i ".� C9�� o �� �> > zo 26790 - �... �mrC ~ommA mom+ 26801 _.N _...... _.. �AmO 26801.. TC=26837 \\N mb TC-269.07 0 0 jD'o - - FL=267.87 - oT A < ice ,fN oV 2rn •l,r;- �I\ o c _0b n m �Z�A FL 268.57 mm �N o> XXN~�J OG)mmm m mom ovN o m" r m z o m� mo 6,ZA �mn 269 39 m _ _ a 269.39 z = z W I o o+'. :ro m m v n m 7 Q TC=269.75 v D h�ti o iC-270.45 O A o.r I ` m >o m m+ 2 O FL=2695 r m=oNN FL=269.95 _-vm {p-n�, lit o n o m F 270.68 N 270 68 :270.68....... <z ➢ o 1�.", I o ° o TC=271 04 !TC=271.74 z z FL=270 54 f� m FL=271.24 { -- . + - - A 271 84 U ' -Z1 271 O C- 7 0 271.89 N O TC=272.25 0 mo - I _-'- oc�mmw FL=277 75 'FL=272.45 _-- A�mm> -� TC-272.95 n I m < -f�vi� 272 94 a" y ti o n y E4 - a mm _. ;n a 27300 I II :..� 273 OD - o II TC=273 35 Z o.. a II < u TC=274.06 j �. I m n m < FL=27286 p - ? ° m ,FL=273.56 ---°-°'t�m� - - -�- N. .. ,� o vzim o + 27389 ° n rn �w o zZmma z� m 274 02 z -...... m 274 02 a I+�-IV •' 1 O TC-274 38 m TC _75.08 D Z y FL=273 88 o FL=274.58 zmi �' '' - • I A�o v, m p G m n Om I - - A-• 27480 A Z '� .. rn� ? n 274 95 m _A F n.m -. 274,95 _... I ;L� a m N 4 m TC=275.31 m \ D TC=276.01... / _:: ,j N N D w FL=274 81 : N Y rn m J ��FL=275.57 O m o rj •.a vi °rnm may} A AZ ~ - 27566 O N�D[+1.cn o cif a �oW I •� ZD m W m�ZZD + 275.80 z_V -... -... _ o -27580 m o TC-27616 N b'� wT m TC 216.86... Dow Oo� wN .t ,m 'I?,@ O FL=275 66 ? a Q!w to ° FL-276 36 Nm z' ° .•+ V may N D<� r� O cn D 9 O m *E� m \ z, 27646 °z D A L D�oro ^ac o FL=27647 FL=277.11... Amm I om� 0 276,55 - 276.55 z TC-277.67 a j m z I i I o TC-276 91 nC o © Any � Z2A\m� -{� 1 0 !`gym _ _ _ ... _• 'I.. N�� 277 21 277,22 277222 �m-u Z Z n ?- •, ���. °K • m NrCb mm'0n !n r O TC-277 55 : N+•. -I S FL=277 05 - ry r-c o FL=277.70 O m O O m VOm� n ZA�tno(n Dm�° +1 -� •� • t\ 277.72 -: Z{.O L II II m 2?� Z-�in< 1O N m• Z A m m ti oZ... (e m.-. NND°tp'• ��Df�J OVO ` �G)mmC1 <3�u- 27780 om ��.- r .z 277.80 V V�D �o mz =momz II A TC=27798 °ao m C5 TC=278.39 v40m b�c+n S.oD m 5"', FL=277 48 0 A EVCS 79+50.85 n FL=277.89 m a `.° .Qum I! D °O v O�mO - OZ� •..I AG)�-=-iy AND°2cbp o v m EVCE 278.07 - �x -? z o0 BVCS 79+60.38 ° o o n m I z m o o A f. + 27819 _..... �?._ ° -_ - AmA� az� °�Z .^�.., O 278 29 278.29 -.° o m u i�m I o m m O TC=27849 ZA��om BVCE 278.30 0 .m-,- ta oz _zW \mm y rC=278.57 _ FL=27799 .«A.An z�\mmy o FL=278.07 non 27860 �mm", __.. '_y Vy On+. _.- -.. �' _... �., I <- wcn I.mU urN += ITI 278 74 m v➢ - N. m N o�, 278.74.... II w a > _ w - u _p r It II II z TC=27892 m o mo �Nz oo TC=278.92 mmmvv2 -I FL=27842 o. m ° m? FL-278.42 _ z oQ' w°-.+ oQ? romSm A SBfo ° DO N Q �' ° ➢ mU �� ° �oVOm. I'I N I m D°=,�-� , Z-r O 276.4 m A_ zw < - z6 .N xm� I ozD °�D Nc 279 C9 ti mr a cn ^79.09 _ > z + In-oM ' b'� o> o n�cn v c�m Q rC=279 27 . Up a °r a TC=279.27 �? r m o I = o f D m� Q FL=278 77 I n u FL=278.77 o o '� U m l II N v A II D m ° 279 22 Z o 27937 27937....... _ m TC 279.55 �_ -FL=279.05 - ------ �. 279 45 rm m z o -' 'f- 279,55 111 _.. _.R.m z 279 55 mom TC 2 79.73 cn m FL 27923 NE 2 STRE T - D v O D 279 57 II II I EVCS::20+60-38 �_ _ = G O m-6, _. Z + Z T. 279 65 _.. Ul N-.. _... _.... 7, �... _.... _ _ I c o n ri>o w -. y No m Q O EVC6 279 65 T' - m w. p 'D N O�DD'Ti _ ° - �°zn /TTTI I more A�+ Gm?m=, °�+ ozz� c1 fa Ny aCOa -DZ�� Q 27957 _. -.. -. _. m<Ci �O�o,o -gym -c - Fz o m p 279 77 - -� Efw aoz� m< w m o < m °Z D A W I °2 M m Z m QNi v V ONo ONo o�� ° ti � Is iF_ -- —' I x i U d ao a S� W N Q O S Z LU W - > Z Zo OR Z Z W p�W Z Sao c) a W.......... . W 0 o:°o U U N.O Z N.m w a w:O o p o C O -QUO i `J N 2 4�Z3 Z.Z UFO m N N° 1F�� c ~2 WUOa a �N N N w ............ .... ... ....... .............. zo . . °mz 71 �\ c� - Z 1 Y a O p z sm m N z ZZW j �3 O O -->O U o N _ N U p IY. 0 O U° Z ....... .. .. .....o .. ..............�In K , /J O a W O O Z Q T / N U b 1 l a J U-U J N �W p °N.. . W Z °N a Z W o N a w Q n O N W U w Z > W > 1 NQ ° > l+n Q Q ` tL ...... .. .. ..... '�.O ... Q O o O ^ a ° pZ.Z Z W c O OM Y U N t0 w°U W N + + O N Z O : W N N SoQ�Q Z Q W" z a NaaFN < d o Q f6 w v a w p a. m" o Qom. oN o jQ ° w N. 0.FOr. O O ws _ win in: bA U WQ ua m 0 "yam .l M zd Y� U O= � U IX °Q O�M LLEE-(1b-431 � O OD CO N O 00 Q0 N O 00 Z CO Ln Ln tI) Q w L CO N N N N N N N _N _— N N v W L-ZQ 0 d Q b8SS'c Z Q a w—�w LLJ Q LL U w " O�rro N >-J w 46 SSZ U w �--Q O Q 6 SSZ Q N U W CO O w (- O N d> Q O _ �Ow 0 � z � x} a w o0 9sz a U) Q W Q (~/) > -i 0 99Z N- U w > = � xn� O> w <tG a- 0 LO Q < �� LO M D Q V) �l-9SZ �O �j _/ Ln Z 'N '.9SZ + o) F � C, O a U o W i ( W LJ Y O w I O b9sz ~ ( \ I_LJ W O L2 W J z O w 0 Q QU� b 9sz Q= W Sd mCC UZ d. O m Q O d Q 0 Z m W f O w 0 W H 0 ° �� j > W F- SS 9SZ -: "� o (n m �i> Q 9 99 c Z d W Z U � 0 O I Q 0 (n 69 9SZ Z Q C9SZ �z ` N I- 96 99E C7 H 0 t9 z W Q n O U�O a UZ CO xCh �- < - ��'U W F- Q 90 Z9Z J > = z tsz > O /gyp ❑ L(1 D Q~ J 3 U co Q 91 LSZ a co Z LSZ a bZ"LSZ ! W W C c LSZ m � H U W F Z Y � � o Q � ��LSZ U U ZSZ I ' I D E 0 ■ . . wL'i U O Q Z n v m z v b LsZ Z v I w LS LSZ SZSZ W 69 LSZ cc O I Q 9 19 0 Q o O 89 LSZ W CLSZ O d W LCLJ, W Z BZSZ W w ZQ z Z � W Z bq W J G O L'i W W z W 2 LSZ U G W 9 O w ww WQ = m W Q m 69 LSZ O Z Z I W ® a Q �d O h Z_ Z O m J 6zsz W Wow x xo Q W 0 W � S6 LSZ m W F 0.8SZ w Q O U(n � ✓ LL! 00 9W +� W N 0891, N U o v a � Z08SZ O 0 SSE + O I I O 00 co N O 00 (-0 N O 00 CD Q0 CD CD C0 Ln Ln u7 Lf) Ln d N N N N N N N N N N N LL££-0V-431 I I x t u N O CO CD d- N O CO (-D � N O O O O CO u-) Ln L N N N N N N N N N N N N N j I Z U) O (—(� CO 8SZ J W W Cn _j a- -�z o"esz a N w LL< U of 11 >O CE Cn >= zOa} E�BSZ 2 a 0nl,}Q i8SZ I U W} `i LU o cn CC W_ _ 0 Y F � LS esz }J o W (� 9BSZ Q o LLI� UWOO 0 a-> ,6.8 Z O Q Q 0 6S7 Cl U) J U 0 O Q _ j Ln U� Zb 69Z rl-) — – O W b oSZ m C� _ j � a t I- < I 48 69Z d" � 0 Z 00 >° uz £09Z \ Q 3: 0 j � O O i m 89 09Z C 09Z a z t L 9E 19Z � " 9Z s z U -I U W U� > Lb"19Z Q X W S-t9Z W O Z9 19� o `o o s_s 6 t9 5 Z£ 9Z Z E9Z \ W LLLJ O U @) 8 Z9Z a W z Q cn o z O w O O d O f- lZ"E9Z � ao oQ W O Z O Q � r m 9S£9Z i 9 E9Z O 16 EqZ N 6.L'9L �. O O W > > 1Z 49Z I D Z 49Z 0 _ D Z W (-D O O Z Z W J F-- W J C.) U(n Zb"b9Z Z W T<a-- H Q O bb9Z W C.9 �o W O w W O / 2 ZOO j S b9Z o O O O - Z Q < 9492 Cf) + j 3.; W U L9'b9Z "' Q W W W O U Lj z W Q D [b9Z un, U> COQ I?O Q Q _. 5 O O W_ m O W O O Z c/� z W LL 4W _ U Z J Z li 7 U 8"b9Z W L x 0 w o o" Z W --D x J d3 zC) LLj O > Z8 49Z �✓ J + �...--I 8-b9Z Ln j Z > _ LLj LLj O U� W L8 b9Z I j II s b9z +I C)J n E U 88 b9Z O \ 1 0 6-b9Z + W W O W > aa � IL w o z wo ° (-O O Cb O d N O 00 CO "t N (\ � � � LD CO CD CO CD LO Ln to 'Ln N N N N N N N N N N N N N LLEE-Oti-d�l ro i I C i� -. O N O 01 C9 C�J O LX) f� ry h CO Cfl CO CC WSJ l,7 L N N N N N N N N N N N F- j 2C69Z Z U)--L 697 J U�� _�0 U ii t11 0- >= ZOCLU — d Z 68'897 = di w CL}Q o-R9Z 1 Q ry v Z a Cc Ir LU (I S (r¢W Q ` oz 29Z 0 Y W CR9Z F-QC]Fr U�:�O 000 O = S R9z H CC _o_ U O Q Ln� = R489Z r S 89Z z U J Q 7 � zQw C� in az> l bi29z ° o x(n W WW Q O l R9Z O+ L�z w �O U 3 Q > b6L9Z W , n 6L9Z U�' ZCL9Z \ a 09 L9Z O �P _ 9 L9Z U( 8Z L9Z £'L9Z O 90 L9Z t-L9Z 4 0 f �Q �W 58 99Z = Z O O 8 99Z _ W W < W W 7 v Z W 9 99Z O X Q O a X CC H n WI CD _J Q / w tb-99Z /V` Ln Q Z r N m 6l 99Z I Z Q Z 99Z W W� H W O _ W C7 S6-S9Z N CY U O + 0 992 O zz I oQ v i>> 0 C- 8S S9Z ' ' I w /z7 C 9 99 W . OZS9Z r rn LLJ Z S9Z o > 0) > Y- Q 00 d� W Z849Z CD O W O 0 8 b9z z Zc Q w bb 497 V-) - o z - I� W Z W O T 8ib9z bDa x L" W lL � Ogo 49Z W I � lb9Z j W W O z 0 z z > W W Q 80492 `�(``������ °y✓ Z J Q J z z Q j L"b9Z W W W Z _ 'Z Q i Z Q - + W W 0 O W U J 80-b9Z �J a U(!� U� J X O -D /J i W 1 0 / 1 � t'b9Z j O +I N — I (-D d N O 03 (-D N O 03 Qc I� co (-0 c0 c0 c0 u-) LO N N N N N N N N N N N LLE£-Ot�-d�l TED-40-3377 N N N N N N N N N N N N O 0) J J J J J 00 Co 03 O N A 0� 00 O N 6; 00 O N D+7- I AN F- �y� + 272.0 z 272.02 O CD N O r o f Fq 272.0 D m N F71 ± 272.01 O O r-n �. - �- O D O O� z IIzi D @ f°1 i 2720 � Cn Ct3 f 271-99 -� D O z _ - hl m M wm \ X d t m X z O r r� (Pi (n 271.9 n O r0 �O a N Z � .7i/ 271.94 �* 71 D z �7 O Op = O rmM z n o� n� ; t 7 DO �z O 1+ . L Z C m FzTI�z O m 271.90 O O� o rn O O z 271.8 271.84 rn O m m. m 2718 271.77 �C11 W 271.7 >D U1 O T 271.67 z �N U D oT r S n 1 F7 o 271.6 zD z7X 5 OX z F- 271.57 � � n; o-n 271.57 _ � mz mz � 7 z 27L4 ` 2 D 271.43 m 1 Dz \ zn D O z71 O + _ N O 271.26 z 0 D m 277.7 v ( 271.09 b a -L z7o s D o z7o.as O -u D O O U z ('l j cn SID O 270.6 O=h O > 270.60 0 D_ z _ nPr1 og' 2 N 270.3 ^F y o 270 31 i Y5 c 270.0 O --; `; 270.02 ... c Si c 269.8 :D X D 269.75 m cj�n c.0 c. 269.5 rF- O 0 269.49 Z C) C z v fTl O D F7l 7 (� Z� 269.2 <U z 0 269.22 rTl < - Z D C fTl 7J < - i n = 268.95 U >� CD Tl (-0 1 o 0 0 o x f- N ° 26x.7 m U G)-0 m k n Q 268.69 m O C z D r-0m N D m 268.4 M m c> 268.42 -< g D-1 m + Dm Im N N N N N N N N N N N N <y�z 0-) m m 0� - J 00 co co -- -< -i N P (D-) O O NI) 011 co O N -P�l 33, 0 z�p0 -,m -j�K IM O�Z rn i o � i TED-40-3377 N N N N N N N N N N N N 6 6 J J J J < 03 00 co O0 O 6 O N 6 0 O N P 6 03 0 N U1 I+ O 272 2 m - OF 275 8 X I� Oi nm I m 222 m r z z OO r I X r� I C m u1 Uo�,n 272!7 z > -m G z II< m m z + C 272.1 Dm 7 � oz 272.13 D m P"M NOl 5 FR I z 0 z O 7u 272.09 m 272.1 272.10 a O r~.O (.n 272.1 272.13 n� D D 0 272.3 _ 0 X a s1 + = 272.27 r- m z a � m 1 Z 272.4 OD.� Z 0 272.40 � O, D D < O < m 272.6 m p m 27258 272.8 D U1 ® 272.83 n Z z Fri o �� -I 03 z 0 O z ----1 n + 273.1 D O -D O-p NO 273.08 5 �D DO �x m 1) rn 273 3 m m ED 273.25 m � \ D 2735 273.51 'T X D { m O A 273.8 <O c R 273.79 0 X s > D o(-n mz 274.0 � O 274.0, s co 274.2 :. (D 274.24 ss= 0 274.4 274.36 \ $a ^ 274.5 ` �$ F 274.52 O v o 274.7 274.67 m a (� O 274.a ��' O D 0 27a.8 1 z z C S � Ff C 274.9 TI o 274.91 o l O w Z �X E D -� 275-0 m [I1 f_ -� 275.01 c< D Z 0 lu O 0 275.1 ` O r 0* 275 r1 \ K °o \ mom mmgc) m0r� 275.2 T 27520 �ocQ0 = mm-<m Ln o DDZ�Z D! v -Dp 275.3 m 0 m = �--275.30 O � mmo n Z>0< ,M II D F=K N n r 1754 Om Z zls.a°�1 z 4 I L 175 L---- - - ----- - N N U1 275-49 IV N N N N N N N N J J CL co (DO a O v 41- 0-� 03 ti N N N N N N N N IJ N N N 6, 6) J 00 co 00 00 00 6 OJ O N 41 6 W O N O CO + 0 + 273.1 00 273.11 x �- O I 273.1 fv rTt T rTl V1 C) 273.13 m i Q7 O ul m C X 0O D x N C Z I+ O m II .p Z 0 r-1 O� CO 7m.J A N _ _ 273.1 © I ° � G r 73.13 r- Dm D NZ r m 2 D Fri m Z Z r O > I m -mx Z Ti ny a 73.1 2 O 0 No a �i ER 273.1 a rn_ jD � 27314 Oo n M m �fjQ b�{ + z 273.7 S •¢ N 273.11 g `T FTI O x L, = C 61 C) 273.3 00 FZTI m Z O 273.27 z `c m Fri n r D z c \ D c 273.4 < � _. am 273.39 O o ` / O 11 = 273.5 3.50 D 27 O z C cm 273.6 D O 273.63 Z z °O coO O + 273.8 m - N 273.84 m 70 D cj, 274.0 O Z - 274.04 N�� oq 0 -0 > 0 D D°-0 274.2 p�r 710 m 274.24 x o m ° m 274.5 274.49 D �xD s x / 274.7 m C a K` 274.68 �z S D O o 274.8 O 274.81 :E F D Fb� J 274.9 S 4' 0 274.94 O X D 1/1 275.1 ° -i gy �_ 275.07 f11 Z 275.2 Z275.20 IV r 275 3 OC D COC D 27533 � � . - C G 0 z z 1 r 71 �I-{ + 275.5 z A 275.47 � O �f O 0 C,l 1T1 (-A N zo o -Z (A CD C. C �' 275.5 D ' P 275.62 �-) (-)-, iTl C-n O O C7 O D 275.8 Y N Z N n � Z D 7 x 0 V z O:E 275.9 V D m z U 0 275.93 U)x D ➢ n p rr > Cz� D m 7 276.0 D K G , 1 276.02 cnm-<:0 °-<DKz z ] M -U O y a 276.1 Q z T 276.10 n mom m 12 D D 1=m 'm z 276.2 1 D m r 276.21 -J I L---�- --- -"_ N N N N N N N N3 N N N ti e o^ C i On I Cr (x CO CG 03 CG O N X TED-40-3377 N N N N N N N N N N N N N C� 67 J) J J J J J 00 00 Oo 00 w O � m W O N 0-� 00 I �IOI �I j N � cP + 273.8 m -- - -- O 273.83 O m 273.8 < m N J F _ °� 273.79 m 2.7 W< co O O fl o -�Im Do 1e 1 FTi 273.7 D b 273.73 X } I_ f < w Z X. z �m m (om O rn o_ x U 4 273.7 O Z � r G z O _ O m c G -. D � 273.69 �Z CO O < m + � O 1+ D O C Q ® D 00 z z m < dQ z m 0 Z n= � 273.7 Qn rlI< _ �m� n .m o = + rn 273.66 O� D O D m C O Z 9r rn m 273.67 � m z ® I , z 273.5 273.52 � T� < m 273.4 273.41 O D I m = OX O a 273.3 Z z F7 D 273.31 I< o 273.2 A 273.20 O + 272.9 m D N 272.93 O D L .Z7 m 272.6 D co 272.62 O A z o -. ogO z7 � c Z m DOO °s 272.4 @� m CD O 272.36 m F7 D Z 272.2 272 17 Fie 0O O 272.0 A-, 271.99 Z n b I - 271.7 0 O z O 271.70 �u 0 f-1 Z �]0 X D I <7n n � 271.4 m -0 271.42 < z = o . O m -<O I� �X g M 0� m 271.1 m Z Z 271.13 O c rT - O X r7 - z � Z� 270.8 mO-I 270.85 <7j -z (�J 00 D c C z�l m Z o [7 270.6 C LO 270.57 O n D + 270.3 C- 0 70.2&_ 41 2 ] n O CMS < (A N N N 7 r mom n m o(,�,gC) DD> < OT + _ - - >m x N N N N N N N N N N N N N <D�z � O J J J J W 00 00 00 00 D: O 41 0-) 00 O N -P C17 `03 O N 07 00 Z m o Z cl) m i-- O(=K zmz �� rn _g I L TED-40-3377 N N N N N N N N N N N m M 6 J J J J 03 CO 02 03 a 00 O N 0 00 O N P O) CO O N O W L O x X Z . = m O cn D Z < n !i m TI G _ fo Pte. I V fT;^Zl — O FTl O ���.o n 5�a r r r'¢a f.'d C�rD��1m'�N.`Y.�•."'�';n c',h�'1' (--n'{ I®�rn I " O 26.8 276.81 O OZ =D (n O C—D< O O<o-T t I y ��0 O fTO J l -O Ir T�T— ' + 276.6 � N l <=O C z O r O r I} n I7 I O m 276.62 D r r O D 6;< X Z 03 m D @ U7 no X 276.4 D O 276.44 �arZ�T7 l D h°0 U z o FTI A O 276.a Z C:F71 + 276.38 �< f — O z ID D DZZ 276.4 O n � 276.38 G7 DO {m 7\- Z 2764 Z 7 276.38 D Ul 274 ° Z �D 276.37 5 7a 26 n = O x .3 276 n Z C �D 1 O r <O z V 276.2 �G 276.18 D I Cl)O © _i D - 276.1 O D 276 07 Z 0 + 275.9 N 275 q275�74 94 4 _ 0 O -0 J7 A Z j. D O O 275.5 �CTS m O Z s 275.54 �D r,-, £g� -j U1 egg F— ��Z 0 275.3 D 0 275.34 A L L on F a r7lg94 k,. z \ -o IL is rT1 c \ xD <m m C/1 n a 274 7 :Ti —�Z Z 274.71 D C7 c T X z < ++x Dom O N o Z 2745 ;D 00 < F7 D 274. �z G7 ! y� 27428 X74 7 ?J{ 74 O 00* c� 03 06 c 0 �Om �n Du +` 2740 C U r i 7 m n _ 0 � DO < D ym r <� Z m > �0 Z��Z �0 m + —-J-- -----– --- -- p m m 00 Oc C a CC Qo u z c,Z CC o N 4 o� JONES AtTNNr; �? i m ICU"+V'AO/ i JONES AVE NE 0+00 U - — — —� JONES AVE NE J ti m � �.b,_g-�o ENO N N ROW LINE ROW 'm ROW LINE r N O C) D - O v < C v X y 6i m O 0 =oom nJ v t7Q W Fa � --- �00 rn U O O D A 2 y O to- Z r a zmo>o?"r n g o z Q I N om N �y O I X U O � mN' m0 AXX A�m'U X 2°AI�cNn ~m m � �Zcn rn U + OJ + < V + v U m U U U I U U U m r r rn �- - m JONES AVE NE r 6+00 N m � O � r r 6 ^ 23 6' o °o v •, o m o m °o I°o °o I°o o mX I i DZ Z n 2 3 m <O O m m 0 "m n a r Do 11+00 JONES AVE NE c CO W 1 � N 0 c co —AMNON, 00 ROW LINE m 16 x al N N / °� offs goo a u. � I 8080 °nz "{ a � m D� Im —Z I� z r °w 19+00 U O m V m z I rn o m I I m oT O Z m 14 6' - nm 0 JONES AVE N?_ m �� o ICU-4U'OOI/ /^� @\N to? D-, ➢Mom, O a 2 to cn D D 5 2 $D S D o D (n X Z D C OM D yA 1 2 2 C Z WM rU',D rQ'm O not O I m r°A O 0 O A Z Z S Z 3 0 0 0 4 1'11 rA,D Z-' b D ➢ n S CAD L/ 2 m 2n 2 Z V1D -C CZ�A�OZ n y m r Z mm�lm Vi6 A r vlZrn U-�-D ZO D JQ OAn 2 Z nonr AM Dr O '(O My- 30 O r m T1 C D m D o r_ M'- O D to-a U O S Z O n c J+ c�OA DC m= O M=Ann Oym 2 O 2PR20Tm ZA AU cmi, �M = am �AOOA AOA� �I- A n� �A D M O C A D ti n a'1 n C A r 0 2 C O D O C D O A n n n A D 2 Z a M ➢0 W m m m 0 0 A➢M O O n O D O O y n M A D N,zD o2 mOy12 nOq A° 02Cm2 2rA^ Ao L 4a n~A Z O r ~ O In OD° 0x0 m y� OO Or r�--M O �O _ M A A D D U M O �Z D m A A M D W A y D n Q S Z O m 1 5 2 A_ D O A "D S, O D rn'1 Cjr OM..�tn-� S-9402 <X PTO QrD D pp ,y z O U 2 "MOM °42'1 m m rnD'<n Otn� zO V,I q_ZZ y2' yM Vl O D 00 W r v M r1D ADD Z 0 2 W y j 2 O U In U O U 2 0 M m O n g 2 1 O Z n Z Z _�A W r A A Q S O -C 2 to Q o m O y 0 O A Z r o 2 c m A A r Z 2 x Z 1J O,_m M n Dr D Z z n O O 0 D➢° m A D p Q= z M z A A 12 n COO N 5011.n 0 V1 A Z nO Z 2 n m tOn too A z O p A O ti� M x U O n C o O at A�= 2 20 r-c2o0 2�m stn y0 Dmm2 r M2 on \A x DM0' Q0-~+a n 002 roi mD Gn O D 2 OMO O O O� m n_ Am A Uty A y - Z O V, C -MY11 m O' Z M O Z2 m _'A SD 0000 C n° ZD r~=',2 @ �O 1 2 nm+.Syy nZ1-ZC2 Z�-n1 CO mA OZtOi�c AARA in O, m P 2C mcn A4 AOA y0 A n1n ZO NO N--r am 2O zoo mA' On OS'-k DC if O A In-1 ➢1 ~ nC 6 AD 0 0 D nmm�lm nI mOr ON DO <D O m Manz M M< mm - 2O y oOO DZ OrD s�0 Dm0O (yM Am A C D m An nf�1 Or Zs O cn Oo M x UP 004210-Q n 0, n� O A 32 tip0 Ay n o TOO mU 2O ZO ZC Q°O °c�ir nzz Zn2, -0 Os O o° a N O OA A May- nO_2O mp o'-o' M OA ➢ O ?U A ' Ln 0 A mU M't� O D<O Z m -1 O Ono O m Zr D D A D O r O N A M O A�2 nM nx 0< z rM-n D A r',M m Z W D O OA mZ2 1*�j onD S y�0 D AS nano" yz O 2 O 2 to m AM 02 to $'➢On COrZ O az U< OO D Mm .y m. 00 zm O n no no" D A m T1z_ cn<O m n Sr X N- nU_c A"i m° D 2 AS Zy - O AC Q tn0 2°Z MN DM Zrm O MIX 0, 2 UO 2 D �U O -<U ZA O M y0 z 2<� O p r O MOD, O O O Z D m mZ <a O D n p X0, O UO D A r JAZMM so KIM C2 A �O OC r^A-ymoU Z r°-4i D OE Om m US-'M Dy A m A tai,Z O oars COm A 2 �N AO UDA <O town No, n Z U,m AOmr. 4 0D nO A 01 1C I MO V --� W Mm-0,01 Dq O U o m A AY y Mtn S zz S A AC O-' a N 2 n C y A W m r-i <4 O '05 _~m -i r- A MO O Zr- r^cn OcnQZm U O O A m m 0 a Z 2 U4` O o O Dr O Q M to s y o�m c_ 0 z� M Al �C~ n- Mtn cn� - Z O m nn Z2 A v,�OZr 0 tnz s 0 _ 0 0 020 Z,02 O O Z AT min 20 in Z M< M y Pon, n < W � o- 004 Z:Z O W Z-_ AD- O -M y n h O D O -0 IM C D'y -,_ ri D aD n 0241 4 C Q0 O"r 001044 T�A2 W tn0 MI'-- 2 DA°0200 0 A m O C n0 7 A D A n to Arn Uc Z T'MO MM A V C° 10 tmn_ OY O am O UT U➢ 2 0 -CO Z OOT1-'1M °D D U D W AtnM m M 0� �p �,n --1 S S` 1 A O_ MO -� ri➢ NZ Uj GO� on -' Z- A n O D M n "22?, n C r 0 2° y 4 O O y 0 O i S D D V m ^'1 4 Z _ O 111 O 0 0 UA D A O o T n02 It 210711 T S° Q M M n DO O7 yA >-nn O D A-,x y D W M CUO-1y-y n<1 ZA z A -y O 11 On 4MzZ o m DD A Or °fir*, H 212 A C°102 A A m A2 D A Z O Zm Um Or! A 6 MO._1Q U 2mmr2'4010 M M O U W AO Vol- Zr =tn <D A 2 n N� 00,J 22 n m--, C A z -Zm,o °O T1 Ati D ➢ Z O'r O tnA M<AUZ�m 2O y 2 A-< Amn O��_ mA Drm m 2< -Oy O Si -I°tapAA C o 2 2 D SAA nn OU, 2An°A 0 210 mO van_Anvo A On O O< 0nC tnOm➢2 nD➢ 01 >1n 8,2_ MOO r-''t0 my 20MOo 2 On Zy oWn y y 2 ZO D r O mMAO< ^Von-D oa D n<-IOAnp z n _cn 2 0 2 Alm D A U n i-C rr- DO 2 2 4 SON �D <°?➢2 A `2ri ,Si, n0,Oi <M N C 2n nz, m A'_r000 A r no-, m <mtn2Z N_t tn� O An Oi rAo Ar A2M 02 sT•M^ A .02 °Om yA z=•.Zr UI m0 r-2 �v .. f y m•-^° ➢ y 00,00 Won itz '520002y n1M Ov 5 000 OAT.0 MOX °r Am�A AAaQ �➢ ZD om 2�U➢ n A< Wo D D Z ?n Z rm-pyO p_t�m� �Q Z n41M�O�Z U� A Z ➢ ZA2 201 m O yA tO^ tn� VOW 00x•0 Zpn2 -O V AN O,<', A m n Zy° n 0 y NOW D A2 U D -c -1r ArrnnO O M j 2 A T z A-(O Z Zf+Nj M DM OAM A-,1y mm So Sr O,k ZD O YS a m D I O T D n Q M D m D m o o Z U ➢ >a z 2 z m 0 A _ a 0 y 6 I o A x=o m-y z Conzz_n� n m zo v o 2AT, o Z o4 mA O Uy D Dams A=Oi Oj' -�� MMS o m �r n\i A 2ri 4D Q 0 0 N on Q,ti Z it; o c r^� M O r^ M ry U0 r Zinn O MOO Z n r➢ �OmncOi, ° ➢ m,DS tn0n 5 W O <OS nn,O « ion on O aA Z r Z Ron A r vz o,Q A a<O n x < D D A ➢ < 'l m x y <-' D -,2-' r•, n' O z O D r No ^ o Cn a<mn oil On m A zoc v000 W m no o mT O _ vn0-, o WHO Q n o UA M o OAD m M O C° A= D m00 O mM 0m Z� y D Z = n r4..1, m A mr' O Z O 0 O A nCn f-M O y 2 tnO 2 m O4 m 2Z S O G m FM 20 AA S p m O v1T ym U "WATT M m ➢ A- m O 2 O ^ 2 lion 2A Qo W y Z M y m D D 2mozo Z O m ti V Z y mono ZOO a ?t D A = Amm 20 Z n O�A OD m A m� Z-iO ~M AM n-<Q orn m tNi,C ? z M on In no aUnygMZ, O no "� D Or- UOC ORn lax Zz 0AAA Z y0 OA�0 O M YO m mR Q ,WnW m hA m 0y !n 1rrn0_ nC m D D 4 In 8072, CZ< s 2,- CA o�-, As- ZZ SC n AZO U' A Am `O tnz< C n o yM X 0 Z W OymZS A -1 -'➢ D ID a on O nl no Z oU C-' ➢A on D° D V 2 U2 n �D 0-' m -,A A 2C -cy y;0 -. y 200 rO" A ° A 7-10 M "no v_,m A m M U VIE! T, O r M Q m O mD �;� to m2 D ri ya no Xo 4 Am C N, m A A U Zvm A O°-� D SO 01 y Z Oz i- OA '--BMOC Z° ti O-+ 2 1 � D 2 X 0 2 -0 m ➢y m y 0 m A-0,0 C° n o m IM M'0 A O O o n n o, C m➢ 2 O G G m z - y 0 M m Q n A A 2 D Q I D 0Q Q C 1 m O Cn D n C U.^m -cn 1 T1 Inztn U A m J O2 Uy- 2 O 2 O 0 •;n0 A r=Z O�= M2 Omg rr',2 2mD U mPr�'� O ycn D T1 AC O aD _140 MOST O Cy "ZOS I ST* a 0 U 3 O<< r'*t 0�-D O to 2 22 AD O O Z12 U a°r*iD rz, M m C< A A� M rn c o nr M m n, 02 wzy o, a➢?cav, ccna 2Z °omm�AA 2 ro o --1 ➢A z n o m m Do ° o ° ar D D z qlzi O Z 2 SA N D n 2 A a C A M Dx r U m y oAA ODS r r'1 C O AA A-,r Z fir T AX z A r+ MC 2 U U M mm A D ° 0 ° 20_yOy Uto n 0 m U n to amt m°O W W O c) 2 D 2 0 O mD- m D N O CO o C U O 1 DA O `n Z a yO n A U O m A my to M-y n-2 m tn0 n➢ 00 yO 40 Z D ovi z _ om v. r_ n n a p co oz _ A-r n O A ° z < ZAO2mz m qAD o < o M o D z M m z'< Hoy o r an 4~AC z r, �i n, v� I�pcn Oro o Horn z y Mo o � nM i•,c„<�rA ��'' �nA °� aO M o <z A °� z COZ Moons m Z me -"T'mn t%'� a Ocn < M m Z mZMm 0s� D s ZA mM_r O CD c� o 1tn0 mMM a AAI c�2 M Qyr=o Ot^4 cn -c-<m ° z M O n < \_ 4n Oil, on D U A A O A M r M O no so yv�2 - O y I D <2 AS T 4 n-t C Zn D M O O � D O r O ZD Z U2 oz q, 00 M4 n nU 2 Otic 2 2 m D 2r�., N A m C M O U a A 1° 0 y 2 0 O y v,to M O A M M m U n A m 0 V a O S Z 0 m m U M D Z D" 2 2 0 A A S coo 0 m m r A O r^O Z ROOM m U O rn_ AVt Z O cn MD n- ZD Y m m< T1 nns MM A -I tnA �5 AD M 0 ~ Mr °-a A OD ➢G � S A > r O AD rmN N rr-O O D OZC0,0m m2 O~0 M OD Z O AZ Or1 yo02 110 OO O'yUDA A nZ O O nO ^r'Z A O U M-c W y D U M n r M O O M fn M A z no, ➢ 2 a ti D r O m c�, A (JQ M Z 0 I DANC U 2 n� Z U 01208 m z c➢i, °m 024 4 N min Z 2, 0 A2 a0 U A �nl O N Q MU t/, rm A <M 1l Z-_t p0 M QA m ym A n A D�23AZ'r 2 M WO-t T10Mrn Tom y aO0 lip! D W C rZ NO NQ '+ D to C 0 C M m �T �r0 n rr- QM C aDT-rz 2 ~ Cr2+, O Z D O mr O Z(Cl0 M <y o D O p Z OA-,n-y "3➢ n A n a (r O S < r A C A O O(y r 'Ono 2 D ZK V1 n n SX 2 m m0 M O OA �O AZ_ < r-m x a2U O ZO_ Z Z m_ -< n Z O OF m O m U A° A m myM o- 0 pn O mZD-1 n�ADO� O =�m�m zD < Ay oy �2m 'Om '1a nOO WM (�v,y rn Oy0 mm ,1AyI-_'p C O z Ay ° 442 nAj n-y0< W yq n°j D I S O q2 AU M 0 M Q D_Zn 2$ Z mA log A 2 A O� -n0 nQ 002 vrrl r� m ➢ M 22 "� OAn m MA m M ° °O M Zyr~m WM n2 T1� mr O O n m to m1< rnnC OA '� C D 2y 2-C Z < On 00 U y o ZO _ A ti O ~O O m 09 2 02244 r-_ MZ n A y A Zf`1 M�Oy ,^~C nr OO M DSO 2 Z tnC O yyA00 A A Z O ZC� Oy0 A A O Z O nM C y aZ O0 a C O ms Z T O �s➢ a o M MA = op no S A°2 A D AMZ M o 0 0- MyAA mA��Op c oAOVC,1,0 z m� M Aso z�ox� g Z a= Zo1 < M Am y nv oo� A 1A no A-, Mon °x2Zp z°''°D,� o zo 6 D_ nai^,p Win° „m ono -z o v,v=-era U A z n n < Z O M Holm Z O Z tiA n UrOT14 �cnn<➢ � OA 020 A. '�r'1 QN morn°mom A G a Ap Pi a OU mMZ n� m yo U W 03c,; n x M M A'< m z D D Z I n 10 < x0 M D O 3 m n z m ti nU1 0 Oy ° Z U m T1 Z C O m y A M O M O M O D D O y A C W A 3 p O nm q D O-i A AO 2 AOD ➢-�V 0 T,y y° m OR m A DZ A nr Z A 2 m na m = Z ➢Z n� m T Am p D2 = 0C A_ < m O Sm O OA A nA, n Za to CA 10 m2 0 �➢ V, n N 2 -y m0 O \ A on O �\ m ZA N SA m 2 2 o is m O'n oD ZC tai, O� O UT Kos v tn➢ 106 Un 0D '0 D ov> � U � -my, oil U m Z a n Vol ➢➢D n�2nD ti00014 zOD OA1~ O"A�p� Z 2- ti Z2r yr A c A MQOm AA, masts �'�D NcOi� D-O 0234 Ar C-M 221 D n0 n Dc O AUr Uy O m 2U r mgr n D" nor M m D 0 umt2 z p"o m A F1 0 m0 '�O Z DA AZ I O-,z mA n1 2A 2 C Z ,! � D 2 ^A O6 U � 2r'` SRI I m 2 M OC~ y 2 N 2 D A n D n D~ y D An° a 0 Az°NO Zq U z -•n O U 0 c m rrn \ _ or Z� Umr to m m o n Oki O D r 0 m C 0 D r D "T NO C A 2 D no, A D call C AO a A < O< 0 2 N 2 m N A A '� 0',n C O A m < 0" 4o 0 W 2 AM-0 Z Z y➢ r 7, a O WM 2 moo n o O O Minn Ati Z r^r Q A m r„ �Z Z� n y O p W Q A low 2 4 m y Z 1 x to 00 0 m, C n m O O Z '� to 2 m Z r, m ➢ M A S A A n A S Z 2 O O N M D Z< y n "'1 2 cap O CC) mA D An D O_' o MM2 won OD W O AN r^-C °rUn Z1A Dn o ON z 2 2 M Vml° Z °OO Z �-1 A m rnD-00 D°D o AD m(°j2 CIO °2A 1 Z AA A OZ OA A Uz` -➢y 2Z M C In Uy AnmD r AAD r-D Z 0 \U O- U<O 0 as Q_.ZOZ Zy' °yln I'm ?M-+ OO A 4 mZ O 2� y-+S a_ !n A 0 0 2 on- Q y y r 2 V m In DO C nN m Z=In vy i t N a�V n AZ _+ DM �m m 0 O p 2 A az M2 CA n AA3 to A O 2 0_` a- 100 z Ar1A r Am zn 3A n 00 p "Q- 2oz a? M N C 2 O OOt)O rn ,100 4tH O -� O °D U �_ n n O 0,D \2 C°2 0 .. r� Dn, nU o z n n p� O!r`t O OA A WMA Q no 2n �'�'.. 1 0 D NC T'DD n rn m0 D O D 2 AX mA n -2 A S Inn-',r L Z A n n c O?U M mCQ A Z-ir mr A Coo n O 0 A Dy2 r4- UZ_ D 2 2 O Cn D N D I a M _,OM x ZO Z° pm a AZi O rn D 02` my O 2 O ;A p OD 00 Op Z -1r Z r A tiA Z MI O;-i 2 JO m _. "'n O 2 = m nN sox OUn Z Z2 2 aO U3 UM M -,m Z=,m A O w A z aCT C ODIn QC 0 - D--1 OO o Oa Sk C O A C n -.Mtn AO MZW O O_ Ni 0 W O W >00, Q20 C O SA04 A< O D�'C s g Z m n y y a D-� D O An rx O<m C'c m O a A O nA D A p r�OM UcnM M O-rM 2 M Z MN oln cn m -I- 0OZ 2� moo r 02 aD DM DO A-,O D U-1 ID 0 O 2 2 A oN jo, A Z A O S� D A -y AO r AM D n Cm O n D W M r o ZOO Z n -<A f2T1 y2 ii D 0 1 2 Y O San 2 M o 2 m D s 040-n 0 . In D ? n m D yO N a M Z Z °�,OC W m° m y 2 O�D m 2 z Z O In m A o C �Ul(n O m m fI1 n qA mz m D0 C Zy AA_ A O A Or M 1"0"m D Z CZ Z n TOO o m n A 0 Q 2\�yA 4'12_, m Oy-y 0 >j_ d D-I D X;1 y -0 c°i� n<2 s U y vi m 2 O man,O U O p C D A n U y D In0 41 D 4 mA`D O D N O'1 y O-, '10 m -O 0 m o-Tml An Z A 2'- O Apr to D D D r^O a Z O V t m a y rn O M O -a a l O r-- Z-, °M Mm Z~ -1 v,U A= y O z Z AA m M m m An tint O y D OO n D O My r r:M o,q Z I nn< - ti'y 2 z ➢nr,, DOtmn Z y-1 ➢ 2 0 ° Z AM O 0 0 n O-<-n A M� V O 1 a to a O m O3 n OM y <y p C Q A to - W r pti m-1r Qn D F 5 Q q QpN Dm OOQ �02 T1nOD tniJ r°➢y ZoO Ay�1 aM T { M 2 y < Mn A 400 in U r 0 to m r -� 4, M U D � n m z O D ➢too 1 D "s- ➢2 '06 0 0 O D-I 0 Z OP m< n O O 2 D A Car M -� 2 Qr C 2 12 O owns" O o~_ toy "20 0 in'A A ° xrn n D Z A y�W OTIOW m A C y yy ➢. O�Z Z zr O Z-a V I U m N➢ 04-1 yo In W m Z U T1m Q- A D -� 2 M� C m A 00 Z Z CA In O W 2 C nz MIN Z 0 -'3 O D x Z °. O Z W Z 2 _ - A m U N 0 toG 2MD y m n A-1 C a -CO nin to A A fn m M O O D A C 1 nti n O mQ Z m n-M < M D \-2 D O r^MZ O R'2 y V y O0 tn2 2 2 1C O M W OA r A C Ar0^o AmMA D O 20 O ° \MC O aQ z AO Z ZDO Z y y D a r Zr = G On M O Z �/M nZ ➢ tan y AO A I U tnOM UO '�]` V O O Z ZM 'n D m -C m n Co Dr'1 n O O M n 2 q M y0 C O➢ ti-� ARM t^ m0 1- OC to D O m SD Dm 1 O O Z y-'y mi O OS O @ O _D q OM"Z n <S o a $ D m rC AAA Mm M PC C a'- I A 2 A CA O n, n -<A _C to 2 M O O to A nl q D '', D O f A M n nj m G D mg ODD 2 Z n �r'n M O n D n y F D Cti D W m nZ toM V 2n nit` O A 4 m m < Za z rm-Z to Zr= ° 2-� NO C w a <y O rn', 2 n1 V_mo TtN =t2 ,�1 Ti rt r m Oa _ ?_ AMO zr0+1 O A n 2 P, O ODm A'J 0y Am - 00 y r m ;;-I- m2 Z v, m n A I CM U s to nM 2 !1 �2 no ZC D 4cn 0 Z D ODU '�i Vt m A A ?_1Mp O�10ti M Utn <2 2 O nn_t D° 1,10 Z OD O 2 n w030oM U n_ 021 �a D Ds y �/ pM OD _' D'_� Cr Or- a A nU Z A M 0 A 2 O y O r� A o MM\\m A➢ZI J0A Qq0 1 ,.,r A Am ~r-'.,n 20 Om W V1 C D W C:•�,tiL7 A °D '-1D 2 m ytn➢0 A 2 D R, Or'p y Dn on r m To Mr O - 0�2 .,,rz', o A O -�A'a y 2rl,m m r 2 D ;ixA A ©2 n A a A4O �A NN D M D OzA Q O�O <n O v,-1 'l D 0 am m m D O A p O O O� to Z OmO N m z U m C O- Z 0 Cn m O s 1 n m UU M 21 n C MO Z D2 O° O 2? on T1n ODO'y A S W `"�vl, Zn�M p qm-; c.� D y ° �n A U n 2 D D C D a < °y D O Z U1 cn m Z D-'y C m A y 0,00 D a 0 m O r 2 O O m °A I m °4 n Z A Z 4rm V, r^ <OW z r OG D O ak Z ~ D 0 -yO x C Z O R MM n n 1 m D 2 -Mi M ti �O V) NA A D O D to C 2 A'< 2 p O 0 A 2 A C n A C O A COO m" 1 1 2 O to t, - U D n T D O D o n m zx n m y =D M n DS D p_ cnm"1<c ?�° n yA , 02 MyA CC OM m-�� p n n rnn Otn2 <� m 0 Ci nips Z Sz r M O A MA 1z-msm A M''M D A Z(n oz y D L 2 Z M 2�z OA° 2M0 tiO p V: A $� Q Wa � rn mm 0 A � A. a won, m D m0 o a n1DZ �C Cn <`. Mn ADZZO Zn na,1 - M n Qm 20 �? AO D _R 4 N m -� keDOZ O N 2 O C M O;Tin r,Z -• M np aC-, OO ° cnD o'� xD m z� DUn mA n n C czin2 C25 O <-!�" M A Om�A = T'a0A �1� 2n yOT 1'A to -,='O UO ZZ A r^� D S rT,_-U 0mI Z A -�, m U21 to 2 \� n2j � woo- CA ', AI O°A ytn D A� D�Z 2=<D °� UA _I car a cn n x Vint c m A n = -,o2A o z r,�m o Sy no o ° U r A 0-10 to -t ,z�, °O Tpi M I M n A0 _ _ m -A m Z o W OD \Z D A r O° m r- m W Uo Ar MQ A DA °yo c MT1 < `� a oc n oa D o A f o_ DM AM zm cnM'1 D'y v ? mZn �,<�T, n 2 -, "� C 2 np 0 z� A DZU➢\zn 'AM -0 o'nM o z AA y nz zA or m n oM n c T;A c� o A o ° mM Ana �z ZWOs0 - W,_o -am °_➢ <yn W U AD r,i -'m Mr A 0 < <" D OSN 2 _ A D y A2 rn O M-�n, ON cam A A °O my My on ^' A= to y y O Z s A O O m O -"U -� A rn p D \A ➢ O Z M D r Z _,2 -_ Z m m M r-Z � _Zi A NM➢ A>In M y D rT� nri2 y 0 0 $� z pD A OD° r�i,� r ➢-' 00 O I4 O�y0 D O n A 0 ➢ O Otn Coo n' ZD n a_ r.2 "I O A A Z D'-A 0 z r0- 'c2 m Z D DR� mOU mGQ O 3�'`'1 m=Z wD -N ,D ^m A x 2 -tZ 0 y SW r' C 2 r 3 O-{2V, tno ntmi, 2 C mom AO yN Z c o Ow Z D AO n�1 A tnn0 mt„ Zm 0 rta a 11 D Z zM Mm 1 01 W-� 1 ti ➢ O < -I At MN� �n „Oj R+ 11pM 12 AP2 Zw OncZi, n2 oa O z no X O c My oo z Z M M_ 0;01 on ➢ m = o cm < ➢ 0 2 m no A ! mA Q o W nozl z m y z oy Nc p Z<o c va �%-, n Aa mm o ° to _oi _ mz A M !zoo M2 a M mn 2_ C`O o K A -o ao SN U on oQ z z ° on "!y° on -o D A QS to A ToM- o` 00 MoD 9 o_ ISM n D i a c < A z n ° U_ - a a s r_ D m2 Z m ? go v nm C C ti w 00° i2 rnT o om w2U_Z 4ZZO 22-' no PJ i O --� OM A� r� O =1 A -„ �. U m MAX tnM w \U A< C _,1 U O 2 $n U rS^`<_ 42 -c L �M _ < M - "mN M n 0_ n A Am MCl Ow rO V, < OA OZ YAM z A Z-1 M m Q n 2 M1 Ati M \0 O_2_ -Z�, =.O n o U ,y r2.L z n' 2 cCn. Z A O p'�➢ ➢ mA 1 mN n R -i2 to to -( a M X-' Z -y U Z Z 7 s~O OA 2 U C2 A N Z_2 z (nZ 2 Ana -1I z ncn 2 1 tiO DM' -y A ➢� xD-1 m on n 2 m In n� oD z r_,m sins ; °� �n ° w -mv Mn San Zo xo��D°'z m,o zotM„ AA 1m-c cj0 M U m0 <� 2r n s nz 'PA z oonn sA M yD= 2Z D y n ° m y 2r0O z Poo mg, of -1DU0 "g 'gym Cr O D nZ yys O ° ° no °S O 2 DO T M nr4-n Cy zR�➢ AO D2 W o O UZr 2 y,-C OU Z DS S_ y Z SA OI 1 Z x ° O yAm M CO ri`^ < < O O inn°z O_i i rr-yMn A_ lo- Ato O Z0m (Mn y O y A rT An Zn < a z Z O Z�a a A° ?) N m ��A �� to Nni nC D Z Z coil Z A_.O tnW NO tam 2 z 2 a A n Z m O y O �r1 --� r C w D D O y tb O Z U L� Um D to U y O D m C Dom' =tn-i D to D_r Z Om =n U A n T D\ n Z pti O M MO Z 2 ➢y s A ➢ A A ?D D 0., D 0 n U yCa 0 o TZi Zr M m2 y 1\A m O O nl a D n to QA O< (n DD a I6 1' D c7 Z O O Vi n A r A O v CIO 0 M T q N,L'1 - a 0 0 M M T o -6-U 2 Zm C A A 3< O 0 -C 0r=- P Z mM I O T r n O C T1 ➢U� �o m m M A O T,] n on DD 000 DO z M�1 OASIS V, N -0 D D A Dq m 2 00 C Z jA A-', C Cr A D D n A N Z A° D C- c_ to Z �' A ➢ O n p t➢n O m S n ➢A A OOM O 08 mM A QCN i SAM n Z y c�nG m 2 r� A O n n Z a 2 0 Z ,^-i-ion r'Ul r'Ai Z S ➢ A(nit D Am m Z,- O Oin°n cn tZ]a I U,A_ ➢A J, O C p D CA T_t C DD Z 0 n MZC A oy U A O o D a 4 Z�-Z m w 2 m 00" �'� VI X n A D 2 U D D M rn°0 U O \M Z 2 2 ➢ U W n y r to M V, F D D Ri O!TI 2 2 m 2 C O n 2 l!1 ,z �n X O S Om D O- 0 y O � C o z - nW 3 rMnz mM m v, z mz �zo n TS =2 n°AZ M y oW v c � n � n� A< m A 21 � o z� c-co �° o�Wz OR r=2 o yv,n O° zamn my Clow, n chat^ c �,o o /� 0 m nm ? mO Q0 O �y hcoO AU Otmil D �'y'- ZV 2mLnO AU T'Z ZDt'yD W zn n pG ncQ �J cl N ti r no m ZC 2�2D n N D - OOA A A <O n zi c lvi O a '<cl uFi Z� C 2 mQMZ O 02 n _T-l' mom' SCI ➢ D p A y m"�C OA °1-m D I'm r2 n_s nA A� N C Z ARTAAACCn- tn0000-• 01920 Pismo �o�- i-• o_ nc-• = mCCOTimnv� *Tom NQOI 0066 mod =a cAG" oyn0!v L O v,M S AmC-1D <Q�Q ma nti0- C<:m. D�l.i n!v S 0. z,o ? z Ar'AACAA OMX aZ U 20 m^ m 100AC� U°z n D� iTl�I n oUDyA W ITt a_ �n0 Z 0 O < *, Un 1y_nnm_ O n C OArr-m,OnMA0 m n,y m rig�j O x O C <Z r O` cl mOC)cOi,2mmn•n,00 D 00% DAD L Z O y y Zo 0 D Aml'i,°AS Aa AO y 060 () -n Z(7 M A- c � _ O kn�nD vOAA 121 no- 2s Pv,m ` 0" pC0-"1n n y�y COO sa �cA� mM fil--1 z Ao'>>am�m Ao�oo r;4 np ° �� z D- v^'.< n n� or _z c ITAO - n o -D m C C �o a °M n, ozQ o M- ° z c no, r, �° w (n-< 0 y z 0 Z 2 m 0 A Z,-Z, r ri Z V "Clow D x m Q Z r r W Z 0 O m`n 4 C ,, y'-1_1 n l n1 Z S n< yt➢ C 2°0 to O m�A n; `! _ Tc� C ➢ A -yOZtn U U-�O pZ to U O A D Z NQ_ o0 n C r-C A 4 Z to M D-t,y Q' S c 00 n yO 1i m2 MOT 1101� DUO O '6, U Z MC m n nCZ NIO m c a rn v r- m AC Aim c om -MV n D D O' zlnm Ocn2 O Z On W O Or l�0 D ti <n stn z n•� V T Z D ZOA C' mM M y - mm= r1-. y n-1 yZ gr D 2 y pool m < A -M nni _°S r,zD TWA Azo `z n v,Z> n O A AA oo M ccm mom c z A c om ° o m oz m<_ o o c c m=M M 2y o➢➢ m yMA o�A\c^n nm�22 T°cn` �, zoo rW Av, °MC--'-Ino �°➢o - cM o zs zsr �-, A zM m <m< o An ate, m� < 2 n c2 ➢ nn <a pD z G Z O Ati 0 p A T 2rT,m0 - QA a`O y n =C n°AO On To D r-D~02 W D O Q yM D Ur n p y 0 -z 2 2- 2 SN 00 con? 'Q vim 006< M m O y Q L>A "M O \n�j➢ O ^ � 0 y \ O Z C_ m�n., VI U Moo 2 z Ra moDf � oo c " . T6,00 on° y UO° z Ai 'r' oOzmz2;2ZINO znz�` �Ion job? Do, M nonv_y �RSZ m,n � m m 1 D m A na m �o �Am moAoZ zv �2 �L, z 7r A �mo�nm=z`A A° m 0> m?zm °xD zv Ia o� D°n zCU 1] Z D T ym ayn�n on2 ASTrc ° > z sm° rA A s n NZ A° c \ .ov ➢z A MWAIT n nr- `-, nA zpm v,A y4°mo m�T,n ay r� oA ➢6,nTOM 1^n amrn�mr= nA A _-" CA C° r, o <° - z nnoc 9206 °coo „ A A-<oA or C c OOym OU�rr- °An,on M MA2 o r=.,ZO GO can O m.-' O n n�NO Orr`t n Hy! 0 pZ US in" ZO AZi'y D �=Ar of m A- z�nz c n ri y D �c OZZ QQM 1 1,22 oA>I- I N °m � z � m,? � �znnO DZnc� a zWZ ° ��c �� -,�oan °OO� cz D r A _ -m o n A M -r�rn A o W z D G AN C<oAMO Az z2 2_mo -00 MAC z v o ° n a cn T Z _ oy o Z O M _v,�--< a-t c20M nmo� n N v ,A yr. I aT,tn-;ASr- n • 1AZ zn HAT, Dsr-- 021 = 2zm "A <� AS m W �A y n0A n°amc ° oA° yn= a vc A '�*,SpM2zncn 'A20, m"'_ c102A zzm Ay Ax ,-, Qn.Z mo D m o AZ _° n-+ g2 A o A o-, oA<DocMc-z -,o0 0-0 tn�� n m Cn 07J mr tlnst"sS<v o71mz0 Yt"1<o onz � zn° Al rQ ny r me n PONT v _,my= ^zm n yo N v,ny= r°W� i nW N ZAMOmmZ 020 mZ O ➢_(� rr-G, �: < no OCrA r0 Up Qs nA. M AO _ 1y nM ri A0 m O -I M w0 A Or AO C W 2 O AM O-�S 0 m tin D �1 2�° M r UA man" M" -y<-t20 0o A W O Z 3l< o ;o0o< yn D°0o Ac�y_ v_,AV,00 p " 1 0 r SW "Ay R� c Mnn MT c I loan O Z A - O 0 0 0 2 m 0 W 040%m A O=r Z 2 2 m Z D A D r U m _ A O n m M M-Z M ,o n 2 n G z s A A O O O n ,y - y O fll m A-A-,Zm c4 0°< c z-,- ° �xn o yAx A m z _ MMU, Ro _ ooc _ I s� m A C n0 A)A tit?, -00-�a_t aC'C o �Utn O onn � � ?m �`iD 4r2j°°_840,,0 Q D <� �� �rD-W �I Q AIAD r`nj 'z1 1 = 'O A \ o AAA Dr z QQ 0y T Ar �,,2 m " M MAO m z nA nm° °?z° �aomo �DMM� �D^ m� Az s 01 o n nnoc 6m0c NnM M4, n o Qm m' o y ZZA a HA V'L c mV L C.1 _ 2 A r D D C <A Z n1 T Z O�4r' m y I'ri� n mn �? ° no�o� Mz On n°-, °^ �° c m c' - s< ' - o- WIN c5 m - ,2 = D ZC/J Arn NO z o s OO Y, We im ° z W A cl �C CD c ?A 2 Acna �� -i�I�2,�D` z�` ,.zlnrc� z°zvn o °r2,, « '� X�,� � ,1 L j`�TWAyc2 °AC noMt"T zo m ,z°z °aim < M o� ,� =Oa_ Mn� _m n.1r � „➢y, �� x' a trrcy owz W°A -ao „-'_W n °° D_2 O <- r A n A M a U tnZCC A Q, c1Um°W 2 Q U 1 m� �A •.� W 1 1Z,� -) omy x 4 02C in O n A S V'Q )x D v1D , ti -'C cn CiM ➢ U. C nD 1 D W n^ TXIn p?' -� Q 'PAP Llmn y < AC c w °OA O cn y O` rT1-= mD° -,n➢n-' V _ 'n-_ A -J 4 2 0 =0 -? A -� M A O t n •z n D m Z ,O y U N y 0 Z 0 O S I A A Z' 'a D "_ 2 C O c <•z. _ c t'O .�, 4-v, ➢ C tI,G ?? m O `r➢- O Vi 2 D O r O I I I j I W — ti�¢ Z W ^ oor m 4,� z0 Q a w -. O w u W- v¢i LL 5�a ON O J Q W U X Q W W ¢ N wZ ;a�Z w � ° � I 3 �. polo F}- I N °U° z �z ati `� Wm QO a� UZ4 J W a 0 om z II ¢ IRS got zOO2¢s¢ oa 3 II ow I � 1 i� 11 � I I a 11 a I I w o 'm Q 4 z m 1 � s °z z w goo='-c4;,, NOZ¢r�24 ZN¢ A IS ZOoZ Ohm °4U WWWOw °S O¢N 04 W~ W 2Nw PAID Ui-¢W °QKO003 U¢W J W� 2�Zam Vll It W g- �ti 2 }o az ¢wo2NQWO a w oo=°Q� 2eW �¢Q ¢co¢ w o� r x¢o _ -°ow.>z° o�N-44 °z °c4 4�x zo��a>oo w� oU �U OO V°`i 00°�a got; Zia ff WOw� wWV ti¢N�ti N z onsomw � 4$ W Q U QOZ ZO ti Z O Z 040h i-QNQ IOC \°2 ti vj 0o�o31*60 44 Q JIx- °° Z� W= ¢U o OZ�4�W 20 HY"KO'x-m°W N OOC 44 0 24ti020Z W 2�0 4U W Wes~ O WI ¢2ZW J �°z o-•N x N wNa W O°KU�nwvi�¢ w wwo m'- N''ww� x Noe w�wN¢RNOw omzon my Q w oQO as�Ndw�w wz� oQN o N W W ¢¢U HARM 4 N z ¢,4 � zw woo °omw_Na oW ''z NFU 2 �- 4 z AvW, IK K O� 2O°z��°z��22W iow 4°�N°o =¢tea W�mm wow O H O ¢�U°W� �N w "Mum-m Ztiwcn 0:0¢ 2 W 4 x`00 OU Y�W w 25 O> NU ¢ON ZO W O¢Z �2�-4¢�W z NO W w °2h W mti w4N2�-�O�O O W )'O j a< _ a OW Y ) 0 0 0 ¢°N Q O N O I N ti 0 2 i W 2 ¢ ti^4 a O¢ti W 4NO °4 ate'=¢�G�Zx C'Yw00 UvI��O Z� �WU �W� ¢��°Og C) Jow UU�w wSN w¢WA�w ¢-°wa ooh (�N > °wm¢ fA ©oU Q JU o U ¢20AY ao4 IoW, ¢z o wow °o ¢oW °o' 0 4m m�W wN wzoo w-2 Z o Zx �z4�amamoo�-> a�o� o°o°w mz~~O�w� cwo tiNo z�c�woW mo 4z oozw¢w � aN ¢�w�Jo 30� �' w w� tiza 4 w¢ti ¢rN Op 111 .�a4 Na¢ �VO�cn�o�v'i 4ZZZ_c=wcN� N° o'w� Q � °¢4w �+ioinw e4¢° �zoa°o�a�$ z �Wq m vovi� �U¢ Q�oz� UZC> was w ��� °N o°z moww Nowo N W N 4 a�2U O¢�-' �V w 4 W Z^' a W� Wm2 �m> slot4 � N W OU 4 � s 4 O O ¢� r�- _.2 ¢ - W rjw� 2 2 NN>.¢° vises �V J� W ti U ��" O GNr-¢ Q>W �W-J'p U W¢¢ r' UO N "Z m J 4 Z ti m m > ? Q Q 2 m i ¢Z Q a 2 w=O X N O o w �,jai >- O 2~SU ¢>ti 4 2U W W O vt_ ZO W¢O Iti= p�>^U w,�¢°a S°¢ oa w W .� C Z ZmZ� cnz W 4 S Qvi2 ¢�O a o ty �4U W 4 O W UQ 4 J W U 2 ¢ ¢ 0]¢-'4 W x �j >w OUP Z `. Z2 lot, 1OOY 100 1 O ° N4 Q 1Z S4 °O 2m � ¢ rI ViNN mU 4i=mV U 4 4ZNW 2:nOt �ti¢ ¢ '_2 2K O W 2V 4 0 40z �U2W Z W Z w ZQ Z Z Z W OWQOr' S¢¢4 V O-vs ZOV w g o '10 r_. WON 2 )-Z V¢ 2 W 1 2 2 W¢ U o W O Z¢ S U I O S¢ Q `ti W ¢N N N U O m Qw O U >¢W NOO<ti ¢Op °¢p °¢ ] O'�00 >- ¢4 4 2 4 W_ z Z� � w ZOQ¢ o SW 2 VN� O�w4 O YW�� 2 W °U W•- ¢U U_4 O O Q W U w a R O O�¢ ¢ ¢oU O U O W A 4 2 rn> d N 20 Z04 iD >2�n ¢04 U°a oQ p z UO w> i"Z U Q,°ZQ04 a W¢Z ?3¢U? ~ p oz 2 `�`��_¢ L¢tiQ w�� 2 W o �Z J wp N°°K °-=dma N¢ti N_``o w� 2 Ozo Zz w� wv�°fin N41 W ��w� > Q OyW N4o wz>4 zoo a i NU:O a� p4-O� w¢zJ wpoQ mc4p i ina> �Q 4z2 ¢_a ¢z owW ¢� N tiwwo w �¢ zm¢w �'o¢¢o �w° m� °¢4 4 \Q¢w Woo¢ w?a¢W� z��> SPAR ?� Q wNi °w wW °r a� >¢�? w o ww �Q W Z W 4 r N ° t2n FU O¢NN O �" 4 W O W 4 N N >U ZUUO �0�= RO z_^' A W N- U W> J W Z R W w X m Z Z U O m U�' ¢w h 2 ¢¢W Z U y U p¢N w$oz who >� 3� 4> ¢o t4 Q° =om wZ ¢ 4 0 \ N ¢Qw wW ol °Ua� g¢ogm2 =��¢ o� vio Qo;° W2¢NW Zow w¢''Q� z2�aL pOow ?z� 0=4 a U N �Q Oa o� 1011 111 tog&, �u� o1 42 ww o�W o?=N� oQWW °ono? zmN WNa 4Q '=w W� N V w N2¢4 N4�N`� N¢w Stuff t. m S�N2� U W=w= �¢� W ¢ ;,W Q4`N NKZ2 Q= W�-4° WOW ° W� O N�� .n°N �mou t Wpz4 WU� w2N z W¢O�z� J3wW i-wa w ° 2-� W20 -�=LUti W O 4i UO O°°N SZ NU its an¢OZ� U~�OW UUZ tiN�Nti wT an ��'?WW O got; L j 0 W¢W J 2 W a U W 2 w NO t¢i W U�_2 ti N Z w w z N Q¢¢ ¢W a U¢0 0 0 w 0 1 W a Z V Z W N o Z¢U 4 W ¢ O m °m 0 U U 4 U J°N z Z ¢W W°vj ¢Z w°V w t U°N W J> Z Z¢ z¢4 3 7 4 N 2 SAY J m J Z U J ti N z¢w o N D:°¢¢ v°j Q O Y°>W U Z U u Q V> "O¢°¢ o°�m O S U°U °W y N ^ Q O O ¢¢Z I2��2� W OJOti W OZ U Ci W a W �'�R a 2 �- W ZO OU W zO '�Qp0 OU Uv��ti W4O V NON N W w o N O w N 0 ti I W O 4 ¢ W, ¢ ¢ m i- O ? W N HER W O W 4 N �UNZN 4U`.W =¢� ¢WaQm ¢¢ ti�g ¢�UUti Magog OR¢Uo OSOO o- 'LEE-Oti-ail