No preview available
HomeMy WebLinkAboutContractAward Date: ,..? - /I - Z ee))- Awarded To: 11 k : LLi1 P. 0, C''�2x 68388 Sea -Ole-, Gv,q Amoun�: '� /a0, 7FAD6 City of Renton Bidding Requirements, Forms, Contract Forms, Conditions of the Contract, Plans and Specifications City of Renton CAG_1 -t' _v \N`f� NE 2ND STREET STORM LINE EXTENSION PROJECT PROJECT NO. SWP -27 -2922 City of Renton 1055 S Grady Way Renton, WA 98055 Surface Water Contact: Allen Quynn (425) 430 -7247 ® Printed on Recycled Paper CITY OF RENTON RENTON, WASHINGTON CONTRACT DOCUMENTS for the NE 2ND STREET STORM LINE EXTENSION PROJECT PROJECT NO. SWP -27 -2922 February 2002 BIDDING REQUIREMENTS CONTRACT FORMS CONDITIONS OF THE CONTRACT SPECIFICATIONS PLANS z /0-L EXPIRES 10116103 CITY OF RENTON SURFACE WATER UTILITY 1055 S Grady Way Renton, WA 98055 ® Printed on Recycled Paper Heavy - Highway Construction `t cG(Iv e . .r b IM[IAC� March 25, 2002 City of Renton 1055 S. Grady Way Renton, Washington 98055 Attention: Allen Quynn, Project Manager Re: Contract Number CAG -02 -035 Gentlemen: An Equal Opportunity Employer In regard to the above referenced project and per your request, we submit the following list of names and phone numbers for the responsible officer, on -site superintendent, on- site foreman and bonding agent. Frank Scarsella, President Rick Krier, Superintendent Jay Krier, Foreman Brown & Brown, bonding agent Yours truly, Nancy Maio Contract Administrator (206) 817 -0976 (cell) (206) 870 -2618 (home) (206) 817 -0994 (cell) (425) 413 -8903 (home) (206) 650 -3322 (cell & home) (206) 956 -1600 (office) P.O. Box 68388 • Seattle, Washington 98168 -0388 • Tel: (253) 872 -7173 • Fax: (253) 395 -1209 WA Lic. #SCARS13I183138 • ID Lic. #10394 - AAA -1 -2 • OR Lic. #96884 • MT Lic. #34542 • CA Lic. #779354 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL �i REGIST. # EXP. DATE CCOl SCARSBI183B8 04/30/2002 EFFECTIVE DATE 01/28/1982 SCARSELLA BROS INC P O BOX 68388 SEATTLE WA 98168 -0388 F625- 052 -000 (8197) - - -- - -- CITY OF RENTON 20242 3/26/2002 SCARSELLA BROTHERS INC P O BOX 68388 SEATTLE WA 98168 -0388 BUSINESS LICENSE 2002 Licensee has made application for a City of Renton business license in accordance with the 19460 84TH AV S provisions of Title V, Business Regulations Chapter 1, Code of General Ordinances of the City of Renton and agrees to comply with all the requirements of said ordinance. Licensee shall further comply with and all other City Code Ordinances, State Laws and Regulations applicable to the business activity licensed. Post this License at place of business. City of Renton Licensing Division 1055 South Grady Way Renton, WA 98055 (425)430 -6851 DP 3133 12/94 CITY OF RENTON NE 2ND STREET STORM LINE EXTENSION PROJECT SWP -27 -2922 CONTRACT DOCUMENT TABLE OF CONTENTS Summary of Fair Practices Policy Summary of Americans with Disability Act Policy Scope of Work Vicinity Map Instructions to Bidders Call for Bids * Combined Affidavit & Certificate Form: Non - Collusion Anti -Trust Claims Minimum Wage Form * Bid Bond Form * Proposal * Schedule of Prices ♦ Bond to the City of Renton ♦ 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 Prevailing Minimum Hourly Wage Rates (New job classifications) Statement of Intent to Pay Prevailing Wages Affidavit of Prevailing Wages Paid Certificate of Payment of Prevailing Wages Environmental Regulations Listing City of Renton Supplemental Specifications Special Provisions City Survey Control Information and Monuments Geotechnical Report Standard Plans And Details Construction Plans Documents marked as follows must be submitted at the time noted and must be executed by the Contractor, President and Vice President or Secretary if corporation by -laws permit. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. * Submit with Bid ♦ Submit after Notice of Award CITY OF RENTON Planning /Building /Public Works Department 1055 S. Grady Way Renton, Washington 98055 CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION NO. 3 2 2 9 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. (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of Renton will cooperate fully with all organizations and commissions organized to promote fair practices and equal opportunity in employment. (3) AFFIRMATIVE ACTION PLAN - The City of Renton Affirmative Action Plan and Equal Employment Program will be maintained and administered to facilitate equitable representation with the City work force and to assure equal employment opportunity to all. It shall be the responsibility of elected officials, the Mayor, the Affirmative Action Officer, department administrators, managers, supervisors, Contract Compliance Officers 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 IN by the City Council of the City of RENTON, Washington, this 7 thday of October, 1996. �. CITY OF RENTON: RENTON CITY COUNCIL: yor Council President Attest: City Cl` 0 CITY OF RENTON SUA�a A Y OFAMF_RICANS WITH DISABLLlTIESACT POLICY ADOPTED BYRESOLUTIONNO. 3007 The policy of the City of Renton is to promote and afford equal treatment and service to all citizens and to assure employment opportunity to persons with disabilities, when the City of Renton can reasonably accommodate the disability. This policy shall be based on the- principles of equal employment opportunity, the Americans With Disabilities Act and other applicable guidelines as set forth in federal, state and local laws. All departments of the City of Renton shall adhere to the following guidelines: (1) EMPLOYMENT PRACTICES - All activities relating to employment such as recruitment, selection, promotion, termination and training shall be conducted in a non- discriminatory manner. Personnel decisions will be based on individual performance, staffing requirements, and in accordance with the Americans With Disabilities Act and other applicable laws and regulations. (2) COOPERATION. WITH HUMAN RIGHTS ORGANIZATIONS - The City of Renton will cooperate fully with all organizations and commissions organized to promote fair practices and equal opporbinity for -persons with disabilities in employment and receipt, of City services, activities and programs. (3) AMERICANS WITH DISABILITIES ACT - POLICY - "The. City of Renton Americans With Disabilities Act Policy will.be maintained to facilitate equitable representation within the City work force and to assure equal employment opportunity and equal access to City services, activities and programs to all people with disabilities. It shall be the responsibility and the -duty of all City officials and employees to carry out the policies and guidelines as set forth in this policy (4) CONTRACTORS' OBLIGATION - Contractors, subcontractors, consultants and suppliers conducting business with the City of Renton shall abide by the requirements of the Americans With Disabilities Act and promote access to services, activities- and programs for people with disabilities. Copies of this policy shall be distributed to all City employees, shall appear in all operational documentation of the City, including bid calls, and shall be prominently displayed in appropriate City facilities. CONCURRED W by the City Council of the City of Renton, Washington, �. this 4th day of October 1993. CITY RENTON Mayor Attest: City Clerk RENTON CITY COUNCIL: Council President CITY OF RENTON SWP -27 -2922 NE 2ND STREET STORM LINE EXTENSION PROJECT SCOPE OF WORK The work involved under the terms of this contract document shall be full and complete installation of the NE 2' Street Storm Line Extension Project, as shown on the plans and as described in the construction specifications, to include but not be limited to installation of approximately: • 370 LF of new 48 -inch storm pipe, • 2 Type 2, 72 -inch Catch Basins, • trench shoring to a depth of 22 feet, • connecting to the existing stormwater system, • disposal of unsuitable material, • asphalt restoration, • and cleanup and restoration. The estimated project cost is $160,000 to $190,000. A total of 20 working days are allowed for completion of the project. Any contractor connected with this project shall comply with all Federal, State, County, and City codes and regulations applicable to such work and perform the work in accordance with the plans and specifications of this contract document. VICINITY MAP NE 2nd Street Storm Line Extension Project I- C:000 2000 ' IN FEET LEGEND: City of Renton City Limits Surface Water Utility 11 ti ' 11 0 ti 0 °o E 3 0 0 ti s 0 e e j F 2 W Z Z w No Lei W z N W p Z rL O w z > O m °w BLVD a 2 NE 16TH ST o NE 12TH ST z z NE 900 `2J0, Yp N Opp w z w 900 NE 10TH O y w > 6) k/ a z m �2m z n a M w z N 8TH ST z > Z NE W W NE (CN ST z z z z r zw N 0z Q Q Q Q Z 0 Q N¢ Q N 6TH ST ° zz Z N Q Y K Z W Z 7 of 3 a o w z N 4TH Si y 405 NE 4TH ST l r� emti® H mcrw 3RD ST 3Rp NE 2ND ST NE KING COUNTY CITY OF RENTON SHOP SITE 900 SHOP SITE ST �9A` 169 F � PROJECT z cn J j V) �9 w T 5 Q < <� SITE Q N Z 0 Q 2 > z a Ln ti SE 5TH ST a N � a -j S 6TH ST 3 3 0 < 7TH CT sF s ST TH �S � ti `f" G z > Q a �9J o sF RENTON , VICINITY MAP NE 2nd Street Storm Line Extension Project I- C:000 2000 ' IN FEET LEGEND: City of Renton City Limits Surface Water Utility 11 ti ' 11 0 ti 0 °o E 3 0 0 ti s 0 e e j F 2 W 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 2:30 o'clock p.m., on the date specified in the Call for Bids. At this time the bids will be publicly opened and read, after which the bids will be considered and the award made as early as practicable. No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms attached hereto. 2. 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 field measurement of 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. 3. 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. 4. The bid price for any item must include the performance of all work necessary for completion of that item as described in the specifications. 5. The bid price shall be stated in terms of the units indicated and as to a total amount. In the event of errors in the amount, the unit price in the bid will govern. 6. 6. 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. 7. 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 they enter 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 they fail, or refuse to do so, the check shall be forfeited to the City of Renton as liquidated damage for such failure. 8. 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. 9. The bidder shall, upon request, furnish information to the City as to his financial and practical ability to satisfactorily perform the work. 10. Payment for this work will be made in Cash Warrants. 11. The contractor shall obtain such construction insurance (e.g. fire and extended coverage, worker's compensation, public liability, and property damage as indicated on forms enclosed herein and /or as identified within Specification Section 1- 07.18. 12. The contractor, prior to the start of construction, shall provide the City of Renton a detailed bar chart type construction schedule for the project. 13. Payment retainage shall be done in accordance with Section 1- 09.0(2) "Retainage and Section" 1- 09.9(3) "Contracting Agency's Right to Withhold and Disburse Certain Amounts" located in City of Renton Supplemental Specifications. 14. The construction contract will be awarded by the City of Renton to the lowest, responsible, responsive bidder. 15. Trench Excavation Safety Systems As required by RCW 39.04.180, on public works projects in which trench excavation will exceed a depth of four feet, any contract therefor shall require adequate safety systems for the trench excavation that meet the requirements of the Washington Industrial Safety and Health Act, Chapter 49.17 RCW. These requirements shall be included in the Bid Schedule as a separate item. The costs of trench safety systems shall not be considered as incidental to any other contract item and any attempt to include the trench safety systems as an incidental cost is prohibited. 16. Payment of Prevailing Wages In accordance with Revised Code of Washington Chapters 39.12 and 49.28 as amended or supplemented herein, there shall be paid to all laborers, workmen or mechanics employed on this contract the prevailing rate of wage for an hour's work in the same trade or occupation in the area of work regardless of any contractual relationship which may exist, or be alleged to exist, between the CONTRACTOR and any laborers, workmen, mechanics or subconsultants. The most recent issue of the prevailing wage rate are included within these specifications under section titled "Prevailing Minimum Hourly Wage Rates ". The CONTRACTOR is responsible for obtaining updated issues of the prevailing wage rate forms as they become available during the duration of the contract. The wage rates shall be included as part of any subcontracts the CONTRACTOR may enter into for work on this project. 17. Employment of Resident Employees The CONTRACTOR and subcontractors shall employ Washington State residents in accordance with the requirements of RCW 39.16. 18. Pollution Control Requirements Work under this contract shall meet all local, state and federal requirements for the prevention of environmental pollution and the preservation of public natural resources. The CONTRACTOR shall conduct the work in accordance with all applicable pollution control laws. The CONTRACTOR shall comply with and be liable for all penalties, damages, and violations under Chapter 90.48 RCW, in performance of the work. The CONTRACTOR shall also comply with Article 4 in the Puget Sound Air Pollution Control Agency Regulation III regarding removal and encapsulation of asbestos materials. 19. 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 Transportation Supplemental Specifications, Special Provisions other sections of these contract documents. These standard specifications are hereby made a part of this contract and shall control and guide all activities within this project whether referred to directly, paragraph by paragraph, or not. 1. WSDOT /APWA "1996 Standard Specifications for Road, Bridge and Municipal Construction" and "Division 1 APWA Supplement" hereinafter referred to by the abbreviated title "Standard Specifications." ' A. Any reference to "State," "State of Washington," "Department of Transportation," " WSDOT," or any combination thereof in the WSDOT /APWA standards shall be modified to read "City of Renton," unless specifically referring to a standard specification or test method. B. All references to measurement and payment in the WSDOT /APWA standards shall be detected and the measurement and payment provisions of Section 1- 09.14, Measurement and Payment (added ' herein) shall govern. 1 t 20. A soils investigation has not been performed for this project by a consultant engineer; however, a geotechnical ' report was done for the King County Regional Communications and Emergency Coordination Center and includes soil borings in the vicinity of the proposed pipe. The report is included with the bid document. Bidders may use this information at their discretion. 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 Ithe satisfaction of the City. � I � I � I I u 1 CITY OF RENTON NE 2"D STREET STORM LINE EXTENSION PROJECT SWP -27 -2922 CALL FOR BIDS Sealed bids will be received until 2:30 p.m. March 12, 2002 at the City Clerk's office and will be opened and publicly read in the 5th floor conference room number 511, Renton City r. Hall, 1055 S. Grady Way. The work to be performed within 20 working days from the date of commencement under this .� contract shall include, but not be limited to: Construction of approximately 370 LF of new 48 -inch stormwater pipe, install 2 Type 2, 2, 72 -inch Catch Basins, trench shoring to a depth of 22 feet, connect to the existing stormwater system, disposal of unsuitable material, asphalt repair and cleanup and restoration. The estimated project cost is $160,000 to $190,000. No bids will be accepted after the time and date shown above. The City reserves the right to reject any and /or all bids and to waive any and /or all informalities. A certified check or bid bond in the amount of five percent (5 %) of the total amount of each bid must accompany each bid. A 100% performance bond will be required of the successful bidders. Approved plans, specifications, and contract forms may be obtained from the City of Renton Planning /Building /Public Works Department at the sixth floor Customer Service Counter in the Renton City Hall, 1055 S. Grady Way, for a non - refundable fee of $32.64 ($30.00 plus $2.64 sales tax) each set. If ordered by mail add $5.00 to cover postage, also non - refundable. Questions regarding the call for bids or plan holders lists should be directed to the Public Works Customer Service Counter at City Hall, or (425) 430 -7200. If a bidder has questions regarding the project please contact the Project Manager, Allen Quynn, at (425) 430 -7247. Michele Neumann, Deputy City Clerk Published: Daily Journal of Commerce February 26, 2002 March 5, 2002 i Account #: 421 .000600.018.5960.0038.65.065015 No so M CITY OF RENTON Combined Affidavit and Certification form: Non - Collusion, Anti - Trust, and Minimum Wage (Non - Federal Aid) NON - COLLUSION AFFIDAVIT Being duly sworn, deposes and says, that he is the identical person who submitted the foregoing proposal or bid, and that 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 order or contract. In addition, vendor warrants and represents that such of his suppliers and .� subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having been duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work; not less than the prevailing rate of wage or not less than the minimum rate of wages as specified in the principal contract: that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. aw on No fto .. an FOR: NON COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI -TRUST CLAIMS TO PURCHASER AND MINIMUM WAGE AFFIDAVIT NE 2ND STREET STORM LINE EXTENSION PROJECT Name of Project Subscribed and sworn to before me on this / a 16-4 day of /y gjeC P , 200 ;L- ••SSION•• G►t t7l:cC�_� -�- Q� r � F-{,o ; cp 01 Notary Public in and for the State of Washington . d NOTAR), mp% 11 .0 �t j,:,• co � Notary (Print) Pt1+TR Jc1 n I-of. A k(SN 'P PUBLIC 00, My appointment expires: opWASH\N BID BOND FORM Herewith find deposit in th form of certified check, cashier's check, cash, or bid bond in the amount of $ .i��r o� �,� which amount is not lesiln fivXrcent of the total bid. Sign here Know All Men by These Presents: That we, C_-_ s �n r-�S --r r� , as Principal, and as Surety, are held and firmly bound unto the City of Renton, as O ligee, in the penal sum of t- Dollars, for the a ment of which the Principal and the Surety bind themselves, their heirs, p Y P executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for - kaccording to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure to do so, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS DAY OF rn 200 - Principal c Surety 4PS" r\,r\,e_ F c� 6--- Received return of deposit in the sum of $ ho I lr3l SAFECO" i KNOW ALL BY THESE PRESENTS: POWER SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA OF ATTORNEY HOME OFFICE: SAFECO PLAZA SEATTLE, WASHINGTON 98185 No. 9562 That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint * * * * * * * * * * * * * * * * * * * * * * * * * ** *RONALD J. LANGE; PAULA M. McCOY; W. J. McCOY; JAMES B. BINDER; R. W. SMITH; ANNE E. STRIEBY; ALICE R. WIENCKOSKI; GARY R. STONE; PATRICK DWAYNE DAVID; RANDALL K. BONAVENTURE; DIANNE JUDICE; WENDY ARCEMENT; Seattle, Washington * * * * * * * * * * * * * * * * * * * * * * * ** ' its true and lawful attorney(s) -in -fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents ' this 26 day of January 2000 Q� k� 4m4k4V44 R.A. PIERSON, SECRETARY W. RANDALL STODDARD, PRESIDENT ' CERTIFICATE Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL 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 SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL 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- attomey 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." I, R.A. Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL 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 these corporations, 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 ' this �� + day of tyl p,� ' a 44 SEAL GF q/(tSH� S- 0974 /SAEF 7/98 f COhl, CORPORATE y SEAL' y�Q� z, x 192's Of fR`b` R.A. PIERSON, SECRETARY ® Registered trademark of SAFECO Corporation. 02/07/2000 PDF 1W CITY OF RENTON as SWP -27 -2922 NE 2ND STREET STORM LINE EXTENSION PROJECT M • TO THE CITY OF RENTON RENTON, WASHINGTON .., Ladies and /or Gentlemen: M .. M .. ho PROPOSAL 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: Names of Members of Partnership: OR Name of President of Corporation Name of Secretary of Corporation Corporation Organized under the laws of With Main Office in State of Washington at (Note: Unit prices for all items, all extensions, and total amount of bid should be shown. Show unit prices both in writing and in figures.) Printed Name Signature Address: A 0 ox 6 Mg, S -0TTLf. WA- '79/60-03199 Id le ANJ� BSc A-1CS-v-U A- s i F/T E OF GJ A5 N /NCi7 J /9 -/60 - 8Z/ AUe. S0,. K�nh-,OJA IS03a- CITY OF RENTON - NE 2ND STREET STORM LINE EXTENSION PROJECT SWP -27 -2922 SCHEDULE OF PRICES Note: Unit prices for all items, all extensions and total amount of bid must be shown. Show unit prices in both words and figures. Where conflict occurs the written or typed words shall prevail. See Special Provisions for Bid Item descriptions. •• ITEM APPROX. ITEM NAME WITH UNIT PRICE UNIT AMOUNT NO. QUANTITY (Unit Prices to be written in words) PRICE (figure) (figure) M so H:\DIVISION.S\UTILITIE.S\DOCS\2002\2002-089a.doc am 1. 1 Mobilization Lump Sum $?LU -rWouskun .00"A'.2 ptio A)o e-. F r $/0,000.00 $ /01000, 06 2. 1 Construction Surveying, Staking, As- Builts Lump Sum $7WE 7HOL4Sf ND `lyi [Z rc khzS $ 3,.SOo.Uo $ a 500, O6 3. 1 Traffic Control Lump Sum $ we Tf/oi4S",o Fr de Hu w" "0 Ni) ccf/� J (�jj /� $ 4 500.00 $ /, -00,06 .. 4. 1 Erosion Control Lump Sum $ &Ilf NuAjoOeL) 00.LL4= No C,FN $ Sa0.06 $ 5. 1 Trench Shoring and Excavation Safety Systems Lump Sum $FIFr&Eu �llousaaao fiAb w0 cFPrS. $15,000.00 $ IS�OOO•rJ0 6. 370 48 -inch CPEP Storm Pipe Linear Foot $0gy tour. no rwcwry- 6 d AA1O Ajo ciAnS. $ IaS,00 $ Slro,a.S'0.00 7. 2,200 Furnish and Install Gravel Trench Backfill Tons $ NU 131ILL ER QA.)D 00k cry $ , J% $ a a,0 d 8. 2 Catch Basin Type 2, 72" diameter Each $SfO[P iRWSAkD E16+lr1(UAWe4y6fZ &AJ uo C-4 $ 9s-L). 0 $ 9. 1 Connect 48 inch SD to Ex. CB Lump Sum $&oTKOZ" Fl d6WLIA)oPgo fiTbRk?cZ#�s �j $-? "5 0,40 $ a,Sp0.00 10. 750 Pavement Saw Cutting Linear Foot $ 00,e- 0OLLPirk AtjD 0 C&J $ 1,66 $ %Sa, 0 U 11. 133 Install ACP Trench Patch Class "B" Tons $aagtc D&Lars f}» Q cbPM $ 70,00 $ 310.06 12. 124 Furnish and Install Crushed Gravel Surfacing Tons $ TWf 1)c� rS AAA 1Jo 'c— 's:�t� c _ $ 0.00 $ �. �$ 0.O U 13. 1 Remove /Reinstall or Replace Existing Chain Link Fence Lump Sum $ -Wtt -TNOuShY" DoLL,4e-� f3a,fl At §Z 000,60 $ 27, 000,00 Continued on Next Paqe so H:\DIVISION.S\UTILITIE.S\DOCS\2002\2002-089a.doc am to 14 r .o r M i to Ur 1 Restore Complete Project Lump Sum $ o;Z t "NoL6pA�o Ot H(4 R-A)D xU CXNtm Subtotal: 8.8% Sales Tax: Total: \ \CENTRAL \SYS2 \DEPTS \PB P W\DI V IS ION. S \UTI LITIE.S \DOCS\2002\2002- 089a.doc $ a p $ 9 ��9. o to $ is o. 79/. 04 BOND NO. 6136474 BOND TO THE CITY OF RENTON KNOW ALL MEN BY THESE PRESENTS: M That we, the undersigned M SCARSELLA BROS.. INC. as principal, and SAFECO INSURANCE COMPANY OF AMERICACorporation 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 $120, 781.06 for .. the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or person representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinance of the City of Renton. Dated at , Washington, this day of , 20_. Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to Public Works Construction Contract CAG - D,� -d3S providing for construction of NE 2''1D STREET STORM LINE EXTENSION PROJECT. (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; .r NOW, THEREFORE, if the principal shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, subcontractors and materialmen, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold said City of Renton harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any subcontractor in the performance of said work, and shall indemnify and hold the City of Renton harmless from any damage or expense by reason of failure of performance as specified in the contract or from defects appearing or developing in the material or workmanship provided or performed under the contract within a period of one year after its acceptance thereof by the City of Renton, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. SCARSELLA BROS., INC. SAFF INSURANE! COMPAN�i AMERICA Principal Signature President Title r Surety Si tune Paula M. McCoy Attorney -in -Fact Title Approved by Larry Warren 2/14/92 rC S A F ECQ' PCWE:-` ' ► CF AT + CRNE`! I L X NCW ALL BY THESE P1iESE11TS: aAF1---= iMURAMC` CCUPMY CF ,= NeZAL WSUWAM C--WA Y CF AMEW.A `CW CF*, sAF✓= M-QA S-ZY77L.c, WASriIPIGTCN 313185 NM 9= Thai SAFECO INSURANC` COMPANY OF AMERICA and GENERAL INSURANCE COMPANY CF AMERICA, each a Washington corporation, does each tiereby appoiit '°"x"1'* " "* *�p°*R�DNAID J. LANGF, PAULA C McCOY, W. J. X"OY; JAMES S BIIVDEB: S. W. SA T11; ANNE E STRIEBY; .1t,; -- 3. WI$NCSCm- Y R STONE; — 7 -tn;CS DWAY:IIE DAVID; RANDAL.L g. BONAV2141 RE; DLANNE JUDICE; WE NDY ARCEIdEVT; SeaRle W is true and awltl adamey(s)-in -fact, with ftA audwrity 20 execute on its bef alf Idelity and surely bonds or undertakings and adw dacuunerts of a soldar character L slued in the cause of its business , and to bind the respe,Aive company thereby. IN WITNESS WHE2ECF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and ifts'ed these presents thiS 26 day of .Tammy, , 2poo R.A. I k� 4mi;�&49d� — PIERSION, SECRETARY W. RANDALL STCODARD, PtRESIDEiVT CERTIFICATE Extract from the Bylaws of SAFECO INSURANCE COMPANY OF- AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: L vtkde 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 authoniy to appoint individuals as adomeys4n -fact or under other appropriate titles wdh aufhoniy to execute on behatf of the company fidelity and surety bonds and other documents of sirndar character issued by the company in the course of its business.. Cn any Lstnnent maid ng or evidencing such appointment, the signatures may be aftbced by facsimile. On any irstniment conferring such authority or on any bond or ndertatmtg of the company, the seat, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, did the seal shad not Ile necessary to the vatrdtc y of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. tn any certificate executed by the Secretary or an assistant secretary of the Company selling mule M The provisions of Article V, Section 13 of the By-i.aws, and (r7 A copy of the power- of- atlomey appointment, executed pursuant thereto, and n Certifying that said power—of-attorney appointment is in full force and effect, signature of the certifying officer may be by facsimile, and the seal of the Company rimy be a facsimile thereof." 3A. Plerson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby Certify that the egoing extracts of the By4.aws and of a Resolution of-the Board of Diredars of these corporations, and of a Power of Attorney issued pursuant thereto, are true and corred, and that both the By- Laws, the Resolution and the Power of Aftomey are sti@ in full force and effect. WETNESS WHEREOF, I have hereunto set my !rand and affbied the facsimile seal of said corporation r SEAL 1 � 1953 .9 this CAE SEAL X i day of R.A. Pt9tson4 SECRETARY V Registered traaeum m of SM--= C ion. U*7 T� CITY OF RENTON • `' FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE i Scarsella Bros., Inc. hereby confirms and declares that ( Name of contractor/ subcontractor /consultant/supplier) I. It is the policy of Scarsella Bros. , Inc. to AW offer equal ( Name of contractor / subcontractor /consultant/supplier) opportunity to all qualified employees and applicants for employment without regard to the race, creed, color, sex, national origin, age, disability or veteran status. i II. Scarsella Bros., Inc. complies with all applicable ( Name of contractor / subcontractor /consultant/supplier) federal, state and local laws governing non - discrimination in employment. a II. When applicable, Scarsella Bros., Inc. will seek out and _ ( Name of contractor/ subcontractor /consultant/supplier) negotiate with minority and women contractors for the award of subcontracts. .o M i i i am Frank Scarsella Print Agent/Representative's Name President Print Agent/Representative's Title LC_0_,jj,_N_V Agent/Representative's Signature 222 mu Date Signed .• Instructions: This document MUST be completed by each contractor, subcontractor, consultant and /or supplier. Include or attach this document(s) with the contract. aw c —Y SECRETARY'S CERTIFICATE The undersigned, A. Donald Scarsella, Secretary of Scarsella Bros. Inc., (the "Corporation ") a Washington corporation, does hereby certify that the attached pages describing the powers and duties of the officers of the ir. Corporation are true and correct copies of pages 9 and 10 of the Bylaws adopted by the Corporation. A. Donald Scarsella does hereby further certify that Frank T. Scarsella is currently serving as President of the Corporation and that the signature affixed hereon is that of Frank T. Scarsella: /. tip[ Frank T. Scarsella, President Signed this 14 th day of October, 1999. Q A. Do Scarse ecretary, Scarsella Bros. Inc. SECRETARY'S CERTIFICATE cag\c:korp%s a cmdoc F E ARTICLE 4 Officers 4.1 Designations. The officers of the corporation shall be a President. a Secretary and a Treasurer, each of whom shall be elected by the Board. One or more Vice Presidents and such other officers and assistant officers may be elected or appointed by the Board, such officers and assistant officers to hold office for such period, have such authority and perform such duties as are provided in these Bylaws or as may be provided by resolution of the Board. Any officer may be assigned by the v Board any additional title that the Board deems appropriate. The Board may delegate to any officer or agent the power to appoint any such subordinate officers or agents and to prescribe their respective terms of office, authority and duties. Any two or more offices may be held by the same person. 4.2 Election and Term of Office. The officers of the corporation shall be elected annually by the Board at the meeting of the Board held after the annual meeting of the shareholders. If the election of officers is not held at such meeting, such election shall be held as soon thereafter as a Board meeting conveniently may be held. Unless an officer dies, resigns or is removed from office, the officer shall hold office until the next annual meeting of the Board or until his or her successor is elected. WM 4.3 President. The President shall preside at all meetings of shareholders and directors, shall have general supervision of the affairs of the corporation, and shall ` perform all such other duties as are incident to such office or are properly required of the President by the Board of Directors. When present, the President shall preside over all meetings of shareholders and directors. With the Secretary or other officer of the corporation authorized by the Board of Directors, the President may sign certificates for shares of the corporation. The President may also sign deeds, mortgages, bonds, contracts, or other instruments that the Board has authorized to be executed, except when the signing and execution thereof has been expressly delegated by the Board or 6 by these bylaws to some other officer or agent of the corporation or as required by law to be otherwise signed or executed by some other officer or in some other manner. In general, the President shall perform all duties incident to the office of President and such other duties as may be prescribed by the Board from time to time. 4.4 Vice - Presidents. During the absence or disability of the President, the r• Executive Vice - Presidents, if any, and the Vice - Presidents, if any, in the order designated by the Board, shall exercise all functions of the President. Each Vice- President shall have such powers and discharge such duties as may be assigned to him `0 from time to time by the Board. 4.5 Secretary and Assistant Secretaries. The Secretary shall issue notices for all meetings, except notices for special shareholders meetings and special directors meetings called by the requisite number of shareholders or directors, shall keep minutes of all meetings, shall have charge of the seal and the corporate books, and shall make ® such reports and perform such other duties as are incident to such office or as are properly required of the Secretary by the Board. The Assistant Secretary, or Assistant Secretaries in the order designated by the Board, shall perform all duties of Secretary Bylaws of Scarsella Bros. Inc. Paae - 9 I during the absence or disability of the Secretary, and at other times shall perform such duties as are directed by the President or the Board. 4.6 Treasurer. The Treasurer shall have the custody of all monies and securities of the corporation and shall keep regular books of account. The Treasurer shall disburse the funds of the corporation in payment of the just demands against the corporation or as may be ordered by the Board, taking proper vouchers for such disbursements, and shall render to the Board, from time to time as may be required of the Treasurer, an account of all transactions as Treasurer and of the corporation's financial condition. The Treasurer shall perform other duties incident to his office as are properly required of him by the Board. The Assistant Treasurer, or Assistant Treasurers in the order designated by the Board, shall perform all duties of Treasurer in the absence or disability of the Treasurer, and at other times shall perform such other duties as are directed by the President or the Board. 4.7 Delegation. In the case of absence or inability to act of any officer of the corporation and, of any person herein authorized to act in the place of such person, the Board may from time to time delegate the powers or duties of such officer to any other officer, director or person whom it may select. L 4.8 Other Officers. The Board may appoint such other officers and agents as it shall deem necessary or expedient, who shall hold offices for such terms and shall exercise such powers and perform such duties as shall be determined from time to time by the Board. 4.9 Resignation. Any officer may resign at any time by delivering written notice to the Chairman of the Board, the President, a Vice President, the Secretary, or the Board, or by giving oral notice at any meeting of the Board. Any such resignation shall take effect at the time specified therein, or if the time is not specified, upon delivery thereof and, unless otherwise specified therein, the acceptance of such resignation shall not be necessary to make it effective. 4.10 Removal. Any officer or agent elected or appointed by the Board may be removed by the Board whenever in its judgment the best interests of the corporation would be served thereby, but such removal shall be without prejudice to the contract Lrights, if any, of the person so removed. 4.11 Vacancies. A vacancy in any office because of death, resignation, removal, disqualification, creation of a new office or any other cause may be filled by the Board for the unexpired portion of the term or for a new term established by the Board. r 4.12 Compensation. The Board of Directors shall fix compensation of officers ` and may fix compensation of other employees from time to time. No officer shall be prevented from receiving a salary by reason of the fact that he is also a director of the corporation. If the IRS should disallow a deduction to the corporation under section 162(a)(1) of the Internal Revenue Code of 1986, as amended, for employee °r compensation paid to any officer or other employee on the grounds such payment was unreasonable in amount, then such officer or employee shall promptly repay the amount disallowed as a deduction to the corporation; it shall be the duty of the Board of Bylaws of Scarsella Bros. Inc. Page -10 Contracts other than Federal -Aid FHWA CONTRACTS OTHER THAN FEDERAL -AID FHWA THIS AGREEMENT, made and entered into this �St day of 4,Orj'l , 20 by and between THE CITY OF RENTON, Washington, a municipal core ration of the State of Washington, hereinafter referred to as "CITY" and Scarsella Bros., Inc. hereinafter referred to as "CONTRACTOR. " WITNESSETH: 1) The Contractor shall within the time stipulated, (to -wit: within Twenty [ 20 ] 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 SWP -27 -2922 for improvement by construction and installation of: NE 2ND STREET STORM LINE EXTENSION Project. •• All the foregoing shall be timely performed, furnished, constructed, installed and completed in strict conformity with the plans and specifications, including any and all addenda issued by the City and all other documents hereinafter enumerated, and in full �. compliance with all applicable codes, ordinances and regulations of the City of Renton and any other governmental authority having jurisdiction thereover. It is further agreed and stipulated that all of said labor, materials, appliances, machines, tools, equipment and services shall be furnished and the construction installation performed and completed to the satisfaction and the approval of the City's Public Works Director as being in such conformity with the plans, specifications and all requirements of or arising under the Contract. 2) The aforesaid Contract, entered into by the acceptance of the Contractor's bid and signing of this agreement, consists of the following documents, all of which are component parts of said Contract and as fully a part thereof as if herein set out in full, and if not attached, as if hereto attached. a) This Agreement b) Instruction to Bidders c) Bid Proposal d) Specifications e) Maps and Plans f) Bid g) Advertisement for Bids h) Special Provisions, if any i) Technical Specifications, if any i ow i Contracts other than Federal -Aid FHWA 3) If the Contractor refuses or fails to prosecute the work or any part thereof, with such diligence as will insure its completion within the time specified in this Contract, or any extension in writing thereof, or fails to complete said work with such time, or if the Contractor shall be adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver shall be appointed on account of the Contractor's insolvency, or if he or any of his subcontractors should violate any of the provisions of this Contract, the City may then serve written notice upon him and his surety of its intention to terminate the Contract, and unless within ten (10) days after the serving of such notice, such violation or non - compliance of any provision of the Contract shall cease and satisfactory arrangement for the correction thereof be made, this Contract, shall, upon the expiration of said ten (10) day period, cease and terminate in every respect. In the event of any such termination, the City shall immediately serve written notice thereof upon the surety and the Contractor and the surety shall have the right to take over and perform the Contract, provided, however, that if the surety within fifteen 15 days after the serving upon it of such notice of termination does not perform the Contract or does not commence performance thereof within thirty (30) days from the date of serving such notice, the City itself may take over the work under the Contract and prosecute the same to completion by Contract or by any other method it may deem advisable, for the account and at the expense of the Contractor, and his surety shall be liable to the City for any excess cost or other damages occasioned the City thereby. In such event, the City, if it so elects, may, without liability for so doing, take possession of and utilize in completing said Contract such materials, machinery, appliances, equipment, plants and other properties belonging to the Contractor as may be on site of the project and useful therein. 4) The foregoing provisions are in addition to and not in limitation of any other rights or remedies available to the City. .. 5) Contractor agrees and covenants to hold and save the City, its officers, agents, representatives and employees harmless and to promptly indemnify same from and against any and all claims, actions, damages, liability of every type and nature including all costs and legal expenses incurred by reason of any work arising under or in connection with the Contract to be performed hereunder, including loss of life, personal injury and /or damage to property arising from or out of any occurrence, omission or activity upon, on or about the premises worked upon or in any way relating to this Contract. This hold harmless and indemnification provision shall likewise apply for or on account of any patented or unpatented invention, process, article or appliance manufactured for use in the performance of the Contract, including its use by the City, unless otherwise specifically provided for in this Contract. _ In the event the City shall, without fault on its part, be made a party to any litigation commenced by or against Contractor, then Contractor shall proceed and hold the City harmless and he shall pay all costs, expenses and reasonable attorney's fees incurred or paid by the City in connection with such litigation. Furthermore, Contractor agrees to pay all costs, expenses and reasonable attorney's fees that may be incurred or paid by City in the enforcement of any of the covenants, provisions and agreements hereunder. Nothing herein shall require the Contractor to indemnify the City against and hold harmless the City, from claims, demands or suits based solely upon the conduct of the City, its officers or employees and provided further that if claims or suits are caused by or result from the concurrent negligence of (a) the Contractor's agents or employees and (b) the City, its agents, officers and employees, and involves those actions covered by Contracts other than Federal -Aid FHWA ,W RCW 4.24.115, this indemnity provision with respect to claims or suits based upon such concurrent negligence shall be valid and enforceable only to the extent of the Contractor's negligence or the negligence of the Contractor's agents or employees. 6) Any notice from one party to the other party under the Contract shall be in writing and shall be dated and signed by the party giving such notice or by its duly authorized representative of such party. Any such notice as heretofore specified shall be given by personal delivery thereof or by depositing same in the United States mail, postage prepaid, certified or registered mail. 7) The Contractor shall commence performance of the Contract no later than 5 calendar days after Contract final execution, and shall complete the full performance of the Contract not later than Twenty [ 20 ] working days from the date of commencement. For each and every working day of delay after the established day of completion, it is hereby stipulated and agreed that the damages to the City occasioned by said delay will be the sum of per Section 1 -08.9 of Standard Specifications as liquidated damages (and not as a penalty) for each such day, which shall be paid by the Contractor to the City. 8) Neither the final certificate of payment not any provision in the Contract nor partial or entire use of any installation provided for by this Contract shall relieve the Contractor of liability in respect to any warranties or responsibility for faulty materials or workmanship. The Contractor shall be under the duty to remedy any defects in the work and pay for any damage to other work resulting therefrom which shall appear within the period of one (1) year from the date of final acceptance of the work, unless a longer period is specified. The City will give notice of observed defects as heretofore specified with reasonable promptness after discovery thereof, and Contractor shall be obligated to take immediate steps to correct and remedy any such defect, fault or breach at the sole cost and expense of Contractor. 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 11. The surety or sureties on such bond or bonds must be duly licensed as a surety in the State of Washington. am r i dw Contracts other than Federal -Aid FHWA 11) The total amount of this contract is the sum of $ 120, 781.06 0he lixflred t�mW thousand seven _M­p#W pi gbf-rm aryl six raific which includes Washington State Sales Tax. Payments will be made to Contractor as specified in the "General Requirements" and this Contract Document. r IN WITNESS WHEREOF, the City has caused these presents to be signed by its Mayor and attested by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above - written. CONTRACTOR CITYOFENTON SCARSELLA B�OS., s i' President/Partner/O'w' resident /Partner/ ner MZ70 r ATTEST Secr ryy City Clerk i Scarsella Bros., Inc. Firm Name or check one Individual 0 Partnership Corporation Incorporated in Washington am dw Attention: If business is a CORPORATION, name of the corporation should be listed in full and both President and Secretary must sign the contract, OR if one signature is permitted by corporation by -laws, a copy of the by -laws shall be furnished to the City and made a part of the contract document. If business is a PARTNERSHIP, full name of each partner should be listed followed by d/b /a (doing business as) and firm or trade name; any one partner may sign the contract. r If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should appear followed by d/b /a and name of the company. A& V �Y A ` City of Renton Human Resources & Risk Management Department Insurance Information Form FOR: NE 2nd Street Storm Line Extension Project PROJECT NUMBER: SWP -27 -2922 STAFF CONTACT: Allen Quynn Certificate of Insurance indicates the coverages /limits specified in Yes ❑ No contract? Are the following coverages and/or conditions in effect? Yes F-1 No The Commercial General Liability policy form is an ISO 1993 Yes F� No Occurrence Form or Equivalent? (If no, attach a copy of the policy with required coverages clearly identified) CG 0043 Amendatory Endorsement provided ?* Yes F� No General Aggregate provided on a "per project basis (CG2503) ?* Yes [—] No Additional Insured wording provided ?* Yes No Coverage on a primary basis and non - contributing basis ?* [ Yes No Waiver of Subrogation Clause applies ?* 9 Yes No Severability of Interest Clause (Cross Liability) applies? IyYes ❑ No Notice of Cancellation/Non- Renewal amended to 45 days ?* Yes ❑ No *To be shown on certificate of insurance* AM BEST'S RATING FOR CARRIER GL 4— Auto Umb 'F' Professional This Questionnaire is issued as a matter of information. This questionnaire is not an insurance policy and does not amend, extend or alter the coverage afforded by the policies indicated on the attached CERTIFICATE OF INSURANCE. The CITY OF RENTON, at its option, shall obtain copies of the policies and/or specific declaration pages FROM awarded bidder prior to execution of contract. proui Vl 'f; C-0 Lk) A Agency/Broker Comple By yp or Print N e) O ©X L(3 `7`-7 Ass Completed Bof (Si natur 7� � LC (,ti �0(P- 66 - 1,64o Name of person to contact Telephone Number NOTE: THIS QUESTIONNAIRE MUST BE COMPLETED FOR EACH LINE OF COVERAGE AND ATTACHED TO CERTIFICATE OF INSURANCE ap ar as ac0RD CERTIFICATE OF LIABILury INSURANCE CSR SP DATE(MM/DD/YY) r CAR -03 03/22/02 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE rown & Brown - Seattle HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 0. Box 24347 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Seattle WA 98124 INSURERS AFFORDING COVERAGE Phone:206- 956 -1600 Fax:206- 956 -9600 SURED INSURER A: St Paul Fire && Marine INSURER B: Scarsella Bros., Inc. INSURER C: P.O. Box 68388 INSURER D: Seattle, WA 98168 -0388 INSURER E: rnVFRAnFS 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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. INSR IR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE MM/DD/YY POLICY EXPIRATION DATE M V D/YY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 FIRE DAMAGE (Any one fire) $ 50,000 X COMMERCIAL GENERAL LIABILITY KKO8400279 05/01/01 05/01/02 MED EXP (Any one person) $ 5,000 (A CLAIMS MADE OCCUR PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 2,000,000 F POLICY X PRO LOC JECT _7 AUTOMOBILE LIABILITY ANY AUTO KK08400279 05/01/01 05/01/02 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 X BODILY INJURY (Per person) $ I ALL OWNED AUTOS SCHEDULED AUTOS X BODILY INJURY (Per accident) $ HIREDAUTOS NON -OWNED AUTOS X PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ ANY AUTO $ AUTO ONLY: AGG kip EXCESS LIABILITY EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5,000,000 A X OCCUR CLAIMS MADE KK08400279 05/01/01 05/01/02 $ 1 $ DEDUCTIBLE $ X RETENTION $10,000 WORKERS COMPENSATION AND X I TORY LIMITS ER E.L. EACH ACCIDENT $ 1,000,000 � EMPLOYERS' LIABILITY KK08400279 05/01/01 05/01/02 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 STOP GAP E.L. DISEASE - POLICY LIMIT $ 1,000,000 OTHER ESCRIPTION OF OPERATIONS /LOCATIONSNEHICLES /EXCLUSIONS ADDED BY ENDORSEMENT /SPECIAL PROVISIONS ;E: Contract NE 2nd Street Storm Line Extension Project - City of Renton is additional insured on GL, Umbrella as respects above contract. Waiver of Ian Subrogation Applies; policy is on a primary basis and not contributory; .ross Liability applies CGO043 Amendatory endorsement provided xxxx CERTIFICATE HOLDER I Y I ADDITIONAL INSURED; INSURER LETTER: RENT -11 City of Renton Attn: Beverly Nelson -Glode 200 Mill Ave S Renton WA 98055 I� .CORD 25 -S (7/97) w.. UANI:tLLAI IVN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATIO DATE THEREOF, THE ISSUING INSURER WILL wlwrMUWr MAIL 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, ©ACORD CORPORATION 1988 r ENDORSEMENT 1 KK08400279 In consideration of the premium charged, it is hereby agreed and understood that Policy Number issued by Insurance Company, is amended to include the following terms and conditions as respects Contract i Number issued by the (OWNER). St. Paul Fire & Marine Insurance Co. 1. ADDITIONAL INSURED. The OWNER their elected or appointed officers, officials, employees, r. subconsultants, and volunteers are included as additionally insured with regard to damages and defense of claims arising from: (a) activities performed by or on behalf of the NAMED INSURED; or (b) products and completed operations of the NAMED INSURED, or (c) premises owned, leased or used by the r.. NAMED INSURED. 2. CONTRIBUTION NOT REQUIRED. As respects: (a) work performed by the NAMED INSURED for or on behalf of the OWNER; or (b) products sold by the NAMED INSURED to the OWNER; or (c) premises leased by the NAMED INSURED from the OWNER, the insurance afforded by this policy shall be primary insurance as respects the OWNER, or any other insured, its elected or appointed officers, officials, employees, subconsultants or volunteers; or stand in an unbroken chain of coverage excess of the NAMED INSURED'S scheduled underlying primary coverage. In either event, any other insurance maintained by the OWNER, or any other insured, its elected or appointed officers, officials, employees, subconsultants or volunteers shall be in excess of this insurance and shall not contribute with it. 3. SEVERABILITY OF INTEREST. The inclusion of more than one Insured under this policy shall not affect the rights of any Insured as respects any claim, suit or judgment made or brought by or for any other Insured or by or for any employee of any other Insured. This policy shall protect each Insured in the same +• manner as through a separate policy had been issued to each, except that nothing herein shall operate to increase the company's liability beyond the amount or amounts for which the company would have been liable had only one insured been named. 4. CANCELLATION NOTICE. The insurance afforded by this policy shall not be suspended, voided, canceled, reduced in coverage or in limits except after FORTY -FIVE (45) days' prior written notice by certified mail return receipt requested has been given to the OWNER. Such notice shall be addressed to (a) the OWNER and (b) the CONTRACTOR. 5. CLAIM REPORTING. The OWNER has no obligation to report occurrences unless a claim has been filed with the OWNER. 6. AGGREGATE LIMIT. The General Aggregate Limit under Limits of Insurance applies separately to the above named contract for the above named OWNER. No Date am s s A PREVAILING MINIMUM HOURLY WAGE RATES A A State of Washington DEPARTMENT OF LABOR AND INDUSTRIES Prevailing Wage Section - Telephone (360) 902 -5335 PO Box 44540, Olympia, WA 98504 -4540 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 by clicking on the benefit code. KING County Effective 3/3/02 Benefit Code Key Prevailing Overtime Holiday Note Classification Wage Code Code Code ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $ $29.67 1 1 M 5 5D BOILERMAKERS JOURNEY LEVEL $ $38.71 1 1 B 5 5N BRICK AND MARBLE MASONS JOURNEY LEVEL $ $35.37 1 1 M 5 5A CABINET MAKERS (IN SHOP) JOURNEY LEVEL $ $11.71 1 1 CARPENTERS ACOUSTICAL WORKER $ $35.31 1 1 M 5 5D BRIDGE, DOCK AND WARF CARPENTERS $ $35.15 1 1M 5 5D CARPENTER $ $35.15 1 1M 5 5D CREOSOTED MATERIAL $ $35.25 1 1M 5 5D DRYWALL APPLICATOR $ $34.94 I IM 5 5D FLOOR FINISHER $ $35.28 1 1M 5 5D FLOOR LAYER $ $35.28 1 1M 5 5D FLOOR SANDER $ $35.28 1 1M 5 5D MILLWRIGHT AND MACHINE ERECTORS $ $36.15 1 1M 5 5D PILEDRIVERS, DRIVING, PULLING, PLACING COLLARS AND $ $35.35 1 1M 5 5D WELDING $35.28 1 1M 5 5D SAWFILER $ $35.28 1 1M 5 5D SHINGLER $ $35.28 I IM 5 5D STATIONARY WOODWORKING TOOLS $ $35.28 1 1M 5 5D CEMENT MASONS JOURNEY LEVEL $ $36.15 1 1 M 5 5D DIVERS & TENDERS $75.57 1 1M 5 5D 8A DIVER BOATMEN $35.67 1B 5D 8L ENGINEER WELDER $35.72 1 B 5D 8L `. LEVERMAN, HYDRAULIC $37.11 1B 5D 8L MAINTENANCE $35.23 1B 5D 8L MATES $35.67 1B 5D 8L OILER $35.33 1B 5D 8L DRYWALL TAPERS JOURNEY LEVEL $34.92 1J 5B ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEY LEVEL $18.69 1 ELECTRICIANS - INSIDE CABLE SPLICER $45.65 1D 6H CABLE SPLICER (TUNNEL) $62.70 1D 6H CERTIFIED WELDER $43.99 1D 6H CERTIFIED WELDER (TUNNEL) $60.27 1D 6H CONSTRUCTION STOCK PERSON $23.33 1D 6H JOURNEY LEVEL $42.33 1D 6H JOURNEY LEVEL (TUNNEL) $57.83 1D 6H ELECTRICIANS - MOTOR SHOP CRAFTSMAN $15.37 2A 6C JOURNEY LEVEL $14.69 2A 6C ELECTRICIANS - POWERLINE CONSTRUCTION CABLE SPLICER CERTIFIED LINE WELDER $44.01 $40.40 4A 4A 5A 5A GROUNDPERSON $29.62 4A 5A HEAD GROUNDPERSON $31.13 4A 5A HEAVY LINE EQUIPMENT OPERATOR $40.40 4A 5A JACKHAMMER OPERATOR $31.13 4A 5A JOURNEY LEVEL LINEPERSON $40.40 4A 5A LINE EQUIPMENT OPERATOR $34.44 4A 5A POLE SPRAYER $40.40 4A 5A POWDERPERSON $31.13 4A 5A ELECTRONIC & TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL ELEVATOR CONSTRUCTORS $12.07 1 CONSTRUCTOR $31.29 4A 6Q MECHANIC $42.25 4A 6Q MECHANIC IN CHARGE $46.63 4A 6Q PROBATIONARY CONSTRUCTOR $16.27 4A 6Q FABRICATED PRECAST CONCRETE PRODUCTS " ARCHITECTURAL AND PRESTRESSED CONCRETE - All $11.05 1 Classifications ALL OTHER CONCRETE PRODUCTS - Carpenter $18.77 1 B 6S ALL OTHER CONCRETE PRODUCTS - Clean -up $17.99 1B 6S ALL OTHER CONCRETE PRODUCTS - Fabricator $18.24 1B 6S ALL OTHER CONCRETE PRODUCTS - Gunite $18.24 113 6S ALL OTHER CONCRETE PRODUCTS - Maintenance $18.77 1B 6S ALL OTHER CONCRETE PRODUCTS - Operator $18.24 1B 6S ALL OTHER CONCRETE PRODUCTS - Welder $18.24 113 6S ALL OTHER CONCRETE PRODUCTS - Wet Pour $17.99 1B 6S ALL OTHER CONCRETE PRODUCTS - Yard Patch $17.99 1 B 6S FENCE ERECTORS FENCE ERECTOR $24.62 1 FLAGGERS JOURNEY LEVEL $24.99 1 M 5D GLAZIERS JOURNEY LEVEL $35.96 2E 5G HEAT & FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $35.93 1 F 5C HEATING EQUIPMENT MECHANICS MECHANIC $18.45 1J 5A HOD CARRIERS & MASON TENDERS JOURNEY LEVEL $30.15 1 M 5D INDUSTRIAL ENGINE AND MACHINE MECHANICS MECHANIC $15.65 1 INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL $9.07 1 INLAND BOATMEN ASSISTANT ENGINEER $30.70 1 K 5D CHIEF ENGINEER $31.57 1 K 5D COOK $26.58 1 K 5D DECK ENGINEER, ABLE SEAMAN, OILER $26.58 1 K 5D DECKHAND $26.17 1 K 5D FIRST MATE $30.80 1 K 5D MASTER $33.74 1 K 5D MATE, LAUNCH OPERATOR $28.83 1 K 5D MESSMAN $21.96 1 K 5D ORDINARY SEAMAN $23.28 1 K 5D INSPECTION /CLEANING /SEALING OF SEWER & WATER SYSTEMS BY REMOTE CONTROL CLEANER OPERATOR, FOAMER OPERATOR $9.73 1 GROUT TRUCK OPERATOR $11.48 1 HEAD OPERATOR $12.78 1 TECHNICIAN $6.90 1 TV TRUCK OPERATOR $10.53 1 INSULATION APPLICATORS JOURNEY LEVEL $35.15 1 M 5D IRONWORKERS JOURNEY LEVEL $37.17 1 B 5A LABORERS ASPHALT RAKER $30.15 1 M 5D BALLAST REGULATOR MACHINE $29.67 1M 5D BATCH WEIGHMAN $24.99 IM 5D CARPENTER TENDER $29.67 1M 5D CASSION WORKER $30.51 IM 5D CEMENT DUMPER/PAVING $30.15 1M 5D CEMENT FINISHER TENDER $29.67 IM 5D CHIPPING GUN (OVER 30 LBS) $30.15 1M 5D CHIPPING GUN (UNDER 30 LBS) $29.67 1M 5D CHUCK TENDER $29.67 1M 5D CLEAN -UP LABORER $29.67 1M 5D CONCRETE FORM STRIPPER $29.67 1M 5D CONCRETE SAW OPERATOR $30.15 IM 5D CRUSHER FEEDER $24.99 1M 5D CURING LABORER $29.67 1M 5D 3 DEMOLITION, WRECKING & MOVING (INCLUDING CHARRED $29.67 1M 5D MATERIALS) DITCH DIGGER $29.67 1M 5D im DIVER $30.51 1M 5D DRILL OPERATOR (HYDRAULIC, DIAMOND) $30.15 1M 5D DRILL OPERATOR, AIRTRAC $30.51 1M 5D DUMPMAN $29.67 1M 5D FALLER /BUCKER, CHAIN SAW $30.15 1M 5D FINAL DETAIL CLEANUP (i.e., dusting, vacuuming, window $22.67 1M 5D cleaning; NOT construction debris cleanup) FINE GRADERS $29.67 1M 5D FIRE WATCH $29.67 1M 5D FORM SETTER $29.67 1M 5D GABION BASKET BUILDER $29.67 1M 5D GENERAL LABORER $29.67 1M 5D GRADE CHECKER & TRANSIT PERSON $30.15 1M 5D GRINDERS $29.67 1M 5D GROUT MACHINE TENDER $29.67 1M 5D HAZARDOUS WASTE WORKER LEVEL A $30.51 1M 5D 3 HAZARDOUS WASTE WORKER LEVEL B $30.15 1M 5D HAZARDOUS WASTE WORKER LEVEL C $29.67 1M 5D HIGH SCALER $30.51 1M 5D HOD CARRIER/MORTARMAN $30.15 1M 5D JACKHAMMER LASER BEAM OPERATOR $30.15 $30.15 1M 1M 5D 5D MINER $30.51 1M 5D NOZZLEMAN, CONCRETE PUMP, GREEN CUTTER WHEN $30.15 1M 5D USING HIGH PRESSURE AIR & WATER ON CONCRETE & ROCK, SANDBLAST, GUNITE, SHOTCRETE, WATER BLASTER PAVEMENT BREAKER $30.15 1M 5D PILOT CAR $24.99 1M 5D PIPE RELINER (NOT INSERT TYPE) $30.15 1M 5D PIPELAYER & CAULKER $30.15 1M 5D PIPELAYER & CAULKER (LEAD) $30.51 1M 5D PIPEWRAPPER $30.15 1M 5D POT TENDER $29.67 1M 5D POWDERMAN $30.51 1M 5D POWDERMAN HELPER $29.67 1M 5D POWERJACKS $30.15 1M 5D RAILROAD SPIKE PULLER (POWER) $30.15 1M 5D RE- TIMBERMAN $30.51 1M 5D RIPRAP MAN $29.67 1M 5D SIGNALMAN $29.67 1M 5D SLOPER SPRAYMAN $29.67 1M 5D SPREADER (CLARY POWER OR SIMILAR TYPES) $30.15 1M 5D SPREADER (CONCRETE) $30.15 1M 5D STAKE HOPPER $29.67 1M 5D STOCKPILER $29.67 1M 5D TAMPER & SIMILAR ELECTRIC, AIR & GAS $30.15 1M 5D TAMPER (MULTIPLE & SELF PROPELLED) $30.15 1M 5D TOOLROOM MAN (AT JOB SITE) $29.67 1 M 5D TOPPER - TAILER $29.67 1M 5D TRACK LABORER $29.67 1M 5D TRACK LINER (POWER) $30.15 1M 5D TUGGER OPERATOR $30.15 1M 5D VIBRATING SCREED (AIR, GAS, OR ELECTRIC) $29.67 1M 5D VIBRATOR $30.15 1 M 5D WELDER $29.67 1 M 5D WELL -POINT LABORER $30.15 1 M 5D LABORERS - UNDERGROUND SEWER & WATER GENERAL LABORER $29.67 1 M 5D PIPE LAYER $30.15 1M 5D LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN SPRINKLER INSTALLERS $11.07 1 LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS $10.63 1 LANDSCAPING OR PLANTING LABORERS $8.42 1 LATHERS JOURNEY LEVEL $34.94 1M 5D MACHINISTS (HYDROELECTRIC SITE WORK) MACHINIST $16.84 1 METAL FABRICATION (IN SHOP) FITTER $15.86 1 LABORER $9.78 1 MACHINE OPERATOR $13.04 1 PAINTER $11.10 1 WELDER $15.48 1 MODULAR BUILDINGS CABINET ASSEMBLY $11.56 1 ELECTRICIAN $11.56 1 EQUIPMENT MAINTENANCE $11.56 1 PLUMBER $11.56 1 PRODUCTION WORKER $9.26 1 TOOL MAINTENANCE $11.56 1 UTILITY PERSON $11.56 1 WELDER $11.56 ' 1 PAINTERS JOURNEY LEVEL $28.63 2B 5A PLASTERERS JOURNEY LEVEL $35.63 1 R 5A PLAYGROUND & PARK EQUIPMENT INSTALLERS JOURNEY LEVEL $8.42 1 PLUMBERS & PIPEFITTERS JOURNEY LEVEL $44.76 1 G 5A POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $33.59 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (3 YD & UNDER) $36.05 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (OVER 3 YD & UNDER 6 YD) $36.49 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (6 YD AND OVER WITH $36.99 1T 5D 8L ATTACHMENTS) BACKHOES, (75 HP & UNDER) $35.69 1T 5D 8L BACKHOES, (OVER 75 HP) $36.05 IT 5D 8L BARRIER MACHINE (ZIPPER) $36.05 1T 5D 8L BATCH PLANT OPERATOR, CONCRETE $36.05 1T 5D 8L BELT LOADERS (ELEVATING TYPE) $35.69 1T 5D 8L BOBCAT $33.59 1T 5D 8L BROOMS $33.59 1T 5D 8L BUMP CUTTER $36.05 1T 5D 8L CABLEWAYS $36.49 1T 5D 8L CHIPPER $36.05 1T 5D 8L COMPRESSORS $33.59 1T 5D 8L CONCRETE FINISH MACHINE - LASER SCREED $33.59 1T 5D 8L CONCRETE PUMPS $35.69 1T 5D 8L CONCRETE PUMP -TRUCK MOUNT WITH BOOM ATTACHMENT $36.05 1T 5D 8L CONVEYORS $35.69 1T 5D 8L CRANES, THRU 19 TONS, WITH ATTACHMENTS $35.69 1T 5D 8L CRANES, 20 - 44 TONS, WITH ATTACHMENTS $36.05 1T 5D 8L CRANES, 45 TONS - 99 TONS, UNDER 150 FT OF BOOM $36.49 1T 5D 8L (INCLUDING JIB WITH ATACHMENTS) CRANES, 100 TONS - 199 TONS, OR 150 FT OF BOOM $36.99 1T 5D 8L (INCLUDING JIB WITH ATTACHMENTS) CRANES, 200 TONS TO 300 TONS, OR 250 FT OF BOOM $37.49 1T 5D 8L (INCLUDING JIB WITH ATTACHMENTS) CRANES, A- FRAME, 10 TON AND UNDER $33.59 1T 5D 8L CRANES, A- FRAME, OVER 10 TON $35.69 1T 5D 8L CRANES, OVER 300 TONS, OR 300' OF BOOM INCLUDING JIB $37.99 1T 5D 8L WITH ATTACHMENTS CRANES, OVERHEAD, BRIDGE TYPE (20 - 44 TONS) $36.05 1T 5D 8L CRANES, OVERHEAD, BRIDGE TYPE (45 - 99 TONS) $36.49 1T 5D 8L CRANES, OVERHEAD, BRIDGE TYPE (100 TONS & OVER) $36.99 1T 5D 8L CRANES, TOWER CRANE UP TO 175' IN HEIGHT, BASE TO $36.99 1T 5D 8L BOOM CRANES, TOWER CRANE OVER 175' IN HEIGHT, BASE TO $37.49 1T 5D 8L BOOM CRUSHERS $36.05 1T 5D 8L DECK ENGINEER/DECK WINCHES (POWER) $36.05 1T 5D 8L DERRICK, BUILDING $36.49 1T 5D 8L DOZERS, D -9 & UNDER $35.69 1T 5D 8L DRILL OILERS - AUGER TYPE, TRUCK OR CRANE MOUNT $35.69 1T 5D 8L DRILLING MACHINE $36.05 1T 5D 8L ELEVATOR AND MANLIFT, PERMANENT AND SHAFT -TYPE $33.59 1T 5D 8L EQUIPMENT SERVICE ENGINEER (OILER) $35.69 1T 5D 8L FINISHING MACHINE /BIDWELL GAMACO AND SIMILAR EQUIP $36.05 1T 5D 8L FORK LIFTS, (3000 LBS AND OVER) $35.69 1T 5D 8L FORK LIFTS, (UNDER 3000 LBS) $33.59 1T 5D 8L GRADE ENGINEER $35.69 1T 5D 8L GRADECHECKER AND STAKEMAN $33.59 1T 5D 8L HOISTS, OUTSIDE (ELEVATORS AND MANLIFTS), AIR $35.69 1T 5D 8L TUGGERS HORIZONTAUDIRECTIONAL DRILL LOCATOR $35.69 1T 5D 8L HORIZONTAUDIRECTIONAL DRILL OPERATOR $36.05 1T 5D 8L HYDRALIFTS /BOOM TRUCKS (10 TON & UNDER) $33.59 IT 5D 8L HYDRALIFTS /BOOM TRUCKS (OVER 10 TON) $35.69 1T 5D 8L LOADERS, OVERHEAD (6 YD UP TO 8 YD) $36.49 1T 5D 8L LOADERS, OVERHEAD (8 YD & OVER) $36.99 1T 5D 8L LOADERS, OVERHEAD (UNDER 6 YD), PLANT FEED $36.05 1T 5D 8L LOCOMOTIVES, ALL $36.05 1T 5D 8L MECHANICS, ALL $36.05 1T 5D 8L MIXERS, ASPHALT PLANT $36.05 1T 5D 8L MOTOR PATROL GRADER (FINISHING) $36.05 1T 5D 8L MOTOR PATROL GRADER (NON- FINISHING) $35.69 1T 5D 8L MUCKING MACHINE, MOLE, TUNNEL DRILL AND /OR SHIELD $36.49 1T 5D 8L OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND MULCH $33.59 1T 5D 8L SEEDING OPERATOR PAVEMENT BREAKER $33.59 1T 5D 8L PILEDRIVER (OTHER THAN CRANE MOUNT) $36.05 1T 5D 8L PLANT OILER (ASPHALT CRUSHER) $35.69 1T 5D 8L POSTHOLE DIGGER, MECHANICAL $33.59 1T 5D 8L POWER PLANT $33.59 1T 5D 8L PUMPS, WATER $33.59 1T 5D 8L QUAD 9, D -10, AND HD-41 $36.49 1T 5D 8L REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH $36.49 1T 5D 8L MOVING EQUIP RIGGER AND BELLMAN $33.59 1T 5D 8L tROLLAGON $36.49 1T 5D 8L ROLLER, OTHER THAN PLANT ROAD MIX $33.59 1T 5D 8L ROLLERS, PLANTMIX OR MULTILIFT MATERIALS $35.69 1T 5D 8L ROTO -MILL, ROTO- GRINDER $36.05 1T 5D 8L SAWS, CONCRETE $35.69 1T 5D 8L SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING OFF -ROAD EQUIPMENT ( UNDER 45 YD) $36.05 1T 5D 8L SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, $36.49 1T 5D 8L ' ARTICULATING OFF -ROAD EQUIPMENT (45 YD AND OVER) SCRAPERS, CONCRETE AND CARRY ALL $35.69 1T 5D 8L SCREED MAN $36.05 1T 5D 8L SHOTCRETE GUNITE $33.59 1T 5D 8L SLIPFORM PAVERS $36.49 1T 5D 8L SPREADER, TOPSIDE OPERATOR - BLAW KNOX $36.05 1T 5D 8L 1 SUBGRADE TRIMMER $36.05 1T 5D 8L TRACTORS, (75 HP & UNDER) $35.69 1T 5D 8L TRACTORS, (OVER 75 HP) $36.05 1T 5D 8L TRANSFER MATERIAL SERVICE MACHINE $36.05 1T 5D 8L TRANSPORTERS, ALL TRACK OR TRUCK TYPE $36.49 1T 5D 8L TRENCHING MACHINES UNDER 100 TON) $35.69 $35.69 1T 1T 5D 5D 8L 8L TRUCK CRANE OILER/DRIVER ( TRUCK CRANE OILER/DRIVER (100 TON & OVER) $36.05 1T 5D 8L WHEEL TRACTORS, FARMALL TYPE $33.59 1T 5D 8L YO YO PAY DOZER $36.05 1T 5D 8L POWER EQUIPMENT OPERATORS- UNDERGROUND SEWER & WATER (SEE POWER EQUIPMENT OPERATORS) POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE SPRAY PERSON $29.97 $28.35 4A 4A 5A 5A TREE EQUIPMENT OPERATOR $28.75 4A 5A TRIMMER $26.62 4A 5A 'TREE TREE TRIMMER GROUNDPERSON $19.48 4A 5A REFRIGERATION & AIR CONDITIONING MECHANICS MECHANIC $43.46 1 G 5A RESIDENTIAL BRICK & MARBLE MASONS JOURNEY LEVEL $19.25 1 RESIDENTIAL CARPENTERS JOURNEY LEVEL $23.47 1 RESIDENTIAL CEMENT MASONS JOURNEY LEVEL $36.15 1 M 5D RESIDENTIAL DRYWALL TAPERS JOURNEY LEVEL $22.18 1 RESIDENTIAL ELECTRICIANS JOURNEY LEVEL RESIDENTIAL GLAZIERS $26.24 1 JOURNEY LEVEL $24.84 2E 5G RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL $17.60 1 RESIDENTIAL LABORERS JOURNEY LEVEL $18.12 1 RESIDENTIAL PAINTERS JOURNEY LEVEL $14.83 1 RESIDENTIAL PLUMBERS & PIPEFITTERS JOURNEY LEVEL $27.87 1G 5A RESIDENTIAL REFRIGERATION & AIR CONDITIONING MECHANICS JOURNEY LEVEL $43.46 1G 5A RESIDENTIAL SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $26.23 1J 5A RESIDENTIAL SOFT FLOOR LAYERS JOURNEY LEVEL $30.60 1B 5A RESIDENTIAL SPRINKLER FITTERS (FIRE PROTECTION) JOURNEY LEVEL $15.37 1 ROOFERS JOURNEY LEVEL $32.53 1R 5A USING IRRITABLE BITUMINOUS MATERIALS $35.53 1R 5A SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $39.68 1J 6L SIGN MAKERS & INSTALLERS (ELECTRICAL) SIGN INSTALLER $23.36 1 SIGN MAKER $16.84 1 SIGN MAKERS & INSTALLERS (NON- ELECTRICAL) SIGN INSTALLER $17.31 1 SIGN MAKER $15.61 1 SOFT FLOOR LAYERS JOURNEY LEVEL $30.60 1B 5A SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $12.44 1 5s SPRINKLER FITTERS (FIRE PROTECTION) JOURNEY LEVEL $42.48 1B 5C STAGE RIGGING MECHANICS (NON STRUCTURAL) JOURNEY LEVEL $13.23 1 SURVEYORS CHAIN PERSON $9.35 1 C� C INSTRUMENT PERSON $11.40 1 rPARTY CHIEF $13.40 1 TELEPHONE LINE CONSTRUCTION - OUTSIDE CABLE SPLICER $24.74 213 5A HOLE DIGGER/GROUND PERSON $13.18 2B 5A INSTALLER (REPAIRER) $23.66 2B 5A JOURNEY LEVEL TELEPHONE LINEPERSON $22.91 213 5A SPECIAL APPARATUS INSTALLER 1 $24.74 2B 5A SPECIAL APPARATUS INSTALLER II TELEPHONE EQUIPMENT OPERATOR (HEAVY) $24.21 $24.74 2B 26 5A 5A TELEPHONE EQUIPMENT OPERATOR (LIGHT) $22.91 2B 5A TELEVISION GROUND PERSON $12.42 2B 5A TELEVISION LINEPERSON /INSTALLER $17.02 2B 5A TELEVISION SYSTEM TECHNICIAN $20.54 213 5A TELEVISION TECHNICIAN $18.33 2B 5A TREE TRIMMER $22.91 2B 5A TERRAZZO WORKERS & TILE SETTERS JOURNEY LEVEL $32.83 1 H 5A TILE, MARBLE & TERRAZZO FINISHERS FINISHER $26.66 1 H 5A TRAFFIC CONTROL STRIPERS JOURNEY LEVEL $27.67 1 K 5A TRUCK DRIVERS ASPHALT MIX (TO 16 YARDS) $33.48 1T 5D 8L ASPHALT MIX (OVER 16 YARDS) $34.06 1T 5D 8L DUMP TRUCK $33.48 1T 5D 8L DUMP TRUCK & TRAILER $34.06 1T 5D 8L OTHER TRUCKS $34.06 1T 5D 8L TRANSIT MIXER $23.45 1 WELL DRILLERS & IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER $17.71 1 OILER $12.97 1 WELL DRILLER $17.68 1 C� C BENEFIT CODE KEY - EFFECTIVE 03 -03 -02 L 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 ' 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 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. All hours worked on Sundays shall be paid at double the hourly rate of wage. ' D. The first eight (8) hours worked on Saturdays of a five - eight hour work week and the first eight (8) hours worked on a fifth calendar day, excluding Sunday, 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 eight (8) hours per day on Saturday; all hours worked in excess of eight (8) hours in a fifth calendar weekday of a four - ten hour schedule; all hours worked in excess of ten (10) hours per day Monday through Friday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. 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 '(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 on Sundays and holidays shall be paid at double the hourly rate of wage. J. 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 and Saturday, and all hours worked on Sundays and holidays shall be 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. L. All hours worked on Saturdays, Sundays and holidays (except Thanksgiving Day and Christmas Day) shall be paid at one and one -half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas Day shall be paid at double the hourly rate of wage. 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. 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. P. All hours worked on Saturdays (except makeup days) 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. Q. 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 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. 3 S. All hours worked on Sundays between the hours of 12:OOAM Sunday and 6:OOAM Monday and on holidays shall be paid at double the hourly rate of wage. T. 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 after 6:OOPM Saturday to 6:OOAM Monday and on holidays shall be paid at double the hourly rate of wage. 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 hourly rate of wage. W. All hours worked on Saturdays and Sundays (except makeup days) shall be paid atone and one -half times the hourly rate of wage. All hours worked on holidays shall be paid at two times 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 worked 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. 3 C. All hours worked on Sundays shall be paid at one and one -half times the hourly rate of wage. All hours worked on holidays shall be paid at two 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 o wage. The first eight (8) hours worked on holidays shall be paid at straight time in addition to the holiday pay. All hours worked in 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 -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. 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. 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 -halm times the hourly rate of wage. ' 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. M. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one - half times the hourly rate of wage. 4A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays, and holidays shall be paid at double the hourly rate of wage. `5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7). HOLIDAY CODES n B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before Christmas Day, and Christmas Day (8). C. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (8). 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). G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the last work day before Christmas Day, and Christmas Day (7). H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the day after Thanksgiving Day, and Christmas Day (6). I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). ' N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day (9). ' O. Paid Holidays: New Year's Day, Washington's Birthday, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). 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, Presidents' Day, Independence Day, Labor Day, Thanksgiving Day, the day after Thanksgiving Day, one -half day before Christmas Day, and Christmas Day (7 1/2). S. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (7). T. Paid holiday: seven (7) paid holidays. V. Paid Holidays: six (6) paid holidays. W. Paid Holidays: nine (9) paid holidays.. X. Holidays: After 520 hours - New Year's Day, Thanksgiving Day, and Christmas Day. After 2080 hours - New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Christmas Day and a floating holiday (8). Y. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Presidential Election Day, Thanksgiving Day, the Friday following Thanksgiving Day, and Christmas Day (8). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day (8). 6. HOLIDAY CODES 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). C. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday 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 after Christmas Day (9). H. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day (8). I. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7). 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). Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the day after Thanksgiving Day, and Christmas Day. Unpaid Holiday: Presidents' Day. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, th Friday after Thanksgiving Day, Christmas Eve Day, and Christmas Day (8). wi T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the last working day before Christmas Day, and t� Christmas Day (9). U. Holidays: New Year's Day, Day before New Year's Day, Memorial Day, Day before Independence Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the day before Christmas Day, Christmas Day (10). V. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, day after Thanksgiving Day, Christmas Eve Day, Christmas Day, Employee's Birthday, and one day of the Employee's choice (10). 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 befor Christmas Day (10). 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). NOTE CODES A. The standby rate of pay for divers shall be one -half times the divers rate of pay. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or more: over 50' to 100'- $1.00 per foot for each foot over 50 feet, over 100' to 175'- $2.25 per foot for each foot over 100 feet, 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. C. The standby rate of pay for divers shall be one -half times the divers rate of pay. In addition to the 'hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or more: over 50' to 100'- $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, over 200'- divers may name their own price. D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. 'E. All classifications, including all apprentices, reporting to an employer's designated job headquarters and working a minimum of four (4) hours in any one (1) day shall receive a wage supplement of twenty - four dollars ($24.00) in addition to the prevailing hourly rate of wage and fringe benefits. L. Workers on hazmat projects receive additional hourly premiums as follows - Level A: $0.75, Level B: $0.50, and Level C: $0.25. 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. Prevailing Wage Home I Prevailing Wage Rates Prevailing Wage Home lie q a, Last updated: Thursday, January 31, 2002 ' Washington State Iniorma ion a Services Comments about this page to: dow1235(&Jni.wa._gov d Ll A State of Washington DEPARTMENT OF LABOR AND INDUSTRIES Prevailing Wage Section - Telephone (360) 902 -5335 PO Box 44540, Olympia, WA 98504 -4540 g 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 by clicking on the benefit code. NOTE: Any apprentice not registered with the Washington State Apprenticeship and Training Council must be paid prevailing journey level wages. To verify apprentice registration, call (360) 902 -5324. KING County Apprentices Effective 3/3/02 Benefit Code Key Prevailing Overtime Holiday Note Stage of Progression & Hour Range Wage Code Code Code ASBESTOS ABATEMENT WORKERS ENVIRONMENTAL CONTROL PAINTERS 1: 0 - 1000 Hours - 50.00% $15.31 1 M 5D 2: 1001 - 2000 Hours - 60.00% $17.70 1M 5D 3: 2001 - 3000 Hours - 75.00% $23.09 1 M 5D 4: 3001 - 4000 Hours - 90.00% $27.04 1 M 5D LABORERS 1: 0 - 1000 Hours - 60.00% $20.10 1 M 5D 2: 1001 - 2000 Hours - 70.00% $22.49 1 M 51) 3: 2001 - 3000 Hours - 80.00% $24.89 1 M 51) 4: 3001 - 4000 Hours - 90.00% $27.28 1 M 51) BOILERMAKERS 1: 0 - 1000 Hours - 70.00% $30.83 $32.14 16 1 B 5N 5N 2: 1001 - 2000 Hours - 75.00% 3: 2001 - 3000 Hours - 80.00% $33.46 1 B 5N 4: 3001 - 4000 Hours - 85.00% $34.77 1 B 5N 5: 4001 - 5000 Hours - 90.00% $36.08 1 B 5N 6: 5001 - 6000 Hours - 95.00% $37.40 1 B 5N BRICK AND MARBLE MASONS 1: 0 - 750 Hours - 50.00% $19.96 1 M 5A 2: 751 - 2250 Hours - 55.00% $21.36 $22.77 1 M 1 M 5A 5A 3: 2251 - 3000 Hours - 60.00% 4: 3001 - 3750 Hours - 70.00% $25.58 1 M 5A 5: 3751 - 4500 Hours - 80.00% $28.39 1 M 5A 6: 4501 - 5250 Hours - 90.00% $31.21 1 M 5A 7: 5251 - 6000 Hours - 95.00% $32.61 1 M 5A CARPENTERS ACOUSTICAL WORKER 1: 0 - 1000 Hours - 50.00% $17.59 1 M 5D 2: 1001 - 2000 Hours - 60.00% $24.23 1 M 5D 3:2001 - 3000 Hours - 68.00% $26.45 1 M 5D 4: 3001 - 4000 Hours - 76.00% $28.66 1 M 5D 5: 4001 - 5000 Hours - 84.00% $30.88 1 M 5D 6: 5001 - 6000 Hours - 92.00% $33.09 1 M 5D BRIDGE, DOCK AND WARF CARPENTERS 1: 1 It Period - 60.00% $20.26 1 M 5D 2: 2nd Period - 65.00% $25.51 1 M 5D 3: 3rd Period - 70.00% $26.89 1 M 5D 4: 4th Period - 75.00% $28.27 1 M 5D 5: 5th Period - 80.00% $29.64 1 M 5D 6: 6th Period - 85.00% $31.02 1 M 5D 7: 7th Period - 90.00% $32.40 1 M 5D 8: 8th Period - 95.00% $33.77 1 M 5D CARPENTER 1: 1 It Period - 60.00% $20.26 1 M 5D 2: 2nd Period - 65.00% $25.51 1 M 5D 3: 3rd Period - 70.00% $26.89 1 M 5D 4: 4th Period - 75.00% $28.27 1 M 5D 5: 5th Period - 80.00% $29.64 1 M 5D 6: 6th Period - 85.00% $31.02 1 M 5D 7: 7th Period - 90.00% $32.40 1 M 5D ` 8: 8th Period - 95.00% $33.77 1 M 5D DRYWALL APPLICATOR DRYWALL, METAL STUD, AND CEILING APPLICATORS 1: 0 - 700 Hours - 50.00% $17.41 1 M 5D 2: 701 - 1400 Hours - 60.00% $24.01 1 M 5D 3: 1401 - 2100 Hours - 68.00% $26.19 1 M 5D 4: 2101 - 2800 Hours - 76.00% $28.38 1 M 5D 5: 2801 - 3500 Hours - 84.00% $30.57 1 M 5D 6: 3501 - 4200 Hours - 92.00% $32.75 1 M 5D MILLWRIGHT AND MACHINE ERECTORS 1: 1 It Period - 60.00% $20.86 1 M 5D 2: 2nd Period - 65.00% $26.16 1 M 5D 3: 3rd Period - 70.00% $27.59 1 M 5D 4: 4th Period - 75.00% $29.02 1 M 5D 5. 5th Period - 80.00% $30.44 1 M 5D 6: 6th Period - 85.00% $31.87 1 M 5D 7: 7th Period - 90.00% $33.30 1 M 5D 8: 8th Period - 95.00% $34.72 PILEDRIVERS, DRIVING, PULLING, PLACING COLLARS AND WELDING 1 M 5D 1: 1 It Period - 60.00% $20.38 1 M 5D 2: 2nd Period - 65.00% $25.64 1 M 5D 3: 3rd Period - 70.00% $27.03 1 M 5D 4: 4th Period - 75.00% $28.42 1 M 5D 5: 5th Period - 80.00% $29.80 1 M 5D 6: 6th Period - 85.00% $31.19 1 M 5D 7: 7th Period - 90.00% $32.58 1 M 5D 8: 8th Period - 95.00% $33.96 1 M 5D CEMENT MASONS 1: 0 - 1000 Hours - 50.00% $22.82 1 M 5D 2. 1001 - 2000 Hours - 60.00% $25.49 1 M 5D 3: 2001 - 3000 Hours - 70.00% $28.15 1 M 5D 4: 3001 - 4000 Hours - 80.00% $30.82 1 M 5D 5: 4001 - 5000 Hours - 90.00% $33.48 1 M 5D 6: 5001 - 6000 Hours - 95.00% $34.82 1 M 5D DRYWALL TAPERS 1: 0 - 1000 Hours - 50.00% $21.62 1 J 5B 2: 1001 - 2000 Hours - 55.00% $22.95 1J 5B 3: 2001 - 3000 Hours - 65.00% $25.61 1J 5B 4: 3001 - 4000 Hours - 75.00% $28.27 1 J 5B 5: 4001 - 5000 Hours - 85.00% $30.93 1 J 5B 6: 5001 - 6000 Hours - 90.00% $32.26 1 J 5B ELECTRICIANS - INSIDE 1: 0 - 1000 Hours - 40.00% $16.80 1 D 6H 2: 1001 - 2000 Hours - 50.00% $20.12 1 D 6H 3: 2001 - 3500 Hours - 55.00% $24.86 1 D 6H 4: 3501 - 5000 Hours - 65.00% $28.74 1 D 6H 5: 5001 - 6500 Hours - 75.00% $32.62 1 D 6H 6: 6501 - 8000 Hours - 85.00% $36.50 1 D 6H ELECTRICIANS - POWERLINE CONSTRUCTION JOURNEY LEVEL LINEPERSON 1: 0 - 1000 Hours - 60.00% $26.62 4A 5A 2: 1001 - 2000 Hours - 65.00% $28.12 4A 5A 3: 2001 - 3000 Hours - 71.00% $29.93 4A 5A 4: 3001 - 4000 Hours - 81.00% $32.93 4A 5A 5: 4001 - 5000 Hours - 85.00% $34.14 4A 5A 6: 5001 - 6000 Hours - 89.00% $35.33 4A 5A 7: 6001 - 7000 Hours - 93.00% $36.54 4A 5A POLE SPRAYER 1: 0 1000 Hours - 85.70% $34.35 4A 5A - 2: 1001 - 2000 Hours - 89.80% $35.58 4A 5A 3: 2001 - 3000 Hours - 92.80% $36.48 4A 5A 1 ELECTRONIC & TELECOMMUNICATION TECHNICIANS 1: 0 - 1000 Hours - 55.00% $6.90 1 2: 1001 - 2000 Hours - 60.00% $7.24 1 3: 2001 - 3000 Hours - 65.00% $7.85 1 4: 3001 - 4000 Hours - 70.00% 75.00% $8.45 $9.05 1 1 5: 4001 - 5000 Hours - 6: 5001 - 6000 Hours - 80.00% $9.66 1 7: 6001 - 7000 Hours - 85.00% $10.26 1 8: 7001 - 8000 Hours - 95.00% $11.47 1 FLAGGERS 1: 0 - 1000 Hours - 60.00% $20.10 1 M 5D 2: 1001 - 2000 Hours - 70.00% $22.49 1 M 5D 3: 2001 - 3000 Hours - 80.00% $24.89 1 M 5D 4: 3001 - 4000 Hours - 90.00% $24.99 1 M 5D GLAZIERS 1: 0 - 1000 Hours - 45.00% $17.72 2E 5G 2: 1001 - 2000 Hours - 50.00% $19.38 2E 5G 3: 2001 - 3000 Hours - 55.00% 4: 3001 - 4000 Hours - 60.00% $21.04 $22.70 2E 2E 5G 5G 5: 4001 - 5000 Hours - 65.00% $24.35 2E 5G 6: 5001 - 6000 Hours - 70.00% $26.01 2E 5G 7: 6001 - 7000 Hours - 80.00% $29.33 2E 5G 8: 7001 - 8000 Hours - 90.00% $32.64 2E 5G HEAT & FROST INSULATORS AND ASBESTOS WORKERS 5. MECHANIC 1: 0 - 1000 Hours - 50.00% $21.40 1 F 5C 2: 1001 - 2000 Hours - 55.00% $22.85 1 F 5C 3: 2001 - 4000 Hours - 65.00% $25.76 1 F 5C 4: 4001 - 6000 Hours - 75.00% $28.66 1 F 5C 5: 6001 - 8000 Hours - 85.00% $31.57 1 F 5C HOD CARRIERS & MASON TENDERS 1: 0 - 1000 Hours - 60.00% $20.10 1 M 5D 2: 1001 - 2000 Hours - 70.00% $22.49 1 M 5D 3: 2001 - 3000 Hours - 80.00% $24.89 1 M 5D 4: 3001 - 4000 Hours - 90.00% $27.28 1 M 5D INSULATION APPLICATORS 1: 0 - 1000 Hours - 50.00% $17.51 1 M 5D 2: 1001 - 2000 Hours - 60.00% $24.13 1 M 5D 3: 2001 - 3000 Hours - 75.00% $28.27 1 M 5D 4: 3001 - 4000 Hours - 90.00% $32.40 1 M 5D IRONWORKERS 1: 0 - 1000 Hours - 65.00% $21.13 1 B 5A 2: 1001 - 2000 Hours - 70.00% $22.42 1 B 5A 3: 2001 - 3000 Hours - 75.00% $30.72 1 B 5A 4: 3001 - 4000 Hours - 80.00% $32.01 1 B 5A 5: 4001 - 5000 Hours - 90.00% $34.59 1 B 5A 6: 5001 - 6000 Hours - 90.00% $34.59 1 B 5A 7: 6001 - 7000 Hours - 95.00% $35.88 1 B 5A 8: 7001 - 8000 Hours - 95.00% $35.88 1 B 5A LABORERS 1: 0 - 1000 Hours - 60.00% $20.10 1 M 5D 2: 1001 - 2000 Hours - 70.00% $22.49 1 M 5D 3: 2001 - 3000 Hours - 80.00% $24.89 1 M 5D 4: 3001 - 4000 Hours - 90.00% $27.28 1 M 5D LABORERS - UNDERGROUND SEWER & WATER 1: 0 - 1000 Hours - 60.00% $20.10 1 M 5D 2: 1001 - 2000 Hours - 70.00% $22.49 1 M 5D 3: 2001 - 3000 Hours - 80.00% $24.89 1 M 5D 4: 3001 - 4000 Hours - 90.00% $27.28 1 M 5D LATHERS 1: 0 - 1000 Hours - 50.00% $17.41 1 M 5D 2: 1001 - 2000 Hours - 60.00% $24.01 1 M 5D 3: 2001 - 3000 Hours - 68.00% $26.19 1 M 5D 4: 3001 - 4000 Hours - 76.00% $28.38 1 M 5D 5: 4001 - 5000 Hours - 84.00% $30.57 1 M 5D 6: 5001 - 6000 Hours - 92.00% $32.75 1 M 5D PAINTERS 1: 0 - 750 Hours - 55.00% $13.86 2B 5A 2: 751 - 1500 Hours - 65.00% $15.79 2B 5A 3: 1501 - 2250 Hours - 75.00% $17.72 2B 5A 4: 2251 - 3000 Hours - 80.00% $19.45 2B 5A 5: 3001 - 3750 Hours - 85.00% $20.47 2B 5A 6: 3751 - 4500 Hours - 95.00% $22.50 2B 5A PLASTERERS 1: 0 - 500 Hours - 40.00% $15.61 1 R 5A 2: 501 - 1000 Hours - 45.00% $16.84 1 R 5A 3: 1001 - 1500 Hours - 45.00% $22.14 1 R 5A 4: 1501 - 2000 Hours - 50.00% $23.37 1 R 5A 5: 2001 - 2500 Hours - 55.00% $24.59 1 R 5A 6: 2501 - 3000 Hours - 60.00% $25.82 1 R 5A 7: 3001 - 3500 Hours - 65.00% $27.04 1 R 5A 8: 3501 - 4000 Hours - 70.00% $28.27 1 R 5A 9: 4001 - 4500 Hours - 75.00% $29.50 1 R 5A 10: 4501 - 5000 Hours - 80.00% $30.72 1 R 5A 11: 5001 - 5500 Hours - 85.00% $31.95 1R 5A 12: 5501 - 6000 Hours - 90.00% $33.18 1 R 5A 13: 6001 - 6500 Hours - 95.00% $34.40 1 R 5A 14: 6501 - 7000 Hours - 95.00% $34.40 1 R 5A PLUMBERS & PIPEFITTERS 1: 0 - 2000 Hours - 42.50% $21.29 1 G 5A 2: 2001 - 3000 Hours - 50.00% $28.45 1G 5A 3: 3001 - 4000 Hours - 55.00% $30.09 1 G 5A 4: 4001 - 5500 Hours - 60.00% $31.71 1G 5A 5: 5501 - 7000 Hours - 65.00% $33.35 1G 5A 6: 7001 - 8500 Hours - 70.00% $34.97 1G 5A 7: 8501 - 10000 Hours - 85.00% $39.88 1G 5A POWER EQUIPMENT OPERATORS ALL EQUIPMENT 1: 0 - 500 Hours - 55.00% $23.40 1T 5D 8L 2: 501 - 1000 Hours - 60.00% $24.77 1T 5D 8L 3: 1001 - 2000 Hours - 65.00% $26.13 1T 5D 8L 4: 2001 - 3000 Hours - 70.00% $27.50 1T 5D 8L 5: 3001 - 4000 Hours - 75.00% $28.86 1T 5D 8L 6: 4001 - 5000 Hours - 80.00% $30.23 1T 5D 8L 7: 5001 - 6000 Hours - 90.00% $32.96 1T 5D 8L POWER LINE CLEARANCE TREE TRIMMERS TREE TRIMMER 1: 0 - 1000 Hours - 65.00% $18.41 4A 5A 2: 1001 - 2000 Hours - 75.00% $20.51 4A 5A 3: 2001 - 3000 Hours - 80.00% $21.56 4A 5A 4: 3001 - 4000 Hours - 90.00% $23.68 4A 5A REFRIGERATION & AIR CONDITIONING MECHANICS MECHANIC 1: 0 - 2000 Hours - 42.50% $19.78 1G 5A 2: 2001 - 4000 Hours - 50.00% $25.36 1 G 5A 3: 4001 - 6000 Hours - 60.00% $28.97 1G 5A 4: 6001 - 8000 Hours - 70.00% $32.61 1G 5A 5: 8001 - 10000 Hours - 85.00% $38.03 1G 5A RESIDENTIAL CARPENTERS 1: 1 It Period - 60.00% $14.08 1 2: 2nd Period - 65.00% $15.26 1 3: 3rd Period - 70.00% $16.43 1 4: 4th Period - 75.00% $17.60 1 5: 5th Period - 80.00% $18.78 1 6: 6th Period - 85.00% $19.95 1 7: 7th Period - 90.00% $21.12 1 8: 8th Period - 95.00% $22.30 1 RESIDENTIAL ELECTRICIANS 1: 0 - 900 Hours - 50.00% $13.12 1 2: 901 - 1800 Hours - 55.00% $14.43 1 3: 1801 - 2700 Hours - 75.00% $19.68 1 4: 2701 - 4000 Hours - 85.00% $22.30 1 RESIDENTIAL PLUMBERS & PIPEFITTERS 1: 0 - 1000 Hours - 55.00% $18.42 1G 5A 2: 1001 - 2000 Hours - 65.00% $20.52 1G 5A 3: 2001 - 4000 Hours - 75.00% $22.62 1G 5A 4: 4001 - 6000 Hours - 85.00% $24.72 1G 5A ROOFERS 1: 0 - 820 Hours - 60.00% $20.18 1 R 5A 2: 821 - 1630 Hours - 67.00% $21.94 1 R 5A 3: 1631 - 2450 Hours - 74.00% $23.70 1 R 5A 4: 2451 - 3270 Hours - 81.00% $27.76 1 R 5A 5: 3271 - 4080 Hours - 88.00% $29.52 1 R 5A 6: 4081 - 4899 Hours - 95.00% $31.27 1 R 5A SOFT FLOOR LAYERS 1: 0 - 750 Hours - 45.00% $15.51 1 B 5A 2: 751 - 1500 Hours - 50.00% $16.88 1 B 5A 3: 1501 - 2250 Hours - 60.00% $19.62 1 B 5A 4: 2251 - 3000 Hours - 70.00% $22.37 1 B 5A 5: 3001 - 3750 Hours - 80.00% $25.11 1 B 5A 6: 3751 - 4500 Hours - 90.00% $27.86 1 B 5A SPRINKLER FITTERS (FIRE PROTECTION) 1: 1 It Period - 40.00% $15.64 1 B 5C 2: 2nd Period - 42.00% $16.27 1 B 5C 3: 3rd Period - 44.00% $16.90 1 B 5C 4: 4th Period - 47.00% $17.85 1 B 5C 5: 5th Period - 52.00% 6: 6th Period - 57.00% 7: 7th Period - 62.00% 8: 8th Period - 65.00% 9: 9th Period - 75.00% 10: 10th Period - 80.00% TERRAZZO WORKERS & TILE SETTERS 1: 0 - 1000 Hours - 50.00% 2: 1001 - 2500 Hours - 55.00% 3: 2501 - 3500 Hours - 60.00% 4: 3501 - 4500 Hours - 70.00% 5: 4501 - 5500 Hours - 80.00% 6: 5501 - 6250 Hours - 90.00% 7: 6251 - 7000 Hours - 95.00% TILE, MARBLE & TERRAZZO FINISHERS FINISHER 1: 0 - 1000 Hours - 50.00% 2: 1001 - 2500 Hours - 55.00% 3: 2501 - 3500 Hours - 60.00% 4: 3501 - 4500 Hours - 70.00% TRAFFIC CONTROL STRIPERS 1: 0 - 500 Hours - 60.00% 2: 501 - 1000 Hours - 60.00% 3: 1001 - 2333 Hours - 60.00% 4: 2334 - 4666 Hours - 73.00% 5: 4667 - 7000 Hours - 88.00% TRUCK DRIVERS ALL TRUCKS 1: 0 - 700 Hours - 70.00% 2: 701 - 1400 Hours - 80.00% 3: 1401 - 2100 Hours - 90.00% 0 5- $22.12 1B 5C $23.69 1 B 5C $25.52 1 B 5C $26.46 1 B 5C $30.11 1B 5C $31.68 1 B 5C $18.51 1 H 5A $19.77 1 H 5A $21.04 1 H 5A $23.58 1 H 5A $26.11 1 H 5A $28.65 1 H 5A $29.92 1 H 5A $18.11 1H 5A $19.33 1 H 5A $20.56 1 H 5A $23.02 1 H 5A $12.68 1 K 5A $15.48 1 K 5A $17.76 1K 5A $20.98 1 K 5A $24.70 1 K 5A $26.17 1T 5D 8L $28.61 1T 5D 8L $31.04 1T 5D 8L >� of Lbor asd Iadousies '� STATEMENT OF INTENT .,� wale Bm - TO PAY l'RE'VAILING WAGES wpia WA 9850"-W ethlic Works Contract TMs FORM MUST BE TYPED ORPRUnW IN M -. $25.W Filing Fee Required -- bereftv7wd,vitltQwmro cL. Coetracsd [.stye. bold stns t»atdt isstcoaiosss os be& of fasts. 2 Itoagaass.ntalaassf a1.rW �/.w /�e.dyN' �.MMA�vasar wobwlmwow� 0gpa adoa ssM.ddeaa. otywae t 2jP +e 3 C Mftfi''(w0CC%MdM << `e _.__ O _ r w6ae wat wiR be pedom.d C Biddoedse r CastL Rs=i:<ration No. • � 7a iaaod t.a.e.sboumataea? . I Yes N. C3 >ndnte low &taramoaoto [ r woontsul —► Is Roma( Rats a iiomix 4 F to BmfM �►r�I► 5 ti e I yaeby eatify tha tits ,bore bda®ad.a is emaa sod tots ati wodtas I aopiog ds this Pabtie wodks Projecs will be pod ae ks � � Ws" Rates) as *==iu d by the kawa al Un rido Pie+ -c- d Labot sad I � dw eO°vaaO6 w.p Law4 i.e. i.00aen d wodt at.osl�m. iawsopes water, ese . ate subject t. Sees UWAW dew=" a.d psymns at w3 be wgaimd t. pap say bath wata due to �O&cm RG,V 9!.72450 NOTARY: Compkse an ! copies and tmotw� eub 5ubscnbed and swMtn to before tttc this date. oo � explM Nouup Pobrw in and for the Slate of sipamm Fo LEI ust oat APPROVED: Department of Labor and Industries By F70GaQ}000.�cr d krs a P7 C , Siy.atore rat CheaNumbm Inow Br. MW r^ s.e U.Od► s has i"Cw t. tss swMM&tsi Yo C3 N.. Q s F.stt�d Noml= aWO&M + CoatL - .�d.�s f c —w7 - LA3 R �°`°°` - A d t.dd�d - S.6wae<•O� ti INSTRUCTIONS TO COMPLETE THE STATEMENT OF INTENT TO PAY PREVAILING WAGES Incomplete forms cannot be processed and will be returned without approval. This form must by TYPED OR PRINTED IN R'AC. completed in its entirety. and al 4 copies submitted with the processing be of moo to: Note: Please fold in thirds using marks along the left edge so the address will show in a window envelope. MANAGEMENT SERVICES DEPARTMENT OF LABOR AND INDUSTRIES PO BOX 44835 OLYMPIA WA 98504 -4835 Approiral of this Intent will be based an the Wormation prvvfded by the oorttracbdsuboontractor. It does not signify approval of the dassilicaSons of labor used by the eontraetodwboorttr-acYCr. After the Industrial Stataoeian has approved the statement Inuit to Pay Prevailing of Wages, the dePartrnent Will return 3 copies brie on the kmit• Please cal'rXM 902 -5335 If you have quessor s. NOTE: PNasa do nht submh this form to our office it the 'Awarding Agency. Is a federal entity. Complete the form as follows: NOTE. Numbers on btstrsrctfons match large bold numbers on front of form. . 1. The company name and address b which your forms should be marled. .. � • � ` � - 2 Project Name -The name of the project Contraet Number -This is the number of the contract between the awarding agency alb the prime eottracIX - Contraot Awarding Agency - This is the name of the public agency tftat awarded be contract to the contracbr. , prime Address, City. State, ZIP «4 - This Is the address of the contract awarding agency. County whore work was performed - This k rte county In which the actual work will be perbmwxL where - This is the dly in which the work will be performed. If the work will be performed outside the Imits of any city. rwh Old Due Dais - This is the date that the bids from prim contractors were due kv submission b the contact awarding agency. (mcr& dayyaar) Dab COrltraetAwarded - This is the date rr contrad was awarded to the contractor prime by rte awarding agency. (monlVdayyear) Prktte Contractor - This is the company that signwd the Contract with the oontract awarddm9 agency. Do you btbnd to use subcontractors? - ktdieata'Yeto- or 'No'. Do you Inbnd to use apprentices? . k>dicm Yes' or *No*. r' yes'. please see Note at the bottom of this page. MOM gapes are hod b fie -Id Due Daw t il rie -Dab Canoes! Awarded• is she mnntrs or nnre after rw bid dW dares, rwprs w7 be based an that awmd loos. 3, List each aWnadabocupation of workers to be employed on Iris project. 11 aft is residential, landscape, a trrbergroutd sewer and wafer >lucft'k phase state so on rie form. If operating engineers and/or hick drivers will be used, describe •lhe type. and list the size ar rated capacity of the equgmertt ff(ter/bperaw under the 'CratC' section. and ttecrons 4.5 and 6 need not be completed. oDrr*Q4y are not Considered b be ownersk peralxs, and must be paid prwrd&V wage.) 4. Entec rie rate of hourly pay for each 03111tradaboccrpation classfficagorL This is the wage you wit actually pay b the workers. 5. Enter r,e rate of hourly binge bertebts. This is the oast of kiige benefits. as defined by RCW 39. 12010. that you wtl actrialy pay b rte workers The i tided for data orl4ourh �Y P the amount fisted Ax -Rate Hourly of Fringe Benefits :'d ary. must equal or exceed the prevailing rate wage- 6. Enter the estimated number of workers for each crafVlrade0bccupapon, ' i. 'Notary* - E115t7e this area is Completely bolted out and each Copy notarized with the: Seal or Stamp. 8. Indicate your compano name, address. phone number and the signature of an authorized representative. Contractor registration number begins with first letters of co mpany name. Forms without signatures will be returned. NOTE: pro not fist Industrial Statistician apprentices or apprentice wages on this Statement of Inteiil- If you intend to use ESAC Division apprentices on this project, they must be listed on the Affidavit of Wages Paid (F70t&-007 -00p) and registered FO Box 44540 with the Washington State Apprenticeship and Training Council. Any workers not registered) such must registered be paid prevailing journeyman wages. Apprentices not registered with the Washington State Apprenticeship and Olympia WA 985044W Training Council within 60 days of hiring, must be paid prevailing journeyman wages for the time (360) 902 -5335 preceding the data of registration. To verify apprenticeship registration and status. ca (360) 902.5324. o[Labat and lu hmuies Ar r'1.liA V 11 Ur V V t -I "JOIt-3 r eA-W ED Bm u� 0 Public Works Contract Olympia WA MO"3540 THIS FORM MUST BE TYPED OR PRWPED IN INK $25.00 Filing Fee Required .,r....a..Rttt be ravened widrnW a=oval. I,arM bold exam mat& iosnoctiow an beet of loan. Nsarrsae�raiirssaff�wrM- &rfjrp MMaprlawtwe lew�x ��yY SEMAEM,70'' '`7tG5'ADDfiESS 1 prpoatios aama addraa. us1. uua! ZIP + 4 X *a E/ t� \e .......... . ..... . 2 3 1 �\ Coscraa Ar+rdoi ALA t� \e .......... . ..... . 2 r7ojoci Hamm �\ Coscraa Ar+rdoi ALA MIN Date bftm fled was pafanaed I My whore -a& ln&cm w d dAw 2mo" 0t yonr ooarratx --► $ 4 rites 5 Taal bes s Raw of T wee of Hoorip 8 Appemeiasr of Wed=S wOeted -es trade f fib► wi Map Bendits . aw Rw Mdd r�l ` 0 c- :p o: I hereby eaufy that dte above Womstios is eoaect and that an wed us I unployed on this Pabbc Wods ft was Pad so hss dm the P=vaii"ug Wade Ruda) as dctcmwd by the lsdostrial Sums6diam of vsaieu cparmmm of Labor and Iodssmcs. I umk= sd that oosaaooa VAD Wade Laws. i.e� i..m d..ffiaoadrerPe of w& of wodoes:, wropes PaFoas P wades. ore. ate subject m Eno asdAw debm— and be scgared to pay MY bads wasw due to wo kcm RCw 7912050 p NOTARY: Campide 28 4 crpies acrid nourtm emcb F7MW7 -4DW aQid.11101 "V= ss� 1 aearhumber- Issoed Br- ,y - A-rdk[ A&—y pick • Prmd INSTRUCTIONS TO COMPLETE THE AFFIDAVIT OF WAGES PAID NOTE: Please do not submit this form to our office it the "Awarding Agency" is a federal entity. Certification of this affidavit will be based on the information provided by the contractor/subcontractor. It does not signify approval of the ::Ias silica lions of labor used by the contractor /suboontractor. After the Industrial Statistician has certified the Affidavit of Wages Paid, the aepartment will return 3 copies to the organization indicated on the form. Please cap (360)902.5335 if you have questions. Incomplete forms cannot be processed and will be returned without certification. This form must by TYPED OR PRINTED IN INK, and all 4 copies submitted with the processing fee of $25.00 to MANAGEMENT SERVICES Note: Please fold in thirds DEPARTMENT OF LABOR AND INDUSTRIES using marks along the left PO BOX 44835 edge so the address will OLYMPIA WA 98504 -4835 show in a window envelope. Complete the form as follows: NOTE: Numbers on Instructions match large bold numbers on front of this form - The company name and address to which your forms should be mailed. 2. Project Name - The name of the project Contract Number - This is the number of the contract between the awarding agency and the prime contractor Date Intent Filed - This is the date that you sent the Statement of Intent to Pay Prevailing Wages to the department for approval. (monttvdayyear Contract Awarding Agency - This is the name of the public agency that awarded the contract to the prime contractor. ) Address, City, State, ZIP .4 - This is the address of the contract awarding agency. County where work was performed - This is the county in which the actual work was performed. City where work was performed - This is the city in which the work was performed If the work was performed outside the limits of any city, write Iva' in this space. Bid Due Date - This is the date that the bids from prime contractors were due for submission to the contract awarding agency. (month/dayyear) Date Contract Awarded - This is the date the contract was awarded to the prime contractor by the awarding agency. (mondVdayyear) Date Work Completed - This is the date your portion of the contract was completed. (month/dayyear) Prime Contractor - This is the company that signed the contract with the contract awarding agency. NOTE: wages are tied to the "sid Due Date'- it Date Contract Awarded is six months or more after the bid due date, wages will be based on that award date. 3 List each cra"ade /occupation of workers employed on this project. If this Is residential, landscape, or underground sewer and water construction, please state so on the form. It operating engineers and/or truck drivers have been used, describe the type, and list the size or rated capacity of the equipment. It the work was done by owners /partners, state 'Owner /operator' under the 'Craft' section. Sections 4, 5, 6, 7 and 8 need not be led. (Individuals who own less than 30% of the company are not considered to be owners/operators, and must be paid prevailing wage.) comple 4 List the actual number of )ourney -level workers employed in the craft/trade /occupation indicated on this project- -5 List the total number of hours worked by each crafVtrade/oocupation. o. Enter the rate of hourly pay for each cra"ade /occupation classification. This is the wage you actually paid to the workers. 7 Enter the rate of hourly fringe benefits. This is the cost of hinge benefits, as defined by RCW 39.12.010, that you actual 'd to The amount listed for 'Rate of Hourly Pay' plus the amount fisted for 'Rate of Hourly Fringe Benefits', if any. must ti workers. rate of wage. y equal or exceed the prevaifing 8 If apprentices have been employed on this project, fist each by name, registration number, stage of progression. craft, and rate of hourly pay and fringe benefits. This information must be indicated for each craft fisted for each date ti hire by the company, space to list apprentices, use additional forms. apprentice. It you need more Any workers not registered with the Washington State Apprenticeship and Training Council must be paid prevailing journeyman wages. Any apprentice not registered with the Washington State Apprenticeship and Training Council within 60 days of hiring must be paid prevailing purneyman wages for the time preceding the date of registration. To verity apprenticeship registration and status, cap (360) 902 -5324. 9 Indicate company's name, address, phone number and signature of an authorized representative. Forms without signatures will be returned. (contractor registration number begins with the first letters of company name.) 10 -Notary- - Ensure this area is completely filled out and each copy notarized (seal or stamp). RETAINAGE: Contractors are responsible for ensuring that subcontractors obtain and file Affidavits of Wages Paid. This is required by law; e ;a Wage can not lawfully be released until such affidavits are filed CERTIFICATION OF PAYMENT OF PREVAILING WAGES Date: Project CAG No. This is to certify that the prevailing wages have been paid to our employees and our subcontractors' employees for the period from through in accordance with the Intents to Pay Prevailing Wage filed with the Washington State Department of Labor & Industries. This form will be executed and submitted prior to or with the last pay request. Company Name I Title: u REQUIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL POLLUTION AND IPRESERVATION OF PUBLIC NATURAL RESOURCES In accordance with the provisions of Chapter 62, Laws of 1973, H. B. 621, the Contractor shall secure any permits or licenses required by, and comply fully with all provisions of the following laws, ordinances, and resolutions: King County Ordinance No. 1527 requires Building and Land Development Division and Hydraulics Division review of grading and filling permits and unclassified use permits in flood hazard areas. Resolution No. 36230 establishes storm drain design standards to be incorporated into project design standards to be incorporated into project design by Engineering Services. Review by Hydraulics Division. King County Ordinance No. 800, No. 900, No. 1006 and Resolution No. 8778, No. 24553, No. 24834, No. 6894 and No. 11242 contained in King County Code Titles 8 and 10 are provisions for disposition of refuse and litter in a licensed disposal site and provide penalties for failure to comply. Review by Division of Solid Waste. Puget Sound Air Pollution Control Agency Regulation I: A regulation to control the emission of air contaminants from all sources within the jurisdiction of the Puget Sound Air Pollution Control Agency (King, Pierce, Snohomish, and Kitsap Counties) in accordance with the Washington Clean Air Act, R.C.W. 70.94. WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A.C. 18 -02: Requires operators of stationary sources of air contaminants to maintain records of emissions, periodically report to the State information concerning these emissions from his operations, and to make such information available to the public. See Puget Sound Pollution Control Agency Regulation I. R.C.W. 90-48: Enacted to maintain the highest possible standards to ensure the purity of all water of the State consistent with public health and public enjoyment thereof, the propagation and protection of wildlife, birds, game, fish, and other aquatic life, and the industrial development of the state, and to that end require the use of all known available and reasonable methods by industries and others to prevent and control the pollution of the waters of the State of Washington. It is unlawful to throw, drain, run or otherwise discharge into any of the water of this State any organic or inorganic matter that shall cause or tend to cause pollution of such waters. The law also provides for civil penalties of $5,000 /day for each violation. R.C.W. 70.95: Establishes uniform statewide program for handling solid wastes which will prevent land, air and water pollution. Makes it unlawful to dump or deposit solid wastes onto or under the surface of the ground or into the waters of this State except at a solid waste disposal site for which there is a valid permit. R.C.W. 76- 04.370: Provide for abatement of additional fire hazard (lands upon which there is forest debris) and extreme fire hazard (areas of additional fire hazard near buildings, roads, campgrounds, and school grounds). The owner and /or person responsible is fully liable in the event a fire starts or spreads on property on which an extreme fire hazard exists. R.C.W. 76.04.010: Defines terms relating to the suppression or abatement of forest fires or forest fire conditions. u 1), Pagel of 5 R.C.W. 70.94.660: Provides for issuance of burning permits for abating or prevention of forest fire hazards, instruction or silvicultural operations. R.C.W. 76- .04.310: Stipulates that everyone clearing land or clearing right -of -way shall pile and burn or dispose of by other satisfactory means., all forest debris cut thereon, as rapidly as the clearing or cutting progresses, or at such other times as the department may specify, and in compliance with the law requiring burning permits. R. C. W. 78-44: Laws governing surface mining (including sand, gravel, stone, and earth from borrow pits) which provide for fees and permits, plan or operation, reclamation plan, bonding, and inspection of operations. W.A.C. 332 -18: Delineates all requirements of R.C.W. 76-04 pertaining to land clearing and burning. U.S. ARMY CORPS OF ENGINEERS Section 1 of the River and Harbor Act of June 13, 1902: Authorizes Secretary of Army and Corps of Engineers to issue permits to any persons or corporation desiring to improve any navigable river at their own expense and risk upon approval of the plans and specifications. Section 404 of the Federal Water Pollution Control Act (PL92 -500 86 Stat. 816): Authorizes the Secretary of the Army, acting through the Corps of Engineers, to issue permits for the discharge of dredged or fill material into the navigable waters at specified disposal sites. Permits may be denied if it is determined that such discharge will have adverse effects on municipal water supplies, shell fish beds and fishery areas and wildlife or recreational areas. MISCELLANEOUS FEDERAL LEGISLATION Section 13 of the River and Harbor Act approved March 3, 1899: Provides that discharge of refuse without a permit into navigable waters is prohibited. Violation is punishable by fine. Any citizen may file a complaint with the U. S. Attorney and share a portion of the fine. Page 2 of 5 �' I I REQUIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL POLLUTION AND PRESERVATION OF PUBLIC NATURAL RESOURCES PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS: KONG COUNTY BUILDING AND LAND DEVELOPMENT DIVISION r� King County Resolution No. 25789 requires an unclassified use permit for filling, quarrying (including borrow pits and associated activities such as asphalt plants, rock crushers) and refuse disposal sites and provides for land reclamation subsequent to these activities. A copy is available at the Department of Public Works or Building and Land Development Division. Shoreline Management Act 1971 requires a permit for construction on State shorelines. Permit acquired by Public Works and reviewed by Building and Land Development Division. King County Ordinance No. 1488 requires permit for grading, land fills, gravel pits, dumping, quarrying and mining operations except on County right -of -way. Review by Building and Land Development Division. WASHINGTON STATE DEPARTMENT OF FISHERIES AND GAME Chapter 112, Laws of 1949: Requires hydraulics permit on certain projects. (King County Department of Public Works will obtain.) WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A.C. 173 -220: Requires a National Pollutant Discharge Elimination System (NPDES) permit before discharge of pollutants from a point source into the navigable waters of the State of Washington. W.A.C. 372 -24: Permit to discharge commercial or industrial waste waters into State surface or ground water (such as gravel washing, pit operations, or any operation which results in a discharge which contains turbidity). W.A.C. 508 -12 -100: Requires permit to use surface water. W.A.C. 508 -12 -190: Requires that changes to permits for water use be reviewed by the Department of Ecology whenever it is desired to change the purpose of use, the place of use, the point of withdrawal and /or the diversion of water. W.A.C. 508 -12 -220: Requires permit to use ground water. W.A.C. 508 -12 -260: Requires permit to construct reservoir for water storage. W.A.C. 508 -12 -280: Requires permit to construct storage dam. W.A.C. 508 -60: Requires permit to construct in State flood control zone. King County Public Works secures one for design. Contractor secures one for his operation (false work design, etc.) Page 3 of 5 REQUIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL POLLUTION AND PRESERVATION OF PUBLIC NATURAL RESOURCES WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES R.C.W. 76.04.150: Requires burning permit for all fires except for small outdoor fires for recreational purposes or yard debris disposal. Also the Department of Natural Resources reserves the right to restrict burning under the provisions of R.C.W. 76.04.150, 76.04.170, 76.04.180, and 70.94 due to extreme fire weather or to prevent restriction of visibility and excessive air pollution. R.C.W. 76.08.030: Cutting permit required before cutting merchantable timber. R.C.W. 76.08.275: timber. Operating permit required before operating power equipment in dead or down R.C.W. 78.44.080: Requires permit for any surface mining operation (including sand, gravel, stone, and earth from borrow pits). UNITED STATES ARMY CORPS OF ENGINEERS Section 10 of River and Harbor Act of March 3, 1899: Requires permit for construction (other than bridges, see U. S. Coast Guard administered permits) on navigable waters (King County Department of Public Works will obtain.) FIRE PROTECTION DISTRICT R.C.W. 52.28.010, 52.28.020, 52.28.030, 52.28.040, 52.28.050: Provides authority for, requirements of, and penalties for failure to secure; a fire permit for building an open fire within a fire protection district. UNITED STATES COAST GUARD Section 9 of River and Harbor Act of March 3, 1899, General Bridge Act of March 23, 1906, and General Bridge Act of 1946 as amended August 2, 1956: Requires a permit for construction of bridge on navigable waters (King County Department of Public Works will obtain). King County Department of Public Works will comply with pertinent sections of the following laws while securing the aforementioned permit: Section 4(f) of Department of Transportation Act, National Environmental Policy Act of 1969, Water Quality Improvement Act of 1970. PUGET SOUND AIR POLLUTION CONTROL AGENCY Section 9.02(d) (2) (iii) of Regulation I: Request for verification of population density. Contractor should be sure his operations are in compliance with Regulation I, particularly Section 9.02 (outdoor fires), Section 9.04 (particulate matter — dust), and Section 9.15 (preventing particulate matter from becoming airborne). Page 4 of 5 RE UIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL POLLUTION AND IPRESERVATION OF PUBLIC NATURAL RESOURCES ENVIRONMENTAL PROTECTION AGENCY Title 40, Chapter Ic, Part 61: Requires that the Environmental Protection Agency be notified five (5) days prior to the demolition of any structure containing asbestos material (excluding residential structures having fewer than five (5) dwelling units). The above requirements will be applicable only where called for on the various road projects. Copies of these permits, ordinances, laws, and resolutions are available for inspection at the Office of the Director of Public Works, 900 King County Administration Building, Seattle, WA. 98104. It shall be the responsibility of the Contractor to familiarize himself with all requirements therein. All costs resulting therefrom shall be included in the Bid Prices and no additional compensation shall be made. IAll permits will be available at construction site. d C Page 5 of 5 �1 1 1 ' CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS 1 1 1 f� City of Renton SUPPLEMENTAL SPECIFICATIONS for the 1996 Standard Specifications for Road, Bridge, and Municipal Construction TY �u \N'rN Adopted May 19, 1997 idW Washington State Department of Transportation American Public Works Association Washington State Chapter CITY OF RENTON STANDARD SPECIFICATIONS The City of Renton Standard Specifications for Municipal Construction (hereafter referred to as The Renton Standards) shall apply to all work performed within the public right -of -way by, or for, the City of Renton; or work performed as an extension, betterment or addition to any of the City's utility, or transportation systems. The Renton Standards are comprised of the following documents: Standard Specifications The Standard Specifications are "The 1996 Standard Specifications for Road, Bridge, and Municipal Construction (English)" published by the Washington State Department of Transportation and the American Public Works Association, Washington Chapter. WSDOT Amendments WSDOT Amendments are changes to the Standard Specifications published on a quarterly basis by WSDOT. The included Index to Amendments lists all amendments received and acknowledged by the time of publication of this document. These Amendments shall be considered a part of the Standard Specifications. Standard Plans The Standard Plans are selected pages of "The Standard Plans for Road and Bridge Construction" as published by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, adopted by the City of Renton, and bound together with those standard plans created by the City of Renton. An appendix contains the original WSDOT /APWA index showing the disposition (Adopted, Replaced, or Deleted) of all original pages. Supplemental Specifications The City of Renton Supplemental Specifications is a compilation of the revisions made to the original WSDOT /APWA document, as modified by the adopted WSDOT Amendments, and is produced to be used together with the original document(s). Where changes are being made to the 1996 Standard Specifications sufficient amounts of the original (WSDOT /APWA) text is reproduced to provide clarity and context. All original text being deleted is shown with a line through the characters. (This - is- deist All replacement text or text being added is shown as underlined type. Sections being deleted in their entirety are so stated and not shown. When a section is described as being revised, sufficient text from the original section is shown with cross -outs and boldface to show the revisions. When a section is supplemented, existing text that is not being changed is not shown unless needed to clarify the meaning of the added text. Each item in the Supplemental Specifications signifies the source that wrote the item in parentheses following the listing of the section number and title: (APWA) Signifies an item taken verbatim from the Division 1 APWA Supplement to the 1996 Standard Specifications. (SA) Signifies that the section has been modified from the original State text by an amendment produced by WSDOT. The text of the subject section is shown as modified by the amendment, otherwise WSDOT Amendments are not shown in this document except for their listing in the Index to Amendments. (RC) Signifies an item produced by the City of Renton or an APWA or State Amendment that has been rewritten by Renton. Those documents listed above shall govern all work, except as these standards may be modified or superseded by project - specific plans, special provisions or other documents officially approved by the City of Renton. All work within the public right -of -way performed by other agencies or private parties working under permit authority of the City of Renton shall follow these standards with the exception of those requirements which pertain to payment and financing. Copies of the Renton Standards are on file at the Customer Service desk of the Planning /Building /Public Works Department, Municipal Building, Renton, Washington 98055, where they may be examined and copied by any interested party. Page -RS -i Revision Date. May 19, 1997 0 J J J ril J Table of Contents CITY OF RENTON STANDARD SPECIFICATIONS ...................................................... ............................... i Division1 General Requirements ............................................................................ ............................... 1 1 -01 Definitions and Terms ...................................................................... ............................... 1 8 -09 Raised Pavement Markers .................................................................. .............................40 1 -02 Bid Procedures and Conditions ........................................................... ............................... 2 1 -03 Award and Execution of Contract ....................................................... ............................... 2 1-04 Scope of the Work ........................................................................... ............................... 3 8 -13 Monument Cases .............................................................................. .............................40 1 -05 Control of Work ............................................................................. ............................... 3 1-06 Control of Material .......................................................................... ............................... 7 1-07 Legal Relations and Responsibilities to the Public ................................... ............................... 7 8 -17 Impact Attenuator Syst ems ................................................................. .............................41 1-08 Prosecution and Progress ................................................................... .............................12 8 -20 Illumination, Traffic Signal Systems, and Electrical 1-09 Measurement and Payment ................................................................. .............................14 ••.•..•.• ..............•..••••..• .............................41 8 -22 Pavement Marking . .47 1 -10 Temporary Traffic Control ................................................................. .............................18 8 -23 Temporary Pavement Markings ........................................................... .............................48 1 -11 Renton Surveying Standards ............................................................... .............................19 Division2 Earthwork .......................................................................................... ............................... 22 Page -RS -ii 2-02 Removal of Structures and Obstructions .............................................. ............................... 22 Revision Date. May 19, 1997 2 -03 Roadway Excavation and Embankment ............................................... ............................... 22 2-04 Haul ............................................................................................ ............................... 23 2-06 Subgrade Preparation ....................................................................... .............................23 2-09 Structure Excavation ......................................................................... .............................23 Division 3 Production From Quarry and Pit Sites and Stockpiling .................................... .............................25 3 No supplemental specifications were necessary ........................................... .............................25 Division4 Bases ................................................................................................. ............................... 25 4 No supplemental specifications were necessary .......................................... ............................... 25 Division5 Surface Treatments and Pavements ........................................................... ............................... 26 5-04 Asphalt Concrete Pavement .............................................................. ............................... 26 Division6 Structures ............................................................................................. .............................29 6-12 Rockeries ..................................................................................... ............................... 29 Division 7 Drainage Structures, Storm Sewers, Sanitary Sewers, Water Mains, and Conduits .............................30 7 -01 Drains ........................................................................................... .............................30 7 -02 Culverts ............... ............................... ...................................... ............................... 30 7 -03 Structural Plate Pipe, Pipe Arch, Arch, and Underpass ............................ .............................30 7-04 Storm Sewers ............................................................................... ............................... 30 7-05 Manholes, Inlets, and Catch Basins ................................................... ............................... 31 7 -08 General Pipe Installation Requirements .............................................. ............................... 32 7 -10 Trench Exc., Bedding, and Backfill for Water Mains ............................... .............................34 7 -11 Pipe Installation for Water Mains ....................................................... .............................34 7 -12 Valves for Water Mains .................................................................. ............................... 7 -14 Hydrants ..................................................................................... ............................... 38 7 -15 Service Connections ....................................................................... ............................... 7 -17 Sanitary Sewers .............................................................................. .............................39 Division 8 Miscellaneous Construction ....................... 8 -09 Raised Pavement Markers .................................................................. .............................40 8-10 Guide Posts ..................................................................................... .............................40 8 -13 Monument Cases .............................................................................. .............................40 8 -14 Cement Concrete Sidewalks ................................................................ .............................40 8 -17 Impact Attenuator Syst ems ................................................................. .............................41 8 -20 Illumination, Traffic Signal Systems, and Electrical ••.•..•.• ..............•..••••..• .............................41 8 -22 Pavement Marking . .47 8 -23 Temporary Pavement Markings ........................................................... .............................48 Page -RS -ii Revision Date. May 19, 1997 Division9 Materials ............................................................................................ ............................... 49 9 -00 Definitions and Tests ........................................................................ .............................49 � I p CI J d u j n Page- RS-iii Revision Date: May 19, 1997 9 -02 Bituminous Materials ........................................................................ .............................49 9-04 Joint and Crack Sealing Materials ........................................................ .............................50 9-05 Drainage Structures, Culverts, and Conduits .......................................... .............................50 9-06 Structural Steel and Related Materials ................................................. .............................51 9-08 Paints .......................................................................................... ............................... 51 9 -23 Concrete Curing Materials and Admixtures ............................................ .............................52 9-29 Illumination, Signals, Electrical ........................................................... .............................52 9-30 Water Distribution Materials .............................................................. .............................58 INDEX TO WSDOT AMENDMENTS ......................................................................... .............................60 WSDOT AMENDMENTS ......................................................................... .............................60 � I p CI J d u j n Page- RS-iii Revision Date: May 19, 1997 1 1 i, d 7 i F [I C i -ul llelinlUOns Anu l erms Division 1 General Requirements 1 -01 Definitions and Terms SEC77ON 1 -01.1 IS REVISED BYADDING THE FOLLOWING: 1 -01.1 General (RC) 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. SECTION 1 -01.3 IS REVISED AND SUPPLEMENTED BY THE FOLLOWING: 1 -01.3 Derinitions (RC, APWA) Act of god (RC) "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 (RC) The Contracting Agency's design consultant, who may or may not administer the construction program for the Coptracting Agency. Day (R Unless otherwise designated, day(s) as used in the Contract Documents—shall be understood to mean working days. Or Equal (RC) 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 (RC) The City of Renton, or its authorized representative. Also referred to as Contracting Agency. Plant (RC) 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. Secretary, Secretary of Transportation (RC) The chief executive officer of the Department and other authorized representatives. The chief executive officer to the Department shall also refer to the Department of Planning/Building/Public Works Administrator. Special Provisions (RC) _odifications to the standard specifications spec. kagions and supplemental specifications that apply to an individual project. The special provisions may describe work the specifications do not cover. Such work shall comply first with the special provisions and then with any specifications that apply. The Contractor shall include all costs of doing this work within the bid rp ices. State (RC) The state of Washington acting through its representatives. The State shall also refer to The City of Renton and its authorized representatives where applicable. Contract Documents (APWA) The component parts of the contract which may include, but are not limited to, the Proposal Form, the Contract Form, bonds, insurance certificates, various other certifications and affidavit, the Contract Provisions, the Contract Plans, Working Drawings, the Standard Specifications, the Standard Plans, Addendum, and Change Orders. Dates (APWA) Bid Opening Date (APWA) The date on which the Contracting Agency publicly opens and reads the bids. Award Date (APWA, RC) The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive Bidder for the work. Contract Execution Date (APWA) The date the Contracting Agency officially binds the agency to the Contract. Notice to Proceed Date (APWA) The date stated in the Notice to Proceed on which the Contract time begins. Contract Completion Date (APWA, RC) The date by which the work is contractually required to be 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 whtnever there is an extension to the Contract time. Final Acceptance Date (APWA, RC) The date on which the Contracting Agency accepts the work as complete per contract requirements. Material (APWA) Any substance specified for use in the construction of the project and its appurtenances which enters into and forms a part of the finished structure or improvement and is capable of being so used and is furnished for that purpose. Materialman (APWA) A person or organization who furnishes a raw material, Supply, commodity, equipment, or manufactured or fabricated product and does not perform labor at the Project Site; a supplier. Notice of Award (APWA) The written notice from the Contracting Agency to the successful Bidder signifying the Contracting Agency's acceptance of the Bid. Notice to Proceed (APWA) The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract Time begins. Page -SP -1 Revision Date: May 19, 1997 1 -02 Bid Procedures and Conditions 1 -02 Bid Procedures and Conditions SECTION I-o2.1 IS DELETED AND REPLACED BY THE FOLLOWING: 1-02.1 Qualifications of Bidder (APWA) 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. This action may include a pre qualification procedure prior to the Bidder being furnished a proposal form on any contract or a preaward survey of the Bidder's qualifications prior to award. SECTION 1-02.2 IS DELETED AND REPLACED BY THE FOLLOWING. 1-02.2 Bid Documents (APWA) Information as to where Bid Documents can be obtained or reviewed will be found in the Call for Bids for the Work placed in the Contracting Agency's official newspaper. SEC77ON 1- 02.4(2) IS SUPPLEMENTED BY REVISING SENTENCE 1, PARAGRAPH I TO READ. 1 -02.4(2) Subsurface Information (APWA) If the Contracting Agency has made subsurface investigation of the site of the proposed work, the boring log data and soil sample test data and geotechnical reports accumulated by the Contracting Agency will be made available for inspection by the bidders. SECTION 1-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING. 1-02.5 Proposal Form (APWA) The Engineer reserves the right to arrange the Bid Forms with Alternates Additives, or Deductives, if such be to the advantage of the Contracting Agency. The Bidder shall bid on all Additives, Deductives or Alternates set forth in the Proposal Forms unless otherwise specified in the Special Provisions. SEC770N 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING. 1-02.6 Preparation of Proposal (RC) All prices shall be in legible figures and (iwt-words) written in ink or typed. The proposal shall include: 1. A unit price for each item (omitting digits more than four places to the right of the decimal point), each unit price shall also be written in words; where a conflict arises the written words shall prevail. SECTION 1 -02.6(I) IS AN ADDED SUPPLEMENTAL SECTION. 1 -02.6Q) Proprietary Information (RC) 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 1-03 Award and Execution of Contract a 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. SECTION I -02.12 IS SUPPLEMENTED BY ADDING THE FOLLOWING. 1 -02.12 Public Opening of Proposals (APWA) 1 The Contracting Agency reserves the right to postpone the date and time for bid opening. Notification to bidder will be by addenda. SECTION 1-02.13 PARAGRAPH I IS REVISED AS FOLLOWS., 1 -02.13 Irregular Proposals (RCZ a. The bidder is not prequalified when so required; SECTION 1 -02.14 IS REVISED IN ITEM 3 IN PARAGRAPH 1 TO READ. 1 -02.14 Disqualification of Bidders (APWA) 3. A bidder is not prequalified for the work or to the full extent of the bid; 1 -03 Award and Execution of Contract SECTION 1-03.1 IS SUPPLEMENTED AS FOLLOWS. 1-03.1 Consideration of BidsSRC, APWA The total of extensions, corrected where necessary, and including sales taxes where applicable, will be used by the Contracting Agency for award purposes and to fix the amount of the contrau bond. All bids will be based on total sum of all schedules of prices. No partial bids will be accepted unless so Stated in the Can for bids or special provisions The City reserves the ngbt however to award an or any schedule of a bid to the lowest bidder at its discretion. SEC770N 1-03.2 IS SUPPLEMENTED BY ADDING THB FOLLOWING. 1-03.2 Award of Contract (RC) The contract. bond form, and all other forms tegnitin execution together with a list of all other forms or documents required to be submitted by the successful bidder, will be forwarded to the st=essfid bidder within 10 days of the award. The number of copies to be executed by the Contractor shall be determined by the Contracting Agency. SECTION 1 -03.3 IS REVISED AND SUPPLEMENTED AS FOLLOWS. 1-03.3 Execution of Contract (APWA, RC) Within 20 10 calendar days after receipt from the CitY of the forms and documents required to be completed by the Contracto , the successful bidder shall return the signed Contracting Agency- prepared contract, an insttranice certification as required by Section 1 -07.18, and a satisfactory bond as required by law and Section 1 -03.4. if the bidder experiences circumstances beyond their control that prevents return of the contract documents within 20 10 calendar days after the award Page -SP -2 Revision Date. May 19, 1997 k K 1 U" t C 1 144 Scope of the Work 1 -05 Control of Work date, the Contracting Agency may grant up to a maximum of 20 10 additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. The Contracting Agency is prohibited by RCW 39.06.010 from executing a contract with a Contractor who is not registered or licensed as required by the laws of the state. In addition, the Contracting Agency requires persons doing business with the Contracting Agency to possess a valid City of Renton business license prior to award. When the Bid Form provides spaces for a business license number, a Washington State Contractors registration number, or both the Bidder shall insert such information in the spaces provided. The Contracting Agency requires legible copies of the Contractor's Registration and business license be submitted to the Engineer as part of the Contracting Agency's post -award information and evaluation activities. SECTION I -03.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE FIRST PARAGRAPH: 1 -03.4 Contract Bond (APWA) 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond. 7. 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 written proof of the authority of the individual signing the bond to bind the corporation (i.e., corporate resolution, power of attorney or a letter to such effect by the president or vice - president). 1 -04 Scope of the Work SEC77ON I-M.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-04.1 Intent of the Contract-MC) 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 calculation 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 specification. SEC77ON 1-04.2 IS REVISED AS FOLLOWS: 1-04.2 Coordination of Contract Documents, Plans, Special Provisions Specifications, and Addenda Otc) Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 3, 4, 5, 6, and 7; 2 presiding over 3, 4, 5, 6, and 7; and so forth): 1. Addenda 2. Proposal Form 3. Special Provisions 4. Contract Plan 5. Amendments to the Standard Specification 6. Supplemental Specification. 7. Standard Plans ". Standard Specification SEC770N 1-04.4 IS SUPPLEMENTED WITH THE FOLLOWING: 1 -04.4 Changes 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. SECTION 1 -04.11 IS SUPPLEMENTED AS FOLLOWS. 1 -04.11 Final Cleanup (RC) 3. 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, hump 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 nation shall be made. 1 -05 Control of Work SECTION I -05.3 IS REVISED AS FOLLOWS: 1-05.3 Plans and Working Drawings The Contractor shall submit supplemental working drawings as required for the performance of the work. The drawings shall be on sheets measuring '14 by 16 34 inches or on sheets with dimensions in multiples of 8-1 r2 by 11 inches. SECTION 1-05.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.4 Conformity with and Deviations from Plans and Stakes (RC) 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, 1-05.5, -1 -11 and elsewhere in these specification as being provided by the Engineer. SECTION 1 -05.5 THE VACANT SECTTON IS REPLACED BY TOR FOLLOWING. 1 -05.5 Construction Stakes (RC) If the proiect calls for Contractor supplied surveying, the Contractor shall provide all required survey work, including such work as mentioned in Section 1 -05.4. 1 -05.5. 1 -11 and elsewhere in these specification as being provided by the Engineer. All costs for this survey work shall be included in 'Contractor Supplied Surveying," per lump sum. 1 -05.5(1) General (APWA, RCZ The Engineer or Contractor supplied surveyor will provide construction stakes and marks establishing lines, slopes, and grades as stipulated in Section 1- 05.5(1) and 1- 05.5(2) and will perform such work per Section 1 -11. The Contractor shall assume full responsibility for detailed dimensions, elevation, and excavation slopes measured from the Engineer or Contractor supplied surveyor furnished stakes and marks. Page -SP -3 Revision Date. May 19, 1997 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. Stakes marks and other reference points, including existing monumentation set by Contracting Agency forces shall be carefully preserved by the Contractor. 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 dune or to become due to the Contractor. Any claim by the Contractor for extra compensation by reason of alterations or reconstruction work allegedly due to error in the Engineer's line and grade will not be allowed unless the original control points set by the Engineer still exist or unless other satisfactory substantiating evidence to prove the error is furnished the Engineer. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade Any such variation shall upon discovery, be reported to the Engineer. In the absence of such report the Contractor shall be liable for any error in alignment or grade. The Contractor shall provide all surveys required other than those to be performed by the Engineer. All survey work shall be done in accordance with Section 1 -11 SURVEYING STANDARDS of these specifications. The Contractor shall keep updated survey field notes in a standard field book and in a format set by the Engineer, per Section 1- 111(3) These field notes shall include all survey work Performed by the Contractor's surveyor in establishing line, grade and slopes for the construction work. Copies of these field notes shall be provided the Engineer upon request and upon completion of the contract work the field book or books shall be submitted to the Engineer and become the property of the Contracting Agency. If the survey work provided by the Contractor does not meet the standards of the Engineer, then the Contractor shall, upon the Engineer's written request remove the individual or individuals doing the survey work and the survey work will be completed by the Engineer at the Contractor's expense. Costs for completing the survey work required by the Engineer will be deducted from monies due or to become due the Contractor. All costs for survey work required to be performed by the Contractor shall be included in the prices bid for the various items which comprise the improvement or be included in the bid item for "Contractor Supplied Surveying' per lump sum if that item is included in the contracts. 1 -05.5 2 Roadway and Utility Surveys (APWA) The Engineer shall funtish to the Contractor one time only, or Contractor supplied surveyor will provide as needed, all principal lines grades and measurements the Engineer deems necessary for completion of the Work. These shall generally consist of one natal set of: I . Slope stakes for establishing grading, 2. Curb grade stakes, 3 Centerline finish grade stakes for pavement sections wider than 25 feet, and 4 Offset points to establish line and grade for underground utilities such as water, sewers and storm drains (with offsets, 50' max interval). On alley construction projects with minor grade changes, the Engineer or Contractor supplied surveyor shall provide offset hubs on one side of the alley to establish the alignment and grade. Alleys 1-05 Control of Work with maior grade changes shall be slope staked to establish grade before offset hubs are set. .1-05.5(3 Bridge and Structure Suirveys (APWA) For all structural work such as bridges and retaining walls, the Contractor shall retain as a part of Contractor organization an experienced team of surveyors under direct supervision of a licensed surveyor. The Contractor shall ensure that required field measurements and locations, match and fulfill the intended plan dimensions The Contractor shall provide all surveys required to complete the structure except the following primary survey control which will be provided by the Engineer: 1. Centerline or offsets to centerline of the structure. 2 Stations of abutments and pier centerlines. 3. A sufficient number of bench marks for levels to enable the Contractor to set grades at reasonably short distances. 4 Monuments and control points as shown on the I Drawings. The Contractor shall establish all secondary survey controls, both horizontal and vertical as necessary to assure proper placement of all project elements based on the primary control I points provided by the Engineer. Spey work shall be within the following tolerances: 1 Stationing +.01 foot 2. Alignment +.Ol foot (between successive poets) I 3 Superstructure Elevations +.01 foot (from plan elevations) 4 Substructure Elevations + .05 foot (from plan elevations) During the progress of the Work the Contractor shall make available to the Engineer all field books including survey information footing elevations cross sections and quantities. The Contractor shall be fully responsible for the close coordination of field locations and measurements with appropriate dimensions of structural members being fabricated. 1-05-50) Contractor Supplied Surveying (RC) When the contract provides for contractor Supplied Surveying the Contractor shall supply the survey work required for the proiect The Contractor shall retain as a part of the Contractor Organization an experienced team of surveyors under +I the direct supervision of a professional land surveyor Incensed by the State of Washington All survey work shall be done in accordance with Sections 1 -05.4, 1-05.5 and 1 -11. The Contractor and/or Surveyor shall inform the Engineer m writing of any errors discrepancies and omissions to the planes that prevent the Contractor and/or Surveyor from constructing the I project in a manner satisfactory to the Engineer. All errors, discrepancies and omissions must be corrected to the satisfact wn 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 sutrvey sakes from harm The Contractor 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 Tine 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. F Page -SP-4 Revision Date. May l9, 1997 L� 1 �j 1 11 I n� 1 -05 Control of Work Payment per Section 1-04.1 for all work and materials required for the full and complete survey work required to complete the project and as -built drawings -shall be included in the lump sum price for 'Contractor Supplied Surveying.' 1- 05.5(5) Contractor Provided As -Built Information (RQ It shall be the contractors responsibility to record the location prior to the backfilling of the trenches by centerline station, offset, and depth below pavement of all existing utilities uncovered or crossed during his work as covered under this project. It shall be the contractors 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 do Standards Hydrants Major Changes in Design Grade, Vaults, Culverts, Signal Poles, Electrical Cabinets. After the completion of the work covered by this contract, the contractors surveyor shall provide to the City the hard covered field book(s) containing the as -built notes and one set of white prints of the project drawings upon which he has plotted the notes of the contractor locating existing utilities, and one set of white prints of the proiect 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 it's accuracy. All costs for as -built work shall be included in the contract item 'Contractor Supplied Surveying.' TAE VACANT SECTION 1 -05.8 IS REPLACED BY: 1 -05.8 Contracting Agency's Right to Correct Defective and Unauthorized Work (APWA) If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the Work required by the Contract Documents the Engineer may correct and remedy such work as may be identified in the written notice, by such means as the Engineer may deem necessary , including the use of Contracting Agency forces. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation the Engineer may have the defective and unauthorized Work corrected immediately, have the rejected Work removed and replaced or have Work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation which 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. 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. 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 1 -05 Control of Work rovided by this Section nor shall the exercise of this right 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. SECTION 1 -05.10 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1 -05.10 Guarantees (APWA, RCZ If within one year after the Acceptance Date of the Work by the Contracting Agency, defective and unauthorized Work is discovered, the Contractor shall promptly, upon written order by the Contracting Agency, return and in accordance with the Engineer's instructions, either correct such Work, or if such Work has been rejected by the Engineer, remove it from the Project Site and replace it with non defective and authorized Work, all without cost to the Contracting Agency. If the Contractor does not promptly comply with the written order to correct defective and unauthorized Work, or if an emergency exists, the Contracting Agency reserves the right to have defective and unauthorized Work corrected or removed and replaced pursuant to Section 1 -05.8 "Owner's Right to Correct Defective and 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 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. The Contractor shall warrant good title to all materials, supplies and equipment purchased for or incorporated in the Work. Nothing contained in this paragraph, however, shall defeat or impair the right of persons furnishing materials or labor, to recover under any bond givers by the Contractor for their protection, or any rights under any law permitting such persons to look to finds due the Contractor in the bands 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. Section 1 -05.11 is deleted and the first two sentences of the fourth paragraph of section 1 -08.9 is deleted and replaced by the following: 1 -05.11 Final Inspection (APWA) 1 -05.11(1) Substantial Completion Date (APWA When the Contractor considers the work to be substantially complete the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. To be considered substantially complete the following conditions must be men 1 The Contracting Agency must have full and unrestricted use and benefit of the facilities bah from the operational and safety standpoint. 2. Only minor incidental work, replacement of temporary substitute facilities, or correction or 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. Page-SP-5 Revision Date: May 19, 1997 1 -05 Control of Work 1-05 Control of Work 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 therefor. 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. Ile 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) FmM Inspection Date (APWA) 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 that make a Final Inspection and the Engineer will notify the Contractor in writing of all particulars in which the Final Inspection reveals the Work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue 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. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the Work was considered physically complete. That date shall constitute the Physical completion date of the Contract, but shall not imply all the obligations of the Contractor under the Contract have been fulfilled. 1-05.11(3) Operational Testing (APWA) It is the intent 6f the Contracting Agency to have at the Completion Date a complete and operable system. Therefore when the Work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; buildings; or other similar work it may be desirable for the Engineer to have the Contractor operate and test the Work for a period of time after final inspection but prior to the Physical Completion Date. Wherever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which proves faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period, shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the various contract prices related to the system being tested, unless specifically set forth otherwise in the Bid Form. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the Contract. SECTION 1 -05.12 IS DELETED AND REPLACED WITH THE FOLLOWING: 1 -05.12 Final Acceptance (APWA) The Contractor must perform all the obligations under the Contract before the Completion Date can be established. A Certificate of Completion for the Work issued by the Contracting Agency will establish the Completion Date and certify the Work as complete. The Final Contract Price may then be calculated. The following must occur before the Completion Date can be established and the Final Contract Price calculated: 1. The physical work on the proiect must be complete, 2. The Contractor must furnish all documentation required by the Contract and required by law, necessary to . allow the Contracting Agency to certify the Contract as complete. A Certificate of Completion for the Work, signed by the Contracting Agency, will constitute acceptance of the Work. The issuance of this Certificate of Completion will not constitute acceptance of unauthorized or defective work or material. Failure of the Contactor to perform all of the Contractor's obligations under the Contract shall not bar the Contracting Agency from unilaterally certifying the Contract complete so the Engineer may calculate a Final Contract Price as provided in Section 1 -09.9. SEC77ON I -05.13 IS SUPPLEMENTED BY REVISING PARAGRAPH 7 TO READ. 1 -05.13 Superintendents , Labor, and Equipment of Contractor (APWA) Whenever the Contracting Agency evaluates the Contractor's paqualification pursuant to Section 1 -02.1, the Contracting Agency will take these performance gme- reports into account. SEC17ON 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SEMONS. 1 -05.16 Water and Power (APWA) The Contractor shall snake necessary arrangements, and shall bear the costs for power and water necessary for the performance of the Work. 1 -05.17 Oral Agreements (APWA) No oral agreement or conversation with any officer. agent 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. Page -SP -6 Revision Date. May 19, 1997 E r L u 1 1 -06 Control of Material 1 -07 Legal Relations and Responsibilities to the Public I 1 1 f 1 1 r If� 1 -06 Control of Material SECTION 1 -06.02(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1- 06.2(2) Statistical Evaluation of Materials for Acceptance 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 SECTION 1 -07.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1 -07.1 Laws to be Observed (APWA) The Contractor shall indemnify, defend, and save harmless the Contracting Agency (including any agents, officers, and employees) against any claims that may arise because the Contractor (or any employee of the Contractor or subcontractor or materialman) violated a legal requirement. In cases of conflict between different safety regulations, the more strintent 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 Washingon 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 inured. The Contractor shall establish, publish, and make known to all employees, procedures for eutsuri� immediate removal to a hospital, or doctor's care, persons, including employees, who may have been injured on the Proiect 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 Proiect 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. SECTION 1 -07.2 IS DELETED AND REPLACED BY THE FOLLOWING: 1-07.2 State Sales Tax (APWA) 1- 07.2(1) GENERAL (APWA) The Washington State Department of Revenue has issued special rules on the state sales tax. Sections 1 -07.2(1) through I- 07.2(4) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment_ if the Contractor bases _a_ bid on a misunderstood tax liability. The Contractor shall include all Contractor -paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1- 07.2(3) describes this exception. The Contracting Agency will pay the retained percentage only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract - related taxes have been paid (RCW 60.28.050). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State 1- 07.2(2) State Sales Tax - Rule 171(APWA) WAC 458 -20 -171. and its related rules. apply to buildin repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit Bid Item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1- 07.2(3) State Sales Tax - Rule 170 (APWA) WAC 458-20 -170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the State of Washington; water stains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone telegraph, electrical power distribution litres, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit Bid Item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the proiect. Such sales taxes shall be included in the unit Bid Item prices or in any other contract amount. 1- 07.20) Services (APWA) The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in State Department of Revenue Rules 138 and 224). Page -SP -7 Revision Date. May 19, 1997 1 -07 Rel2tions and to the Public SECTION 1 -07.5(2) IS SUPPLEMENTED BY REVISING THE TITLE AND SENTENCE 2, PARAGRAPH 2 TO READ. 1- 07.5(2) State Department of Fish and Wiildlifes..eE RWdlife -ad (APWA, SA) If the work in (1) through (3) above differs little from what the contract requires, the Contracting Agency will measure and pay for it at unit contract prices. But if contract items do not cover those areas, the Contracting Agency will pay pursuant to Section 1- 09.4. SECTION 1 -07) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1- 07.11(11) City of Renton Affidavit of Compliance 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. SECTION 1- 07.I3(l) IS SUPPLEMENTED AS FOLLOWS: 1- 07.13(1) General (RC) During unfavorable weather and other conditions, the contractor shall pursue only such portions of the work as shall not be damaged thereby. No portion of the work whose satisfactory quality or efficiency will be affected by unfavorable conditions shall be constructed while these conditions exist, unless by special mean or precautions acceptable to the engineer, the contractor shall be able to overcome them. SECTION 1-07.M (APWA) IS SUPPLEMENTED BY REVISING ALL REFERENCES TO 'STATTs, COMMISSION, SECRETARY' OR "STATE' TO READ `CONTRACTING AGENCY. " SECTION 1 -07.15 IS REVISED AND SUPPLEMENTED AS FOLLOWS: 1 -07.15 Temporary Water Pollution Erosion Control (APWA , RC) If done according to the approved plan or the Engineer's orders, temporary water pollution/erosion control work will be measured and paid for pursuant to Section 4-OPAI -04.1 through the hump sum item for "Temporary Water Pollution/Erosion Control. If no pay item appears in the contract for 'Temporary Water Pollution/Erosion Control' then all labor, materials, tools and equipment used to complete the work shall be considered 'incidental to other pay items in the Contract and no further compensation shall be made. In addition to other requirements in the Contract Documents this temporary work shall include but is not limited to, the following water quality considerations: 1 Turbid Water Treatment Before Discharge: Determination of turbidity in surface waters shall be at the discretion of the Engineer; for Lake Class Receiving Waters, turbidity shall not exceed 5 NTU (Nephelometric Turbidity Units) over background conditions; for Class AA and Class A Waters, 1 -07 1 Relations and Responsibiuues to the Yubnc turbidity shall not exceed 5 NTU over background turbidity when the background turbidity is 50 NTU or less, or have more than a 10 percent increase in turbidity when the background turbidity is more than 50 NTU; for other classes of waters, refer to WAC 173 -201- 045. The term turbidity means the optical property of sample demonstrating the scattering and absorption of light caused by suspended material as expressed in Nephelometric Turbidity Units and measured with a calibrated turbidimeter. Discharges to a State waterway caused by aggregate washing, drainage from aggregate pit sites, and stockpiles or dewatering of pits and excavations shall not increase the existing turbidity of the receiving waters. Turbid water from the Proiect Site shall be treated before being discharged into stream or other State waters. Turbidity may be removed by the use of lagoons or holding ponds, settling basins, overflow weir, polymer water treatment, discharging to ground surface by percolation, evaporation or by passing throngh gravel, sand or fiber filters. 2. Erosion Control: Temporary erosion control shall be exercised by minimizing exposed areas and slopes until permanent measures are effective. The minimum exposed area and aloydx will be defined in the Special Provisions. Plastic sheet covering stall be placed over exposed ground areas to protect from rain erosion. Other alternative methods for erosion control under certain situations may include netting, mulching with binder, and seeding. Should rutting and erosion occur the Contractor shall be responsible for restoring damaged areas and for dean-up of eroded material including that in ditches, catch basins, manholes, and culverts and other pipes. 3. Chlorine Residual: Water containing chlorine residual shall not be discharged directly into storm drains, streams. or State waters. Chlorine water may be discharged into sanitary sewers or disposed on land for percolation. Chlorine residual may be reduced chemically with a reducing agent such as sodium thiosulphhate. Water shall be periodically tested for chlorine residual. 4 Vehicle and Equipment Washing: Water used for washing vehicles and equipment shall not be allowed to enter storm drains streams or other State waters unless separation of petroleum products fresh concrete products or other deleterious material is accomplished Prior to discharge. Detergent solution may be discharged into sanitary sewers or allowed to be held on the ground for percolation. A recirculation system for detergent washing is recommended Steam cleaning units shall provide a device for oil separation. S Oil and Chemical Storage and Handling: Handling and storage of oil and chemicals shall not take place adjacent to waterways The storage shall be made in dike tanks and barrels with drip pans provided under the dispensing area. Shut-off and lock valves shall be provided on tanks. Shut -off nozzles shall be provided on hoses. Oil and chemicals shall be dispensed only during daylight hours unless the dispensing area is properly lighted. Disposal of waste shall not be allowed on oil and chemical spills. Fencing shall be provided around oil storage. Locks shall be provided on valves, pumps, and tanks. 6. Sewage: If a sanitary sewer line is encountered and repair or relocation work is required the Contractor shall provide blocking and sealing of the sanitary sewer line. Sanitary sewer flow shall be pumped out collected and hauled by tank truck or pumped directly to a sanitary system manhole for discharge. The existing sewers shall be maintained by the Contractor without interruption of service by die use of temporary sewer bypasses. In addition the excavated materials adjacent to and around a rupture of a sanitary sewer line shall be removed from the Project Site and Page -SP -8 Revision Date: May 19, 1997 A t 1 L 1 t P� 1 r_ u 1 -07 Legal Relations and Responsibilities to the Public 1 -07 Legal Relations and Responsibilities to the Public deposited into refuse trucks for haul to a sanitary Of site. Equipment and tools in contact with the above materials shall be washed by pressure water lines and the attendant wash water discharged into a sanitary sewer line for transmission to a sewage treatment plant. 1 -07.16 Protection and Restoration of Property SECTION I -07.16(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1- 07.16(1) Private/Public Property (RC) The Contracting Agency will obtain all easements and franchises required for the proiect. The contractor shall limit his operation to the areas obtained and shall not trespass on private property. The Contracting Agency may provide certain lands, as indicated in connection with the work under the contract together with the right of access to such lands. The contractor shall not unreasonably encumber the premises with his equipment or materials. The contractor shall provide, with no liability to the Contracting Agency, any additional land and access thereto not shown or described that may be required for temporary construction facilities or storage of materials. He shall construct all access roads, detour roads, or other temporary work as required by his operations. The contractor shall confine his equipment, storage of material, and operation of his workers to those areas shown and described and such additional areas as he may provide. A. General. All construction work under this contract on easements, right -of -way, over private property or franchise, shall be confined to the limits of such easements, right -of -way or franchise. All work shall be accomplished so as to cause the least amount of disturbance and a minimum amount of damage. The contractor shall schedule his work so that trenches across easements shall not be left open during weekends or holidays and trenches shall not be open for more than 48 hours. B. Structures. The contractor shall remove such existing structures as may be necessary for the performance of the work and, if required, shall rebuild the structures thus removed in as good_ a condition as found. He shall also repair all existing structures which may be damaged as a result of the work under this contract. C. Easements. Cultivated areas and other surface improvements. All cultivated areas, either agicultural 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 backftll, on easements or rights - of- way which have lawn areas. All fences, markers, mail boxes, 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 activitX 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 4th floor, Renton Municipal Buildine. 200 Mill Avenue South. SECTION I -07.17 IS SUPPLEMENTED BY ADDING. 1 -07.17 Utilities and Similar Facilities (APWA, RQ In addition to the other requirements pursuant to RCW 19.122, an act relating to underground utilities and presrnbinx penalties, the Contractor shall: 1. call the utilities undereround location center for field location of the utilities; Call Before You Dig The 48 Hour Locators 1- 800 - 424 -5555 and 2. not beein excavation until all known uncle facilities in the vicinity of the proposed excavation have been located and marked. Location and dimensions shown on the Plans for existing facilities are in accordance with available information without uncovering measuring or other verification. If a utility is known or suspected of having underground facilities within the area of the proposed excavation_ and that utility is not a subscriber to the utilities underground location center then the Contractor shall give individual notice to that utility. . If in the prosecution of the work, it becomes necessary to interrupt existing surface drainage, sewers, underdrains, conduit, utilities similar underground structures, or parts thereof, the contractor shall be responsible for, and shall take all necessary precautions to protect and provide temporary services for same. The contractor shall at his own expense, repair all damage to such facilities or structures due to this construction operation to the satisfaction of the City except for City owned facilities which will be repaired by the utility department at contractor's expense, or by the contractor as directed by the City. Page -SP -9 Revision Date. May 19, 1997 1 -07 Legal Relations and Responsibilities to the Public 1 -07 Legal Relations and Responsibilities to the Public t SECTION 1 -07.18 IS DELETED AND REPLACED BY THE FOLLOWING: 1 -07.18 Public Liability and Property Damage Insurance (RC) State Amendment to 1 -07.18 is not used. Renton uses the following: SECTION 1- 07.18(1) IS REPLACED WITH THE FOLLOWING- 1-07.18(l) General (RC) 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 compam(ies) or through sources approved by the State Insurance Commissioner pursuant to RCW 48. The Contractor shall not begin work under the Contract until the required insurance has been obtained and approved by the Contracting Agency. Insurance shall provide coverage to the Contractor, all subcontractors Contracting Agency and the Contracting Agency's consultant. The coverage shall protect against claims for bodily injuries personal iniuries, 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 coverages) 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 herin 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. SECTION 1 -07.18(2) IS REPLACED WITH THE FOLLOWING: 1- 07.18(2) Covera¢es As pan of the response to this proposal, the Contractor shall submit a completed City of Renton Insurance Irrfornmriorr form which details specific coverage and limits for this contract. All coverage provided by the Contractor shall be in a form and underwritten by a company acceptable to the Contacting 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 proiect. 3) The City may request a copy of the actual declaration pare(s) for each insurance policy affecting coverages) required by the Contract prior to the date work commences. 4) Possess a minimum A.M. Best rating of AVII (A rating of A XII or better is preferred.) If any insurance carrier possesses a rating of less than AVII the City may make an exception. The City reserves the right to approve the security of the insurance coverage provided by the insurance company6es), 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 termmatron of the contract at the option of the City. The Contractor shall obtain and maintain the minimum insurance coverage set forth below. By requiring such minimum insurance the City of Renton shall not be deemed or construed to have assessed the risks that may be applicable to the Contractor. The Contractor shall assess its own risks and if it deems appropriate and/or prudent maintain higher limits and/or broader coverage. Coverage shall include: (1) Commercial General Liability - .ISO 1993 Form or equivalent. Coverage will be wrtten 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 inchrdes defense coverage assumed tinder contract) • Broad Form Property Damage Independent Contractors 9 Personal /Advertising Iniury • Stop Gap liability (2) Automobile Liability including all • Owned Vehicles • Non -Owned Vehicles • Hired Vehicles (3) Workers' Compensation • Statutory Benefits (Coverage A) - Show Washington Labor & Industries Number (4) Umbrella Liability (when necessary) • Excess of Commercial General Liability and Automobile Liability. Coverage should be as broad as primary. (5) Professional Liability - (whenever the work tinder this Contract includes Professional Liability, C.e.architectuual, enitmeennst advertising or computer PFM�n) 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 Contras. (6) 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 1ngn x*r fluor to commencement of work The City reserves the right to request copies of uis nw= policies if at their sole discretion it is deemed appropriate Further all policies of insurance descnW above shall: 1) Be on a primary basis not - contn'butory with any other insurance coverage 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 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. Page -SP -10 Revision Date: May 19, 1997 rl I 1 C� t r 1 L� 1 0 u 1 1 -07 Legal Relations and Responsibilities to the Public 1 -07 Legal Relations and Responsibilities to the Public REPLACE SUPPLEMENTAL SPECIFICATION SECTION 1- 07.18(3) 'LIMITS' WITH THE FOLLOWING: 1- 07.18(3) Lirnits (RC) LEMTS 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 reauired below: Commercial General Liability General Aggregate* $2,000,000 !s Products/Completed Operations $2,000,000!= Aggregate Each Occurrence Limit $1,000,000 Personal/Advertisina Iniury $1,000,000 Fire Damage (Any One Fire) $50,000 Medial Payments (Any One Person) $5.000 Stop Gap Liability $1,000,000 • General Aggregate to apply per project (ISO Form CG2503 or equivalent) "Amount may vary based on proiect risk Automobile Liability Bodily Injury/Property Damage 51,000,000 (Each Accident) Workers' Compensation Statutory Benefits - Coverage A Variable (Show Washiumn Labor and Industries Number) Umbrella Liability Each Occurrence Limit $1,00D.000 General Aggregate Limit $1,000,000 Products/Completed Operations 51,000,000 Aggregate Professional Liability (If required) Each Occurrence/ Incident/Claint $1,000,000 Aggregate $2,000,000 The City may require the CONTRACTOR to keep professional liability coverage in effect for up to two (2) years after completion of the project. The Contractor shall promptly advise the CITY OF RENTON in writing in the event any general aggregate or other aggregate limits are reduced. At their own expense, the CONTRACTOR will reinstate the aggregate to comply with the minimum limits and requirements as stated in Section 1-07.18(3) and shall furnish the CITY OF RENTON a new Certificate of Insurance showing such coverage is in force. SECTION 1 -07.18(4) IS REPLACED WITH THE FOLLOWING SUPPLEMENTAL SPECIFICATION 'EVIDENCE OF INSURANCE': Within 20 days of award of the contract the CONTRACTOR shall provide evidence of insurance by submitting to the CONTRACTING AGENCY the following: 1) City of Renton Insurance Information Form (attached herein) without modification. 2) Certificate of Insurance (Accord Form 25s or equivalent) conforming to items as specified in Sections 1- 07.18(1), 1- 07.18(2), and 1- 07.18(3). as revised above. Other requirements are as follows: a. Strike the following or similar wording: 'This Certificate is issued as a matter of information only and confers no rights upon the Certificate Holder "; b. Strike the wording regarding cancellation notification to the City: "Failure to mail such notice shall imp 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. SECTION 1 -07.20 IS REVISED AS FOLLOWS. 1 -07.20 Patented Devices, Materials, and Processes (APWA) The Contractor shall assume all costs arising from the use of patented devices; materials, or processes used on or incorporated in the work, and agrees to indemnify; defend, and save harmless State ' Commission, SaGawy The Contracting Agency, and their duty authorized agents and employees from all actions of any nature for, or on account of the use of any patented devices, materials, or processes. SECTION 1 -07.22 IS SUPPLEMENTED BY THE F0LZDWING: 1 -07.22 Use of Explosives (APWA) losives shall not be used without scecifrc 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 accessary in conjunction with blasting operations. When the use of explosives is necessary for the Prosecu ion of the Work, the Contractor's insurance shall contain a special clause permitting the blasting. 1 -07.23 Public Convenience and Safety SECTION 1- 07.23(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH 1- 07.23(1) - Construction Under TSraffic_(RBC The contractor shall be responsible for controlling dust and mud within the proie;t limits and on any street which is utilized by his equipment for the duration of the project. The contractor shall be prepared to use watering. trucks, power sweepers, and other pieces of equipment as deemed necessary by the engineer, to avoid creating a nuisance. Dust and mud control shall be considered as incidental to the proiect, 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 Dronwt action in correctine them will be required by the contractor. Page -SP -11 Revision Date. May 19, 1997 1-08 Prosecution and Progress 1 -08 Prosecution and Progress SECTION 1 -07.24 IS DELETED AND REPLACED BY THE FOLLOWING: 1 -07.24 Rights of Way (APWA) 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 taming out the completion of the Work Exceptions to this are noted in the Contract Documents or brought to the Contractor's attention by a duly issued Addendum. _ Whenever any of the Work is accomplished on or through property other than public right of way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property Copies of the easement agreements are included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Emineei. 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 has been received. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry or right of way the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. Each property owner shall be given 48 hours notice prior to entry by the Contractor. This includes entry onto easements and private property where private improvements rmut be adjusted.. The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional lard and access thereto that the Contractor may desire for temporary construction facilities storage of materials, or other Contractor needs. However, before using any private property, whether adioining the Work or not the Contractor shall file with the Engineer a written permission of the private property owner., and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address, and date of signature. Written releases must be filed with the Engineer before _ the Completion Date will be established. SECTION 1 -07.26 (APWA) IS REVISED BY CHANGING ALL REFERENCES TO `COMMISSION. THE SECRETARY' OR "STATE" TO READ °CONTRACTING AGENCY. SECTION 1 -07.27 (APWA) IS REVISED BY CHANGING ALL REFERENCES TO "STATT" OR "SECRETARY" TO READ "CONTRACTING AGENCY." 1 -08 Prosecution and Progress SECTION 1 -08.1 IS DELETED AND .REPLACED BY THE FOLLOWING: 1 -08.1 Preliminary Matters (APWA) 1 -08.1(1) Preconstruction Conference (APWA The Engineer will furnish the Contractor with up to 10 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 prec:onstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule; 2 To establish a working understanding among the various parties associated or affected by the Work: 3 To establish and review procedures for progress Pa -Y—MM notifications, approvals, submittals. etc.: 4. To establish normal working hoots for the Work; 5 To review safety standards and traffic control; and 6 To discuss such other related items as may be pertinent to the Work. The Contractor shall prepare and submit at the preconstruction meetinit the following: 1. A breakdown of all hump sum items: 2 A preliminary schedule of working drawing submittals; and 3. A list of material sources for approval if applicable. 4. A Proiect Schedule. 1- 08.1(2) Subcontracting (APWA Work done by the Contractor's own organization shall acxouat for at least 30 Percent of the Awarded Contract Price. Before computing this percentage however, The Contractor may subtram (from the Awarded Contract Price) the costs of any subcontracted work on items the contract provisions specifically designates may be first excluded from the Awarded Contract Price. The Contractor shall not subcontract work regardless of tier unless the Engineer approves in writing. Each request to subcontract shall be on the form the Engineer Provides. if the Engineer requests the Contractor shall provide proof that the subcontractor has the experience ability, and equipment the work requires Each subcontract shall contain a provision which requires the subcontractor to comply with Section 1-07.9 and to furnish all _certificates submittals and statements required by the Contract Documents. Along with the request to sublet, the Contractor shall submit the names of any contracting firms the subcontractor proposes to Page- SP - -12 Revision Date. May 19, 1997 1 1 -08 Prosecution and Progress 1 -08 Prosecution and Progress LJ 1 1 v 0 1 r J 0 n use as lower tier subcontractors. Collectively; these lower tier subcontractors shall not do work that exceeds 25 percent of the total amount subcontracted to a subcontractor. When a subcontractor is responsible for construction of a specific structure or structures, the following work may be performed by lower tier subcontractors without being subject to the 25 percent limitation: 1. Furnishing and driving of piling, or 2. Furnishing and installing concrete reinforcing and post - tensioning steel. Except for the 25 percent limit, lower tier subcontractors shall meet the same requirements as subcontractors. The Engineer will approve the request only if satisfied with the proposed subcontractor's prior record, equipment, experience, and ability to perform the work. Approval to subcontract shall not: 1. Relieve the Contractor of any responsibility to carry out the contract, 2. Relieve the Contractor of any obligations or liability under the contract and the Contractor's bond, 3. Create any contract between the Contracting Agency and the subcontractor, or 4. Convey to the subcontractor any rights against the Contracting Agency. The Contracting Agency will not consider as subcontracting: (1) purchase of sand, gravel, crushed stone, crushed slag, batched concrete aggregates, ready mix concrete, off -site fabricated structural steel, other off -site fabricated items, and any other materials supplied by established and recognized commercial plants: or (2) delivery of these materials to the work site in vehicles owned or operated by such plants or by recognized independent or commercial hauling companies. However, the State LE may determine that RCW 39.12 applies to the employees of such firms identified in (1) and (2) above in accordance with WAC 296 -127. If this should occur, the provisions of Section 1.07.9, as modified or supplemented, shall appy. The Contractor shall certify to the actual amounts paid to any Disadvantaged, Minority, or Women's Business Enterprises firms that were subcontractors, manufacturers, regular dealers, or service providers on the contract. This certification shall be supplied with the Final Application for Payment on the form provided by the Engineer. If dissatisfied with any part of the subcontracted work, the Engineer may request in writing that the subcontractor be removed. The Contractor shall comply with this request at once and shall not employ the subcontractor for any further work under the contract. 1- 08.1(3) Hours of Work (APWA) Except in the case of emerrencv or unless otherwise approved by the Contracting Agency, the normal straight time working hours for the contract shall be any consecutive 8-hour period between 7:00 a.m. and 6:00 p.m. of a working day with a maximum 1 -hour lunch break and a 5-day work week. The normal straight time 8- hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing the Work. If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work such times. Permission to work longer than an 8 -hour period between 7:00 a.m. and 6:00 p.m. is not required. Such requests shall be submitted to the Engineer no later than noon on the workine 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 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the Contracting Agency's noise control regulations or complaints are received from the public or adjoining property owners regarding the noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons. Permission to work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hairs 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 Saturdays and holidays as worsting days with regards to the Contract Time: and considering multiple work shifts as multiple working days with respect to Contract Time even though the multiple shifts occur in a single 24-hour period. Assistants may include, but are not limited to, survey crews: personnel from the Contracting Agency's material testim lab: inspectors: and other Contracting Agency employees when in the opinion of the Engineer, such work necessitates their presence. 1-08.1(4) Reimbursement for Overtime Work of Contracting Agency Employees ("WA) Where the Contractor elects to work on a Saturday, Sunday, or other holiday, or longer than an 8 -hour work shift on a regular working day, as defined in the Standard Specifications, such work shall be considered as overtime work. On all such overtime work an inspector will be present, and a survey crew may be required at the discretion of the Engineer. The Contractor shall reimburse the Contracting Agency for the full amount of the straight time plus overtime costs for employees of the Contracting Agency required to work overtime hours. The Contractor by these Specifications does hereby authorize the Engineer to deduct such costs from the amount due or to become due the Contractor. SEC77ON 1 -08.4 IS DELETED AND REPLACED BY TBE FOLLOWING: 1-08.4 Notice to Proceed and Prosecution of the Work (APWA) Notice to Proceed will be eiven 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 Proiect Site within ten days of the Notice to Proceed Date. The Work thereafter shall be proseattcd 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 rescribed Contract Time. Page -SP -13 Revision Date: May 19, 1997 1 -09 Measurement and Payment 1-uy Measurement anu raymeu► SECTION 1 -08.5 IS DELETED AND REPLACED WITH THE SECTION 1 -08.9 IS REVISED PER SECTION 1 -05.11. FOLLOWING. 1-08.5 Tune For Completion (Contract Time) (APWA, 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 be in on the Notice To Proceed Date, and shall end on the Contract Completion Date. A nonworking day is defined as a Saturday, a Sunday, a day on which the contract specifically suspends work, or one of these holidays: January 1. Monday gg Memorial Day, July 4, Labor Day, November 11, Thanksgiving Day, the day after Thanksgiving, and Christmas Day. When The day before Christmas shall be a holiday when Christmas Day occurs on a Tuesday or Friday. The day after Christmas shall be a holiday when Christmas Day occurs on a Monday Wednesday, or Thursday. When Christmas Day occurs on a Saturday, the two preceding working days shall be observed as holidays. - When'Christmas day occurs on a Sunday, the two working days following shall be observed as holidays., When holidays other than Christmas fall on a Saturday, the Preceding Friday will be counted as a non- working day and when they fall on a Sunday the following Monday will be counted as a non - working day. The Contract Time has been established to allow for periods of normal inclement weather which, from historical records is to be expected during the Contract Time, and during which periods work is anticipated to be performed. Each successive working day beginning with the Notice to Proceed Date and ending with the Physical Completion Date, shall be charged to the Contract Time as it occurs except a day or part of a day which is designated a nonworking day or an Engineer determined unworkable day. The Engineer will furnish the Contractor a weekly report showing (1) the number of working days charged against _ the Contract Time for the preceding week: (2) the Contract Time in working days' (3) the number of working days remaining in the Contract Time; (4) the number of nonworking days; and (S) any partial or whole days the Engineer declared unworkable the previous week This weekly report will be correlated with the Contractor's current approved progress schedule. If the Contractor elects to work 10 hours a day and 4 days a week (a 4-10 schedule) and the fifth day of the week in which a 4-10 shift is worked would ordinarily be charged .as a working day then the fifth day of that week will be charged as a working day whether or not the Contractor works on that day. The CContractor 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. 1 -08.10 Termination of Contract (APWA) SEC77ON 1 -08100) IS SUPPLEMENTED BY REVISING ALL REFERENCES TO "STATE TREASURER, DEPARTMENT OF TRANSPORTATION" IN THE LAST SENTENCE, PARAGRAPH S TO READ "CONTRACTING AGENCY.' SECTION I -08.11 IS A NEW SECTION. 1 -08.11 Contractor's Plant and Equipment (RC) 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 accordmglYe Neither the Owner nor the engineer assume any responsibility, at any time for the security of the site from the time contractor's operations have commenced until final acceptance of the work by the engineer and the Owner. The contractor shall employ such measures as additional fencing barricades and watchmen service, as he deems necessary for the public safety and for the protection of the site and his plant and equipment. The Owner will be provided keys for all fenced, secured areas. 1 -08.12 Attention to Work (RC) The contractor shall give his personal attention to and shall supervise the work to the end that it shall be prosecuted faithfully, and when he is not personally present on the work site, he shall at all times be represented by a competent superintendent who shall have full authority to execute the same and to supply materials, tools and labor without delay, and who shall be the legal representative of the contractor. The contractor shall be liable for the faithful observance of any instructions delivered to him or to his authorized representative. 1 -09 Measurement and Payment SEC77ON 1-09.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-09.1 Measurement of Quantities (RC) When items are specified to be paid for by ton it will be the Contractor's responsibility to see that a certified weight ticket is given to the Inupector 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 the Inspector at the time of delivery of materials. Tickets not receipt bX the Inspector will not be honored for payment. Where items are specified to be paid by the ton the following system will be used: Each truck shall be clearly numbered to the satisfaction of the Engineer and there shall be no duplication of members. Duplicate tickets shall be prepared to accompany each truckload of material delivered to the project. The tickets shall bear at least the following information: 1. Truck Number. 2. Truck tare weight (stamped at source). 3. Gross truck load weight in tons (stamped at source). 4. Net lend weight (stamped at source). 5. Driver's name and date. Page -SP -14 Revision Date. May 19, 1997 I r 1 J 1 E [7 1-09 Measurement and Payment 1-09 Measurement and Payment 6. location for delivery. 7. Pay item number. 8. Contract number and/or name. The Contractor shall submit a breakdown of costs for each Jump 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. The detailed cost breakdown of each lump sum item shall be submitted to the Engineer prior to the Preconstruction Conference. SECTION 1-09.2 (APWA) IS SUPPLEMENTED BY REVISING ALL REFERENCES TO "MATERIAL RECEIVER" 7b READ "ENGINEER. " SECTION 1-09.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-09.3 Scope of Payment (APWA, RQ Unless modified otherwise in the Contract Provisions the Bid Items listed or referenced in the "Payment" clause of each Section of the Standard Specifications, will be the only items for which compensation will be made for the Work described in or specified in that particular Section when the Contractor performs the specified Work. Should a Bid Item be listed in a "Payment" clause but not in the Proposal Form, and Work for that item is performed by the Contractor and the work is not stated as included in or incidental to a pay item in the contract and is not work that would be required to complete the intent of the Contract per Section 1- 04.1, then payment for that Work will be made as for Extra Work pursuant to a Change Order. The words "Bid Item," "Contract Item," and "Pay Item," and similar terms used throughout the Contract Documents are synonymous. If the "payment" clause in the Specifications relating to any unit Bid Item price in the Proposal Form rewires 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 specifr Aly 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. SECTION 1 -09.8 (APWA) IS SUPPLEMENTED BY REVISING ALL REFERENCES TO "HEADQUARTERS' MATERIAL LABORATORY" TO READ "CONTRACTING AGENCY'S MATERIAL LABORATORY." SECTION 1 -09.9 IS DELETED AND REPLACED BY THE FOLLOWING: 1-09.9 Payments (APWA) 1- 09.9(1) Progress Payments (APWA) 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. Within 3 days after the progress estimate cutoff date (but not more often than once a month) the Contractor shall submit to the Engineer for review an Application for Payment, filled out and signed by the Contractor, covering the work completed prior to the progress estimate cutoff date. The Application for Payment shall be accompanied by documentation supporting the Contractor's Application for Payment. If payment is requested for materials and equipment not incorporated in the work, but delivered and stored at approved sites pursuant to the Contract Documents, the Application for Payment shall be accompanied by a bill of sale, invoice, or other documentation warranting that the Contractor has received the materials and equipment and evidence that the materials and equm ennt are covered by appropriate insurance or other arrangements to protect the Engineer's interests therein. The initial progress estimate will be made not later than 30 days after the Contractor commences the Work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the Work are tentative, and made only for the purpose of determining progress payment. The progress estimates are subject to change at any time prior to the calculation of the Final Payment per Section 1- 09.9(4). 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. 3. Materials on Hand — 90 percent of invoiced test 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. Five (5) percent for retained percentage. 2. The amount of Progress Payments previously made. 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. Progress payments for work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any work has been satisfactorily completed. Payments will be made by 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. Page-SP-15 Revision Date: May 19, 1997 1 -09 Measurement and Payment 1 -09 Measurement and Payment 1-09.9(2) Retainage (APWA,RQ Pursuant to RCW 60.28 there will be retained from monies earned by the Contractor on progress estimates a sum not to exceed 5 percent of the monies earned by the Contractor. Such retainage shall be used as a trust fund for the protection and payment (1) to the State with respect to taxes imposed pursuant to Title 82, RCW which may be due from such Contractor, and (2) the claims of any person arising under the Contract. Monies reserved under provisions of RCW 60.28 shall, at the option of the Contractor, be: 1. Retained in a fiord by the Contracting Agency. 2. Deposited by the Contracting Agency in an interest - bearing account in a bank, mutual savings bank, or savings and loan association (interest on monies so retained may be paid to the Contractor). 3. Placed in escrow with a bank or trust cornparry by the Contracting Agency. When the monies reserved are to be placed in escrow the Contracting Agency will issue a check representing the sum of the monies reserved payable to the bank or trust company and the Contractor jointly. Such check shall be converted into bonds and securities chosen by the Contractor and approved by the Contracting Agency and the bonds and securities held in escrow. Interest on the bonds and securities may be paid to the Contractor as the interest accrues. The Contractor shall designate the option desired on-40 least 10 working days prior to the first progress payment for the contract. The Contractor in choosing option (2) or (3) agrees to assume full responsibility to pay all costs which may accrue from escrow services, brokerage charges or both, and further agrees to asanne all risks in connection with the investment of the retained percentages in securities. The Contracting Agency may also, at its option_ accept a bond for all or a Portion of the contractor's retainage. Release of retained percentage will be made 60 days following the Completion Date pursuant to RCW 39.12, RCW 39.76, and RCW 60.28) provided the following conditions are met: 1. On contracts totaling more than $20,000.00, a release has been obtained from the Washington State Department of Revenue (RCW 60.28.051). 2. No claims, as provided by law, have been filed against the retained percentage. 3. Affidavit of Wages Paid is on file with the Contracting Agency for the Contractor and all Subcontractors regardless of tier (RCW 39.12.040). In the event claims are filed the Contractor will be paid such retained percentage less an amount sufficient to pay any such claims together with a sum determined by the Contracting Agency sufficient to pay the cost of foreclosing on claims and to cover attorney's fees. Retainage will not be reduced for any reason below the minimum limit provided by law. Pursuant to Section 1- 07.10, the Contractor is responsible for submitting to the State LdtI a "Request for Release" form in order for the Contracting Agency to obtain a release from that department with respect to the payments of industrial assurance medical aid premiums. The Contracting Agency will ensure the Washington State Employment Security Department and any applicable Contracting Agency department or organization are notified of Contract completion in order to obtain releases from those departments or agency organizations. 1-09.9(3) Contracting Agency's Right to Withhold and Disburse Certain Amounts (APWA) In addition to monies retained pursuant to RCW 60.28 and subject to RCW 39.04.250, RCW 39.12, and RCW 39.76, the Contractor authorizes the Engineer to withhold progress payments due or deduct an amount from any payment or payments due the Contractor which, in the Engineer's opinion, may be necessary to cover the Contracting Agency's costs for or to remedy the following situations: 1. Damage to another contractor when there is evidence thereof and a claim has been filed. 2. Wbere the Contractor has not paid fees or charges to public authorities or 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 Damage; 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 completed within the Contract Titre. When calculating an anticipated time overrun, the Engineer will make allowances for weather delays, approved unavoidable delays, and suspensions of the Work. The amount withheld under this subparagraph will be based upon the liquidated damages amount per day set forth in Contract Documents multiplied by the number of days the Contractor's approved progress schedule, in the opinion of the Engineer, indicates the Contract may exceed the Contact Tmne. 7. Failure of the Contractor to perform any of the Contractor's other obligations under the contract, inchtdinit but not limited to: a. Failure of the Contractor to provide the Engineer with a field office when required by the Contract Provisions. b. Failure of the Contractor to protect survey stakes, makers 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 or subcontractor of any tier as required by Section 1 -07.9. L Failure of the Contractor to pay worker's benefits (Fide 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 Seam 1 -08.3. The Contractor authorizes the Engineer to act as agent for the Contractor disbursing such fimds as have been withbeld pursuant to this section to a party or parties who are entitled to payment. Disbursement of such funds if the Engineer elects to do so, well 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. Page -SP -]6 Revision Date. May 19, 1997 H- r-I 0 I ILI Ii 1 t 1 �1 I t 1-09 Measurement and Payment 1 -09 Measurement and Payment A proper accounting of all funds disbursed on behalf of the Contractor in accordance with this section will be made. A payment made pursuant to this section shall be considered as payment made under the terms and conditions of the Contract. The Contracting Agency shall not be liable to the Contractor for such payment made in good faith. If legal action is instituted to determine the validity of the claims prior to expiration of the 15-day period mentioned above, the Engineer will hold the funds until determination of the action or written settlement agreement of the parties. 1- 09.9(4) Final Payment (APWA) Upon Acceptance of the Work by the Contracting Agency the final amount to be paid the Contractor 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 (vv BE) participating in the Work. Such affidavit shall certify the amounts paid to the DB, MBE, or WBE subcontractors regardless of tier. On Federally- funded proiects the Contractor may also be required to execute and furnish the Contracting Agency an affidavit certifying that the Contractor has not extended any loans, gratuity or gift and money pursuant to Section 1 -07.19 of these. Specifications. If the Contractor fails, refuses, or is unable to sign and return the Final Progress Estimate or any other documents required for the final acceptance of the contract, the Contracting Agency reserves the right to establish a completion date and unilaterally accept the contract. Unilateral acceptance will occur only after the Contractor has been provided the opportunity, by written request from the Engineer, to voluntarily submit such documents. If voluntary compliance is not achieved, formal notification of the impending unilateral acceptance will be provided by certified letter from the Engineer to the Contractor which will provide 30 calendar days for the Contractor to submit the necessary documents. The 30- calendar day deadline shall begin on the date of the postmark of the certified letter from the Engineer requesting the necessary documents. This reservation by the Contracting Agency to unilaterally accept the contract will apply to contracts that are completed in accordance with Section 1 -08.5 or 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 date the Contracting Agency unilaterally signs the Final Progress Estimate constitutes the final acceptance date (Section 1- 05.12). 1 -09.11 Disputes and Claims SECTION I- 09.1](2) IS REVISED AS FOLLOWS: 1- 09.11(2) Claims (APWA) Failure to submit with the Final Application for Payment BiAal ch information and details as described in this section for any claim shall operate as a waiver of the claims by the Contractor as provided in Section 1 -09.9. SECTION I -09.1](3) IS DELETED AND REPLACED BY THE FOLLOWING: 1- 09.11(3) Time Limitations and Jurisdiction (APWA) This contract shall be construed and interpreted in accordance with the laws of the State of Washington. The venue of any claims or causes of actions arising from this contract shall be in the Superior Court of the county where the work is performed. For convenience of the parties to this contract, it is mutually agreed that any claims or causes of action which the contractor has against the Contracting Agency arising from this contract shall be brought within 180 days from the date of Final Acceptance of the contract by the Contracting Agency. The parties understand and agree that the Contractor's failure to bring suit within the time period provided shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action which a Contractor asserts against the Contracting Agency arising from this contract are filed with the Contracting Agency or initiated in court, the Contractor shall permit the Contracting Agency to have timely access to any records deemed necessary by the Contractin¢ A¢encv to assist in evaluatine the claims or actions. 1 -09.13 Arbitration SECTION 1 -09.13(2) (RC) IS SUPPLEMENTED BY REPLACING ALL REFERENCES TO "THURST'ON COUNTY' WITH THE WORDS "RING COUNTY. " SECT70N 1 -09.13(3) IS SUPPLEMENTED BY ADDING: 1- 09.13(3) Procedures to Pursue Arbitration (RC) The findines 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 terns 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 writin¢ their frndines and conclusions based on the evidence adduced at any such hearing. Page -SP -l7 Revision Date: May 19, 1997 1 -10 Temporary Traffic Control 1 -10 Temporary Traffic Control th Contractor to furnish additional l The arbitration shall be conducted in accordance with the statutes of the State of Washington and court decisions governing such procedure. The costs of such arbitration shall be borne equally by the City and the contractor unless it is the board's majority opinion that the contractor's filing of the protest or action is capricious or without reasonable foundation. In the latter case, all costs shall be borne by the contractor. 1 -10 Temporary Traffic Control SECTION 1 -10.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1 -10.1 Genersl2 When the bid proposal includes an item for 'Traffic Control," the work required for this item shall be all items described in Section I -10, including, but not limited to: I 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 mariner for that device• 2. Furnishing traffic control labor, equipment, and supervisory personnel for all traffic control labor; 3. Furnishing any necessary vehicle(s) to set up and remove the Class B construction signs and other traffic control devices; 4. Furnishing labor and vehicles for patrolling and maintaining in position all of the construction signs and the traffic control devices unless a pay item is in the bid proposal to specifically pay for this work; and S. 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 re- installing as directed by the Engineer. 7. Preparing a traffic control plan for the project and designating the person responsible for traffic control at the work site. The traffic control plan shall include descriptions of the traffic control methods and devices to be used by the prime contractor, and subcontractors, shall be submitted at or before the preconstruction conference, and shall be subject to review and approval of the Engineer. 8. Contacting police fire, 911, and ambulance services to notify them in advance of any work that will affect and traveled portion of a roadway. 9. Assuring that all traveled portions of roadways are open to traffic during peak traffic periods, 6:30 a.m. to 8:30 a.m., and 3:00 p.m, to 6:00 p.m., or as specified in the special provisions, or as directed by the Engineer. 10. Promptly removing or covering all nonapplicable signs during periods when they are not needed. If no bid item "Traffic Control" appears in the proposal then all work required by these sections will considered incidental and their cost shall be included in the other items of work. If the Engineer requires e 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 limitatinm 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 channel' zing 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 Connector'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. SECTION 1- 10.2(l) TRAFFIC CONTROL SUPERVISOR IS REVISED AS FOLLOWS 1- 10.2(1) Traffic Control Supervisor RQ (SA) When die W, FFOPeral ;AGtMAG6 an kam for. .. Sugecuiserr =Tthe Contractor shall designate an individual or individuals to perform the Traffic Control Supervisor's (TCS) duties for the project The TCS shall be certified inas -a worksite traffic control supsFiRtenAms ft- *I,- The TCS shall assure that personally pecfosra all the duties of the TCS are performed during the duration of the contract 7. Ensuring that corrections are made if traffic control devices are not functioning as required. The TCS may make minor revisions to the traffic control plan to accommodate site conditions as long as the original intent of the traffic control plan is maintained and the revision is in conformance with established standards. Possession of a current flagging card by the TCS is mandatory. SECTION 1- 10.2(2) IS SUPPLEMENTED AS FOLLOWS: 1- 10.2(2) Traffic Control PlansLRQ The Contractor shall be responsible for _assuring that traffic control is jnstalled and maintained in conformance to established standards. The Contractor shall continuously evahmIte the operation of the traffic control plan and take prompt action 10 cornet any problems that become evident during operation. SECTION 1- 10.3(3) HAS BEEN REVISED AS FOLLOWS: 1- 10.3(3) Construction Signs All signs required by the approved traffrc control plan(s) as well as any other appropriate signs prescribed by the Engineer required to conform with established standards, will be furnished by the Contractor. Page -SP -18 Revision Date. May 19, 1997 l 1 1 1 0 1 -11 Renton Surveying Standards 1 -11 nentun aurveyuug O&auuarus No separate pay item will be provided in the bid proposal for Class A or Class B construction signs. Payment for. Glass 2 soasuuGgion signs wall be limited to the 1,bor. ror.1 to do obe ; All other--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. SECTION 1- 10.3(6) IS REVISED AS FOLLOWS: 1- 10.30 One -Way Piloted Traffic Control Through Construction Zone Contractor - Furnished One -Way Piloted Traffic Control. The Contractor shall furnish the pilot car(s) and driver(s) for the pilot car control area Any necessary flaggers shall be furnished by the Contractor .. DELETE SECTION 1 -10.4 AND REPLACE WITH: 1 -10.4 Measurement (RC) (SA) No specific unit of measurement will atroly to the htmv sum item of "Traffic Control". SECTION 1 -10.5 IS REVISED AND SUPPLEMENTED AS FOLLOWS: 1 -10.5 Payment (RC) 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 they ws included in the proposal: 'Traffic Control,' heap stun. The lump sum contract price shall be full pay for all costs not covered by other specific pay items in the bid proposal for furnishing, installing, maintaining, and removing traffic control devices required by the contract and as directed by the Engineer in conformance with accepted standards and in such a manner as to maximize safety, and minimize disruption and inconvenience to the public.. Progress payment for the lump sum item "Traffic Control" will be made as follows: a. When the initial warning signs for the beginning of the proiect and the end of construction signs are irtstalled and approved by the Engineer, 30 percent of the amount bid for the item will be paid. b. Payment for the remaining 70 percent of the amount bid for the item will be paid on a prorated basis in accordance with the total job progress as determined by progress payments. The item 'Traffic Control" will be considered for an equitable adjustment per Section 1-04.6 only when the total contract price increases or decreases by more than 25 percent. The Lump Sum uwit contract price per --b shall be full pay for all costs involved in furnishing the pilot car(s), pilot car driver(s), and the appropriate pilot car sign(s) for any pilot car operation. Any necessary flaggers will be paid under the item for traffic control - labor. The Lump Sum wwk contract price pep•laoupshall be full pay for all costs for the labor provided for performing those construction operations described in Section 1- 10.3(1) and as authorized by the Engineer. lim-86.1 — *I-- 1-cum the, ;Apwkeg * r, ftcwA, pcgrmming the we*- "Conm-raffian Signs Class A," pe; squaFs foci panel ama. The Lump Sum trait contract price pep- aryamfaes_o€ paps!- aKa•.shall be full pay for all costs for performing the work described in Section 1- 10.3(3) and Section 1- 10.3(4). This payment will include all labor, equipment, and vehicles necessary for the initial acquisition, the initial installation of Class A signs, and ultimate return of all Contracting Agency - furnished signs. Unsinem " The Lump Sum +resit contract price p%P42p -shall be full pay for all costs involved in furnishing the person(s) assigned as the "Traffic Control Supervisor" a••-i^^ an Raginew All costs for the vehicle(s) required for the Traffic Control Supervisor shall be included in the Lump Sum +tart contract price for "Traffic Control Sttpopsios.^ paymgng to; thg lump sum .. .. set up, 50 pow— ­1 the amova& bid fe; the som will " be -paid. The Lump Sure unit- contract price pep- day -shall be full pay for all costs involved in furnishing the vehicle or vehicles for the work described in Section 1 -103( L abcs.'= 1 -11 Renton Surveying Standards 1- 11.1(1) Resvonsibility for surve All surveys and survey reports shall be prepared under the direct supervision of a person registered to practice land surveying under the provisions of Chapter 18.43 RCW. All surveys and survey reports shall be prepared in accordance with the requirements established by the Board of Registration for Professional Engineers and Land Surveyors under the vrovisionc of Chapter 18.43 RCW. Page -SP -l9 Revision Date: May 19, 1997 k_ 1 -11 Renton Surve Standards 1- 11.1(2) Survey Datum and Precision (RC) 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 coniunction with a minimum of two of the City of Renton's Survey Control Network monuments. The source of the coordinate values used will be shown on the survey drawing per RCW 58.09.070. The horizontal component of all surveys shall meet or exceed the closure requirements of WAC 332 - 130-060.. The control base lines for all surveys shall meet or exceed the requirements for a Class A survey revealed in Table 2 of the Minimum Standard Detail Requirements for ALTAIACSM 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. Those surveys dependent on retracement of a plat or short plat shall reveal the controlling monuments, measurements, and methodology used in that retracernent. 1- 11.1(4) Field Notes (RC) Field notes shall be kept in conventional format in a standard bound field book with waterproof pages. In cases where an electronic data collector is used field notes must also be kept with a sketch and a record of control and base line traverses describing station occupations and what measurements were made at each point. Every point located or set shall be identified by a number and a description. Point numbers shall be unique within a complete job The preferred method of point numbering is field notebook, page and point set on that page. Example: The first point set or found on page 16 of field book 348 would be identified as Point No. 348.16.01 the second point would be 348.16.02, etc. Upon completion of a City of Renton project either the field notebook(s) provided by the City or the original field notebook(s) used by the surveyor will be given to the City. For all other work, surveyors will provide a copy of the notes to the City upon request. 1 -11 Renton In those cases where an copy print out in ASCII text format will accompany the field nott 1- 11.10 Corners and Monuments (RC) Corner A point on a land boundary, at the iuncture of more boundary lines. A monument is usually set at such points physically reference a corner's location on the ground. Monument Any physical object or structure of record w marks or accurately references: • A comer or other survey point established by or undcli supervision of an individual per section 1- 11.1(1) andW corner or monument established by the General Land Ofl and its successor the Bureau of Land Management incites section subdivision corners down to and including � sixteenth corners; and • Any pernianently momrmented boundary, ri t of Elk alignment, or horizontal and vertical control points establ by any governmental agency or private surveyor incl street intersections but excluding dependent interior corners. 1- 11.1(6) Control or Base Line Survey (RC) Control or Base Lime Surveys shall be established f construction proiects that will create permanent structures sat roads sidewalks bridges, utility lines or appartepapm. siMM light poles or any non - single family building. Control or I: Line Surveys shall _consist of such number of perm# momu cents as are required such that every structure tna� observed for staking or 'as- bunting' while ocmving one monument and sighting another such monument. A minimum two of these pennanew monuments shall be existing tnonuml♦ recognized and on record with the City of Renton. The Cont Base Line Survey shall occupy each monument in turn, and s satisfy all applicable requirements of Section 1 -11.1 herein. The drawing ictin the survey shall be nest lexibleM drawn to an Mgqpriate scale. North orientation should be cl nrrsentPd 2M the erale shown aranhicaliv as well as noted. Of comply with all provisions of Chapter 58.09 RCW. photographic inylar of the drawing will be submitted to the C Renton and n their review and the requirements of the project the original will be recorded with King County Recorder. If recording is not required, the survey drawing she prepared on 22 inch by 34 inch molar, and the original . nhntn&"s h6- mul2r thrr"& will M othmitted to the Citv of Rep shall be used wherever possible, and a legend shall ident i bols used if each point marked by a symbol is not descri each use. An electronic listing of all princh* points shown on drawing shall be submitted with each drawing. The listing s� include the point number designation (corresponding with A the field notes) a brief description of the point, and norM eastine, and elevation (if applicable) values. all in ASCII for on IBM PC compatible media. Page -SP -20 Revision Date. May 19, 1997 1 1 -11 Renton Surveying Standards 1 -11 Renton Surveying Standards 1 1 1� 1 1 1 n L 1 [l 0 Li 1- 11.1(7) Precision Levels (RC) Vertical Surveys for the establishment of bench marks shall satisfy all applicable requirements of section 1 -05 and 1 -11.1. Vertical surveys for the establishment of bench marks shall meet or exceed the standards, specifications and procedures of third order elevation accuracy established by the Federal Geodetic Control Committee. Bench marks must possess both permanence and vertical stability. Descriptions of bench marks must be complete to insure both recoverablilty and positive identification on recovery. 1- 11.1(8) Radial and Station — Offset Topography Topographic surveys shall satisfy all applicable requirements of section 1 -11.1 herein. 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 (RC) 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 To (RC) Devations 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 Surve All improvements required to be "as- built" (post construction survey) per City of Renton Codes, TITLE 4 Building Regulations and T11LE 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 backfrUing. Cbse cooperation between the installing contractor and the "as- builting" surveyor is therefore required. All "as- built" surveys shall satisfy the requirements of section 1- 11.1(1) herein and shall be based upon control or base line surveys made in conformance with these Specifications. The field notes for "as- built" shall meet the requirements of section I- 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 (RC) All property or lot corners, as defined in 1- 111(5) established or reestablished on a plat or other recorded survey shall be referenced by a permanent marker at the corner point per 1- 11.2(1). In situations where such markers are impractical or in danger of being destroyed, e.g., the front corners of lots a witness marker shall be set. In most cases, this will be the extension of the lot line to a tack in lead in the curb. The relationship between the witness monuments and their respective corners shall be shown or described on the face of the plat or survey of record, e.g. "Tacks in lead on the extension of the lot side lines have been set in the curbs on the extension of said line with the curb." In all other cases the corner shall meet the requirements of section 1- 11.2(1) herein. All non corner monuments, as defined in 1- 11.1(5) shall meet the requirements of section 1- 11.2(2) herein. If the monument falls with in a paved portion of a right of way or other area the monument shall be set below the ground surface and contained within a lidded case kept separate from the monument and flush with the pavement surface, per section 1- 11.2(3). In the case of right of way centerline monuments all points of curvature (PC), points of tangency (PT), street intersections, center points of cul de sacs shall be set. If the point of intersection, PI, for the tangents of a curve fall within the paved portion of the right of way, a monument can be set at the PI instead of the PC and PT of the curve. 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 cam) 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 93/91 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 (RC) Corners per 1- 11.1(5) shall be marked in a permanent manner such as 1R inch diameter rebar 24 inches in length, durable metal plugs or caps, tack in lead, etc. and permanently marked or tagged with the surveyor's identification number. The specific nature of the marker used can be determined by the survevor at the time of installation. 1- 11.2(2) Monuments (RC) Monuments per 1- 11.1(5) shag meet the requirements as set forth in City of Renton Standard Plans page H031 and permanently marked or tagged with the surveyor's identification number. 1- 11.2(3) Montment Case and Cover (RC) Materials shall meet the requirements of section 9-22 and City of Renton Standard Plans page H031. Page -SP -2l Revision Date. May 19, 1997 2 -02 Removal of Structures and Obstructions 2 -03 Roadway Excavation and Embankment Division 2 Earthwork 2 -02 Removal of Structures and Obstructions SECTION 2-02.3(3) IS REVISED AND SUPPLEMENTED AS FOLLOWS. 2- 02.3(3) Removal of Pavement, Sidewalks, and Curbs_RQ In removing pavement, sidewalks, and curbs, the Contractor shall: 1. Haul broken -up pieces into the Feada—y-4940A)MON 0; to some off - project site. S When an area where pavement has been removed is to be opened to traffic before pavement patching has been completed, temporary mix asphalt concrete patch shall be required. Temporary patching shall be placed to a minimum depth of 2 inches immediately after backfilling and compaction are complete, and before the road is opened to traffic. MC cold mix or MC hot mix shall be used at the discretion of the Engineer. 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 . Act 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. SECTION 2-02.5 IS SUPPLEMENTED BY ADDING- 2-02.5 Payment C 2. "Saw Cutting', per Lineal Foot. 3. "Remove Sidewalk% per Square Yard. 4 "Remove Curb and Gutter ", per lineal Foot, 5. 'Cold Mix ", per Ton 6 'Remove AA tt h Concrete Pavement "per Swart: Yard- 7. "Remove Cement Concrete pavement," per square yard. 8 "Remove existing per All costs related -to the removal and disposal of structures and obstructions including saw cutting excavation, backftlling and temporary asphalt shall be considered incidental to and included in other items unless designated as specific bid items in the proposal. 2 -03 Roadway Excavation and Embankment SECTION 2 -03.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING. 2 -03.3 Construction Requirements (RC) Roadway excavation shall include the removal of all materials excavated from within the limits shown on the plans. Suitable excavated material shall be used for embankments while surplus excavated material or unsuitable material shall be disposed of by the Contractor. Earthwork quantities and changes will be computed, either manually or by means of electronic data processing ewipmertt, by use of the average end area method. Any changes to the proposed work as directed by the Engineer that would alter these quantifies 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 Puns unless ordered by the Engineer, shall not be paid for. All work and material required to return these areas to their original conditions as directed by the Engineer, shall be provided by the Contractor at his sole expense. All areas shall be excavated, filled, and/or_ backfilled as necessary to comply with the grades shown on the Platt`s. In filled and backfilled areas ftm grading shall begin during the placement and the compaction of the futal layer. In cut sections, fine grading shall begin within the final six (6) inches of cut. Filial grading shall produce a surface which is smooth and even, without abrupt changes in grade. Excavation for curbs and gutters shall be accomplished by cutting accurately to the cross sections, grades and elevations shown Care shall be taken not to excavate below the specified grades The contractor shall maintain all excavations free_ from_ detrimental quantities of leaves brush, sticks, trash and other debris until final acceptance of the Work. Following removal of topsoil or excavation to grade and before placement of fills or base course, the subgrade under the roadway shall be proofrolled to identify any soft or loose areas which may warrant additional compaction or excavation and replacement. The Contractor shall provide temporary drainage or protection to keep the subgrade free from standing water. Acceptable excavated native soils shall be used for fill in the area requiring fills Care shall be taken to place excavated material at the optimum moisture content to achieve the specified compaction Any native material used for fill shall be free of organics and debris and have a maximum particle size of 6 inches. It shall be the responsibility of the Contractor to prevent the native materials from becoming saturated with water. The measures may include sloping to drain contpactmg the fictive materials and diverting runoff away from the materials. N the Contractor fails to take such preventative measures, any costs or delay related to drying the materials shall be at his own exPCO—Sc. If the native materials become saturated it shall be the responsibility of the Contractor to dry the materials, to the optimum moisture content If sufficient acceptable native soils are not available to complete construction of the roadway embanlment, Gravel Borrow shall be used. N subgrade trimmer is not rewired on the pro ietx, 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. SECTION 2 -03.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING. 2 -03.4 Measurement (RC) The Contracting Agency will use the following methods to measure work performed unless specific exceptions in otter sections provide otherwise: 1. At the discretion of the engineer, roadway excavation, borrow excavation and unsuitable foundation excavation - by the Page -SP -22 Revision Date: May 19, 1997 �I 11 I i J F1 t [I 2-04 Haul 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. SECTION 2 -03.5 IS REVISED AS FOLLOWS: 2 -03.5 Payment (RC) Payment will be made for the following bid items when they are included in the proposal: 1. "Roadway Excavation" or "Roadway Excavation — Area A (B, C. etc.) ", per cubic yard. When the Engineer orders excavation 2 feet or less below subgrade, unit contract prices for roadway excavation and haul shall apply. If he orders excavation more than 2 feet below subgrade, that part below the 2 -foot depth shall be paid for as provided in SecsWa-1 -04,4 Item 3 of this payment section. 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 shall be full pay for excavating, loading, placing, or otherwise disposing of the material. tThe unit contract price per cubic yard shall include haul. 3. "Unsuitable Foundation Excavation ", per cubic yard. The unit contract price per cubic yard for "Unsuitable Foundation Excavation" shall be full pay for excavating, loading, and disposing of the material. The unit contract price per cubic yard shall include haul. wbic Y314. 7 " compmSion", per campftw;ap, Aft" be full pay f" ft!! mai",ill labor., seek Payment for embankment compaction will not be made as a separate item. All costs for embankment compaction shall be included in other bid items involved. 2 -04 Haul SECTION 2-04.5 IS REVISED AND SUPPLEMENTED AS FOLLOWS: 2-04.5 Payment (RC) Rft5ment will be made fQ; the fbilawing bed ;nr,1j.-d9d an *he ppopomle All costs for the hauling of material to, from, or on the job site shall be considered incidental to and included in the unit prix_ of other units of work. 2 -09 Structure Excavation 2 -06 Subgrade Preparation SECTION 2 -06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING. 2-06.5 Payment (RC) 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 SECTION 2 -09.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING. 2-09.1 Description (RC) This work also includes the excavation, haul, and disposal of all unsuitable materials such as peat, muck, swampy or unsuitable materials including buried logs and stumps. 2-09.3 Construction Requirements SECTION 2 -09.3(I)D IS REVISED AS FOLLOWS. 2- 09.3(1)D Disposal of Excavated Material (RC) All costs for disposing of excavated material within the project limits shall be included in the unit contract prix for structure excavation, Chas A or B. If the contract includes structure excavation, Class A or B. including haul, the unit contract prix 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. SECTION 2-09.4 IS REVISED AND SUPPLEMENTED AS FOLLOWS. 2-09.4 Measurement (RC) Gravel backfnll. All gravel backfill 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. Gravel ball used for pipe bedding shall be incidental to the installation of the pipe or paid for as other gravel backfill unless a specific separate pay item is included in the contract for gravel backfill for pipe bedding. SEC77ON 2 -09.5 IS REVISED AND SUPPLEMENTED AS FOLLOWS. 2-09.5 Payment 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 Ittcl. Haul ", per cubic yard. The unit contract price per cubic yard for the bid items listed as 1 through 4 above shall be full pay for all labor, materials, tools, equipment, and pumping, or shall be included in the unit bid price of other items of work if 'Structure Excavation "_ or Page -SP -23 Revision Dale. May 19, 1997 7-AG CtrnrtnrP F:cbvstinn 2 -09 Structure Excavation 'Structure Excavation Incl Haul' are not listed as pay items in the contract. "Shoring or Extra Excavation Class B ", per square foot. Tice unit contract price per square foot shall be full pay for all excavation, backfill, compaction, and other work required when extra excavation is used in lieu of constructing shoring. If select backfill material is required for backfilling within the limits of the structure excavation, it shall also be required as backfill material for the extra excavation at the Contractor's expense. Any excavation or backfill material being paid by unit price shall be calculated by the Engineer only for the neat line measurement of the excavation and shall not include the extra excavation beyond the neat lime. 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, 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 ". . 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 when 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. Unless included in the contract as a separate pay item, gravel backfill used for pipe bedding shall be considered incidental to the installation of the pipe or shall be included in the gravel backfill used to backfill the trench, if a separate pay item is included for trench backfill. Page-SP - -24 Revision Date. Map 19,1997 I� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 No supplemental specifications were necessary 4 No supplemental specifications were necessary Division 3 Production From Quarry and Pit Sites Division 4 and Stockpiling Bases 3 No supplemental specifications were necessary No supplemental specifications were necessary for Division 3. 4 No supplemental specifications were necessary No supplemental specifications were necessary for Division 4. Page -SP -25 Revision Date: May 19, 1997 5-04 r'nnerete Pavement 5-04 Aspbalt Concrete (2) Division 5 Surface Treatments and Pavements swis; - teWhen a sample from uncompacted mix is needed Contractor shall ensure that the samples can -be obtainefflF 5-04 Asphalt Concrete Pavement accordance with WSDOT Test Method 712. Zirs platfe;m Wow the sample. to be tftkm 9'"b0i's ths Bug-AO" Gat"imm SECTION 5- 04.3(8)1 IS REVISED AND SUPPLEMENTED AS havaling A'shiGle, FOLLOWS. B. Definition of Sampling Lot and Subb For the purpc • - -- - -- - 1 -- -- •- -21 5- 04.3(8)A Acceptance Sampling and Testing (RQ 1. General. Acceptance of asphalt cement concrete shall be ae- .provided unde tatieticai -os a nonstatistical acceptance. Determination of- statistical --os nonstatistical acceptance shall be based on proposal quantities and shall consider the total of all bid items involving mix of a specific class. Dense graded mixes (asphalt concrete pavement Classes A. B, E, F. and G) shallvfiil be evaluated for quality of gradation on a dailylat basis by the Contractor. This gradation analysis shall be based on WSDOT Test Method 104 and the results delivered to the Contracting Agency by noon of the following working day. This information shall be used by the Engineer to evaluate conformance with Section 9 -03.8(6)A.2.a0 Aasphalt content shall be tested at the Eengineer's discretion if the Compaction Pay Factor (Section 5- 04.300)B) falls below 1.00. The Contracting Agency may take their own independent gradation samples at the stockpile to confirm the gradanon testing done by the contractor. If the independent sample gradation vanes from the Contractor's data by more than 13% for sieve sizes greater than 1/4" and t2% for sieves smaller than the No. 10, the the costs of the sampling and testing shall be borne by the Contractor. If the tT49 results vary from the Contractor's data ara_ within the ranges listed above • tmn the cost of sampling and testing will be borne by the Contracting eil-A-11-19A felp y gf g_ T 93 ..e coluFaGging agencies U.0H be I—, I- L Mix when the PFQPQGal quant-des4ff 2. Aggregates. _Aggregates will be accepted for sand equivalent and fracture based on their conformance to the requirements of Section 9-03.8(2)_ sataivatiea. 3 Asphalt Cement Asphalt Cement will be accepted fas w"& -based on t wk- conformance to the requirements of Section 9- 02.1(43). Testing of asphalt properties to assure certification shall be the responsibility of the contractor. If the vendor or grade of the asphalt cement changes a new job mix formula QMF) shall be evaluated and approved. 43. Asphalt Concrete Mixture A. Sampling (1) A sample will not be obtained from either the first or last 25 tons of mix produced in each production shift. the total quantity of material or work produced for each job formula (JMF) Only one lot per JMF is expected to w+scsed to or.=;. 'Ats" illf �� ••: • ,•••• 1jOfFIitYA -:A is def m S ThC 03.8(6)A (Basis of Acceptance). The Contractor may not any changes to the JMF without prior written approval of Engineer. shall be pe-asmed aim =Aom 'As not I an Sampling and testing for nonstatistical acceptance performed on a random basis at a minimum fregver>c3' o sample for each sublot of 400 tons or each day's produ whichever is least. When proposal quantities exceed 1,200 tons a class of mix under nonstatistical acceptance. sublot size shij determined to the nearest 100 tons to provide not less than uniform sized sublots, based on proposal quantities, maximum sublot size of 800 tons. C. Test Results. The Engineer will furnish the Con with a copy of the results as they become available. next WQ*d&Y fthef Sampling, OF, for, RiQWkaG-W9*-* 6- bloic D. Test Methods:. When sample testing of asphalt necessary, Aameptance waist for compliance t-� will use the Nuclear Asphalt Gauge Procedure; WSDOT Method 722 -T. When sample testing of gradation is rtes Aacceptance testing for compliance of gradation will use the Determination of Aggregate Gradation using Alternate SO Procedure; WSDOT Test Method 723 -T. E. Reject Mixture (1) Rejection by Contractor. The Contractor may, p sampling, elect to remove any defective material and rep with new material at no expense to the Contracting Agency. such new material will be sampled, tested, and evaluat acceptance. (2) Rejection -bv Engineer Without Testin0r*a ous TZr The Engineer may, without sampling, reject any batch loa section of roaday Poge -SP -26 Revision Date: May 19, 1997 1 5-04 Asphalt Concrete Pavement 5-04 Asphalt Concrete Pavement 1 J L J ri � I 11 ma w"I that appears defective in gradation or asphalt cement content. Material rejected before placement shall not be incorporated into aaths pavement. Any rejected section of compacted seadwag avp ement shall be removed. No payment will be made for the rejected materials or the removal of the materials unless the Contractor requests that the rejected material be tested. If the Ccontractor elects to have the rejected material tested, a minimum of three representative samples will be obtained and tested. Representative samples to be removed for testing from compacted pavement shall be removed by coring. maserial ir !as& than 0.35, no payment will be made for. the FaJ th-a 0 25. the Gars of sampling and secting will be bome by 4he Acceptance of the initially rejected ant aktW material will use the acceptance sampling and testing methods. If the material does not fall within the job mix formula tolerances of Section 9-03.8(6)A, the mix will be rejected and all costs associated with sampling, testing and removal shall be borne by the Contractor. The rejected material must be removed and replaced with new material at no expense to the Contracting Agency. If the material falls within the job mix formula tolerances, the mix will be accepted for quality of mix but will remain subject to the compaction adiustment of Section 5- 04.3(10) and all costs associated with sampling and testing will be borne by the Contracting Agency. (3) A pan-al am- to the piorwding randam mr.eptance wippling and wging, the Engineer. may *A11 be Gapsid lot- �Qelb -a me GAI 0; shall be '15 perrw 6 SECTION 5-04 03(10)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5- 04.3(10)A General (RC) The Contractor shall not use vibration when compacting on a street where A.C. Line (Transite) is in place (refer to City of Renton Comprehensive Water System Plan to identify locations of A.C. lines.) SECTION 5- 04.3(I0)B IS REVISED AS FOLLOWS: 5- 04.3(10)B Control (SA) Asphalt concrete pavement Classes A. B, E, and F used in traffic lanes, including lanes for ramps. truck climbing, weaving, and speed change, and having a specified compacted course thickness greater than 0.10 foot, shall be compacted to a specified level of relative density. The testing shall occur on a sublot basis using the definition of a sublot described in Section 5- 04.3(8). The specified level of relative density shall be ceraian 1.06 "n siriall a minkamw—" 921.0 percent Of the reference maximum density awmined by A "hod -7AS. The reference maximum density shall be determined as that developed in the job mix formula If the Contractor chooses, a moving average of the three most recent tests of maximum density may be determined through the use of WSDOT Test Method 705 by the Contractor at the Contractor's expense. The specified level of density attained will be determined by the average statistical aualtiatiwt -4 three fries nuclear density gauge tests taken in accordance with WSDOT Test Method 715 on the day the mix is placed (after completion of the finish rolling) at locations determined by ndom_ within each density lot Walle day's ppeduGsion of app Joss. The Engineer will furn' a copy of the results of all acceptance testing performed in the field as soon as the results are availabl ._ Pavement compaction below 89 percent of the reference maximum density shall not be accepted. Relative densities falling between 89 percent and 92 percent shall be subject to the price adiusanents of Section 5-- 04.5(1)B. datauwirwd. For compaction lots falling below a CPF of 1.00 pay 4988r, and thus subject to price reduction or rejection, cores may be used as an alternatives to the nuclear density gauge tests. WaFaGlar-' they 6h-II be Amiussled by Room 09 the ASK, ;AQF at3srpauingr -•When the Contracting Agency requests cores and the level of relative density within a sublot is less than 92.0 percent, t he cost for dw- coring and testing shall be borne by the Contractor. When the Contracting Agency requests cores and the level of relative density within a sublot is greater than 92.0 percent, the cost for coring and testing shall be borne by the Contracting Agency. At the start of paving, if requested by the Contractor, a compaction test section shall be constructed, as directed by the Engineer, to determine the compactibility of the mix design. Page -SP -l7 Revision Date: May 19, 1997 5-04 Asphalt Concrete Pavement 5-04 Asphalt l:oncrete Pavement Compactibility shall be evaluated as the ability of the mix to attain a ig yen quality level corresponding to a pay factor of 1.00 or greater referenced to the specified minimum density (9U percent of the reference maximum density Method -OS). If a compaction test section is requested, a Companion pay factor of 1.00 shall apply until compatibility is proven. Following determination of compactibility. the Contractor is responsible for the control of the compaction effort. If the Contractor does not request a test section, the mix will be considered compactible. Asphalt Concrete Classes A. B. E, F, and G constructed under conditions other than listed above shall be compacted on the basis of a test point evaluation of the compaction train._ The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. Asphalt Concrete Class D and preleveling mix shall be compacted to the satisfaction of the Engineer. In addition to the randomly selected locations for tests of the density, the Engineer . may also isolate from a normal lot any area that is suspected of, being defective in relative density. Such isolated material will' not include an original sample location A minimum of three S randomly located density tests will be taken. The isolated area will then be evaluated for price adjustment in accordance with this ' n, considering it as a separate -sublod". SECTION 5-04.5 IS REVISED AS FOLLOWS: 5-04.5 Payment (RC) "Mist and/or Driveway Asphalt Conc. Appreach CI. _ ", per ton. This item, when included in the contract, includes asphalt paving for areas such as driveways and traffic islands that are not part of other paving work. 'lob Mix Ca t:, as Wise Ui s " M. Ga .».Won• ace Me* AdWam` GalGULJ&9d-" SECTION 5- 04.5(1) QUALITY ASSURANCE PRICE ADJUSTMENTS IS DELETED. SECTION S-N 5(1)A IS DELETED AND REPLACED WITH THE FOLLOWING: 5- 04.5(1)A Price Adjustments for Quality of AC Mix (RC) Nonstatistical Acceptance -Each lot of asphak concrete pavement produced and having all constituents falling within the bits of the job mix formula shall be accepted at the unit contract price. N the constituents of the mix fall outside the limits of the lob mix formula, the mix shall not be accepted (see Section S- 043(8) Rejection of Mixture). SECUON S- 04.5(1)B IS REVISED AND SUPPLEMENTED AS FOLLOWS: 5-04.5(1)B Price Adjustments for Quality AC Compaction j%Q For each sublot aWwoa consivi let, Factor determined based on the relative density following table lists the Compaction Pay a Compaction Pia will be of the tests. The Factors and their associated relative density. as of CWASZ, dw Relative Density Compaction Pay Factor (average of three tests) 292.0 1.00 91.5 0.99 91.0 0.95 90.5 0.91 90.0 0.85 89.5 0.80 89.0 0.75 C u Page-SP -28 Revision Date. May 19, 1997 iJ Lj t 11 0 6-12 Rockeries Division 6 Structures SECTION 6-12 IS A NEW SEC77ON 6-12 Rockeries 6-12.1 Description (RC) The work described in this section regardless of the type of materials encountered includes the excavation and shaping of the cut or fill slopes and furnishing and constrtuting rockeries /rock retaining wall where shown on the plans or where directed by the engineer. 6-12.2 Materials (RC) Rock walls shall be formed of larger pieces of quarried basalt, andesite or other igneous rock. Individual piece s of rock shall be sound and resistant to weathering. When broken into pieces weighing 50 to 150 grams and tested for soundness with sodium sulphate in accordance with aashto t104, the loss through a one - inch sieve after 6 cycles shall not exceed 35% by weight. The rock material shall be as nearly rectangular as possible so as to afford the minimum amount of void space between the blocks. No stone shall be used which does not extend through the wall. The rock material shall be hard, sound, durable and free from weathered portions seams, cracks and other defects. The rock density shall be a minimum of 160 pounds per cubic foot The source of supply and representative samples of the material shall be approved by the engineer before delivery to the site. The rock walls shall be constructed of one -man rocks, (85 to 300 pounds) each 10- in its least dimension; two-nun rocks, (300 to 600 pounds) each 13- in its least dimension; three-man rocks (800 to 1,200 pounds) each 16- in its least dimension; four -man rocks (1,500 to 2,200 pounds) each 18- in its least dimension. The rocks shall range uniformly in size for each classification specifies. The four -man rocks shall only be used for the first course of rock in walls over 6 feet in beight. 6 -12.3 Construction Requirements (RC) 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 U-l�. t�1lMLI Bey 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 moved between the two. After setting a course of rock, all voids between the rocks shall be chinked on the back with ouarry rock to eliminate any void sufficient to pass a 2 inch square probe. 6- 12.3.1 Rockets Backftll (RC) The wall backfill shall consist of 1 -1/2 inch 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 jtl 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 (RC) . A 4 inch diameter perforated pvc pipe shall be placed as a footing drain behind the rockeries as shown in the standard plans, and connected to the storm drainage system where shown. 6- 12.3.3 Rejection Of Material (RC) 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 reiected material will be removed from the construction site and any rejected work shall be repaired or replaced at no additional cost to the owner. 6-12A Measurement (RC) 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 (RC) Pavmew will be made under the item -rock retaining wall' per square yard. The unit price per square yard shall be fall cornperesation for the rockery /rock retaining wall in place and shall include all work materials and equipment required to complete the installation, including drainage pipe and all other items. Page -SP -29 Revision Date: May 19, 1997 7 -01 Drains 7-04 Storm Sewers Division 7 Corrugated Polyethylene Culvert Pipe 9-05.19 Where steel or aluminum are referred to in this Section in Drainage Structures, Storm Sewers, regard to a kind of culvert pipe, pipe arch, or end sections, it shall Sanitary Sewers Water Mains, and be understood that Steel is zinc coated with Asphalt Treatment I (galvanized) or aluminum coated (aluminized) corrugated iron or Conduits steel, and aluminum is corrugated aluminum alloy as specked 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 7 -01 Drains also made to PVC. SECTION 7- 01.21S REVISED AS FOLLOWS: 7 -03 Structural Plate Pipe, Pipe Arch, Arch, 7 -01.2 Materials RC and Underpass Drain pipes may be concrete, zinc coated (galvanized) Asphalt Treatment I or aluminum coated (aluminized) corrugated iron or SECTION 7 -03.2 IS REVISED AS FOLLOWS. steel with Asphalt Treatment 1, corrugated aluminum alloy, polyvinyl chloride (PVC), or corrugated polyethylene (PE) at the 7 -03.2 Materials (RC) option of the Contractor unless the Plans specify the type to be Materials shall meet the requirements of the following 3 used. sections: SECTION 7 -01.3 IS REVISED AS FOLLOWS: Concrete Class 3000 602 Corrugated Steel Asphalt Treatment I 9- 05.6(8) 7 -01.3 Construction Requirements Corrugated Aluminum 9-05.6(8) PVC drain pipe shall be jointed with a bell and spigot joint Reinforcing Steel 9-07 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 SEC77ON 7 -03.5 IS REVISED AS FOLLOWS: jointed with snap -on, screw -on, or wrapamund coupling bands as recommended by the manufacturer of the tubing. 7-03.5 Payment REC PVC utderdrain pipe shall be jointed using either the flexible Payer will be made in accordance with Section 1 -04.1, for elastomeric seal as described in Section 9-04.8 or solvent cement as each of the following bid items that are included in the proposal: described in Section 9-04.9, at the option of the Contractor unless "St. Str. Plate Pipe Gage In. Diem. ,per linear otherwise specified in the Plans. The bell shall be laid upstream. foot with A Treatment I. PE or ABS drainage tubing underdrain pipe shall be jointed with `�• Str. Plate Pipe Arch Gage Ft. In. Span ", r. Plate snap -on, screw -on. or wraparound coupling bands. as per linear foot with Asphalt Treatment I. recommended by the manufacturer of the tubing. "St. Str. Plate Arch Gage Ft. In. Span ". per SECTION 7 -01.4 IS SUPPLEMENTED ADDING THE linear foot with Asphalt Treatment I. FOLLOWING: "Structure Excavation Class B ", per cubic yard. "Structure Excavation Class B Incl. Haul ". per cubic yard. 7 -01.4 Measurement (RC) If no bid item for Structure Excavation Class A or Structure When the contract does not include "structure excavation Excavation Class B, including haul, is included in the schedule of i Class B" or 'Structure excavation Class B including haul' as a pay prices then the work will be considered incidental and its cost item all costs associated with these items shall be included in other should be included in the cost of the pipe. "Shoring or Extra contract pay items. Excavation Class B ". If it is not in the contract, that it shall be incidental. I 7 -02 Culverts 7-04 Storm Sewers SECUON 7-02.2 IS REVISED AND SUPPLEMENTED AS SECTTON 7-04.2 IS REVISED AS FOLLOWS: FOLLOWS: 7-02.2 Materials (R � 7-04.2 Materials Q Materials shall meet the requirements of the following Where steel or aluminum are referred to in this Section in regard to a kind of storm sewer pipe, it shall be understood that sections. Plain Concrete Culvert Pipe 9- 05.3(1) steel is zinc coated (galvanized), Asphalt Treatment I Coated of Reinforced Concrete Culvert Pipe 9- 05.3(2) corrugated iron or steel and aluminum is corrugated aluminum alloy as specified in Sections ... Beveled Concrete End Sections 9- 05.3(3) Steel Culvert Pipe and Pipe Arch, Asphalt Treatment 1 9 -05.4 9-05.4 and 9 -05.5. Steel Nestable Pipe and Pipe Arch, Asphalt Treatment I 9-05.4(8) Steel End Sections, Asphalt Treatment 1 9 -05.4(9) Aluminum Culvert Pipe 9-05.5 Aluminum End Sections 9 -05.5(6) Solid Wall PVC Culvert Pipe 9- 05.12(1) Profile Wall PVC Culvert Pipe 9 -05.12(2) Page -SP -30 Revision Date: May 19, 1997 1 7-05 Manholes, Inlets, and Catch Basins 7 -05 . Manholes, Inlets, and Catch Basins 1 0 I 1 7 -04.3 Construction Requirements SECTION 7- 04.3(1)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7- 04.3(1)B Pipe Bedding C Pine 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 death of 6" over and 6" under the exterior walls of the 1!04 7- 04.3(2) Laying Storm Sewer Pipe SECTION 7- 04.3(2)A IS REVISED AS FOLLOWS: 7- 04.3(2)A Survey Line and Grade (RC) Survey line and grade will be provided by the Engineer or contractor in a manner consistent with accepted practices and these specifications. SECTION 7-04.3(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7- 04.3(2)G Storm Sewer Line Connections Rg All connections not occurring at a manhole or catch basin shall be done utilizing pre - manufactured tee connectors or pipe sections approved by the Engineer. Any other method or materials proposed for use in making connections shall be subied to approval by the Engineer. SECTION 7-04.4 IS REVISED AS FOLLOWS. 7-04.4 Measurement Rte' 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 to center of manhole or from the center of catch basin to center of catch basins and similar type structures. SECTION 7-04.5 IS SUPPLEMENTED AND REVISED AS FOLLOWS. 7-04.5 Payment RG 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 adiustment 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 M 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. 7 -05 Manholes, Inlets, and Catch Basins SECTION 7 -05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7 -05.3 Construction Requirements_R 'Z All manholes shall have eccentric cones and shall have ladders. SECTION 7- 05.3(1) IS REVISED AND SUPPLEMENTED AS FOLLOWS. 7 -05.3(1) Adjusting Manholes and Catch Basins to Grade (RC) 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. In unpaved streets: Manholes, catch basins and similar structures in areas to be surfaced with crushed rock or gravel shall be constructed to a point approximately eight inches below the subgrade and covered with a temporary wood cover. Existing manholes shall be cut off and covered in a similar manner. The contractor shall carefully reference each manhole so that they may be easily found upon completion of the street work. After placing the gravel or crushed stone surfacing, the manholes and manhole castings shall be constructed to the finished grade of the roadway surface. Excavation necessary for bringing manholes to grade shall center about the manhole and be held to the minimum area necessary. At the completion of the manhole adiustmeat the void around the manhole shall be backfilled with materials which resuh in the section required on the typical road way section, and be thoroughly compacted. In cement concrete pavement: Manholes, catch basins and similar structures shall be constructed and adiusted in the same manuher as outlined above except that the final adiusunent 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 previous Y1 established by the contractor. The pavement shag be cut in a restricted area and base material be removed to permit removal of the cover. The manhole shall then be brought to proper grade utilizing the same methods of construction as for the manhole itself. The cast iron frame shall be placed on the concrete blocks and wedged up to the desired grade The asphalt «fie 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 phi 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 Page -SP -3l Revision Date: May 19, 1997 7 -08 General Pipe Installation Requirements 7 -08 General Pipe Installation Requirements 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 adiusted to grade in the same manner as for manholes. Valve box castinim Adjustments of valve box castings shall be made in the same manner as for manholes. SECTION 7- 05.3(1) IS REVISED AS FOLLOWS_ 7 -05.3(2) Abandon Existing Manholes (RC) Where it is required that an existing manhole be abandoned, the structure shall be broken down to a depth of at lean 4 feet below the revised surface elevation, all connections plugged, the manhole base shall be fractured to prevent standing water, and the manhole filled with sand and compacted to 90 percent density as specified in Section 2- 03.3(14)C. Debris resulting from breaking the upper part of the manhole may be mixed with the sand subject to the approval of the Engineer. The ring and cover shall be salvaged and all other surplus material disposed of. SECTION 7 -05.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7 -05.3(3) Connections to Existing Manholes 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 regrout the opening in a workmanlike manner. -Where directed by the engineer or where shown on the plans, additional structure channelirng will be required. A 'Connection to existing' item will be allowed at any connection of a new litre to an existing structure, or the connection of a new structure to a existing line. No "connection to existing' will be accepted at the location of new installation, relocation and adjustment of line manholes, catch basins or curb inlets. Any damage to existing pipe or structure that is to remain in place resulting from the Contractor's operations shall be repaired or replaced at his own expense. The unit bid price per each shall be full compensation for all labor, materials and equipment required. SECTION 7 -05.4 IS REVISED AS FOLLOWS. 7-05.4 Measurement (RC) Manholes will be measured per each. Measurement of manhole heights for payment purposes will be the distance from finished rim elevation to the invert of the lowest outlet pipe. Adiustments 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 furthur compensation shall be made. Adjustment of existing structures and miscelanteous items such as valve boxes shall be measured by ' Adiust Existing per each which shall be full pay for all labor and materials including all concrete for the completed adiustment 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. SECTION 7 -05.5 IS REVISED AND SUPPLEMENTED AS FOLLOWS: 7 -05.5 Payment&R "AdiustA4anbele Existing ," per each. 'Ilse unit contract price per each for 'Adjust Existing " shall be full pay for all costs necessary to make the adjustment including restoration of adjecent areas in a manner acceptable to the Engineer. 'Structure Excavation Class B ", per cubic yard. "Structure Excavation Class B Incl. Haul', per cubic yard. Structure excavation for concrete inlets and area inlets is considered incidental to the cost of the inlets and shall be inchtded in the emit contract price for the concrete inlet and the area inlet. If no bid item for Structure Excavation Class A or Structure Excavation Class B is inchded in the schedule of prices then the work will be considered incidental and its cost should be incl»ded 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 SECTION 7- 08.3(1)C SUPPLEMENTED AS FOLLOWS 748.3(1)C Pipe Zone Bedding RAC (SA) Hand compaction of the bedding materials under the pipe haunches will be required Hand compaction shall be accomplished by using a suitable tamping tool to firmly tamp bedding material under the haunches of the pipe. Care shall be taken to avoid displacement of the pipe during the compaction effort. Pipe bedding shall be considered incidental to the pipe and no further compensation shall be made. SECTION 7- 08.3(2)E IS SUPPLEMENTED AS FOLLOWS 7-08.3(2)E Rubber Gasketed JointsTCJ In laying pipe with tubber gaskets, the pipe shall be handled carefully to avoid knocking the gasket out of position or contaminating it with foreign material. Any gasket so disturbed shall be removed, cleaned, relubricated if required, and replaced before joining the sections. The pipe shall be properly aligned before joints are forced home. Sufficient pressure shall be applied in making the joint to ensure that the joint is home, as defined in the standard installation instructions provided by the pipe manufacturer. The Contractor may use any method acceptable to the Engineer for pulling the pipe together, except that driving or ramming by hand or machinery will not be permitted. Any pipe damaged during joining and joint Page -SP -32 Revision Date: Mali 19, 1997 F tj ' 7 -08 General Pipe Installation Requirements 7 -08 General Pipe Installation Requirements �L II L, J i IJ tightening shall be removed and replaced at no expense to the Contracting Agency. 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. Care shall be taken to properly align the pipe before joints are entirely forced home. During insertion of the tongue or spigot, the pipe shall be partially supported by hand, sling or crane to minimize unequal lateral pressure on the gasket and to maintain concentricity until the gasket is properly positioned. Since most gasketed joints tend to creep apart when the end of the pipe is deflected and straightened, such movement shall be held to a minimum once the joint is home. SECTION 7 -08.3(2)./ IS AN ADDED NEW SEC770N: 7- 08.3(2)J Placing PVC Pipe 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 V below the bottom of the pipe to ti' above the top of the pipe. When it is necessary to connect to a structure with a mudded joint a rubber gasketed concrete adapterr ollar will be used at the point of connection. 7- 08.3(2)A Survey Line and Grade Survey line and grade control shall be provided in accordance with Sections 1 -05.4, 1 -05.5 and 1 -11 �%%bs will be pwxided by the Engines: -in a manner consistent with accepted practices. The Contractor shalt 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. chocked -ad SEC77ON 7 -08.3(2)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7- M.3(2)B Pipe Laying (RQ 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 pipes) is of a larger size pipe(s) shall be laid by matching the (eight- tenths) flow elevation unless otherwise approved by the Engineer. All pipe fittings etc. shall be carefully handled and protected against damage impact shocks and free fall. All pipe handling equipment shall be acceptable to the ENGINEER. Pipe shall not be placed directly on rough ground but shall be supported to a manner which will protect the pipe against injury whenever stored It the trench site or elsewhere. No pipe shall be installed where the lining or coating show defects that may be harmful as determined by the ENGINEER. Such damaged lining or coating shall be repaired or a new undamaged pipe shall be furnished and installed. The CONTRACTOR shall inspect each pipe and fitting prior to installation to insure that there are not damaged portions of the pipe Any defective damaged or unsound pipe shall be repaired or replaced All foreign matter or dirt shall be removed from the interior of the pipe before lowering into position in the trench. Pine 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 rams 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. SECTION 7 -08.3(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7- 08.3(2)G Sewer Line Connections (RC) Unless otherwise approved by the Engineer, all connections of lateral sewers to existing mains shall be made through a cast iron saddle secured to the sewer train with stainless steel bands. When the existing main is constructed of vitrified clay, plain or reinforced concrete cast or ductile iron pipe, the existing main shall be core drilled. Connections (unless booted connections have been provided fob to existing concrete manholes shall be core - drilled, and shall have an 'O' ring rubber gasket meeting AS"TM C-478 in a manhole coupling equal to the Johns - Manville Asbestos- Cement collar, or on a conical type flexible seal equal to kore -N -Seal. PVC pipe connection shall consist of tee, nipple and couplers as approved by the Engineer. SECTION 7-08.4 IS REVISED AND SUPPLEMENTED AS FOLLOWS 7-08.4 Measurement (SA) Gravel backfill for foundations, or gravel backf ll for pipe zone bedding when used for foundations, shall be «rcasured by the cubic yard, including haul, as specified in 2-09., or by the TON. Concrete for plugging existing pipes will be measured by the cubic yard for the volume which would be required to completely fell the pipe for a distance of two diameters. Computation for corrugated metal pipes will be based on the nominal diameter. Excavation of the trench will be measured as structure excavation Class B or structure excavation Class B including haul, by the cubic yard as specified in Section 2-09. Whet excavation below grade is necessary, excavation will be measured to the limits ordered by the Engineer. Embankment construction before culvert placement under the applicable provisions of Section 7 -08.3(1)A will be measured in accordance with Section 2 -03. Shoring or extra excavation class B will be treasured as specified in Section 2 -09.4. Page -SP -33 Revision Date: May 19, 1997 7 -10 Trench Exc., Bedding, and Backfill for Water Mains 7 -11 Pipe Installation for Water Mains SECTION 7 -08.5 IS REVISED AND SUPPLEMENTED AS FOLLOWS. 7-08.5 Payment 1(SA) Payment will be made in accordance with Section 1-04.1 for each of the following bid items that are included in the proposal: "Gravel Backfill for Foundations ", per cubic yard, or Ton. "Gravel Backfill for Pipe Zone Bedding ", per cubic yard, or Ton. "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 dewaterinp and balling shall be incidental to pipe installation and no further compensation shall be made. "Shoring or Extra Excavation Class B ", per square foot. If this pay item is not in the contract, then it shall be incidental. 7 -10 1Yench Exc., Bedding, and Backfill for Water Mains SECTION 7 -10.4 IS REVISED AS FOLLOWS. 7 -10.4 Measurement,SR j Measurement of bank ram gravel for trench backfill will be by the cubic yard measured by the calculation of neat lines based on maximum trench width per Section 2-09.4 or the ton, in accordance with Section 1-09. 7 -10.5 IS REVISED AND SUPPLEMENTED AS FOLLOWS. 7 -10.5 Payment C cubic 3ftr4• r Payment for 'removal and replacement of unsuitable material' will be considered incidental to or calculated under other bid items and no further compensation will be made. 4. "Bank Run:Gnvel for Trench Backfill ", per cubic yard or. ton. The unit contract price per cubic yard or ton for "Bank Run Gravel for Trench Backfill" shall be full pay for all work to furnish,+ place, and compact the material in the trench. Also included in the unit contract price is the disposal of excess and unusable material excavated from the trench. 6. "Foundation Material' , per ton or cubic yard. Payment at the unit contract price for 'foundation material" shall be full compensation for excavating and disposing of the unsuitable material and replacing with the appropriate foundation material per Section 9- 30.7B(1). 7 -11 Pipe Installation for Water Mains 7 -11.3 Construction Details (RC) 7- 11.3(4) Laying of Pipe on Curves SECTION 7- 11.3(4)A HAS BEEN REVISED AS FOLLOWS: 7- 11.3(4)A Ductile Iron Pipe XQ Long radius (500feet or more) curves, either horizontal or vertical, may be laid with standard pipe by-deflecting the joints. If the pipe is shown curved in the Plans and no special finings are shown, the Contractor can assume that the carves can be made by deflecting the joints with standard lengths of pipe. If shorter lengths are required, the Plans will indicate maximum lengths that can be used. The amount of deflection at each pipe joint when pipe is laid on a horizontal or vertical curve shall not exceed one half of the manufacturer's printed recommended deflexions. SECTION 7- 11.3(4)B IS SUPPLEMENTED AS FOLLOWS 7- 11.3(4)B Polyvinyl Chloride (PVC) Pipe (4 inches and Over) Polyvinyl Chloride (PVC) Pipe shall not be used for water mains and appurtenances. _THE TITLE AND TEXT OF SECTION 7- 11.30 HAS BEEN REVISED AS FOLLOWS. 7- 11.30 Laying Ductile Iron Pipe and Fittings with Polyethylene Encasement ( C) tThe Contractor shall lay ductile iron pipe with a polyethylene utcasement. Pipe and polyethylene encasement shall be installed in accordance with AWWA C105. The polyethylene encasement shall also be installed on all appurtenances such as pipe laterals, couplings, fittings, and valves with 8 mil. polyethylene plastic in accordance with Section 4-5 of ANSI 21.5 or AWWA C105. The polyethylene wrap shall be tube type and black color. Any damage that occurs to the wrap shall be repaired in accordance with ANSI/AWWA C105/A21.5 -93. Installation of the polyethylene encasement shall be considered incidental to the installation of the pipe and no additional payment shall be allowed. 7- 11.3(7)A AND 7- 11.3(7)B HAVE BEEN DELETED AND REPLACED BY THE FOLLOWING 7- 11.3(7) Laying Steel Pipe C Steel pipe shall not be used. SECTION 7- 11.3(9)A IS REVISED AND SUPPLEMENTED AS FOLLOWS. 7- 11.3(9)A Connections to Existing Mains (RC) The Contractor may be required to perform the connection during times other than normal working hours. The Contractor shall not operate any valves on the existing system wit00 -Rm i& . Water system personnel will operate Ill valves on the existing system for the contractor when recuired. No work shall be performed on the connexions unless a representative of the water department is present to inspect the work. When not stated otherwise in the special provisions or on the Dian all connections to existine water mains will be done by City forces as provided below: City Installed connections: Page -SP -34 Revision Date. May 19, 1997 t t 1�' I�1 u 1 1 11, 7 -11 Pipe Installation for Water Mains . 7 -11 Pipe Installation for Water Mains Connections to existing piping and tie -ins are indicated on the drawings. The contractor must verify all existing piping, dimensions, and elevations to assure proper fit. Connections to the existing water main shall not be made without fast making the necessary arrangements with the Engineer in advance. A two-week advance notice shall be required for each connection which requires a cutting of the existing water mains or a shut -down of the existing water mains. Mn City reserves the right to re- schedule the connection if the work area is not ready at the scheduled time for the connection. Work shall not be started until all the materials, equipment and labor necessary to properly complete the work are assembled on site. The Contractor shall provide all saw-cutting, removal and disposal of existing surface improvements excavation, haul and disposal of unsuitable materials, shoring, de- watering, foundation material, at the connection areas before the scheduled time for the connection by the City. The Contractor shall provide all materials necessary to install all connections as indicated on the construction plans including but not limited to the required fittings, couplings, pipe spools, shackle materials to complete the connections. The Contractor shall provide and install concrete blocking, polywrap the piping at the connections backfill and surface restoration at the locations shown on the plans for the connections to the existing water mains. The City will cut the existing main and assemble all materials. SECT70N 7- 11.3(11) IS SUPPLEMENTED AND REVISED AS _ FOLLOWS. 7- 11.3(11) Hydrostatic Pressure Test (RC) A hydrant meter and a back flow prevention device will be used when drawing water from the City system. These maY be obtained from the City by completing the required forms and making required security deposits There will be a charge for the water used. Before applying the specified test pressure, air shall be expelled completely from the pipe valves and hydrants. If perm"rrnt sir vents are not located at all high points, the contractor shall install corporation cocks at such points so that the air can be expelled as the line is filled with water. After all the air has been expelled the corporation cocks shall be closed and the test pressure applied At the conclusion of the pressure test, the corporation cocks shall be removed and plugged. The mains shall be filled with water and allowed to stand under pressure for a minimum of 24 hours to allow the escape of air and allow the lining of the pipe to absorb water. The State will furnish the water necessary to fill the pipelines for testing purposes at a time of day when sufficient quantities of water are available for normal system operation. The test shall be accomplished by pumping the main up to the required pressure, stopping the pump for a minimum of two hours, and then pumping the main up to the test pressure again. During the test, the Section being tested shall be observed to detect any visible leakage. A clean container shall be used for holding water for pumping up pressure on the main being tested. This makeup water shall be sterilized by the addition of chlorine to a concentration of 50 mg/l. The quantity of water required to restore the pressure shall be accurately determined by either 1) pumping from an open container of suitable size such that accurate volume measurements can be made by the Owner or, 2) by pumping through a positive displacement water meter with a sweep unit pumping through a positive displacement water meter with a sweep unit hand registering 1 gallon per revolution. The meter shall be approved by the Engineer. Acceptability of the test will be determined as follows: Acceptability of the test will be determined by two factors, as follows: 1. The quantity of water lost from the main shall not exceed the number of gallons per hour as listed in the following table. 2. The loss in pressure shall not exceed 5 psi during the 2 hour test period. All water used to perform hydrostatic pressure shall 6e charged a usage fee. Allowable leakage per 1000 ft. of pipeline*-- in GPH *If the pipeline under test contains sections of various diameters the allowable leakage will be the sum of the cOtputed leakage for each size. For those diameters or pressures not listed, the formula below shall be used: The quantity of water lost from the main shall not exceed the number of gallons per hour as determined by the formula L=NDNFP 7400 in which 1, = Allowable leakage, gallons/hour N = No. of joints in the length of pipeline tested D = Nominal diameter of the pipe in inches P = Average test pressure during the leakage test, psi SEC77ON 7- 11.3(12)A SHALL BE REVISED AND SUPPLEMENTED AS FOLLOWS. 7- 11.3(12)A Flushing and "Poly - pigging "(RQ Sections of pipe to be disinfected shall first be pigged to remove any solids or contaminated material that may have become lodged in the pipe. If at &bee mftiu the main cannot be "poly- pigged', then a tap shall be provided large enough to develop a velocity of at hest 2.5 fps in the main. The "Poly -pig' shall be equal to Girard Industries Swab-AS, 2]b/cu-ft 21b /cu-ft density foam with 90A durometer urethane rubber coating on the rear of the 'Poly -Pig' only. The 'PoIY -peg shall be cylinder shaped with bullet nose or squared end. pipe, Aushing be I--- Dechlorination of all water used for disinfection shall be accomplished in accordance with the City's standard detail. Water containing chlorine residual in excess of that carried in the existin g water system shall not be disposed into the storm drainage system or any water way. Page -SP -35 ' Revision Date: May 19, 1997 Nominal Pipe Diameter in inches PSI 6' 8' 10' 12" 16" 20" 24' 450 0_95 1.27 1.59 1.91 2.55 3.18 3_82 400 0_90 1.20 1.50 1_80 2.40 3_00 3_60 350 0_84 1.12 1.40 1.69 2_25 2.81 3.37 275 0.75 1_00 1.24 1.49 1_99 2.49 2_99 250 0.71 0_95 1.19 1.42 1_90 2.37 2_85 225 0_68 0_90 1.13 1.35 1_80 2_25 2.70 200 0.64 0.85 1.06 1.28 1.70 2.12 2.55 *If the pipeline under test contains sections of various diameters the allowable leakage will be the sum of the cOtputed leakage for each size. For those diameters or pressures not listed, the formula below shall be used: The quantity of water lost from the main shall not exceed the number of gallons per hour as determined by the formula L=NDNFP 7400 in which 1, = Allowable leakage, gallons/hour N = No. of joints in the length of pipeline tested D = Nominal diameter of the pipe in inches P = Average test pressure during the leakage test, psi SEC77ON 7- 11.3(12)A SHALL BE REVISED AND SUPPLEMENTED AS FOLLOWS. 7- 11.3(12)A Flushing and "Poly - pigging "(RQ Sections of pipe to be disinfected shall first be pigged to remove any solids or contaminated material that may have become lodged in the pipe. If at &bee mftiu the main cannot be "poly- pigged', then a tap shall be provided large enough to develop a velocity of at hest 2.5 fps in the main. The "Poly -pig' shall be equal to Girard Industries Swab-AS, 2]b/cu-ft 21b /cu-ft density foam with 90A durometer urethane rubber coating on the rear of the 'Poly -Pig' only. The 'PoIY -peg shall be cylinder shaped with bullet nose or squared end. pipe, Aushing be I--- Dechlorination of all water used for disinfection shall be accomplished in accordance with the City's standard detail. Water containing chlorine residual in excess of that carried in the existin g water system shall not be disposed into the storm drainage system or any water way. Page -SP -35 ' Revision Date: May 19, 1997 7 -11 Pipe Installation for Water Mains 7 -11 Pipe Installation for Water Mains ' SECTION 7- 11.3(12)D HAS BEEN DELETED AND REPLACED WITH 7- 11.3(12)D Dry Calcium Hypochlorite (RC) Dry calcium hypochlorite shall not be placed in the pipe as laid. SECTION 7- 11.3(12)K HAS BEEN REVISED AS FOLLOWS: 7- 11.3(12)K Retention Period (RCY Treated water shall be retained in the pipe at least 24 hours but no long than 48 hours. After this period, the chlorine residual at pipe extremities and at other representative points shall be at least 25 mg/l. SECTION 7- 11.3(12)N HAS BEEN REVISED AS FOLLOWS. 7- 11.3(12)N Final Flushing and Testing (RC) Before placing the lines into service, a satisfactory report shall be received from the local or State health department or an approved testing lab on samples collected from representative points in the new system. Samples will be collected and bacteriological tests obtained by the Engineer. SECTION 7- 11.3(13) HAS BEEN SUPPLEMENTED BY ADDING THE FOLLOWING: 7- 11.3(13) Concrete-Thrust Blocking and Dead -Man Block (RC) Provide concrete blocking at an hydrants, fittings and horizontal or vertical angle points. Conform to The City of Renton standard details for general blocking. and vertical blocks herein. All fittings to be blocked shall be wrapped with 8 -mil polyethylene plastic. Concrete blocking shall be properly formed with plywood or other acceptable forming materials and shall not be poured around joints. The forms shall be stripped prior to backfilling. Joint restraint(shackle rods), where required, shall be installed in accordance with section 7- 11.3(15). Provide concrete dead -man blocks at locations shown on the plans. The dead -man block shall include reinforcing steels, shackle rods, installation and removal of formwork. Blocking shall be commercial concrete (hand mixed concrete is not allowed) and poured in place. SECTION 7-11.3(15) IS A NEW ADDMONAL SECTION,• 7-11.3(15) Joint Restraint Systems (RC) General: Where shown on the 'plans or in the specifications or required by the engineer, joint restraint system (shackle rods) shall be used. all joint restraint materials used shall be those manufactured by s tar national products, 1323 holly avenue PO box 258, Columbus Ohio 43216, unless an equal alternate is approved in writing by the en ineer. Materials: Steel types used shall be: High strength low -alloy steel(cor -ten); ASTM .A242, heat - treated, superstar 'SST' series. High strength low -alloy steel(cor -ten), ASTM A242, superstar "SS" series. Items to be galvanized are to meet the following requirements: ASTM A153 for galvanizing iron and steel hardware. ASTM A123 for galvanizing rolled, pressed and forged steel shapes. Joint restrainer system components: Tiebolt: ASTM A242, type 2, zinc plated or hot -dip galvanized. SST 7:5/8" for 2' and 3' mechanical ioints, 314" for 4' to 12' mechanical joints, ASTM A325, type 313, except tensile strength of full -body threaded section shall be increased to 40,000 lbs. minimum for 5/8' and 60,000 lbs. minimum for 3/4' by heat treating (quenching and tempering) to manufactures reheat and hardness specifications. SST 753: 3/4" for 14" to 24' mechanical joints. same ASTM specification as SST 7. SST 77: 3/4" same as SST 7, except l' eye for 7/8' rod. same ASTM specification as SST 7. Tienut: heavy hex nut for each tiebolt: SS8: 518' and 3/4', ASTM A563, grade C3, or zinc plated. S8: 5/8' and 3/4', ASTM A563, grade A, zinc plated or hot -dip galvanized I'wcoupling: used to extend continuous threaded rods and are provided with a center stop to aid installation, zinc plated or hot - dip galvanized. SS10: for 5/8' and 3/4' tierods, ASTM A563, grade C3. S10: for 518' and 3/4" tierods, ASTM A563, grade A. Tierod: continuous threaded rod for cutting to desired lengths, zinc plated or hot -dip galvanized. SS12: 5/8' and 3/4' diameter, ASTM A242, type 2; ANSI B 1.1. S12: 518' and 3/4' diameter, ASTM A36, A307. Tiewasher: round flat washers, zinc plated or hot -dip galvanized. SS17: ASTM A242, F436. S17: ANSI B18.22.1. Installation: Install the joint restraint system in accordance with the manufactures instructions so all joints are mechanically locked together to prevent joint separation. Tiebolts shall be installed to pull against the mechanical ioint body and not the MJ follower. Torque nuts at 75 -90 foot pounds for 3/4' nuts. Install tiecouplinits with both rods threaded equal distance into tiecouplinits. Arrange tierods symmetrically around the pipe. Pipe Diameter Number of 3/4" Tie Rods Required 4' .2 6' .2 8' .3 10'. ..4 12' .6 14' . ............................... ..8 16' ............ ............................... 8 18' ............ ............................... 8 20' .............. .............................10 24" .............. .............................14 30' ............ ............................... (16 -7/8 -rods) 36' ............ ............................... C24-7/8-rods) Where a manufactures mechanical ioint valve or f ttm' g is supplied with slots for "T' bolts instead of holes a flanged valve with a flange by mechanical ioint adapter shall be used instead, so as to provide adequate space for locating the tiebolts. Where a continuous run of pipe is required to be re_ strained, no run of restrained pipe shall be greater than 60 feet in length between fittings. Insert long body solid sleeves as required on longer runs to keep tierod lengths to the 60 foot maximum. Pipe used in continuously restrained runs shall be mechanical joint pipe and tiebolts shall be installed as rod guides at each joint. Page -SP -36 Revision Date. May 19, 1997 1 7 -12 Valves for Water Mains 7 -12 Valves for Water Mains 1 a Where poly wrapping is required all tiebolts, tienuts, tiecouplings, tierods, and tiewashers, shall be galvanized. All disturbed sections will be painted, to the inspectors satisfaction, with koppers bitomastic no. 300-m, or approved equal. _Where poly wrapping is not required all tiebolts, tienuts, tiecouplings, tierods and tiewashers may be galvanized as specified in the preceding paragraph or plain and painted in the entirety with koppers bitumastic no. 800-m, or approved equal. Tiebolts, tienuts, tiecouplings, tierods, and tiewashers shall be considered incidental to installation of the pipe and no additional payment shall be made. SECTION 7 -11.4 HAS BEEN SUPPLEMENTED AS FOLLOWS. 7 -11.4 Measurement (RC) Measurement for payment of concrete thrust blocking and dead -man blocks will be per cubic -yard when these items are included as separate pay items. If not included as separate pay items in the contract, then thrust blocking and dead -man blocks shall be considered incidental to the installation of the water main and no further compensation shall be made. Measurement for payment for connections to existing water mains will be per each for each connection to existing water main(s) as shown on the plant. SECTION 7 -II.5 HAS BEEN REVISED AS FOLLOWS. 7 -11.5 Payment (RC7 '_Pipe for Water Main and Fittings _In. Diam.', per lineal foot. The unit contract price per linear foot for each size and kind of '_Pipe for Water Main _In. Diam.' shall be full pay for all work to complete the installation of the water main including but not limited to trench excavating, bedding, laying and jointing pipe and fittings, backfilling, concrete thrust blocking, installation of polyethylene wrap, cleaning by poly -pigs, vertical crosses for insertion and removal of poly -pigs, temporary thrust blocks and blow -off assemblies, testing, flushing, disinfecting the pipeline, shackle rods, abandoning and capping existing water mains, removing miscellaneous pipes, removing and salvaging existing hydrant assemblies, and other appurtenances to be abandoned as shown on the plans, and cleanup. 'Concrete Thrust Blocking and Dead -Man Blocks', per cubic yard. The unit contract price bid for 'Caxme Thrust Blocking and Dead -Man Block' Shall be for the complete cost of labor, materials equipment for the- installation of the concrete thrust blocks and dead - man blocks, including but not limited to excavation dewatering haul and disposal of unsuitable materials, concrete reinforcing steel shackle rods and formwork. If this item is not included in the contract schedule of prices, then thrust blocking and dead -man blocks shall be considered incidental to the installation of the pipe and no further compensation shall be made. 'Connection to Existing Water Mains', per each. The unit contract price per each connection to existing water mains shall be for complete compensation for all equipment, labor, materials required for the connections to the existing water mains. 7 -12 Valves for Water Mains SECTION 7 -12.02 HAS BEEN REVISED AS FOLLOWS: SECTION 7- 12.3(1) HAS BEEN REVISED AS FOLLOWS: 7- 12.3(1) Installation of Valve Marker Post RAC Where required, a valve marker post shall be furnished and installed with each valve. Valve marker posts shall be placed at the edge of the right -of -way opposite the valve and be set with 18 inches of the post exposed above grade. She Posts rhall be Painted With wo SECTION 7- 12.3(2) IS A NEW SECTION: 7- 12.3(2) Adjust Existing Valve Box to GradeRC2 Valve boxes shall be adiusted to ¢fade in the same manner as for manholes, as detailed in Section 7 -05.3(1) of the Renton Standards. Valve box adiustments 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 (1R') below finished grade. SECTION 7 -12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7 -12.4 Measurement Aduustment of existing valve boxes to grade shall be measured W 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 incbnkd in this mea ,umment item. SECTION 7 -12.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 'Gate Valve from 4 inch to 10 inch in diameter and Valve Box,' per each. The unit contract price per each for the valve of the specified size shall be full pay for all labor, eguiptnetu and material to furnish and install the valve complete in place on the water main, including trenching jointing blocking of valve, painting, disinfecting hydrostatic testing cast -iron valve box and extensions as required valve nut extensions, adjustment to final grade. 12 inch Gate Valve and Concrete Vault,' per each. The unit contract price per each for the 12' gate valve assembly, shall be full pay for all labor, equipment and material to furnish and install the valve complete in place on the water main, including trenching ioining blocking of valve, by -pass assembly, cast -iron casting and cover, ladder rung concrete risers as required, adjustment to final grade. '16 inch and larger Butterfly Valve and Concrete Vault,' per each. Page -SP -37 Revision Date: May 19, 1997 7 -14 rants The unit contract price per each for the 16' and larger butterfly valve assembly, shall be full pay for all labor, equipment and material to furnish and install the valve complete in place on the water main including trenching jointing, blocking of valve, painting disinfecting hydrostatic testing concrete vault, cast -iron casting and cover, ladder, concrete risers as required„ adjustment to final grade. "Blow -off assembly,' per each. The unit contract price per each for each blow -off assembly shall be for all labor, equipment and material to complete the installation of the assembly per the City of Renton Water Standard Detail, latest revision. "Air- Release/Air- Vacuum Valve Assembly," per each. The unit contract price per for air - release/air- vacuum valve assembly shall be for all, labor, equipment and material to complete the installation of the assembly including but not limited to excavating tapping the main, laving and jointing; the pipe and fittings and appurtenances, backfilling, testing, flushing, and disinfection meter box and cover, at location shown on the plans, and per City of Renton Standard Detail, latest revision. 'Adiust Existing Valve Box to Grade (RC),' per each. The contract bid price for "Adiust 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 futher compensation shall be made- 7-14 Hydrants 7 -14.3 Construction Details C SECTION 7- 14.3(l) IS REVISED AND SUPPLEMENTED AS FOLLOWS. 7- 14.3(1) Setting Hydrants (R ) After all installation and testing is complete, the exposed portion of the hydrant shall be painted with e:wtwo field coats. The type and color of paint will be designated by the Engineer. Any hydrant not in service shall be identified by covering with a burlap or plastic bag approved by the Engineer. Hydrants shall be installed in accordance with AWWA specifications C600 -93, Sections 3.7 and 3.8.1 and the City of Renton standard details. Hydrant and guard hosts shall be painted in accordance with the water standard detail. Upon completion of the proiect all fire hydrants shall be painted to The City of Renton specifications and guard posts painted with two coats of preservative paint NO. 43-655 safety yellow or approved equal. Fire hydrants shall be of such length as to be suitable for installation with connections to 6", 8" AND 10" piping in trenches 3 - 1/2 feet deep unless otherwise specified. The hydrant shall be designed for a 4-1/2 foot burial where 12" and larger pipe is shown unless otherwise noted on the plan. Fire hydrant assembly shall include: cast -iron or ductile iron tee (M] x FL) 6" gate valve (FL x MJ), 6" DI spool (PE x PE), 5- 1/4" MVO fire hydrant (M] connection), 4" x 5' Stortz adapter, 7 -14 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). SECT70N 7- 14.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING. 7- 14.3(3) Resetting Existing Hydrants_RQ This work shall conform to Section 7- 14.3(1). All hydrants shall be rebuilt to the approval of the_Cityfor replaced with a new hydrant). All rubber gaskets shall be replaced with new gaskets of the tvpe rewired for a new installation of the same f�rlie. SECT70N 714.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7- 14.3(4) Moving Existing Hydrants _%Q C) All bvdrants shall be rebuilt to the approval of the U (or replaced with a new hydrant). All rubber gaskets shall be replaced with new Baskets of the type required for a new installation of the SEC77ON 7 -14.5 IS REVISED AS FOLLOWS: 7 -14.5 Payment RC Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the proposal: "Hydrant Assembly ", per each. The unit contract price per each for "Hydrant Assembly' shall be full pay for all work to furnish and install fire hydrant assemblies, including all costs for auxiliary gate valve, shackles. tie rods, concrete blocks. gravel. and painting and guard hosts required for the complete installation of the hydrant assembly as specified. The pipe connecting the hydrant to the main shall be considered incidental and no additional payment shall be made., excepthe P�pq Gamectiall the by-lFaut 1- ­11 be Paid to; "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. Now Pipe Faquo' AS MOW lQ ths 43'6100 Mal be paw-" 4W in Swim '1 1144. Guard posts, shown on the plans shall be incidental to the contract. "Moving Existing Hydrants'. per each. The unit contract price per each for "Moving Existing Hydrant" shall be full pay for all work to move the existing hydrant, including new tee. rebuilding (or replacement with a new hydrant), shackling. blocking. [minting, and guard posts and reconnecting to the main. The new pipe connecting the hydrant to the main shall be considered incidental and no additional payments shall be made New pipe for. hydam cowsaians will be paid4ff-as Guard posts shown on the plans shall be incidental to the contract. Page -SP -38 Revision Date: May 19, 1997 1 7 -15 Service Connections 7 -17 Sanitary Sewer. 1 t 1 � I 7 -15 Service Connections SECTION 7 -15.3 IS SUPPLEMENTED AS FOLLOWS: 7 -15.3 Construction Details (RC) Pipe materials used to extend or replace existing water service lines shall be copper. Where instalation is in existing paved streets, the service lines shall be installed by a trenchless percussion and impact method 00--honing). If the trenchless percussion and impact method fails, maular open trench methods may be used. SECTION 7 -15.5 IS SUPPLEMENTED AS FOLLOWS: 7 -15.5 Payment (RC) Payment will be made in accordance with Section 1 -04.1, for the following bid item when it is included in the proposal: "Service Connection _ In. Diam.', per each. The unit contract price per each for "Service Connection _ In. Diam." shall be full pay for all work to install the service connection, including but not limited to, excavating or (hoe- hogging), tapping the main, laying and jointing the pipe and fittings and appurtenances, backfrlling, testing, flushing, and disinfection of the service connection. 7 -17 Sanitary Sewers SECTION 7 -17.2 HAS BEEN REVISED AS FOLLOWS. 7 -17.2 Materials Q (SA) Pipe used for sanitary sewers may be. Rigid Flexible Concrete ABC compacke Vitr-ified -Clay PVC (Polyvinyl Chloride) Ductile Iron Materials shall meet the requirements of the following sections. Plain Concrete Storm Sewer Pipe 9 -05.7(1) Reinforced Concrete Storm Sewer Pipe 9-05.7(2) Vitrified Clay Sewer pips n AC Q PVC Sanitary Sewer Pipe 9- 05.12(1) Ductile Iron Sewer Pipe 9.05.13 All pipe shall be clearly marked with type, class, and thickness. Lettering shall be legible and permanent under normal conditions of handling and storage. SECTION 7- 17.3(l) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7- 17.3(1) Protection of Existing Sewerage Facilities When extending an existing sewer, the downstream system shall be protected from construction debris by placing a screen or trap in the first existing manhole downstream of the connection. It shall be the contractor's responsibility to maintain this screen or trap until the new system is placed in service and then to remove it. Any construction debris which enter the existing downstream system shall be removed by the contractor at his expense, and to the satisfaction of the Engineer. When the first manhole is set, it's outlet shall be plugged until acceptance by the Engineer. SECTION 7- 17.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING. 7- 17.3(2)H Television Inspection (RC) Once the television inspection has been completed the contractor shall submit To the Engineer the written reports of the inspection plus the video tapes. Said video tapes are to be in color and compatible with the City's viewing and recording systems. The City system accepts 1/2' wide high density VHS Tapes. The tapes will be run at standard speed SP (15 /161.P.S.). SECTION 7 -17.4 IS REVISED AND SUPPLEMENTED AS FOLLOWS. 7 -17.4 Measurement RTCZ The length of 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 to center of manhole or to the inside face of catch basins and similar type structures. The length of testing sewer pipe in conformance with Section 7- 17.3(2) will be the number of linear feet of completed installation actually tested. Measurement of 'Bank Run Gravel for Trench Backfill Sewer" will be determined by the cubic yard in place, measured by the neat line dimensions shown in the Plans, or by the Ton on truck tickets. SECTION 7 -17.5 IS REVISED AND SUPPLEMENTED AS FOLLOWS: 7 -17.5 Payment C Payment will be made in accordance with Section 1 -04.1, for each of the following bid items that are included in the proposal: "Plain Conc. ac—V4C -Sewer Pipe _ In. Diam. ", per linear foot. "Cl. _ Reinf. Conc. Sewer Pipe _ In. Diam.', per linear foot. "PVC Sanitary Sewer Pipe In. Diam.', per linear foot. "Ductile Iron Sewer Pipe In. Diam. ", per linear foot. *ADS Composise'Swam Skips a"kisa&U96 The unit contract price per linear foot for sewer pipe of the kind and size specified shall be full pay for furnishing, hauling, and assembling in place the completed installation including all wyes. tees, special fittings, joint materials, bedding material. and adjustment of inverts to manholes for the completion of the installation to the required lines and grades. "Testing Sewer Pipe ". per linear foot. The unit contract price per linear foot for "Testing Sewer Pipe" shall be full pry for all labor, muerial and equipmern required to conduct the leakage tests required in Section 7- 17.3(2). If no unit price for "Testing Sewer Pipe" is inchrded it shall be considered incidental to the pipe items. "Removal and Replacement of Unsuitable Material ". pei cubic yard. The unit contract price per cubic yard for "Removal anc Replacement of Unsuitable Material" shall be full pay for all wort to remove unsuitable material and replace and compact suitablt material as specified in Section 7 -08.3(1)A. "Bank Run Gravel for Trench Backfill Sewer ", per cubic yard. or Ton. The unit contract price per cubic yard. or Ton for "Bank Rot Gravel for Trench Backfill Sewer" shall be full pay for all work V furnish, place, and compact material in the trench. "Television Inspection ", per Lump Sum. ' Page -SP -39 Revision Date: May 19, 1997 8-09 Raised Pavement Markers Division 8 Miscellaneous Construction 8-09 Raised Pavement Markers SECTION 8-09.5 HAS BEEN REVISED AS FOLLOWS: 8-09.5 Payment (RC) (SA) Payment will be made for each of the following bid items that are included in the proposal: "Raised Pavement Marker Type 1 ", per eachhumkW. "Raised Pavement Marker Type 2 ", per eachbundnd. "Raised Pavement Marker Type 3- In. °, per eachhu ndrod. "Recessed Pavement Marker ". per eachlwadwd. The unit contract price per eachlad for "Raised Pavement Marker Type 1 ", "Raised Pavement Marker Type 2 ", and "Raised Pavement Marker Type 3- In." and "Recessed Pavement Marker "shall be full pay for all labor, materials, and equipment necessary for furnishing and installing the markers in accordance with these Specifications including all cost involved with traffic control unless traffic control is listed in the contract as a separate pay item. 8-10 Guide Posts 8-13 Monument Cases SECTION 8-13.1 IS REVISED AND SUPPLEMENTED AS FOLLOWS. 8-13.1 Description (RC) Ibis 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. SECTION 8-13.3 IS REVISED AND SUPPLEMENTED AS FOLLOWS: 8-13.3 Construction Requirements The monument will be furnished and set by the Engineer or the Contractor supplied surveyor. When existine monuments will be impacted by _a project, the Contractor shall be responsible for assuring that a registered surveyor references the existing monuments prior to mnstruction After construction is complete the monuments shall be re- established by the surveyor in accordance with RCW58.09.130. SECTION 8-13.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING. 8-13.4 Measurement All costs for surveying and resetting existing monuments impacted by contruction shall be considered incidental to the contract unless specifically called out to be paid as a bid item. b-14 l.emenl %. oncrete SECTION 8-13.5 IS SUPPLEMENTED BY ADDING 0 FOLLOWING: 8 -13.5 Payment 'Reset Existing Monument" per each. Resettine an existing monument impacted by construction sF be incidental unless included as a pay item in the Sebedu Prices_ 8-14 Cement Concrete Sidewalks SECTION 8- 14.3(4) IS SUPPL&WEN77M BY ADDING FOLLOWING: 8- 14.3(4) Curing (RC) The Contractor shall have readily available su la protective covering, such as waterproof paper or plastic membra to cover the pour of an entire day in the event of rain or unsuitable weather. The Contractor shall be responsible for barricadi patrollinz, or otherwise protectinp newly placed Damaged, vandalized, or unsightly concrete shall be remov replaced at the expense of the Contractor. SECTION 8 -14.4 IS SUPPLEMENTED BY ADDING T. FOLLOWING: 8-14.4 Measurement (RC) items. SECTION 8-14.5 IS SUPPLEMENTED BY ADDING 7 FOLLOWWG: 3 8-14.5 Payment (RC) Curb Ramp, Cement Concrete," per each. Payment for excavation of material not related t constriction of the sidewalk but necessary before the sidewa be placed, when and if shown in the Plant, will be made accordance with the provisions of Section 2-03. Otherwim Contractor shall make all excavations including haul and disM regardless of the depth required for constructing the sidewalk lines and grades shown, and shall include all costs thereof ir. unit contract price per square yard for "Cement Conc. Sid and the per each contract price for Curb Ramp, Cement ConcAl Page -SP-40 Revision Date. May 19, 1997 ' 8-17 Impact Attenuator Systems 8-20 Illumination, Traffic Signal Systems, and Electrical 1 H 1 8 -17 Impact Attenuator Systems THE STATE AMENDMENT TO SECTION 8-17 IS SUPPLEMENTED BY THE FOLLOWING. 8- 17.5_Payment_RC1 If no pay item is included for temporarey impact attenuators then all costs to provide and install shall be considered a part of the nav item for 'Traffic Control.' 8 -20 Illumination, Traffic Signal Systems, and Electrical 8-20.2 Materials SECTION 8- 20.2(1) HAS BEEN SUPPLEMENTED WITH THE FOLLOWING: 8- 20.2(1) Equipment List and Drawings (RC) The Contractor shall submit for approval six sets of shop drawings for each of the following types of standards called for on this project: 1. Light standards with or without pre - approved plans. 2. Signal standards with or without pre - approved plans. 3. Combination Signal and lighting standards. 4. Metal Strain Poles. for. ftpp;o;ral for. light standar4r, Gmfoming so the pm appr-oved plans 'good on the special pro i i The Contractor also shall submit either on the signal standard shop drawings or attached to the signal standard shop drawings all dimensions to clearly show the specific mast arm mounting height and signal tenon locations for each signal pole to be installed. SECTION 8- 20.3(2) HAS BEEN SUPPLEMENTED BY ADDING THE FOLLOWING: 8- 20.3(2) Excavating and BackfdlingSRQ The contractor shall supply trench within the unit widths and to the specified depths at the locations indicated on the contract plans or as directed by the engineer. The contractor shall have approved compaction equipment on site before beginning any excavation; compaction shall be performed at the time of the initial backfilling of the trench unless directed otherwise by the engineer. Trenching for conduit runs shall be done in a neat manner with the trench bottom graded to provide a uniform grade. No work shall be covered until it has been examined by the engineer. backfill material used for fill around and over this conduit system shall be free of rocks greater than two inches in diameter to a depth of six inches above the conduit. Trench within the roadway area shall use select trench backfill which shall consist of 5 /8th inch minus crushed surfacing top course or other material as indicated in the special provisions or schedule of prices and directed for use by the engineer. The source and quality of the material shall be subject to approval by the engineer. Trench backfill within the sidewalk area shall be made with acceptable materials from the excavation subject to the Engineer's approval of the material and shall be considered a necessary part and incidental to the excavation in accordance with the standard specifications. Unsuitable material shall be removed and backfill shall be select material approved by the Engineer. The City reserves the right to make additions or deletions to the trench which prove necessary for the completion of the project. The minimum width for the trench will be at the option of the contractor. Trench width will, however, be of sufficient size so that all of the necessary conduit can be installed within the depths specified while maintaining the minimum cover. Trench backfill material in roadway and sidewalk areas shall be compacted to 95% of the material's maximum density. ter Section 2- 03.3(14)D. SECTION 8- 20.3(4) HAS BEEN REVISED AS FOLLOWS. 8- 20.3(4) Foundations C Where obstructions prevent construction of planned foundations, the Contractor shall construct an effective foundation satisfactory to the Engineer. The contractor shall provide all material for and construct the foundations for and to the dimensions specified in table 1 below. The anchor bolts shall match that of the device to be installed thereon. All excess materials are to be removed from the foundation construction site and disposed of at the contractor's expanse. Concrete shall be placed against undisturbed earth if possible. Disturbed earth or backfill material shall be compacted to 95 Percent of the material's maximum density. Before placing the concrete the contractor shall block -out around any other undertrotrM utilities that lie in the excavated base so that the concrete will not adhere to the utility line. Concrete foundations shall be troweled, brushed, edged and finished in a workmanship- lice manner. Concrete shall be promptly cleaned from the exposed portion of the anchor bolts and conduit after placement. Foundation shall all be Class 3000 concrete. After the specified arrin¢ period. the contractor may install the applicable device thereon. Table 1 Type of device Dimensions Street Light Pole 4'D4= x 3' Sq or Dia. Signal Pole up to 40' mast arm 7'Deep x 3' Sq or Dia. Signal Controller See Detail Sheet Base All concrete foundations shall be constructed in the manner specified below: 1. Where sidewalk or raised islands are to be constructed as a part of this project, the top of the foundation shall be made flush with the top of the sidewalk or island. (See detail sheet 2 Where no sidewalks are to be installed, the grade for the top of the foundation shall be as specified by the engineer. (See detail sheet All concrete foundations shall be located as per stationing on the plans or as located by the engineer in the field. ' Page -SP-41 Revision Date: May 19, 1997 8-20 Illumination, Traffic Signal Systems, and Electrical 8-20 Illumination, Traffic Signal Systems, and Electrical SECTION 8- 20.3(5) IS REVISED AND SUPPLEMENTED AS Pull Wires Shall be installed. I FOLLOWS. 8-20.3(5) Conduit (RC) .6 All bond- With —A-- - as low than 'I Aw "a-ar, smWAded 3ecatiertas: i�erx. utilitiQa. slj�ioc. etoerl. If allowed in theillans or if obstructions are encountered in jacking or drilling operations, the Contractor will be allowed to install conduits by open trenching. Open trench construction shall conform to the following: 1. The pavement shall be sawcut a minimum of 3 inches deep. The cuts shall be parallel to each other and extend 2- fee t -one 1() foot beyond the edge of the trench. 2. Pavement shall be removed in an approved manner. 3. Trench depth shall provide 24 inches minimum cover over conduits below the roadbed, and 18 inches below finished grade in all other areas.. 5. Trenches located within paved roadway areas shall be restored r the Renton Standard Detail. the 6 vtr- fe{{ewr0 All conduit shall be rigid non - metallic unless noted otherwise in the Plans or Special Provisions. All conduit openings shall be fitted with approved bellends or Bushings. Wall thickness of conduit shall be consistent within continuous conduit runs with no mixing of different schedule types between terminations. The contractor shall provide and install all conduit and necessary finings at the locations noted on the plans. Conduit size shall be as indicated on the wiring and conduit schedule shown on plans. Conduit to be provided and installed shall be of the type indicated below: 1. Schedule 40 heavy wall p.v.c. Conforming to ASTM standards shall be used whenever the conduit is to be placed other than within the roadway area. 2. Schedule 80 extra heavy wall p.v.c. Conforming to ASTM standards shall be used when the conduit is to be placed within the roadway area. All joints shall be made with strict compliance to the manufacturer's recommendations regarding cement used and environmental conditions. SECTION 8- 20.3(6)IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.30 Junction Boxes The contractor shall provide and install iunction boxes of the and size at the locations specified in the plans and as per detail The inscription on the covers of all function boxes shall be as indicated below: 1. Street lighting only: "Lighting' 2. Signal only "Signals' 3. Traffic signal and street lighting: 'TS -LT' 4. Telemetry only 'Telemetry' Inscriptions on function boxes performing the same function, i.e. street lighting, traffic signal, or both, shall be consistent throughout the project. All iunction boxes shall be installed in conformance with provisions contained in the standard plans and detail sheets. The unit contract price per each for 'Type I' or 'Type II' junction box shall be full compensation for fiunishinz same and for all costs of labor, material, tools, and equipment necessary to provide and install the junction boxes including excavation, backtilling and compaction all in accordance with plans, specifications and detail sheets. All junction boxes shall have galvanized steel lids and frames. All junctim boxes and associated concrete pads shall be installed on compacted sub grade which shall include six inches of 5/ 8th -inch mints crushed surfacing top course material installed under and around the base of the junction box. Concrete shall be promptly cleaned from the junction box frame and lid. The unit contract prix per junction box shall inchde installation of 5/ 8th -inch minus crushed surfacing top cause and a 4' thick Class 'B' cement concrete pad enclosing the iunction box as per the plans. specifications and detail sheets. Installation of the crushed surfacing and the concrete pad shall be incidental to the unit price per iunction box and no further compensation will be made unless the contract includes separate pay items for 'crushed surfacing' and/or for 'concrete pad.' Page -SP-42 Revision Date. May I9, 1997 1 8-20 Illumination, Traffic Signal Systems, and Electrical 8-20 Illumination, Traffic Signal Systems, and Electrical 1 I 1 SEMON 8-20.3(9) IS REVISED AND SUPPLEMENTED AS FOLLOWS: 8- 20.3(9) Bonding, Grounding (RQ Identification of the equipment grounding conductor shall conform to all Code requirements. Grounding of conduit and neutral at the service point shall be accomplished as required under the Code. Grounding of the neutral shall be accomplished only at the service. a s49 mrla 9; All street light standards, signal poles and other standards on which electrical equipment is mounted shall be grounded to a copper clad metallic ground rod 518' in diameter x 8'0' in length complete with a //8 AWG bare copper bonding strap located in the nearest function box. All signal controller cabinets and signal /lighting service cabinets shall be grounded to a 5/8' in diameter x 8'0' in length copper clad metallic ground rod located in the nearest junction box with a bare copper bonding strap sized in accordance with the plans, specifications and applicable codes. Ground rods are considered miscellaneous items and all costs are to be included with the system or conductors. Ground straps are also miscellaneous items unless a separate pay item is provided in the "Schedule of prices.' SECTION 8- 20.3(10) IS REVISED AND SUPPLEMENTED AS FOLLOWS. 8- 20.3(10) Service (RC) Power sources shown in the Plans are approximate only; exact location will be determined in the field. j1piggG 08hapAASS ;q 41- :a the speg-1 Upon request of the Contractor, the Engineer will make the necessary arrangements with the serving utility to complete the service connections. Electrical energy used prior to completion of the contract will be charged to the Contractor, except that the cost of energy used for public benefit, when such operation is ordered by the Engineer, will be borne by the State City. Three types of power service are used as indicated below: 1. Type I system shall be single phase 120 volt, 2 wire, 60 cycle A.C. (traffic signal service only) 2. Type 11, system shall be single phase 240 volt, 2 wire, 60 cycle A.C. (street lighting non contactor, individual controlled photo -cell with no neutral wire) 3. Type III system shall be single phase 120240 volt, 3 wire 60 cycle A.C. (street lighting contactor /traffic signal, grounded neutral service) The power service point shall be as noted on the plans and shall be verified by the electrical servicing utility. The service cabinet shall be marked with the service agreement letters and numbers. The markings shall be installed on the outside cabinet door near the top of the cabinet. The markings shall be series C using stencils and black enamel alkyd gloss paint conforming to Federal Specification T17- 13-489. SEC77ON 8- 20.3(11) IS REVISED AND SUPPLEMENTED AS FOLLOWS. 8- 20.3(11) Field Test (RQ No change to stop and go operation will be allowed after 2 p.m. on any day nor will the change be allowed on Friday, weekends, holidays, or the day preceding a holiday. at the GoNsFaller. 6upplier. shall be PF469at for. the Ghan" 1. Requests for traffic signal turn on will not be considered until a pre -turn on inspection of signal system has taken place. 2. All discrepancies and deficiencies must be corrected by the contractor and re- jnspected prior to requesting signal turn on date. 3. Requests for signal turn on -shall not be considered until electrical service to the intersection has been provided and has been energized by the electric utility. 4. A minimum of three (3) working days notice will be required for signal turn on. 5. Channelization at the intersection must be complete per plan before requesting signal turn on date. Any deletions of channelization prior to turn on must be approved by the engineer. 6. Citv forces shall provide, post and maintain proper signing warning of new si 8- 20.3(13) Illumination Systems SEC77ON 8- 20.3(13)1 IS REVISED AND SUPPLEMENTED AS FOLLOWS. 8- 20.3(13)A Light Standards (RC) (SA) Page -SP-43 Revision Date: May 19, 1997 8-20 Illumination, Traffic Si and Electrical balew --tha 039A.-I-On 99 *he top 99 the bougm 6lip Plate e It ti ti ii b- e ASH= 64 (n c;r► 1 A 175) 6lip plase and the keeper. Plate 3. Anchor bolts shall extend through the top heavy hex nut two full threads. 0; gaiwis "' PeFGant, ;A two stages licing an aCCUR'Sly Plate Shall be smooth wilholis to tFiction. ghe 6. Anchor bolts damaged after the foundation concrete is placed shall not be repaired by bending or welding. The Contractor's repair procedure is to be submitted to the Engineer for approval prior -to making any repairs. The procedure is to include removing the damaged portion of the anchor bolt, cutting threads -on the undamaged portion to remain, the installation of an approved threaded sleeve nut and stud, and repairing the foundation with epoxy concrete repair. 7. The grout pad shall not extend above the elevation of the bottom of the slip base. installed plumb, t 1 degree. Q. Wiring for. Wip base Raft! to A08,01C ;a Standard- Paaps. be foundation. Slip bass ft" -onfam to-details-iw-do Siapdard inane. All now 1*gh; have an afffo*sd instal Sag so the pole aba*e the 'r-11-wing Womation All new light standards shall be numbered for identification in accordance with the Plans using painted 3 -inch series C numbers installed three feet above the base facing the travelled way. Paint shall be black enamel alkyd gloss conforming to Federal Specification TT- E-489. In setting timber poles, the Contractor shall provide a minimum burial of 10 percent of the total pole length plus 2 fat and shall plumb or rake the poles as directed by the Engineer. The hand hole shall be located at 90 degrees to the davit arm on the side away from traffic. A grounding lug or nut shall be provided in the hand hole frame or inside the hand hole frame or inside the pole shaft to attach a ground bonding strap. 8-20 Ilium Traffic Sianal Systems, and Electrical All poles and davit arms shall be designed to support a luminaire weight of 50 lbs. or more and to withstand pressures caused by wind loads of 85 m.p.h. with Rust factor of 1.3. All poles shall maintain a minimum safety factor of on yield strength of weight load and 2.33 p.s.i. for basic wind pressure. Davit Arms: The davit style arm shall incorporate a 5'9' radius bend ~ as measured from the centerline of the shaft. The outer portion of the arm shall be nearly horizontal to +2' above horizontal and shall be furnished with a 2" diameter shipfitter with a maximum length of 8 inches to fit the htminaire specified. The pole end of the davit arm tube shall be fastened securely to the top of the shaft producing a flush joint with an even profile. Anchor Base: A one piece anchor base of adequate strength, shape and size shall be secured to the lower end of the shaft so that the base I sbaH be capable of resisting at its yield point the bending moment of the shaft at its yield point. The base shall be provided with four slotted or round holes to receive the anchor bolts. Nut covers shall be provided with each pole. Anchor Bolts: Four steel anchor bolts, each fitted with two hexrttts and two washers shall be furnished with the pole. Anchor bolts shall meet the requirements of Section 9- 06.503) and 9- 06.5(4). The anchor bolt yield point shall be capable of resisting the bending moment of the pole shaft at its yield point The contractor shall assure that all anchor bolts conform to the recommended ASTM specifications of the pole manufacturer and shall secure and submit to the City for approval all manufacturer data on pole bending moment anchor bolt fabrication data, test results and any other data that may be required to confirm that the anchor bolts mat these specifications. Miscellaneous Hardware: All hardware (bolts rats, screws. washers etc.) needed to complete the installation shall be stainless steel. I.D. (Identification for poles): The contractor shall supply and h=H a combination of 4- digits and one letter on each pole, whether individual htmimire or signal pole with ltnninair. Tie letter and numbers combination I shall be mounted at the 15 foot level on the pole facirat atxhroatihing traffie Legends shall be sealed with transparent film resistant to dos weather and ultraviolet exposure. The decal markers shall be 3 inch square with gothic gold white reflecxorized 2 inch legend on a black background. The I.D. number will be assigned to each pole at the end of the contract or project by the Citv traffic engineering office. Cost for the decals shall be considered incidental to the contract bid. LjOn standards shall be spun ahhmarum davit style and shall _meet the pole detail requirements indicated below and the detail sheets at the end of these specification. The pole shaft shall be provided with a 4' x 6' flush hand hole near the base and a matching metal cover secured with stainless steel screws or bolts. The pole shall be adjusted for plumb after all needed equipment has been installed thereon After pole is installed and i plurnbod nuts shall be tightened on anchor bolts using proper sized sockets open end or box wrenches. Use of pliers, pipe wrenches, or other tools that can damage galvanizing will not be permitted -1 Tools shall be of sufficient size to achieve adequate torquing of the nuts the space between the concrete foundation and the bottom of the pole base plate shall be filled with a dry pack mortar grout and Page -SP-44 Revision Dote. May 19, 1997 1 8-20 Illumination, Traffic Signal Systems, and Electrical 8-20 Illumination, Traffic Signal Systems, and Electrical 1 J r 1 L7- fl !rl Cl t trowled to a smooth finish conforming to the contour of the pole_ base plate. Dry pack mortar grout shall consist of a 1:3 mixture of portland cement and fine sand with just enough water so that the mixture will stick together on being molded into a ball by hand, and will not exude moisture when so pressed. A one half inch drain hole shall be left in the bottom of the grout pad as shown on the standard detail. SECTION 8- 20.3(14) IS SUPPLEMENTED BE ADDING THE FOLLOWING: 8- 20.3(14) Signal SystetnsSRC) All signal conductors shall be stranded copper and shall have 600 volt insulation and be of the sizes noted on the plans. All multi- conductors used for the signal system shall conform to division 9.29.3 and shall be of the sizes noted on the signal wiring schedule and wiring diagram. All stranded wires terminated at a terminal block shall have an open end, crimp style soderless terminal connector, and all solid wires terminated at a terminal block shall have an open end soldered terminal connector. All terminals shall be installed with a tool designed for the installation of the correct type of connector and crimping with pliers, wire cutters etc. , will not be allowed. All wiring inside the controller cabinet shall be trimmed and cabled together to make a meat, clean appearing installation. No splicing of any traffic signal conductor shall be permitted unless otherwise indicated on the plans. All conductor runs shall be attached to appropriate signal terminal boards with pressure type binding posts. The only exceptions shall be the splices for detector loops at the nearest junction box to the loops. SECTION 8- 20.3(14)! IS SUPPLEMENTED BY ADDING THE FOLLOWING (RC7 8- 20.3(14)C Induction Loop Vehicle Detectors_ Q 11. Splices to loop return cables shall be made with soldered compression type connectors. SECTION 8- 20.3(14)D IS SUPPLEMENTED BY ADDING THE FOLLOWING. 8- 20.3(14)D Test forInduction Loops and Lead -in Cable ( C) The Contractor shall keep records of field testing and shall furnish the engineer with a copy of the results. SECTION 820.3(14)E IS REVISED AND SUPPLEMENTED AS FOLLOWS. 8- 20.3(14)E Signal Standards C 3. Disconnect connectors complete with pole and bracket cable shall be installed in any signal standard supporting a luminaire. 4- No be 11044, a Sept datoctort. 14 The signal standard and its fabrication shall conform with all current Washington State Department of Transportation Signal Standard Specifications and current pre- approved plans by WSDOT. 15 Installation of all nuts and bolts shall be performed with proper sized sockets open end or box wrenches. Use of pipe wrenches or other tools which can damage the galvanization of the nuts and bolts will not be permitted. Tools shall be of a sufficient size and strength to achieve adequate torquing of the nut(s). SECTION 8- 20.3(14)F IS AN ADDED NEW SECTION: 8- 20.3(14)F Opticorn Priority Control Systems %Q All new Opticom Priority System components shall be 500 Series, or approved equal. The Contractor shall supply one copy of the manufacturer's software on original disks. Controller cabinets shall have the 562 harness wired into the cabinet by the supplier. SECTION 8- 20.3(13) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8- 20.3(15) Grout (RC) After the Dole is Dlumbed the space between the concrete foundation and the bottom of the pole base plate shall be filled with a dry pack mortar grout trawled to a smooth finish conforming to the contour of the pole base plate. Dry pack mortar grout shall consist of a 1:3 mixture of Portland cement and fine sand with lust enough water so that the mixture will stick together on being molded into a ball by hand and will not exude moisture when so oressed. A one half inch drain hole shall be left in the bottom of the grout pad as shown on the standard detail. SEC77ON 820.4 IS REVISED AND SUPHSAIENT'ED AS FOLLOWS: 8-20.4 Measurement C When shown as lump sum in the Plans or in the proposal as illumination system _, traffic signal stem _ no specific unit of measurement will apply, but measurement will be for the sum total of all items for a complete system to be furnished and installed. Conduit of the kind and diameter specified in the Schedule of Prices will be measured by the linear foot for the actual neat line length in place, unless the conduit is eluded in an illumination system, signal system, or other type of electrical system lump sum bid item. Measurement for unit price items shall be as described in Section 8 -20.5 or as described in the contract schedule of prices and/or special provisions. SEC770N 820.5 IS SUPPLEMENTED AND REVISED AS FOLLOWS. 8-20.5 Payment�R 2 Payment will be made for each of the following bid items that are included in the proposal: "Ilhrnination System ",`hump sum. "Traffic Signal ystem ", hump jglop FA sum. The lump sum cotmact price for "Illumination System and "Traffic Signal ystem aced _" shall be full pry for furnishing all labor, materials, tools. and equipment necessary for the construction of the complete electrical system, modifying existing systems, or both. as shown in the Planet and herein specified including excavation, backfnlling, concrete foundations, conduit, wiring, restoring facilities destroyed or damaged during construction, salvaging existing materials, and for making all required tests. All additional materials and labor, not shown in the plans or called for herein and which are required to complete the electrical system, shall be included in the hrmp sum contract price. D;-m " shftll be full Pay for. &FAi6hing all Pipe, pipe Goongligarr Page -SP-45 Revision Date: May 19, 1997 8-20 Illumination, Traffic Si, and Electrical 8-20 Illumination, Traffic Signal Systems, and Electrical � Pei), ;*am, of A-11 be-inGkWed in the lump sum P;9GO fe; symem Shown All costs for installing conduit containing both signal and illumination wiring shall be included in the contract prices for the signal system. All costs for installing junction boxes containing both ilhunination and signal wiring shall be included in the contract prices for the signal system. The unit prices for the items listed below shall be full compensation for furnishing and installing each item and for all labor, materials, tools, equipment and testing necessary and/or incidental for the full and complete installation as per the con tract plans, detail sheets and these specifications. "Trench and Backfill......... wide by........." deep, ' per linear foot. The unit contract price for (3) "Trench and Backfill' per linear foot shall be full compensation for excavating, loading, hauling and otherwise disposing of the waste materials, for backfilling and compacting backfill material to specified density and for the restoration of the trench to its pre - existing condition or as shown on the plans or as directed by the Engineer all in accordance with the plans, specifications and detail sheets. "Select Trench BackfiU," per ton. (4)'Select Trench Backfill' shall consist of 5/8' minus crushed surfacing top course and the unit per ton price shall include all costs associated with furnishing and installing the material and loading, hauling and disposing of waste materials. "........Foundation, ......... per each.' 'Type .... Junction box,' per each. ; "The unit per each price for (5) "Foundation" and (6) "Junction Box" shall be full compensation for full and complete installation per the plans, specifications and detail sheets including enclosing each item in a finished concrete pad which shall be incidental unless a separate pay item is included in the Schedule of Prices for "Concrete Pad." "Concrete Pad," per square yard. Measurement for (?)'Concrete Pad' shall be by the square yard of surface area enclosed inclusive of and not subtracting for the area of the iunaion box or foundation enclosed and shall be full compensation for full and complete installation as per the plans, specifications and detail sheets. ... � .." Schedule 40 Conduit, P.V.C." per linear foot.* Schedule 80 conduit, P.V.C., ' per linear foot. ' The unit contract price for conduit shall include all conduit, couplings, adapters, elbows, bends, reducers, bell ends, bushings and any other material, labor or equipment necessary to complete the installation of the conduit. Measurement shall be by linear foot from end of conduit to end of conduit as measured from the top of grade along the middle of the trench line and adding a vertical measurement at the end of each conduit ram equal to the design depth of the trench. No payment shall be made for additional conduit used by the contractor due to horizontal or vertical weaving of the conduit within the trench line. "Street Light Standard ......... per each. ........ watt ... Luminaire and lamp,' per each. ........ watt ... Luminaire and lamp with pbotocell," per each. " ...... AWG .... copper wire," per linear foot. "Service cabinet, ' per each. The unit per each price for (14)'Service cabinet' shall be full compensation for furnishing and installing the fully equipped cabinet and for risers, standoffs and any other materials, labor or costs associated with providing electrical service as required by the electrical utility, the contract plans, details and specifications and not included as separate pay items in the contract schedule of rp ices. ........Signal head......," per each. ".......Signal head mounting hardware," per lump sum. The lump sum price for (16)'....Signal head mounting hardware' shall be full compensation for .supplying and installing all traffic or pedestrian signal head mounting hardware in conformance with the plans, specifications and detail sheets. "Pole mounted terminal box .... 'x... "x..." and mounting hardware," per each. '2/c shld loop return cable,' per linear foot. "3 1C shid pre - emption cable, *per linear foot. . -pair shld interconnect cable,' per linear foot. 'Traffic signal controller and cabinet,' per each. The tacit contract price for 'Traffic Signal Controller and Cabinet' shall be full compensation for furnishing and installing a fully equipped, wired and operational controller and cabinet. 'Traffic signal win," per lump storm. 'Signal standard, Type..., with ... -foot mast arm,' per each. "Induction loop vehicle detector.' per linear foot. The unit linear foot contract price for (24) "Jnductim loop vehicle detector' shall be measured by the linear feet of NU depth sawcut required for installation. The unit price shall be full compensation for full and complete installation including wire, sealant and all other labor, materials, tools and equipment required to complete the installation in accordance with the plans, specifications and detail sheets. The unit price shall also include providing and installing conduit stub -outs and soldered splices, splices to loop return cables unless separate pay items are included in the contract schedule of prices for these other items. Sawcuming shall be considered incidental to the loop installation whether or not there is a separate pay item in the contract for sawcuttinit. Measurement for a standard 6' x 6' induction loop shall be 28 linear feet. Sawcutting for loop 'Home runs' shall be done such as to minimize the total linear feet of sawcutting required by nutans of proper locating of loop return "Stub -out ", by direct routine of "home runs' and by combining up to 4 pairs of loop wires in a single 'home run" sawcut. Loop and 'Home Run' layout shall be approved by the Engineer before sawcutting takes place. '.......Splice kit.' per each. "Emergency Vehicle pmememption detector,' per each. "Opticom discriminator card," per each. 'Detector ang)lifier,' per each. "Street light fuse kit,' per each. 'Pedestrian push button with sign, " per each. "Pedestrian push button post," per each. "Pedestrian signal pole, Type I. 10- feet," per each. 'Relocate existing ....... pole,' per each. The unit per each price for 'relocate existing ....pole' shall be full compensation for removing the pole from its existing foundation removing and salvaging or re- installing existing equipment plugging holes as required and installing the pole on its new foundation and shall include all labor, tools, materials, equipment and any other costs necessary and/or incidental to complete the installation and make the electrical equipment operational all in accordance with the plans, specifications and detail sheets. "Remove existing ....... Foundation, " per each. Page4P -46 Revision Date. May 19, 1997 1 8-22 Pavement Marking 8-22 Pavement Marking 1 r, 1 M t The unit per each price for 'Remove existing foundation" shall be full compensation for full and complete removal and hauling and disposal of the foundation. 8-22 Pavement Marlang SECTION 8 -22.1 IS REVISED AS FOLLOWS: 8-22.1 Description (RQ Skip Center Stripe A BROKEN YELLOW line 4 inches wide. The broken or " skip" pattern shall be based on a404eet 24 -foot unit consisting of a- W-foot 9 -foot line and a-304D" 15 -foot gap. Skip center stripe is used as center line delineation on two lane or three lane, two way highways. Double Yellow Center Stripe Two SOLID YELLOW lines, each 4 inches wide, separated by a 4- inches -iacb space. Double yellow center stripe is used as center line delineation on multilane, two way highways and for channelization. Gera- StApeApproach Stripe A SOLID WHITE line, 8 inches wide, used as A*9 nay to delineate turn lanes from through lams, for traffic islands, and for hash marks. Hash mark stripes shall be placed on 45 degree angle and 10 =feet apart. Lane Stripe A BROKEN WHITE line, 4 inches wide, used to delineate adjacent lanes travelling in the same direction. The broken or " skip' pattern shall be based on a- 40 -UoQ4 -foot unit consisting of a 404eet 9 -foot line and a.30. wt 15 -foot gap. Drop Lane Stripe(Skip Approach Line) A BROKEN WHITE line, 8 inches wide, used to delineate a lane that ends- aA- eg .rtp. The broken or "skip" pattern shall be based on a 2444 -foot unit consisting of a 93 -foot line and a 1542 -foot gap. I+io- RastrSth ipa Ag 42 cam- gap- Two Way Left Turn Stripe 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-404" 24- foot unit consisting of a- 10-foet 9 -foot line and a-304" IS --foot space. The solid line shall be installed to the right of the broken line in the direction of travel. Crosswalk Stripe A SOLID WHITE line, --= 8 inches wide and 10 -feet long, installed parallel to another crosswalk stripe- vAtih- a- 649ei and parallel to the direction of traffic flow and centered in pairs on lane lines and the center of lanes. See detail sheet.. Stop Bar A SOLID WHITE line.-U_12,_ 18 or 24 inches wide valece as noted shiner- m4w -in on the Contract plans. Traffic Iou"ixgend A WHITE marking pwpoaianusmg alphabetical letters.. big#t.See contract plans and detail sheets. SECTION 8- 223(5) IS REVISED AS FOLLOWS: 8- 22.30 Tolerances for Line. Stripes (RQ Length of Stripe: The longitudinal accumulative error within a- 404eet 24 -foot length of skip stripe shall not exceed plus or minus 1 inch. SECTION 8-22.30 IS REVISED AS FOLLOWS: 8- 22.30 Installation Instructions (1tQ Installation instructions for plastic markings shall be provided for both the Contractor and the .Engineer. All materials shall be installed according to the. manufacturer's recommendationsand -a wave SECTION 8- 22.3(7) IS A NEW SECTION. 8- 22.3(7) Removal of Traffic Markers (RQ The work to remove all old or conflicting stripes, lines, buttons, or markers as rewired to complete the chamhelization of the proiect as shown on the plans or detail sheets shall be considered incidental to other contract pay items and no further compensation shall be made unless a separate vav item or items are provided for such removal. SECTION 8 -22.4 IS REVISED AND SUPPLEMENTED AS FOLLOWS: 8-22.4 Measurement (RQ (SA) The measurement will be based on the travel distance- aRuirad Qf a marking system capable... Gom&proach st ripe, barrier stripe, crosswalk stripe, and stop bar will be measured by the linear foot of each marking type. Traffic arrows will be treasured by the unit with each arrow head defined as a unit. Traffic Seus sly, handicapped parking stall symbols, preferential lane symbols, railroad crossing symbols, drainage markings, and cycle detector symbols will be measured by the unit. Measurement for pamt/plastic stripe line removed shall be by the linear foot of ' .... ' wide line or shall be included in the lump sum price for 'remove existing traffic markings' unless specified to be paid as a separate pay item. If not specified as a separate pay item, then removal of existing traffic markings shall be considered incidental to the payment for other items of work and to Earth-[ compensation shall be trade. SECTION 8-22. S IS REVISED AND SUPPLEMENTED AS FOLLOWS: 8-22.5 Payment (RQ "Painted G*"Approach Stripe ", per linear foot. "Painted Traffic LorwI egend", per each. "Plastic Traffic Lettscixgend ", per each. "Remove Paint Line ...... wide,' per linear foot.* Page -SP-47 Revision Date: May 19, 1997 8-23 Temporary Pavement Markings 'Remove Plastic Line ......' Wide,' per linear foot.' 'Remove existing traffic markings, 'per lump sum.' " The linear foot contract price for "Remove Paint Line' and -Remove Plastic Line' and the lump stun contract price for "Remove existing traffic markings' shall be full compensation 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 titer 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 furdw compensation shall be made. The unit contract prices for the above listed bid items shall be -- full pay for furnishing all labor, tools material, and equipment - necessary for the completion of the work as specified. b-2s l emporary Pavement Mar 8-23 Temporary Pavement Markings SEcrroN 8-23.5 IS SUPPLEMENTED W1TH 3 FOLLOWING: 8-23.5 Payment (RC) If no pay item is included in the contract for installation removal of temporary pavement markings then A costs assodF with these items are considered incidental to other items in contract or included under 'Traffic Control," if that it included as a bid item. Page -SP-48 Revision Date. May 19, 1997 1 9-00 Definitions and Tests 9-02 Bituminous Materials �7 N 1 r n LJ t 1 u n Cl Division 9 Materials 9 -00 Definitions and Tests SECHON 9-00 IS SUPPLEMENTED BY -ADDING THE FOLLOWING: 9 -00(A) Recycled Materials (RC) The City encourages the use of recycled materials whenever practicable, provided that those materials meet or exceed all applicable requirements described elsewhere in the contract specifications. Should recycled materials be utilized, the City requires that a Recycled Product Retorting Form be completed by the Contractor. 9 -02 Bituminous Materials 9-02.1 Asphalt Material, General SECHON 9- 02.1(10) IS A NEW SEMON: 9-02.1(10) Loop Sealant (RO Unless specified otherwise in the contract or permitted by the Engineer upon request from the contractor, loop sealant shall be hot -melt, rubberized asphalt sealant (Crafco Loop Detector Sealant or approved equal), shall meet the penetration, flow and resilience specifications of ASTM D3407 and shall be installed with an approved applicator in conformance with manufacturer's recommendations. The contractor shall request and obtain approval from the Engineer for the bw of loop sealant to be used before installing detector loops and shall submit manufacturer cutsimets or other data if requested by the Engineer in order to enable the Engineer to determine the acceptability of the sealant. All loop sealant shall only be installed in thoroughly clean and dry pavement and shall be applied in conformance with the methods required as to temperature and means of application such as to completely fill the sawcut area, encapsulate the loop wires and adhere to the pavement. 9-03 Aggregates SEC77ON 9-03.8(6)A IS REVISED AS FOLLOWS: 9- 03.8(6)A Basis of Acceptance (RC) 1. Asphalt Concrete will be accepted based on its conformance to the project job mix formula RAF). lei 4he BAR-ROOF, IFOPmrsausive gamples -" the -'am agsFesaws $040 used alang with the SFadation data showing " SSQG4;18 Wang" No material for payment may be produced for use on a proiect until the job mix formula has been approved by the engineer. The mixture shall be designed to meet the test criteria listed in Section 9-03.8(2) and remain within the limits set forth in 9-03.80. The determination of the job mix formula shall be the responsibility of the Contractor. The intermingling of asphalt concrete mixtures produced from more than one JMF is prohibited. Each strip of asphalt concrete pavement placed during a working shift shall conform to a single job mix formula established for the class of asphalt concrete specified unless there is a need to make an adjustment coin the JMF. The JMF shall be submitted in writing by the Contractor to the Engineer at least 10 days prior to the start of paving operations and shall include as a minimum: a. Percent passing each sieve size. b. Percent of asphalt cement. c. Asphalt grade. d. Mixing temperature. e. Compaction temperature. f. Anti -strip agent content. The Contractor may not mate anv chants to the JMF without prior written approval of the Engineer. Should a change in sources of materials be made, a new JMF must be approved by the Engineer before the new material is used. sions, sball be die AM AM, change 9; ,AUCLM�U1 ^Z peFcsmagm on -Ay con6sitmew at the 1ALP "4 9WW Alm- 23. Job Mix Formula Tolerances Wad.,Adjumpents. a. After the JMF is determined, the several constituents of the mixture at the time of acceptance shall conform to the following tolerances: Constituent of Mixture Tolerance Limits The tolerance limit for each mix constituent shall not exceed the broad band specification limits specified in Section 9.03.80. Aggregate passing 1', Broad band specification 3/4 5/g', 1/2 ", and limits Section 9-03.8(6). 3/8. sieves Aggregate passing 1/4' sieve f 6% Aggregate passing No. 10 sieve t 5% Aggregate passing No. 40 sieve t 4% Aggregate passing No. 200 sieve t2% Note Asphalt cement t0.5%Note2 For open graded mix: Tolerance limits shall be for aggregate gradation only and shall be as specified in Section 9- 03.8(6). Note 1 — 2.0% if less than 50% RAP (Recycled Asphalt Pavement), 2.5% for 50% RAP or more. Note 2 — 0.5% if less than 20% RAP, 0.7% for over 20% RAP, but less than 50% RAP, 1.0% for 50% RAP or greater. These tolerance limits constitute the allowable limits used in Section 5- 04.3(8)A to determine acceptance. ; 06 q(t). Page -SP-49 Revision Date: May 19, 1997 QJIA rniwf ..A 9-row4 Q.H.. Mafori9tt 9-04 Joint and Crack Sealing Materials SECTION 9 -04.11 IS A NEW SECTION 9 -04.11 Butyl Rubber (SA) Butyl rubber shall conform to ASTM D2000, M I BG 610. 9 -05 Drainage Structures, Culverts, and Conduits SECTION 9-05.4 IS REVISED AS FOLLOWS 9-05.4 Steel Culvert Pipe and Pipe Arch (RC) Steel culvert pipe and pipe arch shall meet the requirements of AASHTO M 36, Type I and Type H. Welded seam aluminum coated (aluminized) ._corrugated steel pipe and pipe arch with metallized coating applied inside and out following welding is acceptable and shall be asphalt treatment coated. SEC77ON 9-05.7(2)4S DELETED AND REPLACED BY THE FOLLO.WNG. 9- 05.7(2) Reinforced Concrete Storm Sewer Pipe ac-1 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 19 in conformance with ASTM C150. No admixture shall be used unless otherwise specified. SECTION 9- 05.7(2).4 IS SUPPLEMENTED BY THE FOLLOWING. 9- 05.7(2)A Basis for Acceptance (RC) All Dime shall be subiect 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-US Drainage btructures, k.utverts, anu %.onuuus SECTION 9-05.7(3) IS DELETED AND REPLACED BY THE FOLLOWING: 9-05.7(3) Concrete Storm Sewer Pipe Joints 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. SEC77ON 9-05.7(4) IS SUPPLEMENTED BY THE FOLLOWING: 9 -05.7(4) Testing Concrete Storm Sewer Pipe Joints C Hydrostatic testing of rubber gasket ioints shall be Performed in accordance with ASTM C361 or AWWA C302 except test pressure shall be 5 psi. SECTION 945.9 IS REVISED AND SUPPLEMENTED AS FOLLOWS. 9-05.9 Steel Spiral Rib Storm Sewer Pipe (RC) sbs.spoci#"+radons• 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 nib. jointed with couliling b Steel spiral rib storm sewer pipe shall be manufactured of metallic coated (aluminized or galvanized) corrugated steel and inspected in conformance with Section 9 -05.4. The size, coating, and metal shall be as shown in the Plans or in the Specifications. For spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The nibs shall be essentially rectangular and shall be 3/4 inch plus two times the wall thickness (20 plus or minus 1/8 inch (measured outside to outside) and a minimum of 0.95 inch high (measured as the minimum venial distance from the outside of pipe wall immediately adjacent to the lockseam or stiffener to the top surface of rib). The maximum spacing of the ribs shall be 11.75 inches center to center (measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be a minimum of 0.10 inch and a maximum of 0.17 inch. If the sheet between adjacent ribs does not contain a lockseam, a stiffener shall be included midway Page -SP -SO Revision Date. May 19, 1997 C 5- n t 1 1 1 n- 9-06 Structural Steel and Related Materials 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 iointed 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 proiect outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be .375 inch — 1/8 inch wide (measured outside to outside) and a minimum of 4375 inch high (measured as the minimum vertical distance of ribs shall be 480 incites seiner to center (measured normal to the direction of the ribs) The radius of bend of the metal at the coopers of the ribs shall be 0.0625 inch with an allowable tolerance of—' 10 percent. SECTION 9- 05.12(3) IS A NEW ADDITIONAL SECTION: 9-05.12(3) CPEP Sewer Pipe (RC) CPEP - Smooth interior pipe and fittings shall be manufactured from high density polyethylene resin which shall meet or exceed the requirements of Type 111 Category 4 or 5, Grade P33 or P34 Class C per ASTM D1248. In addition, the pipe shall comply with all material and stiffness requirements of AASHTO M294. SEMON 9-05.14 IS DELETED: SECTION 9 -05.17 IS REVISED AND SUPPLEMENTED AS FOLLOWS. 9-05.17 Ahtntinttm Spiral Rib Storm Sewer Pipe Unless otherwise specified, spiral rib storm sewer pipe shall be furnished with pipe ends cut perpendicular to the longitudinal axis of the pipe. Pipe ends shall be cut evenly. Spiral rib pipe shall be fabricated by using a continuous helical lock seam with a seam 8_et• Mglfaam to -a- at die fallow-mo configuntiam; caatac. For spiral rib storm sewer -pipe helical nibs 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 itch + 9 -08 Paints 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 itch 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 sin le thickness of material. The nibs shall be 3/4 inch + 1 A inch wide (measured outside to outside) and a minimum of 0.95 inch high (measured as the minimum vertical distance from the outside of pipe wall to top surface of the rib). The maximum spacing of ribs shall be 11,75 inches center to center (measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be 0.0625 inch with an allowable tolerance of + 10 percent. 9 -06 Structural Steel and Related Materials 9-06.5 Bolts SEC7IONS- 06.5(4) HAS BEENSUPPLEMENTED BYADDING. 9- 06.5(4) ' Anchor Bolts (RC) All anchor bolts rafts washers and anchor plates for signal poles street light poles strain poles or other types of poles shall meet the recornmended specifications of the pole manufacturer. The Contractor shall be responsible for providing to the Engineer any and all data concerning fabrication strength test results, mill certification and other data required to confirm that the anchor bolts meet those specifications. The following standard specifications shall apply to anchor bolts for street light signal and strain poles provided that the Contractor can submit documentation from the rnanufacttmr affirming that anchor bolts mating these specifications are recommended for the pole to be installed thereon: 1 The standard anchor bolt for alumiratm street light poles shall be 42 inches in length and shall meet the reguimments of ASTM A 36 or ASTM A 307. The shaft of the anchor bolt shall be a full one inch in diameter with a hot forged four inch "L' _bend on the bottom end and a minimum of six inches of die-cut threads on the top end. 2 The anchor bolts for signal poles and strain poles shall meet the specifications as designated on the approved manufacturer's pole plain and/or supplemenW plans or specifications provided by the manufacturer. All anchor bolts nuts and washers shall meet the pole manufacturer's specifications and shall be hot dipped galvanized unless such galvanization is not pernutted for the type of steel as per Section 9- 06.5(4). 9 -08 Paints SECTION 9 -08.8 IS A NEW SECTION: 9-08.8 Manhole Coating System Products (RC) 9-08.8(1) Coating System Specification (RC) The following coating system specifications shall be used for coating (sealing) interior concrete (including the channel) tali rface! of sanitary sewer manholes when required. Page-SP-51 Revision Date: May 19, 1997 9 -23 Concrete Curing Materials and Admixtures Coating System Specification A. General 1. Buried Manhole Surface Color Paint System a. Buried, and White C -1 exposed concrete surfaces. 9- 08.8(2) Coating Systems A. High Solids Urethane . _ Coating System: Coating Material: Surfaces: Surface Preparation: Application: System Thickness: Coatings: C1 High Solids Urethane Concrete In accordance with SSPC SP -7 (Sweep or brush off blast) Shop/Field The drying time between coats shall not exceed 24hours in any case 6.0 mils dry film Primer: One coat of Wasser MC- Conseal high solids ureUtaee .0 D Finish: Two or more coats of Wasser MC- Consal (min. 4.0 DF'I) 9 -23 Concrete Curing Materials and Admixtures SECTION 9 -23.9 IS REVISED AS FOLLOWS: 9-23.9 Fly Ash (RC) Fly ash shall not be used around water limes. 9 -29 Illumination, Signals, Electrical SEC77ON 9 -29.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-29.1 Conduit. fRC) The conduit P.V.C. - non - metallic shall be of the two indicated below: 1. Schedule 80 Extra heavy wall P.V.C. conforming to ASTM, Standards, to be used in all installations under roadways. 2. Schedule 40 heavy wall P.V.C. conforming to ASTM Standards. SECTION 9 -29.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-29.2 Junction Boxes (RC) Junction boxes shall be reinforced concrete with galvanized steel from anchored in place and galvanized steel cover plate (Diamond pattern) as indicated on detail sheets. The inscriptions on the covers of the function boxes shall be as follows- 1. Signal only: "Signals' 2. Street Lighting only: "lighting' 3. Traffic Signal and Street lighting Facilities: "TS -LT" The above inscriptions shall not be higher than the top surface of the cover plates. y -ty ilium SECTION 9-29.3 IS REVISED AND FOLLOWS. 9 -29.3 Conductors, Cable (RC) 3 Each wire shall be numbered at each terminal end wn wrap-around type numbering strip bearing the circuit nuir shown on the plans. No splicing of any traffic signal conductor shall be pe unless otherwise indicated on the plans. All conductor runs s be pulled to the appropriate si 1 terminal compartment with pressure type bind[ina posts. The only exceptions shall splices for detector loops at the nearest junction box to the 1 The contractor shall provide and install all the neees: wiring, fuses and fittings; so as to complete the iactallation signal and lighting equipment as shown on the plaits. All ma and installation methods, except as noted otherwise herein. - comply with applicable sections of the National Electrical Code. 8. Detector loop wire shall be No. 1244 AWG stm copper wire. Class B, with chemically cross - linked polyetl type RHH -RHW insulation of code thickness. (11) SixpaiF -e ommunications cable shall meet F specification PE -39 and shall have &4,pair:-No. 19 AWG with 0.008 inch FPA/MPR coated aluminum shielding. Iliejg shall have a petroleum compound completely filling the insid, the cable. The shielded communications /signal interconnect cabitil meet the following: 1. Conductors: Solid, soft drawn, annealed copper, size awg. 2. Insulation: solid, virgin high density poIYLM 1-1 polypropylene, with telephone industry color coding. 3. Cable core assembly: insulated conductors are twi into pairs with varying lays twist len to minimize cLoV and meet strict capacitance limits. 4. Shielding: A corrosion/oxidation resistant tinted eal copolymer coated (both sides) .008" thick corrugated alumi tape shield is applied longitudinally with shielding coverer .005 corrugated tape applied in the same man= is acceptabl 5. Outer iacket: A black, low density high molecular we virgin polyethylene lided to withstand sun1: temperature variations and other environmental condition. abuse during installation is extruded overall to continuous covering. 6. Footage markings: footage markings must be ri sequentially a minimum of 2' along the outer iacket. 7. Filling: the entire cable within the outer iacket is fl with petroleum- polyethylene gel filling compound including area between the outer jacket and the shield. SECTION 9 -29.9 IS SUPPLEMENTED BY ADDING FOLLOWING: 9 -29.9 Ballast, Transformers (RC) The Ballast shall be ore -wired to the lama socket and to board. SECT70N A29.10 IS SUPPLEMENTED BY ADDING 1 FOLLOWING: 9 -29.10 Luminaires (RC) The filter shall be charcoal with elast-omer gasket. Luminaires shall have a cast aluminum housing of the T head style with a glass ovate refractor. I Page -SP -52 Revision Dote: May 19, 1997 1 9 -29 Illumination, Signals, Electrical 9 -29 Illumination, Signals, Electrical C 1 u it 1 n The manufacturer's name or symbol shall be clearly marked on each luminaire. 9 -29.11 Control Equipment SECTION 9- 29.11(2) IS DELETED AND REPLACED WITH. 9- 29.11(2) Photoelectric Controls (RC) Photoelectric controls shall be a plug -in device, rated to operate on 120 volts, 60 Hz. The unit shall consist of alight sensitive element cottnemed to necessary control relays. The unit shall be so designed that a failure of any electronic component will energize the lighting circuit. The photo cell shall be a solid state device with stable turn -on values in the temperature range of -55 degrees C to +70 degrees C. The photo cell shall be mounted externally on top of the htminaire. In a contactor controlled system, the photo cell to control the system shall be mounted on the htminaire nearest to the service/contactor cabinet. The photo cell shall be capable of switching 'ON' 1,000 watts of incandescent load as a minimum. SECTION 9 -29.13 IS SUPPLEMENTED BY ADDING 771E FOLLOWING. 9 -29.13 Traffic Signal Controllers (RC) The unit shall operate on 120 volt, 60 cycle, single phase alternating current and shall use the power line frequency as a time base. The traffic signal controller shall meet the requirements of the National Electrical Manufacntrers Association (NEMA) Standard Publications. Components such as resistors, capacitors, diodes and transistors shall be individually replaceable utilizing approved standard soldering techniques. Intergrated circuits shall be mounted in sockets and shall be easily replaceable without soldering. All components shall be standard 'Off the shelf" items, The traffic signal controller shall be capable of interfacing with the Multisonic real time, master computer. The controller shall be capable of both on -line operation (control by the multisonic master computer) and standby operation. The controller shall establish the sequence of signal phases, including overlaps, in conformance with the signal phasing diagram on the plant. When operating either in a fixed titter mode or in a filly - actuated mode with volume density on each phase as required. All clearance timing and pedestrian timing shall be accomplished at the local intersection. SEC77ON 9- 29.13(2) IS REVISED AND SUPPLEMENTED AS FOLLOWS: 9- 29.13(2) Flashing Operations (RC) 2. Police Panel Switch. When the flash- automatic switch located behind the police panel door is turned to the flash position, the signals shall immediately revert to flash; however, the controller shall "STOP TIME." When the switch is placed on automatic, the signals shall continue to flash for an additional 8 second flash period. At the completion of the continued 8 second flash period, unless otherwise specified, the controller shall immediately resume normal cyclic operations at the beginning of artery get ely low. 4. Power Interruption. On "NEMA" controllers any power interruption longer than 475 plus or minus 25 milliseconds, signals shall re- energize consistent with No. 2 above to ensure an 8 second flash period prior to the start of artery green. A power interruption of less than 475 plus or minus 25 milliseconds shall not cause resequencing of the controller and the signal displays shall re- energize without change. 5. Conflict Monitor. Upon sensing conflicting signals or unsatisfactory operation voltages, the conflict monitor shall immediately cause the signal to revert to flash; however, the controller shall stop time at the point of conflict. After the conflict monitor has been reset, the controller shall immediately take command of the signal displays at the beginning of artery gsaaa ely low. 6. Flash unit shall be a two circuit type, capable of switching loads up to 1000 watts per circuit alternately at a rate of 60 flashes Per minute Per circuit, alts or minus two flashes per minute. SECTION 9- 29.13(3) IS REVISED AND SUPPLEMENTED AS FOLLOWS: 9- 29.13(3) Emergency Pre - emption (RC) Immediately after a valid call has been received, the pre - emption controls shall cause the signals to display the required clearance intervals and subsequent pre-emption intervals. Pre- emption shall sequence as noted in the contract. Pre-emption equipment shall be installed so that internal wiring of the controller, as normally furnished by the manufacturer, is not pha"_ vehicle pre- emption shall be furnished as modules that plug directly into a rack wired to accept 3 -M discriminator type units. The pre - emption system operation shall be compatible with the 500 Series 3M company 'opticom' system which the City of Renton is currently using and shall be capable of being activated by the same transmitters. The optical signal discriminator system shall enable an authorized vehicle to remotely control traffic control signals from a distance of up to 1800 feet (0.54 kilometers) along an unobstructed "line of sight" path. The system shall cause the traffic signals controller to move into an appropriate fire pre- emption program. this optical discriminator shall interface to the 562 software, for field programmability. It shall consist of the following components: a. Optical energy detectors which shall be mounted on the traffic signal mast arms and shall receive the optical energy emitter's signal. b. Discriminators which shall cause the signal controller to go into internal pre- emption which will give the authorized vehicle the right of way in the manner shown on the phase sequence diagram. c. Pre- emption Indicator Lights. Optical Detector a. Shall be of solid state construction. b. Fittings shall meet the specifications of the system manufacturer to facilitate ease of installation. C. Shall operate over an ambient temperature range of -40°F to +180OF (4_0°C to +85°C). d. Shall have internal circuitry encapsulated in a semi - flexible compound and shall be impervious to moisture. e Shall respond to the optical energy impulses generated by a pulsed Xenon source with a pulse energy density of 0.8 micro joule per square meter at the detector, a rise time less than one microsecond and half power point pulse width on not less than thirty microseconds. Page -SP -53 Revision Date: May 19, 1997 9 -29 Illumination. Electrical Discriminator Each module shall do the following: a. Shall provide for a minimum of two channels of optical detector input. b. Shall provide for a minimum of two discrete channels of optically isolated output. When a pre- emption detector detects an emergency vehicle, the phase selector shall hold the controller in the required phase or advance directly to that phase after observing all vehicle clearances. The phase selector shall hold the controller in the phase selected until the detector no longer detects the emergency vehicle. When the phase selector is responding to one detector, it shall not respond to any other detector until calls from the first detector are satisfied. Indicator lights shall indicate power on, signal being received channel called. Switches shall control system power and simulate detector calls for each phase. SECTION 9- 29.13(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9- 29.13(4) Wiring Diagrams (RC) The controller cabinet shall have a waterproof envelope with a side access attached to the inside of the cabinet door. At the time of delivery the envelope shall have four complete sets of schematics and manuals for all assemblies and sub- assemblies. SEC77ON 9- 29.130 IS SUPPLEMENTED BY ADDING TAE FOLLOWING: 9- 29.130 Radio Interference Suppressors A Cornell- Dubiler radio interference filter NF 10801 -1 30 amps or equivalent shall be used to filter the A.C. power. Additionallv. all power supplies shall have noise immunity from other devices within the cabinet. SECTION 9- 29.13(7) IS REVISED AND SUPPLEMENTED AS FOLLOWS: 9- 29.13M Traffic- Actuated Controllers (RC) Traffic - actuated controllers shall be electronic devices which, when connected to traffic detectors or other means of actuation, or both, shall operate the electrical traffic signal system at one or more intersections. All solid -state electronic traffic - actuated controllers and their supplemental devices shall employ digital timing methods. The traffic signal control equipment, unless otherwise permitted in the contract, must specifically conform to currant NEMA ► specifications. Actuated traffic signal controllers shall be 8 -phase control units. Volume- density timing features shall be provided on all controllers. Eve;), pin of emer-Y COPASGSing plug Shall bw-usuized-" y, and —4mancisalion of LaberasoW iostisg.. 9 -10 Illumination, aignais, k lectrical upultaneously with Gibe; :iMiAB data actaatiea. All timing functions and input and output features for fully- actuated, volume- density operation shall be provided in accordance with NEMA standards. The controller shall provide for sating each timing interval by means of positively calibrated settings. The timing functions shall be on the front of the controller unit or shall have keyboard entry and liquid crystal display. For the standby operation, the traffic signal controller shall include all circuitry required to provide all timing and all functions for signal operation in a fully - actuated mode. Standby operation shall automatically occur uVon opening of interconnect lines failure of central master computer, or when specified by the master. The standby operation shall follow and be coincidental in phase to that phase being displayed at the start of standby operation. Transfer from computer supervision shall not call up a starting yellow. SECTION 9-29.13(7)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9- 29.13()A Environmental, Performance and Test Standards for Solid -State Traffic Controllers (RC) The traffic signal controller assemblies, including the traffic signal controller, auxiliary control equipment and cabinet shall be shop tested to the satisfaction of the Engineer. Testing and check - out of all timiny circuits phasing and signal operation shall be at the City of Renton Signal Shop, Renton, Washington. The Signal Shop will make space available to the contractor for the required test demonstrations. The contractor shall assemble the cabinet and related signal control equipment ready for testing. A complete denoastration by the contractor of all integrated components satisfactorily functioning shall start the test period. Any malfunction shall stop the test period until all parts are satisfactorily operating. The test shall be extended until a minimmn of 72 hours continuous satisfactory performance of the entire integrated system has been demonstrated. The demonstration by the contractor to the Engineer of all components functioning properly shall not relieve the contractor of amf responsibility relative to the proper functioning of all aforestated control Sear when field installed. SECTION 9-29.13(7)B IS REVISED AND SUPPLEMENTED AS FOLLOWS: 9- 29.13(7)B Auxiliary Equipment for Traffic Actuated Controllers (RC) 112 29 46. Page -SP -54 Revision Date: May 19, 1997 P Ci �7 ILI r1l 1 IF u 11 0 0 u 9 -29 Illumination, Signals, Electrical 9 -29 Illumination, Signals, Electrica! Power Switches There shall be a main power switch inside the cabinet that shall render all control equipment electrically dead when turned off. There shall be a controller power switch that shall render the controller and load switching devices electrically dead while maintaining flashing operation for purposes of changing controllers or load switching devices. Stop Time Bypass Switch There shall be a switch in the cabinet identified as the sto time bypass switch. if the intersection is placed on flashing operation either by the flash switch or the fail safe monitor, the controller shall immediately stop time. The stop time bypass switch shall remove stop time from the controller and permit normal cvcline operation while the intersection remains in flashing operation. DETECTOR test switch Each vehicle and pedestrian phase shall have a momentary (spring return) detector test switch. When depressed, the switch shall place a call on its respective signal phase. The convenience outlet and lamp socket A convenience outlet protected with a ground fault interrupter and an incandescent lamp socket shall be furnished in the main cabinet. A door switch for the lamp shall be provided. THIS circuit shall be protected by a circuit breaker rated at 20 amps. Fail Safe Unit Fail safe unit shall meet the NFMA -PLUS specifications and shall monitor both the positive and negative portions of the A.C. sine wave for all green, amber and pedestrian walk indications. The duration of a display of conflicting indications shall not be long enough to be visible to motorists or pedestrians before the monitor initiates flashing operation. There shall be a visual indication that the monitor has preempted normal operation. The fail safe monitor shall be Model SSM -12LE as manufactured by Eberle Design Inc., or approved equal. Surge Protector (Lighting Arrester) The controller shall have an input voltage surge protector that shall protect the controller input from any voltage surges that could damage the controller or any of its components. Field Wiring Terminal There shall be a terminal strip for field wiring in the controller cabinet. The terminals shall be numbered in accordance with the schematic wiring diagram on the plats. If a different numbering system is used for the cabinet wiring, then both numbers shall label each terminal and the cabinet wiring schematic drawing shall include the field wiring numbers where the terminal strip is illustrated. A common bus bar with a minimum of 15 terminals and a ground bar with a minimum of 6 terminals shall be provided. Computer Interface Unit Interface communication devices shall be designed as separate units or as modules that plug directly into the controller case. The communication devices shall be used for on-line computer control of the intersection and shall be capable of transmitting all detector and signal status information and receiving and decoding command information from the computer all in conformance and within the capability of the multisonic master computer unit and the interconnect cables. SECTION 9-29.13(7)D IS REVISED AND SUPPLEMENTED AS FOLLOWS: 9- 29.13(7)D Controller Cabinets (RC,§A 1. Construction shall be of 0.073 -inch minimum thickness Type 304 stainless steel, 0.125 -inch minimum thickness chat: aaadiaed - sheet aluminum, or cast aluminum. Cabinets shaU be finished inside with an approved finish coat of exterior white enamel and outside with an approved enamel finish, light gray or aluminum in color. As an alternate to painting, the outside and inside of the aluminum cabinets may be clear anodized aluminum. 5. The cabinet door shall be provided with: a. A spring loaded construction core lock capable of accepting a Best CX series core installed by others. Cast cabinets shall have an approved one point positive latch. Formed cabinets shall have a three point latch. b. A police panel door with a stainless steel hinge pin and a lock. Two police keys with shafts a minimum of 13/4 inch long shall be provided with each cabinet. Inside the police panel there shall be a sioW on -off switch which shall prohibit any signal display in the field but will allow the control equipment to operate when placed in the 'off" position. A second switch shall be the auto -flash switch. When placed in the 'flash' position, controller tower shall retrain on and controller shall stop time dependent on switch setting on the auxiliary pastel described later. C. piece, Glared cell, neopane gaskat Cabinet doors shall be gasketed with one piece, close cell neoprene. They shall be equipped with some type of stops so the door may be held open in either of two- positions at approximately 90 degrees and 180 degrees and be of suitable design to withstand a 40 mph wind.. d. A two position door stop assembly. e. The Controller cabinet shall have a load bay panel with at least the following items mounted on the face of the pane): transfer relays• load switches; and terminal blocks for termination of all wires contained on a separate panel (the terminal block shall conform to Washington Standard Specifications). This load bay panel shall be mounted so that when the screws are removed, it will be possible to obtain full access to the terminations on the back of the load bay panel. we 120 cantor-Mial so WWA PMbl*Gftt6__ "1" '19 16 -ad the SECTION 9 -29.16 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9 -29.16 Vehicular Signal Heads (RC) Vehicular sienal heads shall have 12 inch lens sizes unless shown otherwise on the signal plans. Vehicular signal head housings shall consist of separate sections and be expandable nm for vertical mounting. Lens shall be glass and meet I.T.E. Specifications for light output. Reflectors shall be alzac. Each signal head shall have a 1/4 inch drain hole in its base. Page -SP -S5 Revision Date. May 19, 1997 0-79 Illumination. Signals. Electrical 9-29 Illumination, brgnals, rAectncal Vehicle signal heads shall be cast aluminum. All signal heads shall include a back plate 5 inch square cut border. Signal heads including outside of visors and back of back plates shall be finished with two coats of factory - applied traffic signal yellow baked enamel. The inside of the visors and front of back plates shall be finished with two coats of factory - applied flat black enamel. Mounting hardware will provide for a rigid connection between the signal head and mast arm. All mounting hardware will be of the top - mount plumbizer type as shown on the standard plans unless specified otherwise on the plans. Position of the signal heads shall be located as close as possible to the center of the lanes Signal heads shall be mounted on the mast arm such that the red indicators lie in the same plane and such that the bottom of the housing of a signal head shall not be less than 16 feet 6 inches nor more than 18 feet 6 inches above the grade at the center of the roadway. All bolts and other miscellaneous mounting hardware shall be stainless steel. SECTION 9- 29.16(2)A HAS BEEN REVISED AS FOLLOWS. 9- 29.16(2)A Optical Units (RC) Eight inch conventional signals shall employ a 67 to 69 watt traffic signal lamp rated for 130120 volt operation, 595 minimum initial lumen, 665 rated initial lumen, 8,000 -hour minimum, 2 7/16 -inch light center length, A -21 bulb, medium base, clear traffic signal lamp. Twelve inch traffic signal heads require 42013Qvolt, 165 watt, 1,750 minimum initial lumen, 1950 rated initial lumen clear traffic signal lamps with a 3 -inch light center length, 8,000 how minimum rated life, P -25 bulb and medium base. Bulbs shall be installed with the opening between the filament ends up. SECTION 9- 29.16(2)B HAS BEEN REVISED AS FOLLOWS: 9- 29.16(2)B Signal Housing (RC) Each lens shall be protected with a removable visor of palycarbonats -plash alumimun of the tunnel type, unless specified otherwise in the contract. Visors shall have attaching ears for installation to the housing doors. Conventional signal heads shall have square doors. SECTION 9- 29.16(2)C HAS BEEN REVISED AS FOLLOWS. 9- 29.16(2)C Louvered Visors Where noted in the Contract, louvered tunnel visors shall be furnished and installed. Directional louvers shall be constructed to have a snug fit in the signal visor. The outside cylinder shall be constructed of alumi , and the louvers shall be constructed of anodized aluminum painted flat black. Dimensions and arrangement of louvers shall be as shown in the contract. SEC77ON 9- 29.16(2)D HAS BEEN DELETED AND REPLACED WITH: 9- 29.16(2)D Back Plates (RC) Back plates shall be furnished and attached to the signal heads. Back plates shall be constructed of anodized, 3-S half -hard aluminum sheet, 0.058 -inch minbnum thiclmess, with 5 -inch square cut border and painted black in front and yellow in back. 9- 29.16(2)E Painting Signal Heads (RC) Traffic signal heads, including outside of visors and back of back plates, shall be finished with two coats of factory applied traffic signal groan— ely low baked enamel. The inside of visors, front of back plates, and louvers shall be finished with two coats of flat black enamel. SEC77ON 9- 29.16(3) (RC) IS DELETED. (RC) SECTION 9- 29.16(3)A (RC) IS DELETED. (RQ I SECTION 9- 29.16(3)B (RC)IS DELETED. Heads (RCS SECTION 9 -29.17 HAS BEEN REVISED AS FOLLOWS- 9-29.17 Signal Head Mounting Brackets and Fittings (RC) •„• for. T 11 a u ...... ..1, -11 nap Wed._All eths"mrdware for a hw4nounts shall be painted with two coats of factory applied traffic signal Federal yellow gnea baked enamel. SECTION 9- 29.18(1) IS SUPPLEMENTED AND REVISED AS FOLLOWS. 9- 29.18(1) Induction Loop Detectors (RC) Detector amplifiers shall be Detector Systems model 810A or equal- Induction loop amplifiers installed with NEMA controls shall conform to current NEMA specifications. AanplMsm ittcWled 464. SECTION 9 -29.20 HAS BEEN REVISED AS FOLLOWS: 9 -29.20 Pedestrian Signal (RC) Pedestrian signals shall be either fiber optic or neon -grid type, or other tunes as specified in the contract. pedestrian signals shall conform to TIE Standards (Standard for Adjustable Face Pedestrian Signal Heads, 1975). Ges"Pleng4h, A21 Symbol messages, when specified, shall be a minimum of 12 inches high and 7 inches in width. Housings shall be die -cast shnninum and shall be painted with two coats of factory applied traffic signal elloy enamel. VACANT SEC77ON 9- 29.20(1) IS REPLACED BY ADDIN THE FOLLOWING NEW SECTION: 9- 29.20(1) Fiber Optic Type (RQ The fiber optics shall be drawn from optical glass of high purity. The fibers shall be temperature resistant. The fibers shallm be resistant to the UV light emitted by the halogen lamp and shall maintain their hi ph transmission properties throughout the lifet Page -SP -56 Revision Date: May 19, 1997 0 [l L H, C' [I L] 1 n L 9 -29 Illumination, Signals, Electrical 9 -29 Illumination, Signals, Electrical of the sign. The light guides shall contain fibers with a diameter of 53 microns. Each single arm in the harness shall contain approximately 300 fibers. The optical sheathing shall have a wall thickness of at least 1.5 microns. The common end of each bundle shall have a hexagonal bundle format. The common bundle end and each arm end shall be epoxied and optically polished. The light source shall be a halogen incandescent lamp with dichroic reflector. The lamp shall use built -in, lead -in wires instead of pins. The reflector shall be covered with a hard coating capable to withstand a temperature of 400 degrees Centigrade, rapid temperature changes aggressive chemical attacks. The coating shall be tested by soaking in Oxalic Acid 0.71N for a period of 2 hours. The coating shall not dissolve during this period. The lamp shall be 50 watt and rated for 6000 hours at 10 volts. The lamp together with the fiber shall produce a light intensity as high as 3800CD. The 115 -volt primary, 10 -volt secondary transformers, light guides and all wiring shall be enclosed in a sheet aluminum housing. The matrix plate shall be constructed of 0.125 thick aluminum sheet protected by a 0.125 polycarbonate sheet. The signal housing shall be weather tight. Each common end of a bundle shall have a clip -on type color filter, one of Portland Orange and one of Lunar White. The viewing end of the fiber optic display shall not require a cone for magnification, and shall provide a wide viewing angle. Each message shall have a minimum of 82 light points. All components shall be fastened to the flat black matrix plate. When the sign is not illuminated, it shall blank out with no message legible. The low power consumption lamps shall be serviceable without any tools. SECTION 9- 29.20(2) IS REVISED AND SUPPLEMENTED AS FOLLOWS. 9- 29.20(2) Neon Grid Type (RC) All neon grid heads shall be equipped with Z crate visors made of polycarbonate plastic designed to eliminate suit phantom. Neon tubing shall be enclosed and shockmounted inside a rugged plastic module. MA _AA The pedestrian signal shall have a solid state message module, electronic ballast no external transformer, and operate at 30 watts. The heads shall display two symbol messages, "hand' (for the do not walk mode) in Portland orange and 'Man" (for the walk mode) in lunar white. The message module shall consist of two neon gas tubes enclosed in a housing made of polycarbonate plastic The lens material shall be polycarbonate plastic. The visors shall be flat black in color. . SECTION 9 -29.24 IS DELETED AND REPLACED BY THE FOLLOWING. 9 -29.24 Service Cabinets (RC) The signal /street lighting service cabinet shall be as indicated on the contract plans and detail sheets. All electrical conductors, buss bars and conductor terminals shall be copper or brass. The cabinet shall be fabricated from galvanized cold rolled sheet steel, with 12 gauge used for exterior surfaces and 14 gauge for interior panels Door hinges shall be the continuous concealed piano type and no screws rivets or bolts shall be visible outside the enclosure. The cabinet door shall be fitted for a Best internal type lock. The cabinet shall have ventilation louvers on the lower and upper sides complete with screens filters and have rain tight gaskets. The cabinet door shall have a one piece weather proof neoprene gasket. SECTION 9- 29.24(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 9- 29.24(1) Painting (RC) The finish coat shall be a factory baked on enamel light grey ID color. The galvanized surface shall be etched before the baked on enamel is applied. The interior shall be given a finish coat of exterior grade of white metal enamel. Painting shall be done in conformance with the provisions of Section 8- 20.3(12). SECTION 9- 29.24(2) IS DELETED AND REPLACED WITH THE FOLLOWING. 9- 29.24(2) Electrical Circuit Breakers and Contactors (RC) The electrical circuit breakers and contactors shall be as indicated on the contract plans and detail sheets. The following equipment shall be featured within the cabinet. 1. Main circuit breaker 2. Branch circuit breakers 3. Utility plug (120 volt -20 Amp rated) G.F.I. Type 4. Light control test switch (120 volt -15 Amp) 5. Contactor relay for each circuit 6. Double pole branch breaker(s) for lighting circuits (240 volt 7. One 120 volt, 20 Amp single pole branch breaker (for utility plugs) 8. Type 3- single phase 1201240 volt grounded neutral service 9. One 120 volt 40 Amp single pole branch breaker (signal service 10. Complete provisions for 16 breaker poles 11. Name plates phenolic black with white engraving except the main breaker which shall be red with white lettering. All name plates shall be attached by S.S. screws. 12. Meter base sections are unnecessary SECTION 9-29.25 IS DELETED AND SUPPLEMENTED BY THE FOLLOWING: 9 -29.25 Terminal and Interconnect Cabinets (RC) The pole mounted terminal box shall be made of molded fiberglass be grey in color, be approximately 16' high x 13-7/8" wide x 5-7/8' deep and have a minimum of 16 terminals on the terminal blocks. The box shall be weather tight, have a single door with continuous hinge on one side and screw hold downs on the door locking side. All hardware will be stainless steel. All mounting hardware shall be stainless steel and shall be incidental to the unit price of terminal box. Terminal blocks shall be 600V heavy duty, barrier type. Each terminal shall be separated by a marker strip. The marker strip shall be permanently marked with the circuit number indicated in the Plans Each connector shall be a screw type with No. 10 post capable of accepting no less than 3 #12 AWG wires fitted with spade tips. Cabinet doors shall be gasketed with a one -piece closed cell neoprene gasket and shall have a stainless steel piano hinge. One spare 12 position terminal block shall be installed in each terminal cabinet and amplifier cabinet. Mounting shall be as noted in the contract. Interconnect splice tower cabinets shall be Type F, with nominal dimensions of 22" high x 13" wide x 11" deep and constructed of cast aluminum and fitted with a Best internal lock. Page -SP -57 Revision Date: May 19, 1997 9 -30 Water Distribution Materials t y -3U Water Distribution Materials 9 -30 Water Distribution Materials SECTION 9- 30.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING. 9 -30.1 Pipe SECTION 9- 30.1(1) IS REVISED AS FOLLOWS. 9- 30.1(1)Ductile Iron Pipe (RC) 1. Ductile iron pipe shall be centrifugally cast and meet the requirements of AWWA C151. Ductile iron pipe shall have a cement - mortar lining meeting the requirements of AWWA C104. Duct-W imn pope to be joined lacing baited 11-aged joints rhft'Lbe All other ductile iron pipe shall be Standard Thickness Class 5250 or the thickness class as shown in the Plans. 9-30.3 Valves SECTION 9- 30.3(1) HAS BEEN REVISED AS FOLLOW.• 9- 30.3(1) Gate Valves (RC) Valves shall be designed for a minimum water operating pressure of 200 PSI. Gate valves shall be Iowa List 14, Mueller Company No. A2380, Kennedy, or M&H. Approval of valves other than models specified shall be obtained prior to bid opening. All Rate valves less than 12" in diameter shall include an 8' x 24' cast iron gate valve box and extensions, as required. All 12' diameter and larger Rate valves shall be installed in a vault. See Water Standard Detail for 12" gate valve assembly vault and 1' bypass installation. Gate valves shall conform to AWWA C3W and shall be iron body, bronze - mounted, double disc with bronze wedtint device and O-ring stuffmg box. RESILIENT SEATED GATE VALVES: Resilient seated Rate valves shall be manufactured to meet or exceed the requirements of AWWA Standard C509 latest revisions. All external and internal ferrous metal surfaces of the Rate valve shall be coated for corrosion protection with fusion bonded epoxy. The epoxy coating shall be factory applied to all valve parts prior to valve assembly and shall meet or exceed the requirements of AWWA Standard C -550 latest revision. Valves shall be provided with two (2) internal O-ring stems seals. The valves shall be equipped with one (1) anti - friction washer. The resilient Rate valve shall have rubber sealing surfaces to permit bi- directional flow. The stem shall be independent of the stem nut or intetrally cast. Manufacturers of Resilient Seated Rate Valves shall provide the City on request that the valve materials meet the City specifications. Valves shall be designed for a minimum water operating pressure of 200 psi. End connections shall be mechanical ioints, flanged pints or mechanical by flamed joints as shown on the pro ject plant. Resilient Seated Gate Valves shall be U.S. Metroseal 250, Clow, M&H Style 3067, Mueller Series 2370, Kennedy. Approval of valves other than model specified shall be obtained prior to bid opening. All gate valves less than 12 inches in diameter shall include an 8'x24" cast iron gate valve box and extensions, as required. All 12 inch diameter and larger resilient seated gate valves shall have a 1 inch by -pass assembly and shall be installed in a concrete vault per City of Renton Standard Details, latest revision. 9- 30.3(3) Butterfly Valves Q Butterfly valves shall be Dresser 450 or Pratt Groundhog. SECTION 9-30.3(S) HAS BEEN DELETED AND REPLACED WITH THE FOLLOWING: 9- 30.3(5) Valve Marker Posts (RC) The valve markers shall be fabricated and installed in conformance with the Standard Drawings. - - Valve markers shall be carsonite composite utility marker .375 "x 6' -0" or approved equal with blue label "water. SECTION 9- 30.3(7) HAS BEEN SUPPLEMENTED AS FOLLOWS: 9- 30.3(7) Combination Air Release/Air Vacuum Valves (RC) Air and vacuum release valves shall be APCO- Valve and Primer Corp, "Heavy - Duty,' combination air release valve, or zeal. Installation shall be per the City of Renton Standard Detail, latest revision. Piping and fining shall be copper or brass. Location of the air release valve as show on the plans is approximate. The installation shall be set at the high point of the litre. SECTION 9- 30.3(8) IS REVISED AS FOLLOWS: 9- 30.3(8) Tappit:g Sleeve and Valve Assembly (RC) Tapping sleeves shall be cast iron, ductile iron epoxy - coated steel, or other approved material. SECTION 9- 30.3(9) IS A NEW SECI70N: 9- 30.3(9) Blow-Off Assembly (RQ Permanent blow -off assembly shall be f78 Kupferle Co. or approved equal. Instillation of blow -off permanent blow - off assembly shall be per City of Renton Water Standard Detail, latest revision. Pipe and fittings shall be galvanized. Blow-off assembly shall be installed at locations) shown on the plant. Temporary blow -off assembly on new dead -end water train shall be installed at location shown on the Plana. Temporary blow -off assemblies for testing and flushing of the new water mains will not be included under this item and shall be considered incidental to the contract and no additional payment shall be made. SEC770N 9-30.5 IS SUPPLEMENTED BY ADDING 7WE FOLLOWING: 9-30.5 Hydrants (RC) Fire hydrants shall be Iowa, Corey Type (opening with the pressure) or approved equal conforming to AWWA C- 502 -85. Approval must be obtained prior to bid opening. Compression type fire hydrants (opening atainst pressure) shall be Clow Medallion. M&H 929. Mueller Super Centurion 200, conformint to AWWA C- 502 -85. SECTION 9`30.5(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING. 9- 30.5(1) End Connections (RC) Hydrants shall be constructed with mechanical joint connection unless otherwise specified in bid proposal description. Page-SP - -58 Revision Date: May 19, 1997 n r j D n r� r, P, 9 -30 Water Distribution Materials SECTION 9- 30.5(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 9- 30.5(2) Hydrant Dimensions (RQ 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 12 inch hose nozzles with National Standard Threads 7 12 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 -12' 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, bardcoat 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 9 -30 Water Distribution Materials 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. SECTIONS OF 9- 30.6(3) HAVE BEEN MODIFIED AS FOLLOWS. 9- 30.6(3) Service Pipe 9- 30.6(3)B Polyethylene Pipe (RC) Polyethylene pipe shall not be used: 9- 30.6(3)C Polybutalene Pipe (RC) Polybutalene pipe shall not be used. SECTION 9- 30.6(4) HAS BEEN REVISED AS FOLLOWS: Fittings used for copper tubing shall be compression type with gripper ring. SECTION 9- 30.6(5) HAS BEEN SUPPLEMENTED AS FOLLOWS: 9- 30.6(5) Meter Setters (RC). Meter setters shall be installed per the City of Renton Standard Details for water meters, latest revision. Page -SP -59 Revision Date: May 19, 1997 Page -SP -60 Revision Date: May 19, 1997 WSDOT AMENDMENTS WSDOT AMENDMENTS INDEX TO WSDOT AMENDMENTS WSDOT AMENDMENTS The following WSDOT Amendments shall be used in conjunction with the WSDOTIAPWA 1996 Standard Specifications for Road, Bridge and Municipal Construction, and with any project specific Special Provisions contained within the contract document. The following "Index - Amendments," as issued by WSDOT, has been edited to signify (with the letters SAX followed by the subsection number) specific subsection amendments that have been issued by WSDOT but are not used by the City of Renton. Those SAX subsections have been deleted from this document. The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications. In case of conflict, the order of precedence of the various contract documents shall be as speed in Section 1-04.2 as modified by the Renton Transportation Supplemental Specifications. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the last date of revision by WSDOT. SECTION 1 SECTION 2 02.AP1 SECTION 1-02, BID PROCEDURES AND 03.AP2 SECTION 2 -03, ROADWAY EXCAVATION CONDITIONS AND EMBANIGOOENNT (March 3, 1997) (March 3, 19979 "Irregular Proposals" revised. A new Amendment. Sub- section 2 -03.3(2) Rock 04.AP1 SECTION 1-04, SCOPE OF THE WORK Cuts is revised. Sub - section 2 -03.3(14)K Select of (March 3, 1997) Common Borrow is added. "increased or Decreased Quantities" revised. "Embankments at Bridge and Trestle Ends" formula revised. 07.API SECTION 1-07, LEGAL RELATIONS AND 09.AP2 SECTION 2-09, STRUCTURE EXCAVATION RESPONSIBnXITES TO THE PUBLIC (March 3, 19979 (March 3, 1 997) A new Amendment. Sub- section 2- 09.3(4) A new Amendment. Sub - section 1- 07.9(5) Construction Requirements, Structure Excavation, Required Documents is revised. Sub- section Class B, Sub - section 2-09.4 Measurement, and 1- 07.13(4) Repair of Damage is added. Sub - section 2-09.5 Payment are revised. Sub - "Required Records and Retention" revised. section 2- 09.3(1)E Backfilling, Controlled Density 09.AP1 SECTION 1-09, MEAT AND Fill is added. PAYMENT "Measurement" drywells added. (March 3, 19977 "Payment for Material on Hand" revised. SECTION 3 10.AP1 SECTION 1 -10, TEMPORARY TRAFFIC CONTROL 02•AP3 SECTION 3-02, STOCKPILING (March 3, 1997) _AGGREGATES A new Amendment. Sub - section 1- 10.3(5) �a 3' 1 ) "Asphalt Temporary Traffic Control Devices is revised. Concrete Aggregates" revised. Sub - section 1 -10.5 Payment is added. "Conformance to Established Standards ", "Traffic SECTION 5 Control Labor" and "Payment" have been revised. 04.AP5 SECTION 5-04, ASPHALT CONCRETE PAVEMM4T (September 30, 1996) A new Amendment. Subsection 5- 04.3(10)B Control is revised. Page -SP -60 Revision Date: May 19, 1997 WSDUTAMENDMENTS VVbVV1 AIV1LAVAlkN1J SECTION 6 SECTION 8 02.AP6 SECTION 6-02, CONCRETE STRUCTURES (March 3, 1997) A new Amendment. Sub - section 6- 02.3(2)C Contracting Agency- Provided Mix Design, Sub- section 6-02.3.(6)A Weather and Temperature Limits to Protect Concrete, and Sub - section 6- 02.3(24)C Placing and Fastening are revised. Subsection 6- 02.3(6)A Temperature and Time for Placement is added. Sub - section 6- 02.3(11) Curing Concrete is added. "Face Lumber, studs, Wales, and Metal Forms ", and "Field Bending" are revised. 10.AP6 SECTION 6-10, CONCRETE BARRIER (March 3, 1997) A new Amendment. Sub - section 6 -10.5 Payment is supplemented with an additional item. Sub- section 6- 10.3(1) Precast Concrete Barrier is added. " Precase Conc. Barrier" curing revised. SECTION 7 05.AP7 SECTION 7 -05, MANHOLES, INLETS, AND CATCH BASINS (March 3, 19977 Revised to include drywells. New standard item 1062 "precast cone. drywell ". Revised standard item 7345 `Abandon Existing Manhole ". 06.AP7 SECTION 7-06, CONCRETE PIPE ANCHORS . (March 3, 199%7 This section is deleted in its entirety. 08.AP7 SECTION 7 -08, GENERAL PIPE INSTALLATION REQUIItEMENTS (March 3, 1997) A new Amendment Sub- section 7 -08.3(1)C Pipe Zone Bedding is renamed to Bedding the Pipe. Sub- section 7 -08.3(2)D Pipe Laying — Steel or Aluminum, Sub- section 7 -08.4 Measurement, and Sub - section 7 -08.5 Payment are revised. "Materials ", "Trenches% "Jointing of Dissimilar Pipe ", and "Payment" are revised. "Standard plan for pipe collars pending. 17.AP7 SECTION 7 -17, SANITARY SEWERS (March 3, 1997) A new Amendment. Sub- section 7- 17.3(2)C Infiltration Test is revised. Sub- section 7 -17.2 Materials is added. "Infiltration Test" revised. 18.AP7 SECTION 7 -18, SIDE SEWERS (October 28, 1996) 09.AP8 SECTION 8-09, RAISED PAVEMENT MARKERS (March 3, 1997) A new Amendment. Sub - section 8 -09.1 Description is revised. A new section, Sub- section 8- 09.3(5) Recessed Pavement Markers is added. Sub - section 8-09.5 Payment is supplemented and revised. . Section revised St. Item from plural to singular. 10.AP8 SECTION 8-10, GUIDE POSTS (September 30, 1996) A new Amendment. Sub - section 8 -10.2 Materials is revised. Sub - section 8 -10.3 Construction Requirements is revised. 11.AP8 SECTION 8-11, GUARDRAIL (March 3, 1997) Anchor Installation revised. 15.AP8 SECTION 8-15, RU RAP (March 3, 1997) "Materials ", and "Measurement" are revised. 17.AP8 SECTION 8 -17, IMPACT ATIENUATOR SYSTEMS (March 3, 1997) Construction Requirements revised. 20.AP8 SECTION 8-20, ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL VWarch 3, 1997) A new Amendment. Sub - section 8- 20.3(4) Foundations is revised. Sub - section 8- 20.3(13)A Light standards is added. "Equipment List and Drawings" revised. 21.AP8 SECTION 8-21, PERMANENT SIGNING (March 3, 1997) A new Amendment. Sub - section 8- 21.3(6) Sign Refacing is revised. Sub - section 8 -21.2 Materials is added. Sub - section 8- 21.3(9)F Bases is added. Sub - section 8 -21.3 Construction Requirements is added. 'Construction Requirements", and 'Materials" are revised. 22.AP8 SECTION 8-22, PAVEMENT h AREING March 3, 19977 A new Amendment. Sub - section 8 -22.4 Measurement is revised. "Materials" revised. Page -SP-61 Revision Date. May 19, 19-97 k W SDOT AMI!:NDMENTS W SDOT AMENDMENTS SECTION 9 10.AP9 SECTION 9-10, PILING (September 30, 1996) OLAP9 SECTION 9 -01, PORTLAND CEMENT A new Amendment. Sub - section 9 -10.1 Timber (September 30, 1996) Piling is revised. Sub - section 9 -10.5 Steel Piling A new Amendment. Sub - section 9 -01.3 Tests and is revised. Acceptance is revised to reference "Mill Test Use message revised. Report Number ". ILAP9 SECTION 9-11, WATERPROOFING 02.AP9 SECTION 9-02, BITUMINOUS MATERIALS (March 3, 1997) (March 3, 1997) Asphalt waterproofing revised. "Anti- Stripping Additive" revised. 12.AP9 SECTION 9-12, MASONRY UNITS 03.AP9 SECTION 9 -03, AGGREGATES (March 3, 1997) (March 3, 1997) Revised. A new Amendment. Sub - section 9 -03.15 Bedding 13.AP9 SECTION 9-13, RIPRAP, QUARRY SPALLS, Material for Rigid Pipe is revised. Sub - section 9- SLOPE PROTECTION, AND ROCK WALLS 03.14(2) Select Borrow is revised. "Gravel Backfill ", revised to include drywells. (March 3, 1997) "Concrete Slab Riprap" section deleted. 04.AP9 SECTION 9-04, JOINT AND CRACK 16.AP9 SECTION 9-16, FENCE AND GUARDRAIL SEALING MATERIALS (March 3, 1997) (March 3, 1997) "Posts and Blocks ", revised. "Joint Mortar" revised. SECTION 9-17, FLEXIBLE GUIDE POSTS OS.AP9 SECTION 9 -05, DRAINAGE STRUCTURES, . (September 30, 1996) (September CULVERTS, AND CONDUITS , A new Amendment. Sub - section 9 -17.1 General (March 3. is revised. A new Amendment. Sub - section 9 -05.6(4) Structural Plate Pipe Arch, Sub - section 9- 21.AP9 SECTION 9 -21, RAISED PAVEMENT 05.6(8)A Corrugated Steel Plates, and Sub - section MARKERS (RPM) 9 -05.12(2) Profile Wall PVC Culvert Pipe and (September 30, 1996) Profile Wall PVC Storm Sewer Pipe are revised. A new Amendment. Sub - section 9- 21.1(1) Sub - sections revised and added concerning piping. Physical and Chemical Properties and Sub- section "Coupling Bands" revised. 9- 21.2(2) Optical Requirements are revised. Sub - section 9- 29.6(5) Foundation Hardware is revised. 06.AP9 SECTION 9-06, STRUCTURAL STEEL AND RELATED MATERIALS 29.AP9 SECTION 9-29, ILLUMINATION, SIGNALS, (March 3, 19977 ELECTRICAL A new Amendment. Sub - section 9- 06.5(3) High (September 30, 1996) Strength Bolts is revised. A new Amendment. Sub - section 9 -29.4 "High Strength Bolts" and `Anchor Bolts" are Messenger Cable, Fittings is revised. revised. Correction to "Bolt, Nut, and Washer Specifications. 33.AP9 SECTION 9-33, CONSTRUCTION GEOTEXTILE. 09.AP9 SECTION 9-09, TIMBER AND LUMBER (September 30, 1996) (March 3, 1997) A new Amendment. Sub - section 9 -33.2 A new Amendment. Sub- section 9- 09.3(1)B Geotextile Properties is revised. Placing in Treating Cylinders is revised.. Page -SP-62 Revision Date: May 19, 1997 4 r im SPECIAL PROVISIONS F ib DIVISION 1 GENERAL REQUIREMENTS 1 -01 DEFINITIONS AND TERMS 1 -01.2 Abbreviations 1- 01.2(2) Items of Work and Units of Measurement Supplement this section with the following: ACP Asphalt Concrete Pavement CPEP Corrugated Polyethylene Pipe Conn. Connection ID Inside Diameter Inv Invert MON Monument N North No. Number OD Outside Diameter PC Point of Curve PT Point of Tangency PI Point of Intersection PCC Portland Cement Concrete R/W Right -of -Way S South SS Sanitary Sewer or Side Sewer S.ST. Stainless Steel W West 1 -02 BID PROCEDURES AND CONDITIONS 1 -02.2 Plans and Specifications See "Instruction to Bidders" and "Bidders Checklist' contained in the Contract Documents herein for pre -bid information. 1 -02.4 Examination of Plans, Specifications, and Site Work 1- 02.4(1) General Add the following to the end of Section 1- 02.4(1): NE 2ND ST STORM LINE EXTENSION PROJECT Page 1 Locations of existing utilities shown on the Drawings are approximate and some existing utilities may have been omitted. It is the Contractor's responsibility to verify the locations and elevations of existing pipelines, structures, grades, and utilities prior to construction. The Owner assumes no responsibility for any conclusions or interpretations made by the Contractor on the basis of the information made available. Before submitting a Bid, each Bidder will, at Bidder's own expense, make or obtain 1 -02.5 Proposal Forms Delete the first sentence of this section and replace with the following: The Proposal and associated forms are included in these Contract Documents under Documents Submitted in Sealed Bid Package. These forms shall not be altered by the bidder. Reference herein to the Proposal Form(s) shall mean the "Proposal" and "Schedule of Prices." 1 -03 AWARD AND EXECUTION OF CONTRACT 1 -03.1 Consideration of Bids (Addition) The contract will be awarded to the lowest responsive, responsible bidder. 1 -03.2 Award of Contract (Supplemental Section) The contract award or bid rejection will occur within 30 calendar days after bid opening. 1 -03.3 Execution of Contract (Revision) This section has been amended to read as follows: "Within 5 calendar days after receipt from the City of the forms and documents required to completed by the Contractor." 1 -04 SCOPE OF THE WORK 1 -04.3 Project Coordination (New Section) It shall be the responsibility of the Contractor to coordinate all work to be performed under this contract, including the ordering and acquisition of all equipment and materials. This coordination shall encompass all work to be performed by the Contractor, their subcontractor, the City and any public utilities which may be involved. 1 -06 CONTROL OF MATERIAL NE 2ND ST STORM LINE EXTENSION PROJECT Page 2 W 1 -06.1 Source of Supply and Quality of Materials (Supplemental Section) No source has been provided for any materials necessary for the construction of this improvement. The Contractor shall arrange to obtain the necessary materials at his own expense, and all costs of acquiring, producing, and placing this material in the finished work shall be included in the unit contract prices for the various items involved. If the sources of materials provided by the Contractor necessitates hauling over roads other than City streets, the Contractor shall, at his own cost and expense, make all arrangements for the use of the haul routes. 1 -06.7 Shop Drawings and Submittals (Additional Section) 61 1- 06.7(1) General (Additional Section) Shop drawing and submittal review will be limited to general design requirements only, and shall not relieve the Contractor from responsibility for errors or omissions, or responsibility for consequences due to deviations from the contract documents. No changes may be made in any submittal ik after it has been reviewed except with written notice and approval from the Owner. By approving shop drawings, submittals, and any samples, the Contractor thereby represents that he has determined and verified all field measurements, field construction criteria, materials, catalog numbers, and similar data, and that he has checked and coordinated each shop drawing with the requirements of the work and of the contract documents. Shop drawing and submittal data for each item shall contain sufficient information on each item to determine if it is in compliance with the contract requirements. Owner will pay the costs and provide review services for a first and second review of each submittal item. Additional reviews shall be paid by the Contractor by withholding the appropriate amounts from each payment estimate. Shop drawing and submittal items that have been installed in the work but have not been approved through the review process shall be removed and an approved product shall be furnished, all at the Contractor's expense. The Contractor shall review each submittal and provide approval in writing or by stamping with a statement indicating that the submittal has been approved and the Contractor has verified dimensional information, confirmed that specified criteria has been met, and acknowledges that the product, method, or information will function as intended. 1- 06.7(2) Required Information (Additional Section) r NE 2ND ST STORM LINE EXTENSION PROJECT r Page 3 Submit five copies of each submittal to the Engineer. Shop drawings and submittals shall be submitted on 8'h "x11 ", 11 "x17 ", or 22 "x34" sheets and shall contain the following information: 1. Project 2. Contractor 3. Engineer 4. Owner 5. Applicable specification and drawings reference. 6. A stamp showing that the Contractor has checked the equipment for conformance with the contract requirements, coordination with other work on the job, and dimensional suitability. 7. A place for the Engineer to place a 3 inch by 4 inch review stamp. 8. Shop or equipment drawings, dimensions, and weights 9. Catalog information 10. Manufacturer's specifications 11. Special handling instructions 12. Maintenance requirements 13. Wiring and control diagrams 14. List of contract exceptions 15. Other information as required by the Engineer 1- 06.7(3) Review Schedule (Additional Section) Shop drawings and submittals will be reviewed as promptly as possible, and transmitted to Contractor not later than 10 working days after receipt by the Engineer. The Contractor shall revise and resubmit as necessary to obtain approval. Delays caused by the need for resubmittal may not be a basis for an extension of contract time or delay damages at the discretion of the Owner. At least one set of shop drawings will be returned to the Contractor after review. Additional sets will be returned to the Contractor, if remaining. 1- 06.7(4) Substitutions (Additional Section) Any product or construction method that does not meet these specifications will be considered a substitution. Substitutions must be approved prior to their installation or use on this project. 1- 06.7(4)A After Contract Execution (Additional Section) , Within 30 days after the date of the contract, Owner will consider formal requests from Contactor for substitution of products in place of those , specified. Submit two copies of request for substitution. Data shall include the necessary change in construction methods, including a detailed description of proposed method and related drawings illustrating methods. ' An itemized comparison of proposed substitution with product or method specified shall be provided. NE 2ND ST STORM LINE EXTENSION PROJECT , Page 4 In making a request for substitution, Contractor represents that he has personally investigated proposed product or method and has determined that it is equal or superior to, in all respects, the product specified. Contractor shall coordinate installation of accepted substitutions into the work, making changes that may be required for work to be completed. Contractor waives all claims for additional costs related to substitutions which consequently becomes apparent. 1- 06.7(5) Submittal Requirements (Additional Section) The following submittal items shall be provided to the Engineer by the Contractor. Additional submittal information shall be provided to the Engineer by the Contractor if required by the Engineer. 1- 06.7(4) Substitutions 5 -04.2 Asphalt Concrete Pavement Materials 7 -04.2 Storm Sewer Pipe Materials 7 -05.2 Manhole and Catch Basin Materials 7- 08.3(1)B Shoring Plan 7- 17.3(1)B Pipe Bedding 7- 17.3(1)C Pipe Foundation 7- 17.3(1)D Trench Dewatering Plan 7- 17.3(3) Backfilling Storm Trenches Storm Flow Bypass Plan Climbing and Fall Restraint System Watertight Plug Design for 48 -inch Pipe 1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1- 07.1(1) Archaeological Discoveries and Historic Preservation Clause (Addition) The Contractor shall adhere to the National Historic Preservation Act of 1966 and 36 CFR 800 which provide for the preservation of potential historical, architectural, archaeological, or cultural resources (herein called "cultural resources ") and fair compensation to the Contractor for delays resulting from such cultural resources investigations. In the event that potential cultural resources are discovered during subsurface excavations at the site of construction, the following procedures shall be instituted: 1. The Owner shall issue a Work Suspension Order directing the Contractor to cease all construction operations at the location of such potential cultural resources find. 2. If archaeological findings include human remains, the Engineer shall contact a qualified archaeologist in consultation with the State Historic Preservation Officer (SHPO) to evaluate the remains. 3. Such Work Suspension Order shall be effective until such time as a qualified archaeologist can be called by the Engineer to assess the significance of these potential cultural resources and make recommendations to the State Historical Preservation Officer. If the archaeologist, in consultation with State Historic Preservation, determines that the potential find is a significant cultural resource, the Owner shall extend the duration of the Work Suspension Order. NE 2ND ST STORM LINE EXTENSION PROJECT Page 5 4. Suspension of work at the location of the find shall not be grounds for any claim by the Contractor unless the suspension extends beyond the contract working days allowed for the project, in which case the Engineer will make an adjustment for increased cost of performance of the contract. 1- 07.2(1) State Sales Tax Add the following to Section 1- 07.2(1): The work on this contract is to be performed upon lands whose ownership obligates the Contractor to collect state sales tax from the City of Renton. Payment of sales tax to the Washington State Department of Revenue is, under this contract, required to be made by the Contractor. The Contractor shall, at the time of making payment of sales tax, identify the work as having been performed within the City of Renton and for the City of Renton. 1 -07.5 Wildlife, Fisheries, and Ecology Regulations (addition) The Contractor shall comply with all Construction related provisions of the HPA, Short -Term Water Quality Exceedence permit, and other permits obtained by the City. The Contractor shall be responsible for making any changes required by the agencies, and payment of any fines, for violation of any construction related permit provisions. The City will not make additional compensation for any changes or fines due to the Contractor's violation of construction provisions. 1 -07.13 Contractors Responsibility for Work 1- 07.13(1) General Add the following: Whether or not there appears here or elsewhere herein specific reference to guarantees of all items of materials, equipment, and workmanship, they nevertheless shall be so guaranteed against mechanical, structural, or other defects for which the Contractor is responsible that may develop or become evident within a period of one year from and after acceptance of the work by the Owner. Such guarantees shall include care of backfilling of ditches or at structures should they fill settle to such extent as to require refilling or resurfacing roadway surfaces to restore the original or intended condition or grade. This guarantee shall be understood to imply prompt attention to any remedy of such defects as those mentioned above if and as they occur after the Contractor shall have written notice of their existence. If the defect, in the opinion of the Owner, is of such nature as to demand immediate repair, the Owner shall have the right to correct and cost thereof shall be borne by the Contractor. NE 2ND ST STORM LINE EXTENSION PROJECT Page 6 1 -07.16 Protection and Restoration of Property 1- 07.16(1) Private /Public Property (Supplemental Section) Private property such as plants, shrubs, trees, fences, mailboxes, curbs, walks, driveways, and rockeries within the work area shall be removed and restored to the satisfaction of the property owner. It shall be the Contractor's responsibility to notify each property owner when it is necessary to remove such improvements to facilitate the Contractor's progress, and to remove those improvements to locations requested by the property owner or to restore them in their original location in as near original condition as possible. All lawn within the area to be disturbed by the Contractor's operations shall be cut with asod cutting machine, removed and disposed. The disturbed lawn area shall be restored, after trench is back - filled and compacted. Restoration shall consist of placing 4" compacted topsoil, hydro seed, fertilize and mulch. Disturbed lawn areas, after replacement of topsoil, reseed, fertilize and mulch shall be watered a minimum of four (4) times a week for three weeks. The water shall be of such duration as to soak the seeded areas thoroughly and promote good root growth. Such removal and restoration shall be considered incidental to the bid item "Restoration ", per lump sum and no further compensation will be made. 1- 07.16(3)A Protection and Restoration of Existing Markers and Monuments All existing survey monuments and property corner markers shall be protected from movement or damage by the Contractor. All existing markers and /or monuments that are damaged or removed for construction purposes shall be referenced by survey ties and then replaced by the Contractor. The Contractor shall coordinate work with the City Engineer and City staff to reference the markers and /or monuments and replace them, as required by state law. All existing property corner markers disturbed or removed by the Contractor's operations shall be replaced at the Contractor's own expense. 1- 07.16(5) Utility Service (New Section) The Contractor shall maintain the operational service of water distribution mains, and storm drainage mains at all times. Upon approval by the Engineer, individual water service pipes may be off line for 4 hours and catch basins for 8 hours. No sewer servicewill be allowed to be shut down for more than 8 hours per day. Sanitary sewer service systems shall be maintained operational in as continuous a manner as possible. Where services are to be shut down, affected parties and the Engineer shall be notified in writing at least 72 hours in advance of the time and period of shut -down. The Contractor shall make every effort to keep shut down schedules to periods of anticipated minimum usage and for the least period of time. 1- 07.16(6) Restoration of Property (New Section) The Contractor shall protect property in the vicinity of the work site and in instances of destruction or damage, restore the item to pre- construction condition at the Contractor's expense. NE 2ND ST STORM LINE EXTENSION PROJECT Page 7 1 -07.17 Utilities and Similar Facilities Section 1 -07.17 of the APWA Division I General Requirements is supplemented by the following: The locations and dimensions shown in the plans for existing buried facilities are in accordance with available information obtained without uncovering, measuring, or other verification. It shall be the Contractor's responsibility to verify and /or determine the correct location of all utilities, public and private, that may be affected by his work under this contract. The Owner assumes no responsibility for improper locations or failure to show utility locations on the construction plans. The Contractor shall pothole all existing utilities in advance of pipe installation to verify that the required vertical and horizontal clearances exist. Any adjustment to pipe location and elevation must be approved by the Engineer prior to installation. The Contractor shall check with the utility companies concerning any possible conflict prior to commencing excavation in any area, as not all utilities may be shown or correctly located on the Plans. The Contractor shall be entirely responsible for coordination with the utility companies and arranging for the movement or adjustment, either temporary or permanent, of their facilities within the project limits. No additional compensation will be made to the Contractor for reason of delay caused by the actions of any utility company, and the Contractor shall consider such costs to be incidental to the other items of the contract. The Contractor is alerted to the existence of Chapter 19.122 RCW, a law relating to underground utilities. Any cost to the Contractor incurred as a result of this law shall be at the Contractor's expense. The contents of Chapter 19.122 RCW are provided below: RCW 19.122 UNDERGROUND UTILITIES 19.122.010 Intent It is the intent of the legislature in enacting this chapter to assign responsibilities for locating and keeping accurate records of utility locations, protecting and repairing damage to existing underground facilities, and protecting the public health and safety from interruption in utility services caused by damage to existing underground utility facilities (1984 c 144 1.) 19.122.020 Definitions Unless the context clearly requires otherwise, the definitions in this section apply through out this chapter. A. "Business day" means any day other than Saturday, Sunday, or a legal local, state, or federal holiday. B. "Damage" includes the substantial weakening of structural or lateral support of an underground facility, penetration, impairment, or destruction of any underground protective coating, housing, or other protective device, or the severance, partial or NE 2ND ST STORM LINE EXTENSION PROJECT Page 8 complete, of any underground facility to the extent that the project owner or the affected utility owner determines that repairs are required. C. "Emergency" means any condition constituting a clear and present danger to life or property, or a customer service outage. D. "Excavation" means any operation in which earth, rock, or other material on or below the ground is moved or otherwise displaced by any means, except the tilling of soil less than twelve inches in depth for agricultural purposes, or road and ditch maintenance that does not change the original road grade or ditch flow line. E. "Excavator" means any person who engages directly in excavation. F. "Identified facility" means any underground facility which is indicated in the project Plans as being located within the area of proposed excavation. G. "Identified but un- locatable underground facility" means an underground facility which has been identified but cannot be located with reasonable accuracy. H. "Locatable underground facility" means an underground facility which can be field - marked with reasonable accuracy. "Marking" means the use of stakes, paint, or other clearly identifiable materials to show the field location of underground facilities, in accordance with the current color code standard of the American Public Works Association. Markings shall include identification letters indicating the specific type of the underground facility. J. "Person" means an individual, partnership, franchise holder, association, corporation, a state, a city, a county, or any subdivision or instrumentality of a state, and its employees, agents, or legal representatives. K. "Reasonable accuracy" means location within twenty -four inches of the outside dimensions of both sides of an underground facility. L. "Underground facility" means any item buried or placed below for use in connection with the storage or conveyance of water, sewage, electronic, telephonic or telegraphic communications, cablevision, electronic energy, petroleum products, gas, gaseous vapors, hazardous liquid, or other substances and including but not limited to pipes, sewers, conduits, cables, valves, lines, wires, manholes, attachments, and those parts of poles or anchors below ground. M. "One- number locator service" means a service through which a person can notify utilities and request field- marking of underground facilities. (1984 c 144 2.) 19.122.030 Notice of excavation to owners of underground facilities - One - number locator service - Time for notice - Marking of underground facilities - Costs Before commencing any excavation, the excavator shall provide notice of the scheduled commencement of excavation to all owners of underground facilities through a one - number locator service. All owners of underground facilities within a one - number locator service NE 2ND ST STORM LINE EXTENSION PROJECT Page 9 area shall subscribe to the service. One number locator service rates for cable television companies will be based on the amount of their underground facilities. If no one - number locator service is available, notice shall be provided individually to those owners of underground facilities known to or suspected of having underground facilities within the area of proposed excavation. The notice shall be communicated to the owners of underground facilities not less than two business days or more than ten business days before the scheduled date for commencement of excavation, unless otherwise agreed by the parties. Upon receipt of the notice provided for in this section, the owner of the underground facility shall provide the excavator with reasonably accurate information as to its locatable underground facilities by surface - marking the location of the facilities. If there are identified but un- locatable underground facilities, the owner of such facilities shall provide the excavator with the best available information as to their locations. The owner of the underground facility providing the information shall respond no later than two business days after the receipt of the notice or bE�fore the excavation time, at the option of the owner, unless otherwise agreed by the parties. Excavators shall not excavate until all know facilities have been marked. Once marked by the owner of the underground facility, the excavator is responsible for maintaining the markings. Excavators shall have the right to receive compensation from the owner of the underground facility for costs incurred if the owner of the underground facility does not locate its facilities in accordance with this section. The Owner of the underground facility shall have the right to receive compensation for costs incurred in responding to excavation notices given less than two business days prior to the excavation from the excavator. An owner of underground facilities is not required to indicate the presence of existing service laterals or appurtenances if the presence of existing service laterals or appurtenances on the site of the construction project can be determined from the presence of other visible facilities, such as buildings, manholes, or meter and junction boxes on or adjacent to the construction site. Emergency excavations are exempt from the time requirements for notification provided in this section. If the excavator, while performing the contract, discovers underground facilities which are not identified, the excavator shall cease excavating in the vicinity of the facility and immediately notify the owner or operator of such facilities, or the one - number locator service. (1988 c99 1; 1984 c 144 3.) 19.122.040 Underground facilities identified in bid or contract - Excavator's duty of reasonable care - Liability for damages - Attorney's Fees. A. Project owners shall indicate in bid or contract documents the existence of underground facilities known by the project owner to be located within the proposed area of excavation. The following shall be deemed changed or differing site conditions: NE 2ND ST STORM LINE EXTENSION PROJECT Page 10 1. An underground facility not identified as required by this chapter or other provision of law; and 2. An underground facility not located, as required by this chapter or other provision of law, by the project owner or excavator if the project owner or excavator is also a utility. B. An excavator shall use reasonable care to avoid damaging underground facilities. An excavator shall: 1. Determine the precise location of underground facilities which have been marked; 2. Plan the excavation to avoid damage to or minimize interference with underground facilities in and near the excavation area; and 3. Provide such support for underground facilities in and near the construction area, including during backfill operations, as may be reasonably necessary for the protection of such facilities. C. If an underground facility is damaged and such damage is the consequence of the failure to fulfill an obligation under this chapter, the party failing to perform that obligation shall be liable for any damages. Any clause in an excavation contract which attempts to allocate liability, or requires indemnification to shift the economic consequences of liability, different from the provisions of the chapter is against public policy and unenforceable. Nothing in this chapter prevents the parties to an excavation contract from contracting with respect to the allocation of risk for changed or differing site conditions. D. In any action brought under this section, the prevailing party is entitled to reasonable attorney's fees. (1984 c 144 4.) 19.122.05 Damage to underground facility - No notification by excavator - Repairs or relocation of facility A. An excavator who, in the course of excavation, contacts or damages an underground facility shall notify the utility owning or operating such facility and the one - number locator service. If the damage causes an emergency condition, the excavator causing the damage shall also alert the appropriate local public safety agencies and take all appropriate steps to ensure the public safety. No damaged underground facility may be buried until it is repaired or relocated. B. The owner of the underground facilities damaged shall arrange for repairs or relocation as soon as is practical or may permit the excavator to do necessary repairs or relocation at a mutually acceptable price. (198 c 144 5). 19.122.060 Exemption from notice and marking requirements for property owners An excavation of less than twelve inches in vertical depth on private non - commercial property shall be exempt from the requirements of RCW 19.122.030, if the excavation is NE 2ND ST STORM LINE EXTE�vOION PROJECT Page 11 being performed by the person or an employee of the person who owns or occupies the property on which the excavation is being performed. (1984 c 144 6.) 19.122.070 Civil penalties - Treble damages - Existing remedies not affected A. Any person who violates any provision of this chapter, and which violation results in damage to underground facilities, is subject to a civil penalty of not more than one thousand dollars for each violation. All penalties recovered in such actions shall be deposited in the general fund. B. Any excavator who willfully or maliciously damages a field- marked underground facility shall be liable for treble the costs incurred in repairing or relocating the facility. In those cases in which an excavator fails to notify known underground facility owners or the one - number locator service, any damage to the underground facility shall be deemed willful and malicious and shall be subject to treble damages for costs incurred in repairing or relocating the facility. C. The chapter does not affect any civil remedies for personal injury or for property damage, including that to underground facilities, nor does this chapter crest any new civil remedies for such damage. (1984 c 144 7.) 19.122.080 Waiver of notification and marking requirements The notification and marking provisions of this chapter may be waived for one or more designated persons by an underground facility owner with respect to all or part of that underground facility owner's own underground facilities (1984 c 144 9.) 19.122.900 Severability - 1984 c 144 If any provisions of this act or its application to any person or circumstance is held invalid, the remainder of the act or the application of the provision to other persons or circumstances is not affected. (1984 c 144 9.) 1- 07.18(1) General (Revised) The Owner shall be given 45 days prior written notice by certified mail of any cancellation, reduction or modification of the insurance. 1- 07.18(3) Limits (Addition) The limits of liability for the insurance required shall provide coverage for not less than the following amounts or greater where required by Laws and Regulations: A. Worker's compensation: (under limits of liability stated on the City of Renton Insurance Information for enclosed within Attachment A). B. Comprehensive General Liability: (under limits of liability stated on the City of Renton Insurance Information form enclosed within Attachment A). NE 2ND ST STORM LINE EXTENSION PROJECT Page 12 1 1 1 1 Policies shall include premises /operations, products, completed operations, independent Contractors, Owners and Contractors protective, Explosion, Collapse, Underground Hazard, Broad for Contractual, Person Injury with employment exclusion deleted, and Broad Form Property Damage. C. Comprehensive Automobile Liability: (under limits of liability stated on the City of Renton Insurance Information form enclosed within Attachment A) including Owned, Hired, and Non owned Vehicles: D. The Contractor will be required as part of the insurance provided to complete and submit the attached City of Renton Insurance Information form, and Policy Declaration pages, Endorsement and Coverage Questionnaire forms included in Attachment A of these Contract Documents, prior to Notice to Proceed. Policies shall also specify insurance provided by Contractor will be considered primary and not contributory to any other insurance available to the Owner or the Engineer. All policies shall provide for 45 days written notice prior to any cancellation or non- renewable of insurance policies required under Contract. "Will endeavor" and "but failure to mail such notice shall impose no obligation or liability of any kind upon the Company, its agents or representatives" wording will be deleted from certificates. Policies shall be provided only by companies with an "Alfred M. Best Rating" of not less than Al2. 1- 07.18(4) Endorsement (Addition) The Contractor shall also name the Owner and Engineer, and their officers, directors, agents, and employees as "additional insureds" under the insurance policies. Subsequent to award of the contract the Contractor shall submit to the Owner the following: A. City of Renton Insurance Information in the form Attachment A herein without modification and policy declaration pages obtained from the insurance carrier. B. Insurance Questionnaire (enclosed within Attachment A herein) completely filled out and appropriately executed: C. Insurance Endorsement (enclosed within Attachment A herein) executed by an appropriate representative of the insurance company(ies). NE 2ND ST STORM LINE EXTENSION PROJECT I Page 13 1 -08 PROSECUTION AND PROGRESS 1- 08.1(3) Hours of Work ( Addition) Work hours shall be limited to weekdays only, between the hours of 7:00 a.m. and 5 :00 p.m. unless otherwise approved in advance by the City. The Contractor may request in writing permission to start before 7:00 a.m. Approval for work before 7:00 a.m. may be revoked at any time by the Engineer if noise cornplaints are received by the City. Truck hauling shall be limited to the hours of 8:30 am to 3:30 PM on arterial streets. The Contractor shall give a minimum 48 hours notice to the City prior to work on any roadway and shall do no work on the roadway without a traffic control plan approved by the City Traffic Engineer. Work on weekends will not be allowed, except as approved in writing by the Engineer 1 -08.5 Time for Completion (Additional Section) The Contractor shall complete all work within the working days specified in this section and within the Contract Document. Failure to complete the work prior to this date shall be grounds for implementation of liquidated damages in accordance with section 1 -08.9 and may require termination of contract in accordance with section 1- 08.10. 1 -08.13 Compensation for Overtime Work (New Section) Add the following section: The Owner reserves the right to charge the Contractor and may deduct from periodical and final payment, labor expenses attributed to administrative, engineering and inspection work incurred by the Owner for overtime work associated with the project construction. The Contractor shall pay to the Owner the costs of certain engineering and inspection expenses in the event that the Owner should grant an extension(s) of time because of avoidable delay. The amount of said expenses shall be computed and determined on the basis of an itemized schedule of engineering and inspection labor charges determined for the actual hours of labor performed beyond a forty -hour work week, or beyond the scheduled date of completion. 1 -09 MEASUREMENT AND PAYMENT 1 -09.8 Payment for Material on Hand (Addition) Section 1 -09.8 of the Standard Specifications is supplemented with the following: NE 2ND ST STORM LINE EXTENSION PROJECT Page 14 The Contractor is cautioned against placing orders for full quantities of materials until the work has advanced to a state permitting the determination of the exact quantities required. Estimates of quantities of materials furnished by the Engineer are understood to be approximate only and, unless otherwise specified, the City will in no way be responsible for any increased costs or extra expense that the Contractor may have to bear on account of materials or work not being ordered at some earlier date. Payment for "Material on Hand" will be made only when considered desirable and appropriate by the City. The City reserves the right to make the final determination as to whether payment will be made for "Material on Hand." 1 -09.9 Payments Supplement this section with the following: dy "Basis of Payment." In consideration of the faithful performance of all the covenants, stipulations, and agreements of this Contract to be kept and performed by the Contractor, the City covenants and agrees to pay the Contractor the amount bid as adjusted when so stipulated in the Contractor's proposal for the work actually performed as determined by the final estimate of the Engineer, less any deductions for failure to complete the work within the time specified; and less any deductions for claims and damages paid by the City due to acts or omissions of the Contractor and for which he is liable under this Contract. Items or work clearly indicated in the Plans or in the Specifications as work under this Contract but for which an item has not been set forth in the proposal shall be included in other items of work. Failure to do so will not relieve the Contractor of his responsibility to perform the work indicated and no other compensation will be allowed. 1- 09.9(2) Retainage Section 1- 09.9(2) of the APWA Division I General Conditions is supplemented with the following: "r Upon completion of the project the retainage shall be returned to the Contractor when all of the following are satisfied: 1. The Contractor and each Subcontractor shall submit to the City of Renton, and to the Department of Labor and Industries, a "Statement of Intent to Pay Prevailing A Wages." 2. Following the acceptance of the project, the Contractor and each Subcontractor shall submit to the City of Renton, and to the Department of Labor and Industries, an "Affidavit of Wages Paid." This affidavit certifies all prevailing wage requirements have been met. 3. The Contractor shall submit a "Request to Release" to the Department of Labor and Industries. That agency provides the form. NE 2ND ST STORM LINE EXTENSION PROJECT Page 15 4. At least 30 days have elapsE�d since final acceptance of the project by the City of Renton at one of its regularly scheduled meetings. 5. The City Clerk must have received a "Release" for the project form the Department of Labor and Industries and a "Release" from the Department of Revenue. 6. The City Clerk must have received a letter from the Contractor, on the Contractor's letterhead, stating that all bills and wages have been paid on this project. 1 -09.14 Payment Schedule (New Section) GENERAL - Scope A. Payment for the various items of the Bid Sheets, as further specified herein, shall include all compensation to be received by the CONTRACTOR for furnishing all tools, equipment, supplies, and manufactured articles, and for all labor, operations, and incidentals appurtenant to thE) items of work being described, as necessary to complete the various items of the WORK all in accordance with the requirements of the Contract Documents, including all appurtenances thereto, and including all costs of compliance with the regulations of public regulations of public agencies having jurisdiction, including Safety and Health Administration of the US Department of Labor (OSHA). B. The Owner shall not pay for material quantities 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 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- 09.14(1) Basic Bid (New Section) This section is an outline of the basic bid items which determine the low bidder for this project. Bid Item 1: Mobilization (LS) Mobilization includes the complete cost of furnishing and installing, complete and in -place all work and materials necessary to move equipment and personnel to the job site, provide and maintain all necessary support facilities and utilities, obtain all necessary permits and licenses, prepare the site for construction operations, and maintain the site and surrounding areas during construction. NE 2N° ST STORM LINE EXTENSION PROJECT Page 16 The Contractor shall prepare a Mobilization Plan showing the proposed location for storage of all equipment and material proposed to be located at the site. Storage shall not interfere with use of the City ROW and residential access. Contractor will need to coordinate all construction mobilization activities with the King County Regional Communication and Emergency Coordination Center (KCRCECC) project construction such as site access, location of staging area and any related construction activities. The Contractor shall prepare a Work Plan which shall include the following: A. Proposed construction sequence and schedule for all major items of work. B. Mobilization Plan showing the proposed location for storage of all equipment and materials. C. Erosion Control Plan for all stages of the project. D. A plan to provide for cleaning and sweeping of any impacted roadways. The Work Plan shall be submitted to the City for review, revision, and approval within 10 days of the contract award. Final cleanup, dressing, and trimming the project area after construction, and removing all personnel and equipment off the site is included in the Restoration bid item. Payment for Mobilization will be made at the lump sum amount bid, which payment will be considered complete compensation for all materials, equipment, and labor required to complete this item of work in accordance with the Contract Documents. No more than 90% of this item will be paid prior to the final payment. Bid Item 2: Construction Surveying, Staking and As- Builts (LS) Construction surveying, staking, and as -built notes and information shall be supplied by the Contractor as provided in Supplemental Specifications 1- 05.5(4) and 1- 05.5(5). All survey work shall be done under the direct supervision of a surveyor licensed by the State of Washington, and in accordance with the City of Renton Surveying Standards. The Contractor's surveyor shall provide the City with field books, as -built notes, prints with the existing utilities encountered and as -built locations, and surveyor's seal and signature per Supplemental Specification 1- 05.5(5). The surveyor shall provide the as -built stamp and signature on the City mylar plan sheets, after the City adds the as -built information. The City will provide base grade plan sheets for the surveyor's use. Payment for Construction Surveying, Staking and As- Builts will be made at the lump sum amount bid, which payment will be considered complete compensation for all materials, equipment, labor, as -built information, and licensed surveyors seal and signature required to complete this item of work in accordance with the Contract Documents. NE 2ND ST STORM LINE EXTENSION PROJECT Page 17 Bid Item 3: Traffic Control (LS) The contractor shall prepare a Traffic Control Plan for review and approval by the City. The plan shall address the proposed working areas, signage, flaggers, contractor access to the working area, truck and equipment haul routes and emergency access during construction. During construction, the contractor will be required to maintain a minimum 20 -foot emergency access at all times along the King County Access Road as identified on the construction plans. Emergency access shall also be maintained in the entrance to the parking area serving the County trailers located just south of the proposed storm pipe, approximately 380 feet south of the intersection of NE 2nd St. and the King County Access Road. Payment for Traffic Control will be made at a lump sum amount bid, which payment will be ' considered complete compensation for all labor, equipment. And material required for traffic control as detailed in Supplemental Specifications as Section 1 -07.23 and Standard Specifications Section 1- 07.23. Bid Item 4: Erosion Control (L-15) Work for this section includes planning, installing, maintaining, and removing temporary erosion control for the project. Erosion control consists of all activities needed to prevent soil erosion on the project site, creation of sediment laden water, and migration of sediment laden water into the City drainage system, other water courses, or private property. Erosion control includes catch basin protection, filter fabric fences, hay bales, placement of plastic sheets over exposed soil and stockpiles, seeding, mulching, netting, cleaning catch basins, temporary sediment ponds, etc., and any other activities needed to control erosion from the project. The surface water control requirements of King County shall apply and the King County, Washington, Surface Water Design Manual shall be used for sizing of all facilities. The Contractor shall develop a "red lined" erosion control plan and submit it to the City for review and approval. The plan shall be based on the King County Surface Water Design Manual, as adopted by the City of Renton, and proper construction practices. After the erosion control system is installed the Contractor shall make any field adjustments necessary to reduce or eliminate any erosion and discharge of sediment -laden water. Payment for Erosion Control will be invade at the lump sum amount bid, which payment will be considered complete compensation for all design, labor, equipment and materials required to complete this item of worts in accordance with the Contract Documents. Bid Item 5: Trench Shoring and (Excavation Safety Systems (LS) The Contractor is responsible for providing adequate shoring and support for all excavations to provide safe access for workers, prevent soil sluffing, soil loss, damage to pavement, structures, utilities, and ground adjacent to the excavation. Trench Shoring and Excavation Safety System shall comply with WAC 296 -155 Part N, Standard Specifications Section 2- 09.3(3), and all other applicable State and Federal regulations. NE 2ND ST STORM LINE EXTENSION PROJECT Page 18 The Contractor shall submit a Shoring Plan to the City showing how shoring will be accomplished and detailing the techniques and equipment that will be used. Shoring shall be capable of supporting all earthloads and traffic loads. This bid item shall apply to all excavations needed for the project. Payment for Trench Shoring and Excavation Safety Systems will be made at the lump sum bid price, which payment will be considered complete compensation for all materials, equipment, and labor required to complete this item of work in accordance with the Contract Documents. Bid Item 6: 48 -inch CPEP Stormwater Pipe (LF) This item includes the complete cost to furnish and install the 48 -inch CPEP stormwater pipe. CPEP stormwater pipe shall meet the specifications detailed in Special Provisions Section 9 -05.19 and Standard Specification 9- 05.20. Watertight joints shall be used. Pipe bedding shall be Bedding Material For Thermoplastic Pipe per Standard Specifications 9- 03.16. Bedding Material shall be placed from a minimum of 6 inches below the pipe to 12 inches above the top of the pipe, and compacted to 95 percent maximum density. The contractor shall ensure proper placement and compaction of pipe bedding under the pipe haunches. Payment for bedding material shall be included in the unit price. This bid item shall include potholing of existing water and sewer lines as shown on the plans. Excavated soil shall be used as backfill for the project if it is a clean granular material meeting the general requirements for select borrow material, the maximum particle size shall not exceed 3 inches, and has a moisture content that will allow at least 90 percent compaction when placed. Payment for excavated soil backfill shall be included in the unit price. Excess excavated material will be disposed of offsite. This includes all soil, asphalt, concrete, and other excavated material. Payment to haul and dispose of excess excavated material shall be included in the unit bid price. Imported backfill will be used only if native material is unsuitable for use as backfill, and after approval by the City. Payment for imported backfill will be under a separate bid item. Measurement of Corrugated Polyethylene Pipe (CPEP) will be based on lineal footage measurements horizontally over the centerline of the installed pipe, including the length through all fittings and from center to center of catch basins. Payment for Furnish and Install 48 -inch CPEP Storm Pipe ofthe type and class shown will be made at the linear foot bid price, which payment will be complete compensation for all labor, materials, equipment, potholing of existing utilities, clearing and grubbing, excavation, new pipe, installation, bedding, all appurtenances (such as special fittings, bends, connections, manhole connectors, etc.), placement of trench back -fill, compaction, compaction testing, dewatering, water, disposal of excess materials, grading, cleaning, and NE 2ND ST STORM LINE EXTENSION PROJECT Page 19 testing, and temporary bypass of all storm system flows during construction etc. required for complete installation, and to complete the work in accordance with the Contract Documents. Imported backfill will be used only if native material is unsuitable for use as backfill, and Excavated soil shall be used as backfill for the project if it is a clean granular material over the centerline of the installed pipe, including the length through all fittings and from center to center of catch basins. Bid Item 7: Furnish and Install Gravel Trench Backfill (Ton) , This item will be used only when material from trench and structural excavations is unsuitable for use as backfill, and the use of imported backfill is approved by the Engineer. If the existing material is suitable for trench backfill the quantity for this item may be zero or a minor amount. Imported backfill shall meet Standard Specifications Section 9 -03.19 and ' Supplemental Specification Section 7 -10.5. No payment shall be made for costs due to over - excavation and subsequent backfill, unless the inspector determines that the over- excavation could not be avoided. Over - excavation is defined as trenching outside the maximum trench or excavation width. Measurement for gravel trench backfill will be based on actual tonnage weight as determined by measurement from a certified scale. The quantity for this item is included to provide a common proposal for bid purposes. The actual quantity used in construction may vary from that amount. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. Payment for Gravel Trench Backfill will be made at the unit price bid per ton, which payment will be complete compensation for all labor, materials, equipment, select imported back -fill material, haul, placement, compaction, compaction testing, etc. required to complete this item of work in accordance with the Contract Documents. Bid Item 8: Catch Basin Type 2.- 72 -inch Dia. (EA) This item shall cover the complete cost to install new Type 2 Catch Basins. The price includes all labor, materials, equipment, concrete base, precast concrete catch basin sections, catch basin frame, grate or lid, climbing and fall restraint system, steps and ladders, appurtenances, adjustment, connections to existing systems, excavation, native material replacement and compaction, hauling and proper disposal of excess and unsuitable materials, bedding, and all other items and work necessary to complete this item of work. Catch Basin Type 2 shall be per City of Renton Details Sheet C 5.1 Climbing and fall restraint system shall meet the requirements of Section 7- 05.2(1) of the Special Provisions. NE 2ND ST STORM LINE EXTENSION PROJECT Page 20 Payment for Furnish and Install CB Type 2 will be made at the per each unit bid price which payment will be considered complete compensation for all labor, equipment and materials required to complete this item of work in accordance with the Contract Documents. Bid Item 9: Connect To Existing CB Type 2 —72 -inch (LS) This item shall cover the complete cost to connect the existing CB Type 2 — 72 -inch to the new 48 -inch storm pipe. The price includes excavation, protecting the CB, any temporary bypass needed to accomplish the connection, core drilling, installation of watertight plug, joints and gaskets, additional pipe sections to match the existing pipe, backfilling, and all other items and work necessary for a complete connection. Contractor shall submit to the City for review and approval a temporary bypass plan that shows how storm and base flows will be bypassed when the connection between the new pipe and existing CB is made and the water tight seal is installed. A map has been provided in the Standard Details section of the bid document that shows the upstream drainage system. The contractor should be aware that the existing overflow on Monroe Ave. NE has limited capacity. Connection shall be per Standard Specification Section 7- 05.3(3). Any damage to the manhole or storm pipe resulting from the Contractor's operation shall be repaired at no expense to the City. Bid Item 10: Pavement Saw Cutting (LF) This item shall cover the complete cost for final saw cutting of the existing pavement for the ACP trench patch. Measurement shall be per linear foot of saw cut. No payment will be made for saw cutting required due to overexcavation and /or undermining of the existing pavement along an area previously saw cut, or for pavement that may be thicker than estimated. Payment for Pavement Saw Cutting will be made at the unit bid price which payment will be considered complete compensation for all labor, equipment and materials required to complete this item of work in accordance with the Contract Documents. Bid Item 11: Install ACP Trench Patch Class "B" (Ton This bid item shall be used for all preparation, placement and restoration costs associated with asphalt concrete pavement (ACP) work for trench patching. All areas will be restored as shown on the plans. The ACP layer above the crushed surfacing shall be a minimum of 3- inches of class "B" asphalt. ACP replacement and restoration shall meet the specification detailed in Special Provisions Section 5 -04 and the Supplemental Specifications Section 5 -04. Utility adjustment is included in this bid item. No additional payment will be made to correct ACP not installed in accordance with the Specifications. NE 2ND ST STORM LINE EXTENSION PROJECT Page 21 Old asphalt, soil, and other excavated material will be disposed of offsite. Payment to remove, haul, and dispose of old asphalt and other excavated material shall be included in the unit bid price. All patches and repairs will be joined to existing pavement with a clean, sawcut joint. Feathering of edges is not acceptable. Any damaged pavement will be restored by sawcutting and removing damaged asphalt, supplementing and compacting the base, and placing new asphalt. The cost for sawcutting shall be under a separate bid item. Measurement for furnishing and installing ACP pavement will be based on actual tonnage weight as determined by measurement from a certified scale. The quantity for this item is included to provide a common proposal for bid purposes. The actual quantity used in construction may vary from that amount. The unit price will not be adjusted if the actual quantity used varies by more than 25) percent. No measurement or payment will be made for repairing damage to ACP surfaces due to the Contractor's use or neglect; such will be at the Contractor's sole expense. Payment to Install ACP Trench Patch will be made at the unit price bid per ton, which payment will be considered complete compensation for all labor, equipment and materials required to complete this item of work in accordance with the Contract Documents, including haul, notifications, aggregate, sweeping, utility marking and adjustment, tack coat, furnishing and preparing subgrade, sawcutting, removal of existing asphalt, pavement grinding, feathering, joint sealing, cleanup, etc. required to complete this item of work. Bid Item 12 Furnish and Install Crushed Gravel Surfacing (Ton This bid item shall involve preparing areas, furnishing, placing and compacting crushed gravel surfacing for ACP pavement, gravel shoulders and other areas as shown on the Details Sheet C 5.1 and as directed by the City. This item includes Base Course per Standard Specifications Section 9- 03.9(3). Existing gravel shoulders shall be replaced with 1 to 2 inches of crushed surfacing base course per Standard Spec. 9- 03.9(3). This includes placing gravel along the shoulder. Measurement for furnishing and installing crushed gravel surfacing will be based on actual tonnage weight as determined by measurement from a certified scale. The quantity for this item is included to provide a common proposal for bid purposes. The actual quantity used in construction may vary from that arnount. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. Payment to Furnish and Install Crushed Gravel Surfacing will be made at the unit price bid per ton, which payment will be considered complete compensation for all labor, equipment and materials required to complete this item of work in accordance with the Contract Documents. NE 2ND ST STORM LINE EXTENSION PROJECT Page 22 Bid Item 13: Remove /Reinstall or Replace Existing Chain Link Fence (LS) This item consists of all tasks necessary to remove, reinstall or replace existing section(s) of chain link fence as necessary to install new storm pipe as shown on plans. The contractor shall reinstall the existing section(s) fence or replace with new chain link fence. Payment to Remove /Reinstall Existing Chain Link Fence will be made at the lump sum amount bid, which payment will be considered complete compensation for all labor, equipment and materials required to remove, reinstall or replace existing section(s) of chain link fence as necessary to original condition or better. Bid Item 14: Restore Complete Project (LS) This item consists of all tasks necessary to completely clean and restore the project work area, any areas outside of the work limits that are affected by the contractor, any damaged areas, and demobilize from the project site. All streets shall be power swept and cleaned at the end of the project. Restoration shall include replacement of any existing survey markers and monuments that are removed or damaged during construction at the contractor's expense, per Special Provision Section 1- 07.16(3)A. Payment to Restore Complete Project will be made at the lump sum amount bid, which payment will be considered complete compensation for all labor, equipment and materials including salvaging existing and /or providing new imported topsoil, finish grading, planting or replanting where applicable to replace landscape shrubs and plants, hydroseeding, mulch, fertilizer, excelsior matting, one -year guarantee, sweeping, dressing, trimming, site cleanup, etc. required to complete this item of work in accordance with the Contract Documents. NE 2ND ST STORM LINE EXTENSION PROJECT Page 23 DIVISION 2 EARTHWORK 2 -01 CLEARING, GRUBBING AND ROADSIDE CLEANUP 2 -01.1 Description Delete the first paragraph of this section and replace with the following: The Contractor shall clear, grub, and cleanup those areas shown on the Contract Plans which are required for the execution of construction activities. Trees and shrubs may be removed only after approval by the City. 2 -01.2 Disposal of Usable Material and Debris Delete the third paragraph of this section and replace with the following: Refuse and debris shall be hauled to a waste site secured by the Contractor and shall be disposed of in such manner as to meet all requirements of state, country and municipal regulations regarding health, safety and public welfare. 2- 01.3(5) Shrub Removal (New Section) If it is necessary to move shrubs during construction, the Contractor shall remove the shrubs and replace them in -kind in the original locations after completion of the work. If a shrub is damaged during construction, the City may require the Contractor to replace in like size and kind. 2 -02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2 -02.1 Description Supplement this section with the following: The work shall consist of necessary removal and disposal of existing improvements, including pavements, concrete road structures, manholes, abandoned piping, and other items necessary for the completion of the project. All removal will be considered incidental to the work unless specifically identified as a bid item. NE 2ND ST STORM LINE EXTENSION PROJECT Page 24 2 -02.3 Construction Details 2- 02.3(1) General Requirements Supplement this section with the following: The removal(s) shall be conducted in such a manner as not to damage existing utilities, roadway, and other structures that are to remain in place. The Contractor shall repair, replace, or otherwise restore damage resulting from his activities. The limits of removal for concrete or rigid materials shall be either the edge of the structure, an existing construction joint, or a new sawcut. The depth of saw cuts shall be such as will accomplish the intended purpose, and will be determined in the field to the satisfaction of the Engineer. Sawing shall be considered incidental to the other bid items. 2- 02.3(1)A Salvage (New Section) Unless otherwise indicated in the Plans or Specifications, all removed items of recoverable value shall be carefully salvaged and delivered to the City in good condition, and as directed by the City. Materials and items deemed of no value by the City shall be removed by the Contractor, and shall become the Contractor's property to be disposed of at no additional cost to the City. 2- 02.3(7)D Contractor Provided Disposal Site (Addition) Waste materials shall be hauled to a waste site secured by the Contractor and shall be �. disposed of in such a manner as to meet all requirements of state, county and municipal regulations regarding health, safety and public welfare. 2 -02.5 Payment Delete entire section and replace with the following: See bid items descriptions for units of measure and payment. NE 2ND ST STORM LINE EXTENSION PROJECT Page 25 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS 5 -04 ASPHALT CONCRETE PAVEMENT 5 -04.1 Description Add the following: Asphalt concrete pavement (ACP) shall be Class B. Trench repair patches shall be in accordance with the Contract Documents. 5 -04.2 Materials Supplement this section with the following: Tack Coat Tack coat shall be emulsified asphalt grade CSS -1 as specified in Section 9- 02.1(6) of the Standard Specifications. 5 -04.3 Construction Requirements 5- 04.3(2) Hauling Equipment Add the following to the first paragraph: If truck has not used canvas to protect asphalt from weather during haul the Engineer, or its representative, reserves the right to reject the load. Rejection of load due to non - protection will not be basis for any compensation. 5- 04.3(5)C Crack Sealing Delete the first sentence and replace with the following: Contractor shall seal all asphalt concrete pavement joints. Prior to sealing the cracks and joints, they shall be cleaned with a stiff - bristled broom and compressed air. w. 5- 04.3(9) Spreading and Finishing Supplement this section with the following: NE 2ND ST STORM LINE EXTENSION PROJECT Page 26 Asphalt Concrete Pavement (ACP) Class B ACP Class B shall be placed to the compacted depths specified herein, equal to existing ACP thickness for restored ACP, or as shown on the Contract as leveling and wearing course. Asphalt over 3 inches in compacted depth shall be placed in two equal lifts. Placement shall be in accordance with applicable provisions of Section 5 -04. 5- 04.3(17) Paving Under Traffic: Add the following sentence to the second paragraph of this section: No traffic shall be allowed on newly placed pavement without the approval of the Engineer. 5 -04.5 Payment See bid items descriptions for units of measure and payment. 5- 04.6(4)A Preparation of Existing Surfaces The Contractor shall provide their ov ✓n mechanical sweeping equipment. The sweeper will be standing by 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. 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. 5- 04.6(5) Payments See bid items descriptions for units of measure and payment. NE 2ND ST STORM LINE EXTENSION PROJECT Page 27 DIVISION 7 DRAINAGE 7 -04 STORM SEWER 7 -04.2 Materials Add the following: The storm sewer pipe shall be the size indicated on the Plans. Unless otherwise indicated on the Plans, corrugated polyethylene storm sewer pipe (CPEP) shall be used for all storm sewer pipes. Pipe shall be tested per Section 7- 4.3(1)E of the WSDOT Standard Specifications as applicable. 7 -04.5 Payment See bid items descriptions for units of measure and payment. 7 -05 MANHOLES, INLETS, AND CATCH BASINS 7 -05.1 Description Section 7 -05.1 shall be supplemented with the following: Delete the reference to "Standard Plans" and replace it with "City of Renton Standard Details." 7 -05.2 Materials 7- 05.2(1) Climbing and Fall Restraint System (New Section) Contractor shall install a climbing and fall restraint system manufactured by SURETRACK® or approved equal. NE 2ND ST STORM LINE EXTENSION PROJECT Page 28 7 -08 GENERAL PIPE INSTALLATION REQUIREMENTS 7- 08.3(1)D Dewatering It shall be the sole responsibility of the Contractor to determine what, if any, dewatering measures and efforts may be needed. All costs for dewatering operations, including but not limited to materials, equipment and labor, shall be considered incidental to other bid items as no separate monies will be due to the Contractor for this work. If dewatering measures are necessary, then it shall be the sole responsibility of the Contractor to control the rate and effect of the dewatering in such a manner as to avoid all objectionable settlement and subsidence. The Contractor shall comply with all codes, regulations and ordinances of applicable governing authorities with regard to drilling, dewatering, and erosion control. The significant removal of "fines" is not permitted. The Contractor shall submit to the Owner for review and approval prior to dewatering activities, a dewatering plan discussing proposed methods, equipment sizes, and contingency plans should dewatering cause settlement of adjacent facilities. The dewatering plan shall show specific locations, in plan and section where dewatering is expected as well as a general discussion of methods should water be encountered in other locations. 1 Before operations begin, the Contractor shall have available on site sufficient pumping equipment and /or other machinery to assure that the operation of the dewatering system can be maintained. The Contractor shall provide direct power drops or use a "Whisper" generator for the dewatering process and is responsible for coordinating and furnishing all —, power drops. During excavation, installing of conduit and structures, and the placing of backfill, excavations shall be kept free of water. The Contractor shall furnish all equipment necessary to dewater the excavation and shall dispose of the water in such a manner as not to cause a nuisance or menace to the public. The dewatering system shall be installed and operated by the contractor so that the groundwater level outside the excavation is not reduced to the extent that would damage or endanger adjacent structures or property. The release of groundwater to its static level shall be performed in such a manner as to maintain the undisturbed state of the natural foundation soil, prevent disturbance of backfill and prevent movement of structures and pipelines. Dewatering shall be done by such method as the Contractor may elect. Dewatering sufficient to maintain the groundwater level at or below the surface of trench bottom, base of the bedding course or other foundation shall be accomplished prior to pipe laying and jointing or placement of reinforcing steel for concrete. The dewatering operation, however accomplished, shall be carried out so that it does not destroy or weaken the strength of the soil under or alongside the excavation. If well points or wells are used, they shall be adequately spaced to provide the necessary dewatering and shall be sandpacked or provided with other means to prevent pumping of fine sands or silts from the subsurface. A continual check by the Contractor shall be maintained to insure that the subsurface soil is NE 2ND ST STORM LINE EXTENSION PROJECT Page 29 not being removed by the dewatering operation. Where critical structures or facilities exist immediately adjacent to areas of proposed dewatering, reference points shall be established and observed at frequent intervals to detect any settlement which may develop. Should settlement be observed, the Contractor shall cease dewatering operations and implement contingency plans as outlined in the approved dewatering plan. The responsibility for conducting the dewatering operation in a manner which will protect adjacent structures and facilities rests solely with the Contractor. The cost of repairing any damage to adjacent structures and restoration of facilities shall be the responsibility of the Contractor. Permanent piping systems existing or new shall not be incorporated into the Contractor's dewatering system. All wells shall be abandoned in accordance with the Washington Administrative Code Section 173 - 160.415. Contractor shall procure and pay for any approval(s) and /or permit(s) required by the Department of Ecology in regards to the construction, use and abandonment of dewatering wells. The Contractor shall also be required to comply with all conditions and requirements mandated by the Department of Ecology and is encouraged to familiarize himself /herself with current regulations in this regard. All costs of same shall be included in the various lump sum and unit prices bid as listed in the Proposal as no separate monies will be due the Contractor for this work. NE 2ND ST STORM LINE EXTENSION PROJECT Page 30 DIVISION 8 MISCELLANEOUS CONSTRUCTION 6 8 -01 EROSION CONTROL 8 -01.1 Description Supplement this section with the following: Work shall include the placement of temporary and permanent erosion control facilities during the duration of this project. The Contractor will be held responsible for maintenance of all erosion control facilities necessary during the duration of this contract. Work shall include but not be limited to the following: • Storm Drain Inlet Protection • Hay Bales and Mulch • Covering Soil with Plastic Covering Miscellaneous Erosion Control 8- 01.3(3) Miscellaneous Erosion Control (New Section) Contractor shall take all necessary precautions to prevent sediment from construction activities from entering into storm water systems or natural waterways and from being transported away from the construction area by storm water. 8 -01.5 Payment Delete entire section and replace with the following: See bid items descriptions for units of measure and payment. 8 -22 PAVEMENT MARKING n7-j 8 -22.1 Description Supplement this section with the following: All existing pavement markings and markers that are removed by the Contractor's activities related to this project shall be replaced in the original location and shall be of similar type. Markings and markers shall be in accordance with the City of Renton Standard Plans. NE 2ND ST STORM LINE EXTENSION PROJECT i Page 31 8 -22.5 Payment Supplement this section with the f0111Dwing: Bid items with descriptions, units of measure and payment are outlined in Section 1- 09.3(1). If a bid item for Pavement Marking is not listed, the cost of all such work shall be considered incidental and included within the unit bid prices in the contract. n NE 2ND ST STORM LINE EXTENSION PROJECT Page 32 DIVISION 9 MATERIALS 9 -05 DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS 9 -05.19 Corrugated Polyethylene Culvert Pipe (CPEP) (Addition) Corrugated Polyethylene Pipe (CPEP) shall be 48 -inch corrugated high- density polyethylene pipe with smooth internal wall manufactured by Advanced Drainage Systems r• (ADS), or approved equivalent. ' CPEP shall be in conformance with the latest version of ASTM F 667 or AASHTO M 294, Type S. Pipe and fittings shall be installed per the manufacturer's recommendations. Lubricate gasket and fitting socket with manufacturer - approved lubricant prior to pushing pipe into fitting. 9 -16.6 Cleaning Perform cleaning during installation of the work and upon completion of the work. Remove from the site all excess materials, debris and equipment. Repair damage to any project features. 9 -16.8 Payment See bid items descriptions for units of measure and payment. r� NE 2ND ST STORM LINE EXTENSION PROJECT r.., Page 33 6. IN ir. IN CITY SURVEY CONTROL INFORMATION 0000 n<o ♦ �N CITY OF RENTON SURVEY CONTROL NETWORK Vertical Control 3rd Order, 1st Class North American Vertical Datum 1988 Meters Horizontal Control 2nd Order, 1st Class North American Datum 1983/1991 Meters V Printing January 1995 2 "d Printing January 1997 Revised & Reprinted May 2000 TS SERVER / /SYS2V%4APS \83m \control\scn.doc Title 2 May, 2000 I TABLE OF CONTENTS SECTION I SURVEY CONTROL NETWORK DESCRIPTION ... ............................... i ' SURVEYING STANDARDS ................................... .........................1 -11 -1 MONUMENT CASE & COVER STANDARD PLAN .......................H031 SECTION II MAPS, DESCRIPTIONS & VALUES Section Index Map ................................................ ............................... Index Section Township Range Page 13 T23N R4E WM ................................... ............................... F2 14 T23N R4E WM ................................... ............................... F1 24 T23N R4E WM ..................................... .............................G2 25 723N R4E WM ..................................... .............................H2 36 T23N R4E WM .................................... ............................... I2 5 T22N R5E WM .................................... ............................... J4 6 T22N R5E WM .................................... ............................... J5 3 T24N R5E WM ..................................... .............................D6 4 T23N R5E WM ..................................... .............................D5 5 T23N R5E WM ..................................... .............................D4 7 T23N R5E WM ................................... ............................... E3 8 T23N R5E WM ................................... ............................... E4 9 T23N R5E WM ................................... ............................... E5 10 T23N R5E WM ................................... ............................... E6 11 T23N R5E WM ................................... ............................... E7 14 T23N R5E WM ................................... ............................... F7 15 T23N R5E WM ................................... ............................... F6 16 T23N R5E WM ................................... ............................... F5 17 T23N R5E WM ................................... ............................... F4 18 T23N R5E WM ................................... ............................... F3 19 T23N R5E WM ..................................... .............................G3 20 T23N R5E WM ..................................... .............................G4 21 T23N R5E WM ..................................... .............................G5 22 723N R5E WM ..................................... .............................G6 29 T23N R5E WM ..................................... .............................H4 30 T23N R5E WM ..................................... .............................H3 31 T23N R5E WM .................................... ............................... I3 32 T23N R5E WM .................................... ............................... I4 29 T24N R5E WM ..................................... .............................B4 31 T24N R5E WM ................................... ............................... C3 32 T24N R5E WM ................................... ............................... C4 TS_ SERVER/ /SYS2WMS183m \controi\scn.doc Table of Contents 2 May 2000 CITY OF RENTON SURVEY CONTROL NETWORK The City of Renton Survey Control Network is the result of a three year project by the Technical Services Section of the Planning & Technical Services Division of the Planning/Building/Public Works Department and several private surveying firms working for the city. The purpose of this network is to provide an accessible common datum for all public and private projects within the city. Thus facilitating city wide infrastructure management and analysis and assuring compatibility between the various utility systems and system projects. This project started in 1992 with the formation of a Horizontal and Vertical Control Network Committee to prepare a plan for the development and maintenance of a Survey Control Network for the City. The committee members were: Robert Anderson PLS; Bush, Roed & Hitchings, Inc., Carrie Davis; Technical Services Section (Recorder), Abdoul Gafour; Utility Systems Division, Ameta Henninger; Plan Review Section, Development Services Division, Jae Lee; Transportation Systems Division, Robert Mac Onie; Technical Services Section (Chairman), Jon Warren PLS; Dodds Engineers, Inc., Dennis Wegenast; National Geodetic Survey. The committee developed the standards, specifications and phasing for all ensuing work. All survey work meets the requirements specified by the Federal Geodetic Control Committee in Standards and Specifications for Geodetic Control Networks dated September 1984. The project was split into three phases: 1) monument recovery, 2) horizontal control and 3) vertical control. The monument recovery project was performed by Dodds Engineers, Inc., under the direction of Jon Warren PLS in 1992 and early 1993. This project identified existing Public Land Survey System corner monuments and other monuments (NGS, C &GS, King County, City of Bellevue, major intersections and those located near current and proposed capital improvement projects) important to the development of a survey control network. In most cases, street centerline monuments were selected for both horizontal and vertical control due to stability and maintenance considerations. The second and third phases ran concurrently during 1993 & 1994. The horizontal control phase was executed by Bush, Roed & Hitchings, under the direction of Robert Anderson PLS, using Global Positioning Systems (GPS) technology per the Federal Geodetic Control Subcommittee Standards for GPS control surveys as defined in Geometric Geodetic Accuracy Standards & Specifications for Using GPS Relative Positioning Techniques dated August 1, 1989. This phase established NAD 1983/1991, Washington State Plane, 2nd Order, 1st Class, northing and easting values for 122 monuments in and TS_ SERVER / /SYS2\MAPS \83m \control\scn.doc i 2 May 2000 around the City. Four NAD 1983/1991 National Geodetic Survey (NGS) high precision geodetic network (HPGN) monuments (BROWN, PT B 1962, HAFF and MUD MTN) controlled the GPS survey. All coordinates show are "Washington Coordinate System of 1983/1991, North Zone." The vertical control phase was performed by Triad Associates, under the direction of Brad Freeman PLS, using a Wild NA2000 automatic auto reading level and Star *Lev adjustment software. This phase established NAVD 1988, 3rd Order, 1st Class, elevations on 190 monuments in and around the City with 70 of these being horizontal control monuments as well. The leveling project was divided into seven primary interdependent loops connected at a minimum of two points with common benchmarks. Additional legs were run across the primary loops tying into two benchmarks at both ends. A total of 15 NGS benchmarks were part of the network, four of which were held in the final adjustment (NGS Archive Numbers SY0232, SY0162, SY0163 and SY0617) and provided substantial agreement (less than or equal to 5mm) with 5 others. The City, in 1995, will have reference points set for all Survey Control Network street centerline monuments not currently referenced. Over the next several years monuments in need of upgrade will be reset as part of an ongoing maintenance program or where capital improvement projects would likely disturb them. As an adjunct to the Survey Control Network the city has developed the enclosed Surveying Standards. Al Hebrank of Hebrank & Associates developed the first draft of these standards which were modified to require the use of the Survey Control Network for all public and private development projects within the city and define the responsibilities of the surveyor in the establishment of new monuments and their associated records. The standards have been reviewed by at least ten licensed surveyors for completeness and suitability. The City of Renton and its urban growth area lie between latitudes 47° 25' North to the south and 47° 32' 30" North to the north. In most cases the combined scale factor (elevation and grid scale) throughout this area can be treated as equal to 1.0000000. Table 1. shows the grid scale factors for each minute of latitude in the Renton area identified above. Please note that the relative accuracy for the grid scale factors is approximately 1 in ' 60,000 at 470 25' N to the south and 1 in 111,000 at 47° 33' N to the north and thus for most survey work will have no impact on surveys covering less than 1.5 miles. � I ITS_ SERVER //SYS21MAPS\83m \control\scn.doc it 2 May 2000 TABLE 1. LAMBERT CONFORMAL CONIC PROJECTION TABLE Washington Coordinate System of 1983/1991, North Zone for Renton The range of elevation in Renton is between 0 and 200 meters (0 and 656 feet). Table 2 shows the scale factor due to elevation. TABLE 2. SEA LEVEL REDUCTION TABLE Renton Elevation Tabular. Grid Latitude Radius Difference Scale 0.9999761 1000 0.9999522 for 1 " of Lat. Factor 470 25' 5807452.516 30.88355 1.00001659 470 26' 5805599.504 30.88353 1.00001310 470 27' 5803746.492 30.88352 1.00000970 470 28' 5801893.480 30.88351 1.00000638 470 29' 5800040.470 30.88350 1.00000315 470 30' 5798187.460 30.88349 1.00000000 470 31' 5796334.450 30.88349 0.99999693 470 32' 5794481.441 30.88349 0.99999395 470 33' 5792628.431 30.88349 0.99999105 The range of elevation in Renton is between 0 and 200 meters (0 and 656 feet). Table 2 shows the scale factor due to elevation. TABLE 2. SEA LEVEL REDUCTION TABLE Renton Elevation Sea Level Feet Factor Sea Level 1.0000000 500 0.9999761 1000 0.9999522 The worst case relative accuracy for an elevation of 650 feet with an interpolated scale factor of 0.99996893 is approximately 1 in 32,000. When combined with the worst case grid scale factor of 0.99999195 it yields a combined factor of 0.99995998 for a relative accuracy of approximately 1 in 25,000. It should be noted that Washington state uses the US survey foot and the conversion between feet and meters is 3937/1200 or 3.28083333 feet per meter. An analysis of the differences between NGVD 1929 and NAVD 1988 elevations in and around Renton yields a conversion factor of +1.092 meters going from NGVD 1929 to NAVD 1988. The information in this document has been extensively reviewed but there is always the possibility that some particulars of the monument locations, descriptions or values are either misleading or incorrect. If any such errors are found please contact the City of Renton's Mapping Supervisor at-7S69. This document will be updated on an ongoing basis as monuments are upgraded, added or as corrections are made. TS_ SERVER / /SYS2\MAPS \83m \control\scn.doc iii 2 May 2000 i r- 1 City of Renton Surveying Standards � I � I I I ' City of Renton Standard Plans & Supplemental Specifications Section 1 -11 Adopted December 16, 1996 Effective January, 21, 1997 TS SERVER/ /SYS2 \MAPS \83m \control\scn_doc 1 -11 -1 2 May 2000 1 -11 Renton Surveying Standards 1- 11.1(1) Responsibility for surveys (RC) All surveys and survey reports shall be prepared under the direct supervision of a person registered to practice land surveying under the provisions of Chapter 18.43 RCW. All surveys and survey reports shall be prepared in accordance with the requirements established by the Board of Registration for Professional Engineers and Land Surveyors under the provisions of Chapter 18.43 RCW. 1- 11.1(2) Survey Datum and Precision (RC) 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 Requirements for ALTA/ACSM Land Title Surveys jointly established and adopted by ALTA and ACSM in 1992 or comparable classification in future editions of said document. The an 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 I 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 (RC) Those surveys dependent on section subdivision shall reveal the controlling monuments used and the subdivision of the applicable quarter section. Those surveys dependent on retracement of a plat or short plat shall reveal the controlling monuments, measurements, and methodology used in that retracement. 1- 11.1(4) Field Notes (RC) Field notes shall be kept in conventional format in a standard bound field book with waterproof pages. In cases where an electronic data collector is used field notes must also be kept with a sketch and a record of control and base line traverses describing station occupations and what measurements were made at each point. Every point located or set shall be identified by a number and a description. Point numbers shall be unique within a complete job. The preferred method of point numbering is field notebook, page and point set on that page. Example: The first point set or found on page 16 of field book 348 would be identified as Point No. 348.16.01, the second point would be 348.16.02, etc. Upon completion of a City of Renton project, either the field notebook(s) provided by the City or the original field notebook(s) used by the surveyor will be given to the City. For all other work, surveyors will provide a copy of the notes to the City upon request. In those cases where an electronic data collector is used, a hard copy print out in ASCII text format will accompany the field notes. 1- 11.1(5) Corners and Monuments (RC) Corner A point on a land boundary, at the juncture of two or more boundary lines. A monument is usually set at such points to TS_SERVER//SYS2 \MAPS \83m \control\scn.doc 1 -11 -5 2 May 2000 J 1 e 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 comers 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 (RC) 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 TS_ SERVER / /SYS2kMAPS \83 m \control\scn_doc requirements of the project, the original will be recorded with the King County Recorder. If recording is not required, the survey drawing shall be prepared on 22 inch by 34 inch mylar, and the original or a photographic mylar thereof will be submitted to the City of Renton. The survey drawings shall meet or exceed the requirements of WAC 332 - 130 -050 and shall conform to the City of Renton's Drafting Standards. American Public Works Association symbols shall be used whenever possible, and a legend shall identify all symbols used if each point marked by a symbol is not described at each use. An electronic listing of all principal points shown on the drawing shall be submitted with each drawing. The listing should include the point number designation (corresponding with that in the field notes), a brief description of the point, and northing, easting, and elevation (if applicable) values, all in ASCII format, on IBM PC compatible media. 1- 11.1(7) Precision Levels (RC) Vertical Surveys for the establishment of bench marks shall satisfy all applicable requirements of section 1 -05 and I -11.1. Vertical surveys for the establishment of bench marks shall meet or exceed the standards, specifications and procedures of third order elevation accuracy established by the Federal Geodetic Control Committee. Bench marks must possess both permanence and vertical stability. Descriptions of bench marks must be complete to insure both recoverablilty and positive identification on recovery. 1- 11.1(8) Radial and Station — Offset Topography (RC) 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 I -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 (RC) 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 1 -11 -5 2 May 2000 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 (RC) 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 (RC) All improvements required to be "as- built" (post construction survey) per City of Renton Codes, TITLE 4 Building Regulations and TITLE 9 Public Ways and Property, must be located both horizontally and vertically by a Radial survey or by a Station offset survey. The "as- built" survey must be based on the same base line or control survey used for the construction staking survey for the improvements being "as- built ". The "as- built" survey for all subsurface improvements should occur prior to backfilling. Close cooperation between the installing contractor and the "as- builting" surveyor is therefore required. All "as- built" surveys shall satisfy the requirements of section 1- 11.1(1) herein and shall be based upon control or base line surveys made in conformance with all of section 1 -11.1 and 1- 11.3(1) herein. 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 (RC) All property or lot corners, as defined in 1- 11.1(5), established or reestablished on a plat or other recorded survey shall be referenced by a permanent marker at the comer 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 comer monuments, as defined in 1- 11.1(5), shall meet the requirements of section 1- 11.2(2) herein. If the monument falls with in a paved portion of a right of way or other area, the monument shall be set below the ground surface and contained within a lidded case kept separate from the monument and flush with the pavement surface, per section 1- 11.2(3). In the case of right of way centerline monuments all points of curvature (PC), points of tangency (PT), street intersections, center points of cul de sacs shall be set. If the point of intersection, PI, for the tangents of a curve fall within the paved portion of the right of way, a monument can be set at the PI instead of the PC and PT of the curve. 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 (RC) Corners per 1- 11.1(5) shall be marked in a permanent manner such as 1/2 inch diameter rebar 24 inches in length, durable metal plugs or caps, tack in lead, etc. and permanently marked or tagged with the surveyor's identification number. The specific nature of the marker used can be determined by the surveyor at the time of installation. 1- 11.2(2) Monuments (RC) Monuments per 1- 11.1(5) shall meet the requirements as set forth in City of Renton Standard Plans page H031 and permanently TS_ SERVER/ /SYS2\MAPS \83m \control�scn.doc 1 -11 -5 2 May 2000 marked or tagged with the surveyor's identification number. 1- 11.2(3) Monument Case and Cover (RC) Materials shall meet the requirements of section 9 -22 and City of Renton Standard Plans page H031. TS_ SERVER / /SYS2\"S\83m\control \scn.doc 1 -11 -5 2 May 2000 m O m O S >NC m n-IT �•N C) C_ m C m O m m v> C )z C L12 N CI A ZE Cl O m m <mm--lm -i O z S 7O -4 O o 3 m Z 3 N �) >:J D O O N z m z t/ f Z �zmczo O m S •-4 N Z i m- N S m n-- 4 -zzm�> z zpr --4m➢r -a > z r I r o n n n mNZ >•--.NCJ > C O N A S m N v -1mc�➢ m v CrG) r o> 3 r A > mm z -n D z 3 v Cn o M < v 2 m z m m n -4 m .< < o ➢c1l 30 < rNmmt)z m So zznzzn f m t A O m N > 2• m O-1 N �) S )- A r O c) z n r N Cl D n A • •--1 -1 CD — > z O CD -. 0 0 -4 N Z= N = > m nO >O --4 n O m< m m n o m N o C3 m n)v C) c) m M! m A m z a 177 D > Z m O n CD L7 3 LM m � N Z -n O C) � m:lza O -- Z > -"1 0 �) n- C) � mm n S n n N E m N � 3 '< m a s O a z n >;, z 3o A O0 C) •b cr O � v oo z O D � n m 0 0 m C� R° C') 0 rD .1 1 8 �y F -�S � .�--� z z� 1 I i1 I I I I I I it I I I CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS & BENCHMARKS INDEX m A. A BN 21 T24N R5E • 7 r -)On Li I 25 T24N R5E 35 T24N TI IL E81 ®r .:_., 12 TMN R5E Cam_.. J� L F81 Ft7 1� 14 T23N R5E 13 T23N R5E I CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS & BENCHMARKS INDEX f i ES - 9 T23N RSE SW 1/4 216-, rk - - -� +�9 i -- +719 -- `141a 7 71 + iil� L uL. i+ 1302 + +1318 2634 J 4 +gam 938 / - - -y + 317 +1316 +11315 i -- - - - -- { 1884 1 16 T23N RSE SW v4 LEGEND CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS & BENCHMARKS TECHNICAL SERVICES PLANNW"UILDING/PUBLIC WORKS 02/14/00 ® 45® 9w 1 1:5400 J C C V-= 15 gm 1111 ® Horizontal & Vertical 2222 ® Horizontal Daly 3333 ® Vertical Only 4!'" Monument ___ Renton City Urnits F5 16 T23N R5E NW 1/4 3 y a a I SECTION 17 T23N R5E W.M. , 28- Apr -00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 1972 Location: Found a steel pin in lead plug on a stone monument with carved "Gen" down 0.9' in a monument case in the parking lot of Cedar River Park approximately 168' easterly and 60' southerly of the northeasterly building comer of the City of Renton Community Center. Monument LEAD PLUG & STEEL PIN ON STONE MON W /CARVED [CEN], IN CASE, DN. 0.9' NORTHING: EASTING: ELEVATION: 14.657 2123 Location: Found a standard National Geodetic Survey (NGS) bench mark brass disc, NGS archive no. SY0624, stamped "Q 462 1973 ", set vertically in the southerly face of the brick wall of the U.S. Post Office mail handling building, approximately 1.5' easterly of the southwest comer of the building, located at the northeasterly comer of Houser Way & Williams Avenue S, approximately 4.0' above the ground. Monument: NGS DISC VERT 114 WALL OF POST OFFICE, STA Q462 NORTHING: EASTING: ELEVATION: 13.750 2184 m to Co r w% es 1-+ k z.�5 N *_ � Location: Found a railroad spike with a punch mark in the old street surface down 0.3' in a 4" diameter steel riser with no lid flush the existing paving lift in the constructed centerline of Burnett Avenue N approximately 12' southerly of the constructed intersection of N 4th Street and Burnett Avenue N Monument RR SPIKE W /PUNCH NORTHING: EASTING: ELEVATION: 9.286 F4-6 t ES - 9 T23N RSE SE 1/4 +1586 { 1305♦ a� ! C--. NE 3rd K 1 477 3 t ' T` t rii - -- 11210 f 7 Z 2188 1 5 V 1111112399++1 �f I -- — - -- - 11177 + i - - - - -- - -- -j X2398+ ! "; - - 176 ji - - -- 16 n3N RSE SE v4 LEGEND CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS & BENCHMARKS TECHNICAL SERVICES PI.ANINMG/BUILDING/PUBLIC WORKS 02/14/00 ::.::.:. 1111 ® Horizontal & Vertical 2222 ® Horizontal Only 3333 ® Vertical Only Monmwmt Renton Oty Unft F 5 16 T23N R5E NE 1/4 I 16 TZ3N R5E NW V4 15th! S� 2337= +109 + 06 + " + !27 7 G5 • 21 MN RUE NW 1/4 LEGEND CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS & BENCHMARKS TECHNICAL SERVICES Pl-kNNMGaUlLDING/PMLlC WORKS i 02A4/00 lill 0 Horizontcd & Vertical 2222 19 Horizontcd Orly 3 333 (D vertical Only z M it mommmw — — — Renton City Uwnits F 5 16 T23N R5E SW 1/4 1 SECTION 16 T23N R5E W.M. 28- Apr -00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 478 III , Location: Found a 1/4" bronze pin on a chipped concrete post monument down 0.65' in a monument case at the constructed intersection of SE 2nd Place and Union Avenue S. Monument: 1/4 IN BRONZE PIN ON CHIPPED CONC MON, IN CASE, DN. 0.65' NORTHING: 54382.026 EASTING: 399701.012 ELEVATION: 119.182 612 NW Corner 16 T23N R5E Location: Found a 3/8" copper plug and a punch on a 4 "x4" concrete post monument down 0.45' in a monument case at the constructed centerline of Edmonds Avenue NE approximately 160' south of Ferndale Avenue NE. See City of Renton monument reference card number 612. Monument: 3/8 IN CU PLUG & PUNCH ON 4 IN X 4 IN CONC MON, IN CASE, DN. 0.45' NORTHING: 55213.302 EASTING: 398098.887 ELEVATION: 79.269 1502 N 1/4 Corner 16 T23N R5E Location: Found a 2" flat brass disc with a punch mark in a 4" diameter pipe filled with concrete down 0.6' in a monument case at the constructed centerline of NE 4th Street & Monroe Avenue NE. See City of Renton monument reference card number 98 and 1502. Monument 2 IN BRASS DISC W/ PUNCH ON 4 IN CONC FILLED PIPE, IN CASE, DN. 0.6' NORTHING: 55202.256 EASTING: 398907.471 ELEVATION: 104.057 F5-1 i a z H �o 16 T23N RUE NE 1/4 2 GS - 21 MN RUE NE 1/4 LEGEND CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS & BENCHMARKS TECHNICAL SERVICES PLANNINGBUU.DING/PUBLIC WORKS 0214/00 1111 ® Horizontal & Vertical 2222 ® Horizontal Only 3333 ® Vertical Only Monument Renton City Umits F5 16 T23N R5E SE 1/4 SECTION 16 T23N R5E W.M. 28- Apr -00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 1885 Location: Set PK nail on as -built centerline of Union Avenue Northeast. 175 feet south of intersection of Northeast 2nd. Monument. PK NAIL NORTHING: 54738.893 EASTING: 399706.928 ELEVATION: NORTHING: EASTING: ELEVATION: 99.483 P F5-3 1888 Location: Photo control panel at PC monument on Maple Valley Highway 1,000 feet east of intersection Southeast 5th. Set brass disk set in concrete inside a 2" iron pipe in monument case with photo panel marks Monument: BRASS DISC IN CONC. INSIDE 2 IN. IRON PIPE IN MON. CASE NORTHING: 53846.657 EASTING: 398649.065 ELEVATION: 19.978 1897 Location: Found a 1/8" pin down 0.8' in concrete monument in 8" monument case approximately 150' from intersection of SE 5th St. and Newport Ave SE on centerline of SE5th St.; 29' off NW corner of a park's fence Monument: 1/8 IN PIN IN CONC. DN 0.8' IN MON. CASE NORTHING: 53842.786 EASTING: 399091.042 ELEVATION: 1936 Location: Top of copper tack set in concrete monument at intersection of N.E. 4th Street and Jefferson Avenue N.E. Monument: COPPER TACK SET IN CONC MON NORTHING: EASTING: ELEVATION: 99.483 P F5-3 SECTION 16 T23N R5E W.M. 28- Apr -00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 1503 NW Corner 15 T23N R5E Location: Found a 1/8" copper pin in a concrete post monument down O.T in a monument case at the constructed intersection of NE 4th Street & Union Avenue NE. Monument: 1/8 IN CU PIN ON CONC MON, IN CASE, DN. 0.7' NORTHING: 55189.601 EASTING: 399714.506 ELEVATION: 122.231 1520 Location: Found a hub and tack in a monument case approximately 100 feet NE of intersection of SE 5th St. and Maple Valley Hwy. Monument: HUB & TACK IN CASE NORTHING: .., EASTING: ELEVATION: 19.069 Location: SUPERNET STATION HAFF - Found a standard National Geodetic Survey (NGS) horizontal control brass disc stamped "HAFF- 1990 ", in the top of a round concrete monument that is flush with the ground surface in the median strip at the northeast comer of a parking lot at the King County Public Works facility at 155 Monrce Avenue NE, approximately 116' westerly of the projected westerly side of building A, approximately 53' southerly of an east - west chain link fence, approximately 12' southerly of the northerly end of the median strip, approximately 9' southerly of a fire hydrant and approximately 5' northerly of a witness post_ This monument has a Bush, Roed & Hitchings (BRH) GPS station designation No. HAFF. Monument: 3 -1/2 IN BRASS DOME W /PUNCH ON CONC MON, FLUSH NORTHING: 54784.236 EASTING: 398798.362 ELEVATION: 103.916 F5-2 4 0, GEOTECHNICAL ENGINEERING REPORT F bw �V LU CL am LLJ . mcnw* RUM � wr I y 1 1 • w ��� ���a♦�'�' ~tea DRtWNG COWANY: Gregory Drilling Inc. DRILLING METHOD: CARE 850 SAMPLING METHOD: 3- Split Spoon w/ 3000 Hammer SURFACE ELEVATION: 343 = feel <n i� J (D _ (n a (3 p j DESCRIPTION 0 5- 10- 15- 20- 25- 30- 35- 40- 45- 50 55 Total depth = 50.8 feet. Groundwater encountered at 30 feet. LOCATION: See Site Plan, Figure 2 DATE STARTED: 312212001 DATE COMPLETED: 3/2212001 LOGGED BY: BKH M W m w ZU Medium dense, brown, sandy, fine to coarse GRAVEL, • I� Nonstandard Penetration Resistance moist. Cobbles present. Fine to coarse sand. Gravels and qGW < t cobbles are rounded. F < (300 lb. weight, 3(- drop) [RECESSIONAL OUTWASH[ .' u) c organics/roots noted to approximately 4 feet. • A Blows per too v III W a U.1 Z 0. ii Z = O a rn in _ a 8 O tWu O I 10 20 30 40 Sample S -5 slightly silty. �' Noe: Fractured cobbles in sample S -5 produce artificially high blow count. S -2 8-6-9 S -3 5- 412 : » ...... __ Becomes wet. GW Medium dense, brown, slightly silly to silty, sandy, fine to • GM coarse GRAVEL, wet Fine to medium sand. SP ... ......._.......... ..._..___.«_._ ........................... ..................i............ Medium desen, blown, slightly silty to silty, fine to medum 18-33-34 SM SAND, wet Note: Heaving sands encountered. Very stiff, tan, slightly fine sandy SILT, moist. Siff is SM ';laminated. 2 GLACIAL DRIFTmLL - [GLACIAL .. - - - - -- I ........ ........ • - - -• . ... Very dense, brown, silty fine SAND, moist. ML -..- -- ----- ------- _ .... - --- --• -- -- - ----- ------ ------------------- Hard, olive brown, gravelly, fine to coarse sandy SILT, 4-5-6 moist. Fine to coarse gravel. -_ j►- GW Very dense, yellow brown, slightly silty, sandy, fine to • ' 8 -10-13 coarse GRAVEL, wet. Fine to coarse sand. - «• -~ _�f _ r►.._. ...... _ - ..._._- rADVANCF OLITWASFn Total depth = 50.8 feet. Groundwater encountered at 30 feet. LOCATION: See Site Plan, Figure 2 DATE STARTED: 312212001 DATE COMPLETED: 3/2212001 LOGGED BY: BKH M W m w ZU tY Nonstandard Penetration Resistance W o- < t rn y F < (300 lb. weight, 3(- drop) I- Z u) c A Blows per too v III W a U.1 Z 0. ii Z = O a rn in _ a 8 O tWu O 0 10 20 30 40 50 0 i S -2 8-6-9 S -3 5- 412 : » ...... __ S4 4 -14-19 ♦ S - -- _,..� - - - - 15 S -5 18-33-34 _ 2 ... ------ -~----- ...... - _�_ 30 3 -7 4-5-6 -_ j►- ®S-8A 8 -10-13 %F - «• -~ _�f _ r►.._. ...... _ - ..._._- 35 S-86 S -9A 9S_9B 9 -15-40 5 -10 18-33-23 .._...�.._ ......... :.___. j ..._.. ....._`._...i...«. �..._. 4S EIS-11 26-50/3- . 0 20 40 60 80 100 Water Content ( %) Plastic Limit ! —0 Liquid Limit Natural Water Content NOTE: This log of subsurface conditions applies only at the specified loca,:ion and on the date indicated and therefore may not necessarily be indicative of other times andlor locations. KING COUNTY BORING- 901 REGIONAL COMMUNICATIONS AND BH- 2 MAGEOSCIENM INC EMERGENCY COORDINATION CENTER PAGE: 1 of 1 RENTON, WASHINGTON PROJECT NO.: 99075 FIGURE: A -3 BORING 99075A.GPJ 6/18/01 DRILLING COWANY: Gregory Drilling Inc. DRILLING METHOD: CME 850 SAMPLING METHOD: 3" Spin Spoon vd 3009 Hammer SURFACE ELEVATION: 338 t feet a a a. T . u}i DESCRIPTION Total depth = 45.3 feet. Groundwater encountered at 38.5 feet. 50 55 LOCATION: See She Plan, Figure 2 DATE STARTED: 3!232001 DATE COMPLETED: 3232001 LOGGED BY: BKH X W ZU GM Loose, dart( brown, silty, sandy, fine to coarse GRAVEL, ° W d Z moist. Cobbles present. Fine to coarse sand. Abundant to M-- < (3001b. weight, 3(' drop) organics/rools. ILL SW tW- 10 Medium dense, brown, gravelly, fine to coarse SAND, i a moist. Fine to coarse gravel. w Z ECESSIONAL OUTWAS -L- --- --- ------- ------- - ---- - -- - -q---- ................... Loose, tan, silty, sandy, fine to coarse GRAVEL, moist. Fine 0 GM to coarse sand. ....... ..................................... — .............. _ ................. .._...._.______-- ..._._ _ Soft to medium stiff, tan, fine sandy SILT, moist. `,Organics/rootsprese!!t. -- ML o GW 10 20 30 40 GM Medium dense, light olive brown, slightly silty, sandy, fine to • coarse GRAVEL, moist. Frye to coarse sand. Oxidation • 35 stains noted in sample SS. • SM ......_—..._._..___-_________________----.-.---_----.--_--..--------- _--------- •-- •- -•..__... Medium dense, dive brown. gravelly, silty, fine to coarse :SANG, rrwist, Fne to coarse gravel: SM .......... .. . . .. .. .. brown, Medium dense, olive gravelly, silty, fine to medium SAND, moist. Fine to coarse gravel. A 1-inch clean, coarse ........«_ j —45 sand lens in sample S -S. SM Very dense, olive gray, gravelly, sitty, fine to medium SAND, moist. Fine to coarse gravel. cc [GLACIAL DRIFTMLL) SM __._ .................. .....................................__._- ..- _____- ..._._._.._...._.._.. Very dense, olive gray, silty, fine to medium SAND, wet. ML Hard, blue gray, slighty gravely, fine sandy SILT, moist. Total depth = 45.3 feet. Groundwater encountered at 38.5 feet. 50 55 LOCATION: See She Plan, Figure 2 DATE STARTED: 3!232001 DATE COMPLETED: 3232001 LOGGED BY: BKH X W ZU to W Nonstandard Penetration Reaiatance W d Z < S to M-- < (3001b. weight, 3(' drop) rn 0 tW- 10 ♦ Blows per foot i a w Z a� o 0 0 10 20 30 40 w 5r1 0 S-1 5-7 -10 ®S2A 2 -3-2 S -2B zS-3 2 -5-5 ®S-4A 241-11 S-4B %F S-5 6-&12 Z S-6 18-506- %F la S -7 50/5" Sz S-8 15-32-39 m S -9 50/4 0 20 40 60 80 100 Water Content ( %) Plastic Limit 1 - -tl Liquid Limit Natural Water Content NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated and therefore may not necessarily be indicative of other times and/or locations. KING COUNTY BORING- REGIONAL COMMUNICATIONS AND BH- 4 HWAGEOSCIENM INC. EMERGENCY COORDINATION CENTER PAGE: 1 of 1 RENTON, WASHINGTON PROJECT NO.: 99075 FIGURE: A-5 BORING 99075A GPJ &18101 i - - - - 10 35 40 ........«_ j —45 cc 0 20 40 60 80 100 Water Content ( %) Plastic Limit 1 - -tl Liquid Limit Natural Water Content NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated and therefore may not necessarily be indicative of other times and/or locations. KING COUNTY BORING- REGIONAL COMMUNICATIONS AND BH- 4 HWAGEOSCIENM INC. EMERGENCY COORDINATION CENTER PAGE: 1 of 1 RENTON, WASHINGTON PROJECT NO.: 99075 FIGURE: A-5 BORING 99075A GPJ &18101 N O W n o h W Sn ILJ N J a r Z O 'w m W Q a J � J i W W c Z5 m Y U U m m a L N it m W N 2 A U z } Z W Z a a O C Q U w > Z 0 uj O Z W > > Q Q Q IL U U cr Kwvi 4061) HLd3a o ch co w N d LL W 2 F- of D o O LL O = O U = F- W V CO en o ' a31VMaNn080 S1S3183H1O W IN31NOO 3anlSiOw N M 838WnN 3ldWVS di y 3dkL 3ldVWS OO O O Z O H a K U W O ,ssrno ins sosn -losms (W)) H1d3O ° r� m > o 0 a m L rt w M c E v m c a , c °a C c J 4 O C � E E cD i n' a L � m Z. cc C Z A j a L 0 m b c CL C h m L _ ° o it C ti c a i,n �'a o61 U C c a o W a ; >, � a o o m g° 0 CL 0 0 a � L C A f- D m d a U— U Q: N =o i it m s 0 m a a i o dN ° c h x :.8 m o E m m E ; J An J W.— b O � J a N o ' > E S� a po AD r� m Q w , I— LL a W r O 1 LL a O CL LO CD O O °' J CY) g U W O a' a w 0 W Z F- Z W (4 U Z ZO Z O O Q z Z U Z = O w Q 2 0 O Z O U L Y Q Z Z O 0 W W 2 W u z In tj U 0 a m L rt w C C 0.2 v m c a , c °a C c J 4 O C � E m i n' a L � m O O � O Z A j a L 0 C U c 9 c CL C h m m — � O_ C ti O C ° O U C =o, rg Z 'E a .0 m a o o m g° 0 a � L C A f- W F- to O •- Z rn N '- Q w , I— LL a W r O 1 LL a O CL LO CD O O °' J CY) g U W O a' a w 0 W Z F- Z W (4 U Z ZO Z O O Q z Z U Z = O w Q 2 0 O Z O U L Y Q Z Z O 0 W W 2 W u z In tj -z w u , c J 4 O i 5r 0 Y a f N O 7 1� aC o r C N W 0 8 w � 0o_m O � w < ui U xo8 O W U X W m C C o U 2 Y C U o m m W t N 41 co �e m f7 � U } Z w Z 0 a O p � Q U w w O Z w W U U u� w 0 09") H1d30 0 m (A 2 N r CL LL O 8 W UC. I— (n N W U- Z O 0 m O U = F- W Y () moor.] 0 N31VMONn02 O S1S31 1:13HIO ( %)1N31NOO MIMS10W H3aWnN 3ldWVS N V) 3ciAl3ldW`dS oc Z O H a U VI w O •ssvlo ins sosn -X)SMS (38-1) Hld3a o M t0 01 0 m `m v m w C = p o > > a 00 o0 '< s= O 8 M E m :m � L m O om a O m Cc m `a : m m m � C p i8 p aG 00 :e m :0i w a — m c is p U 'gyp 01 C 1 C O = U C E ° 'r- co i m m E O O co Z m m o o m O$ U C m b 7 W H y v c G J m m L° J < ; Oe m im m CD R : N :O m a m=� of w :`m m i`E m _ m maLL O O O O m q U U o : O U .20 U m CL V) OO E p >= 2 N C am W E Y`m °' m`a = a W O U N C m n m m m c m v c m ae °c E O >° EEV o;v iE'oiEU E Z, m Ew > > E :: a. — m •v — c : m ..: E� E:� o m E i E i _J � E =41 , a 4p 4d 40 • �•, M t0 01 v r-- Q f LL a r w 0 O LL w O CL � (� O O a' J tT O Z U W O d' a w 0 W Z F- Q Z W cl10Z ZO Z O Q O z Z U Z = DZ —V1 O Q z_ O 00 U Z O Y Q Z W O W a' w w w 2 W A z 0-4 Lon W qpp 2 W4 O arc 0 `m v m w C = p o _ C 00 o0 s= O M E � L m O O C m W O > m `a = U O m � C d aG w a — m c is Q m � O = U C E ° 'r- co i m m E O O co Z m m o o m m �c q C L C O H w Z v r-- Q f LL a r w 0 O LL w O CL � (� O O a' J tT O Z U W O d' a w 0 W Z F- Q Z W cl10Z ZO Z O Q O z Z U Z = DZ —V1 O Q z_ O 00 U Z O Y Q Z W O W a' w w w 2 W A z 0-4 Lon W qpp 2 W4 O arc N O 7 C ` Y p N C a � � 0 O U W N $ W m 0 U w 8 <8 J 0 J `o I m I m I X w O m c o � U 2 2 Y m ° c m U F- m 2 m LL. N �1 m W f0 U H } z w z a a O Wa Z 0 O z W F w > > a Q Q LL U U D! W w t=ip 4"o H1d30 O � T v F- a_ LL. w Q w (% U (n N_ W 0 LL Z O 0 m Z U o F- w Y U) cq O b31VMONnO8O SIS31 H3F-UO ( %)1N31NOO 3NrUS10W c� m rn 838wnN 3ldwVS N v 3dA13ldwVS O O Z 2 H a U N uj 0 ssvlo lios sosn loewAs O-J) H1d30 0 CD Z m N O m m m n m to m Q �n m m `o c E o o m z° 8 a 4 O CO. C O _ C m a o S m _ O �cXX E pr O O O m o C m O U r � .0 .S a.s CL m2 m l� O w1 C O 0 c cc t m : E a m 7 ma om _S r � Fm W H O z Q D O LL F _ `w �• ° O a U-) 0 0 O 0) J O) O Z F U w O cr IL w Q w Z E- Q Z w CO U Z z Z O Q O z Z U Z = �Z —(� O Z) Q U oO Z_ O Z Y Q Z Z 00 w w cr 2 w Z con W �z W C/] 0 0 I O ¢ :¢ m O Ou O O m pp IL m J:m Zc m ° m O U `E m r O; O d G W) O O U m O d O W a W.` o p a •` : > o O •m 72 m m O p m c m m m g m E v v v v > > a7 Q E � 2� E E CD Z m N O m m m n m to m Q �n m m `o c E o o m z° 8 a 4 O CO. C O _ C m a o S m _ O �cXX E pr O O O m o C m O U r � .0 .S a.s CL m2 m l� O w1 C O 0 c cc t m : E a m 7 ma om _S r � Fm W H O z Q D O LL F _ `w �• ° O a U-) 0 0 O 0) J O) O Z F U w O cr IL w Q w Z E- Q Z w CO U Z z Z O Q O z Z U Z = �Z —(� O Z) Q U oO Z_ O Z Y Q Z Z 00 w w cr 2 w Z con W �z W C/] 0 0 I be F be STANDARD DETAILS �J to r r■ r� rr M l 4 L c > 440 u'u 2 ES O OS L O � m ; O � 4 U Zl 4 0 Y 0 _o C cr W O O Q J W h•- Q U m Q W cr CL T D J- vo CA < CL S l� OWSa E W t ZOsY �' -0 E o MIN N O %' VLO =� N =a v W Oa V a L C o = N . ax o > E p - D ; S I 2 Q 0 i i V CL 1 C6 4�Li u W .c. - U D O HIM 1- 0 `O - -a N D v o :)- x u C a 0 V o z O O O .0 V E N N 0 J . . a. c � 10 a N 0 N 3 O a D Nr CL O L r D t C d "o L' O Q+ - U E 00 40x0 D - O D y r u N O L a > t 0 n d d o� c �oo a c 0 U o N«Cr O .. � a� tzl 0 O- mOen- •- U] WU DOdO 0' OIv Q CD �r cm L -nr O 00 -°-C 0 T CL o 0- Oa o a E v as W O Z N n v r� rr M l 4 L c > 440 u'u 2 ES O OS L O � m ; O � 4 U Zl 4 0 Y 0 _o C cr W O O Q J W h•- Q U m Q W cr CL �^ a D J- tA CA < CL S l� OWSa E W t ZOsY �' -0 E o MIN N VLO =� N =a v O o = Q . .+ N > 0- m O Q tt! u =1 S I 2 Q i i V CL � cr � `^ u W .c. O W HIM 1- J i /,9 z L V o z O 2 N 0 C13 �• V C V Z CL r J . . a. Q � 10 W N TQ C7 i f' 1 Q V w a r 600 O �tZ ES o o.: wo- tzl 0 a m , = ► �I m J Q to � CL o _ � O N 4 N ^• pr Y �^ a J- tA CA < o S l� OWSa t ZOsY �' -0 E o VLO =� N =a v V - . E� t !f I 2 t i I s• .c. ! t Ii z L 0 Z S S N 0 C13 �• V C V Z O . . a. � 10 W u p TQ C7 i f' 1 „ 4 > m V V O Y v u Q o Yom: a „o- o 8 m o — � O Z LC1 I C Od N V- m 4 � V 4 co c \ \ � N h I z w < CL 0 Y N I I a 00 Z Z m O r'i J < x cr U w x Z tn —1 T ` — J a co CD w 3 N Em T- II I� Z CC Q W W f"_ < _ M C \3 Y W N m I ^U Z x� O CL Z U < ZO C Y I = U co U O too z o v' O wN z > m I 7- Q < LO U) a } r } r Q m C14 of m Q � C m Cv \ \ < I > 0 N O 0 WW C fl) U �- O W Z C Z Y U t! 1 D O O tn —1 T ` — J a co CD w 3 N Em T- II I� Z CC Q W W f"_ < _ M C \3 Y W N m I ^U Z x� O CL Z U < ZO C Y I = U co U O too z o v' O wN z > m I 7- Q < LO U) a } r 3 O } r <I w of m m � VI Cv < I > 0 m _ C- 0 WW C fl) U �- O W Z C Z Y U t! 1 D O O W w N (n ^ Q. v .. < O Z a } v Ell = a ^_ Ul - w N CC m � w O v W � Ll.o 00 0 cr Gs. O z U rr< (rte C \ _ N o � = m z a ' W � � a Z W > 71 U J W L) L zm 0 3 O } r w m < L' o to Z 0 m _ .-. WW C fl) Z �- O W Z Z 3 Z Y U J w O = O O W w N (n ^ Q. v .. N Qo w o } v a � Q Ul - w N CC m � w O v W Z U 0 cr U C \ _ N I Y J ui W > J W L) L zm U > 0 Q z 0 o o: 3 -- 0z i a co \ M O W N [L } Z 6W N CL > }ZUO V C d W m Z Z) Z—< < 0023 N Uo O C, z 0 0 a v CA �n m_-; om Y 0 W 0 M W D N > (n 0 C��U} Z w Q U�ZW O U Q N Q' -� Z W �. Li Y z 2 Q W Z OOU) < w w O N r- N r6 Z I 12,1*4 j NE 4TH STREET GREENWOOD CEMETARY NA3.15 A- ISTING MA3-2 4 3 RFLOW W. 1 0 L NE ITING INFILTRATION PIPE : p ,UWV4-3 1 � i_J, PROPOSED STORM LINE IG COUNTY PROPERTY PROPOSED KING CC REGIONAL COMMU EMERGENCY COOR lu im ij NORTH 32-2 111AI-1 18,0-4 111A" 18AM-6 12,G3--S Cedar Cir C rid St 0 i 1 0 Pn6te Ri jTy MAINTENANCE SHOPS SITE Willow Berch na Dr Ash Elder Ct ------- Ct > 0 0 Elm CtI.—J" 0 Alder Filbert 0 Ct Ct Hickor qt Rhody Dr 1944 9x Larch Ct Evergreen--D -------- to POSSIBLE FUTURE 0 INFILTRATION FACILITY SITE 06 -26 (CITY OWNED) 4.1 CL Redwood Dr � ��� i 0 CL NTY Hemlock Dr [CATION AND 0 [NATION CENTER Rosewood Dr nac > C�A .0 . 2 1- C: PROJECT VICINITY MAP Madrona Dr CONSTRUCTION PLANS N H - L? -dMS Ics" m a -rz- mew vs m -M" xadva :7m WU WaAt uw iau 'Anaa ov zo wa p z Qr N o o O vi I..w m > p .o aQNm= Q ° Zz w `..I 5 Fo S I.JW OO H N V N U Q m OY N w Z W W U .. 2 F 0 m ¢m W ZU a 2 f° Z w ¢ 3N xYa w3 ZWNUti -� F- 3 0 o wU I o: U ON �r OJ�w ml`z oa a N O �- o curia oo: �UNmN zw zp mocvN w Nl�zm �= pp wa m NW o axOmzw Paz r° °w o z¢ z o= age z o a a o�z o:p wla„xz J �r ° ° a °� xNw o�?Ww> JJ(( No N o. -x a n o o O O> O >�> SVQ SO j =]JO ac OQ NO_o ��" NO UJKHa O z N W J m OI n0 WE J2 JW JZx Ogg Wo1N/1 a? < xJUNQ W ZY >ZQ wp '� vi O 2 OZ J m¢ U z_z 4m imz Ow n. �3wzw Joz5N Ban aw aN 3 m w N 2 ti O� t, x wovai NtO�NW zg o >,m3 =Ym 'a owp x5u o `w" ¢° °� ,mz o >°z °°w vW2iSZai w =cxi ci o: N�[n awa¢4Q °w ffi , z Na Cix N �mo UZZa wm Z�OSf- Nf'HNo FWZ NmW nm O OVI OQFa- NJmwo N FQ KO da ��ZNN WQ UOWO WZV Na- S 3aow N p44 ui QN JZ_ V wzw WNUV QIJ I NdW °�MH m15RZ 2zawm Q JO Nam j JO W m2 mQ2 � pS0 1- tiZ_QZ VV _ZN I W JOO DUI O' VQ4. U ¢ OY OQIiO NWx ZOO Na IOQ J ¢ > m p_ (~Ai V N ZQ z ZO - 0�2 jN P: OmcVZpp Ow QQYU1 =N om woow Up VZ NOZQ5 5;mo .N QxN> z Oa N 0: ZO N NSW z�°wo� 0o� no wYp o 'L3QOV Kw O txn z� w5 i Nz mc~aimmwm m�'�wY oF? mo oN o N aNz 555--4 m�o o?o Jwxn az °Q wom o zw oolnrw oa =awe moNF how ow a° Nw a ri° Fm Zm s �m 'C 2 N wQS �d Oz U Noww, mwF NQ ON m UU to FJ C �NZ rnmz ZW JUF~ UU cxioz3 jJ WOZJUU paN' Cji QVQI- JO'W oci Lom� QNO ZO Ow WW Wa pJ UIaQ. C ca.>oa =v~io23o w QQ Mi: LQ.W UQ�W �N wN NO' NU O Z lV M O to (O n W Oi ^O Q M Q Q Q Q O � O 0000 G C d - mv�imn U •N 7W N J� a, w o!o 'U •O G N 0 d o z w3 10o05 2 O U -C <p o ow z m zzzz ow 1=- Ln w3m �� oN �o: a ¢ U io w Npz o:° no 5F vi vwim a- ° z o d 5003 LO (n 'p G C FmE OI-` Wow Kura m� °2 �O OaJ K VaUQVQUQ G .0 V N ao= �N°aq oza <m `8 0'oo O�I.1 IilWW 6 UG C�9p ODU w -m We a ,ow WOzzzz U 0F0: d3 amo r-- N3ci mz a- 'no w ''am lom���� N O L U 0 N \ \ \\ -- Q U O O mo um- Oo0 mtjU zaZZ -N U C w¢ s ,. _•... _ -_ _— .. ' ooc KK y 5O0 0o J -a OKNNVOiw w _ J \ N Q .0 �' T~ 1:j .`• 500 >� zoWNm�v '.'r1'..' a C O O a0 w N N Q O.- d ow, )ooc .O p 'dA1 ° N N W;.... O O N o I - „Zl iomiom o0 ° o a¢a2, LLJ 0- U% o X° aaaa :l.y.. oo° z. . ~ a Q O U O - N z - o0o0 - o0o w4 omao <N�On W Z_ H ° � N V G N N n e7 ?ON QNtOn `h 00 J ^r.• 000 m N0000 Qww W [] Q Z Q N O d- O z'.:.. K -°• z¢ W mzzzz m a N ++ E N N 0005 z (/) O N O z.t'.. ° 6 m a m n m m m m H Z 3 O 'NIW ,.b m a ` �mF aoN w ---- N0000 a a0 U d O F- O [D N C >O G O awv ovQvQvQvQ 2 Z W O I'7 O ' oma W W w W c v-- -0 *� I G C zzzz _ G wv c 0 O zzzz- o C -C U o wZ oco.O o w FF- U O C Q O o<o a0= oU0 oa oc KOOOQ `` i N ' CL oa 'XVW ''^':'� "� o O_ o ..8 .OZ = 1HJI3H •.'�'. (n U a N O U a� O v L O N N U N o a c - °� (n 3 - G O t L N N a� O z L o o0 N G c w v) o UW V o a a U O a m° N J V) U O V) Lj v) J wD C U > � G O U 3 -O O LLj o 2 o U m a a w � U O 'pC w O w a w z w w a M O U cn a as a I- U � ao F ova _O o E a- m (n G �'' � o (n a Fw- W m Q W (n H m W Z J 1 J J Z o L r +� z a U� m 3 zo o Z J a J J i L ,� c0 � < > N 5 o Lu r <3 wow }oa mza tl c� O O W o � o w� F- w OMo 30 L p ° O M MN a I S Z (n dO> H Z Q a Jo a-<a O mO a Q m N ,`�-. . J z a z � o- z E z m Y .N l-tiw W NO> . W .O '� U) N O Q N a 4 c)O LL, U w am- O W W Z N .I., w O u) N m (Y) a O m J} Z ZFW --fY a s Q O L :2i aY a = �= o a (n F o,o U w C O a c —� o z a�I w Zw} O z¢ �o a 2 U } D m0 C v o Z Q cL O D �w z O W 2 fY Z m Q) U m-0 a -0 w Oz owF n. -jwz� _ W O O _ G G W =H ZOa D-z U U t ° w oor zz aFQ a }z a HWOW Z W — N co _ I o N J J << Ow V 0 W Z mU = O w N _ Q J 0 c (n 0 p XG O Q U I a z a aaa m(n aa= of 0 (n d' .� N O't1� c v Z w m o� �W �- O < me J Q � �- O v ¢ a _z i G o~ a~a~ :2 U xz� v o H wwm= U O c o G� c � o o � U z W 3 w- �- fYw(/) - W W -O O O '- O J m a Oxa 2- �w2 O ~0w} _ O c N C z a. z U u1 c0 a.mm h G N -n o a N LC) 0 W N N Q .Q L 0 N E O U C I O ° O V) 0 Q O N O Q a 0 c Q) E N L G' N 0 N N E G t N m O_ .Q E O (n N c O _T O' a N G L O U 0 a O (n L G O U U •- C O U � In - U O � N � L � U N 0-0 C L Z � � U) C N -0 a O V U O G a � N L C U O O U v ✓S C 0 � o 7 N V C C •2 .-J O c ° I O � N O U C L N O O O_ cn U _ N G. In T•U N O C C 3 o o o o v af N ~ U • O O E cn 7 M > G — c c o _ G N Cf) L - o 0 cn ac) L o N .L c (if N O C Q O 2� N TL -O O L O U) C Q.0 T G N -G C� N -0 C o 0 G V - p - In G [n 'L 0 O _ O N 0 0 0 ° N 'V E a C O U - O � � (n o Q) E O O I 0 - o O N C O L O 0 o n V X -;-, O W O M Q O V -C U w N N O C L a U o I- N ZZ6Z- LZ -dMS jo}ojjslwwptl '3'd uowJawwl 66aI0 •' '�*-� s ""�' LId& 31VO A8 NOISI/A32! 'ON l S�� 3NIl Nina NNois „8b jaaO s�, °M oiland /6ulpling /s�lU old 631N33 N0I1dNlaN000 J.ON3083W3 NO,LNH2i � 0 °" (INV SNOI1dOINf1WW0o �VN0103N ).!.NOON ONIN to /sz /ll Ol NOISN31X3 3N1� W8O1S 1332i1S aNZ 3N do 'KZIo 7Z6 Z- -di"A mw ww u I= M� off ioid `mow eda uo•3� -uo m mdr ow so