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HomeMy WebLinkAboutSWP272771(1) Award Date: G �l y CAG CA 6' ' Awarded To: L' a a 6V5t'--14A�n LO /Jw+00Of 1 q7� 833 . 1'4 1 Y � o ti 1 City of Renton Bidding Requirements, Forms, Contract Forms, Conditions of 1 the Contract, Plans and Specifications C 1 -N �O 1 City of Renton ' Shattuck Ave. S. Stormline Replacement Project ' PROJECT NO. SWP-27-2771 City of Renton ' 1055 S Grady Way Renton, WA 98055 Surface Water Contact: Allen Quynn (425)430-7247 Printed on Recycled Paper 1 3 � - '� � ' -�, D.A. ZULUAGA CONSTRUCTION, INC. 1 ' June 17, 1999 ' 99-157-001 ' City of Renton 1055 South Grady Way ' Renton, Washington 98055 Attn: Mr. Allen Quynn ' Re: Shattuck Avenue South Stormline Replacement 2 -7 v Emergency Names &Numbers Dear Mr. Quynn: ' The following is the list requested in your letter to us dated June 10, 1999. Job Foreman Project Manager ' Duane Stokes Mike Skagen 1808 Monterey Avenue NE 19910 32°d St. Court East Renton, Washington 98056 Sumner, Washington 98390 ' (425) 254-0460 Home (360) 863-0995 Home (206) 610-0825 Pager (206) 242-1240 Office (206) 510-7678 Mobile (206) 994-4229 Pager ' 50-766/ Bonding Agent Insurance Agent Jim Binder Rick Moore ' Raleigh, Schwarz& Powell Raleigh, Schwarz& Powell PO Box 24347 PO Box 24347 Seattle, Washington 98121 Seattle, Washington 98121 ' (206) 956-1654 (206) 956-1641 Sincerely, W ' Roxanne T. Hatfield Office Manager 1 1 652 S.W. 143rd Seattle, WA 98166 (206) 242-1240 DEPARTMENT OF LABOR AND INDUSTRIES ' REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL EXP DATE ' CCOl" : DAJI;C�I1"�§D9` 02/13/2000 EFFFsCcTu� '� ± �zr:;03/29/1982 D A ZULUAGA CONSTRUCTION INC ' 652 SW 143RD SEATTLE WA 98166 ' j F625-052-000 M97) 1 ' o R CITY OF RENTON BUSINESS LICENSE 1999 Licensee has made application for a City of t =04F 4 111111 M I Renton business license in accordance with the 2200 1/27/99 652 SW 143RD 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. ' D A ZULUAGA CONSTRUCTION CO 652 SW 143RD SEATTLE WA 98166 City of Renton ' Licensing Division 1055 South Grady Way Renton,WA 98055 (425)430-6851 ' Business license was put into suspense due to lack of work with the City of Rent%?133'2/94 It has been reopened as of June 15, 1999. 1 06,'15i 99 TUE 09:02 FAX 425 430 6855 RENTON-FINANCE &01 .tY lm ' ' j 4, CITY" OF RENTON Business License Quarterly Report 22DO QUARTER ENDING XJIN 30, 1999 AUG 5, 1999 A A ZULUAGA► CONSTRUCTION CO ' 652 SW 143RD SEATTLE,WA 98166 ' CORRECT AND COMPLETE ALL INFORMATION AS NEEDED ' 652 SW 143RD 1. Total number of personnel 04 �- SEATTLE,WA 98166 206-242-1240 2. Total hours worked for quarter(Alt}: �- ' 3. Rate per hour. .029 DAVID A ZU7,UAGA 4. FEE{Line 2 x Line 3) --E3— 538 HYACINTH RD 5. Minimum charge: 13.75 MANSON, WA 911831 206-242-1240 6. Greater of Lines 4 and 5: 4 '�I �x`€ i '` )' 7. Penalty: (See backside) -�- ROXA 4NE HATFIELD 360-802•-1978 8. Previous balance: --�-- ' 9. TOTAL DUE(Lines 6-8): POW due must be remitted wth this report_ There win be a$15.U0 tee for NSF Checks,) ' 600441175 Return co pfeted form, w4h pay►,►errt go: City of Renton, leaning Division ' 1056 S Grady Wy Renton WA 98055 f hereby certify that the statements and information Phone: (425)4W-6851 i furnished by me on this report are true; complete, ' the best of reowfodge_ 1 FOR OFFICE USE ONLY Signature: /i '•; E; Print is me: : tt aa 1 ¢j ,�(jT■, y ,yg;'tp . S } ��Y "3�.EI•f ill'`� ` nji�lnl' AK' :..8:�s��fC'3 t3q� �• � _ ,' Phone: G-1 FIS3402 6/98 See hrsrrucriom on Back EXPLANATION AMOUNT 19-2/1250 D.A. ZULUAGA CONST. INC. 652 S.W. 98166 O RD SEATTLE,WAA 98166 (206)242-1240 PAY q� 7/1- AMOUNT �� VDOLLA S OF CHECK DATE TO THE ORDER OF ACCTS.PAYABLE DISC. OTHER CHECK AMOUNT NUMBER $ �s 1 KENT BRANCH 1 TBAI KENT,WASHINGTON 98032 1110 16 60 711' 1: 1 2 50000 24o: 6 7 58 4 5 I GO ' CITY OF RENTON RENTON, WASHINGTON CONTRACT DOCUMENTS ' for the Shattuck Ave. S. Stormline Replacement PROJECT NO. SWP-27-2771 May 1999 BIDDING REQUIREMENTS ' CONTRACT FORMS CONDITIONS OF THE CONTRACT SPECIFICATIONS ' PLANS J' S T9 of wAstii i � 27 Q 9FQ/STF- Fssi®NA1EN�\� ' EXPIRES 10/18/99 CITY OF RENTON SURFACE WATER UTILITY ' 1055 S Grady Way Renton, WA 98055 ® Printed on Recycled Paper ' CITY OF RENTON SWP-27-2771 Shattuck Ave. S. Stormline Replacement Project ' 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 *Acknowledge of receipt of Addenda *Subcontractors List ❖Bond to the City of Renton ❖Fair Practices Policy Affidavit of Compliance ❖Contract Agreement (Contracts other than Federal - Aid FHWA) ❖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 ' WSDOT Amendments Special Provisions Traffic Control Information City Monuments 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 at Notice of Award CITY OF RENTON ' Planning/Building/Public Works Department Shattuck Ave.S. Stormline Replacement Project ' CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION NO. 3229 It is the policy of the City of Renton to promote and provide equal treatment and service to all citizens and to ensure equal employment opportunity to all persons without regard to race, color, national origin, ethnic background, gender, marital status, religion, age or disability, when the City of Renton can reasonably accommodate the disability, of employees and applicants for employment and fair, non-discriminatory ' treatment to all citizens. All departments of the City of Renton shall adhere to the following guidelines: (1) EMPLOYMENT PRACTICES - The City of Renton will ensure all employment related activities included recruitment, selection, promotion, demotion, training, retention and separation are conducted in a manner which is based on job-related criteria which does not discriminate against women, minorities and other protected classes. Human resources decisions will be in accordance with individual performance, staffing requirements, ' governing civil service rules, and labor contract agreements. (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 ttday of October, 1996. CITY OF RENTON: RENTON CITY COUNCIL: Mayor Council President ' Attes Cle t: ' City ' e:South_Renton/BIDSPEC/MAB CITY OF RENTON SUMMARY OFAAIERICANS WITH DISABILITIES ACT POLICY ADOPTED BY R.ESOL UTION NO. 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 thd Americans With Disabilities Act and other applicable laws and regulations. ' (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of Renton will cooperate fully with aU organizations and commissions organized to ' promote fair practices and equal opportunity for persons with disabilities in employment and receipt of City services,activities and programs. (3) AMERICANS WITH DISABILITIES ACT-POLICY -The.City of Renton Americans With Disabilities Act Policy will.be maintained to facilitate equitable representation within the City work force and to assure equal employment opportunity and equal ' access to City services, activities and programs to all people with disabilities. It shall be the responsibility and the duty of all City officials and employees to carry out the policies and guidelines as set forth in this policy ' (4) CONTRACTORS' OBLIGATTON ' 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 da e Y of October r 1993. ' CITY OF RENTON RENTON CITY COUNCIL: Mayor - Council President Attest: City Clerk V ' CITY OF RENTON SWP-27-2771 Shattuck Ave. S. Stormline Replacement Project SCOPE OF WORK The work involved under the terms of this contract document shall be full and complete installation of the Shattuck Ave. S. Street Storm replacement Project, as shown on the plans and as described in the construction specifications, to include but not be limited to installation of approximately: • 320 LF of new 18-inch stormwater pipeline • 27 LF of new 12-inch stormwater pipeline • 2 Type 1 Catch Basins • 1 Type 2 Catch Basin • Connecting to the existing stormwater system • Disposal of unsuitable material ' • Asphalt repair • Cleanup and restoration The estimated project cost is $45,000 to $55,000 A total of 15 working days is 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. Shattuck Ave. S. Stormline Replacement Project s 1291n St' 51 Ih � z z S 130tn 5 _ �� k 5 130th St 5 e d S < .Y S 132nd St — NW 2na F u3ra sl s rJ�m sr ! Rg s u2 St s �;n A. S S 1351h St .. °. < S' < < y S 2J1It,Sr 11 -6 < s2ast S 137th St Ic °19t i < '^ S 3rd St SyIt S i r,ON S] Sly 4th SO q S 3rd PI J9q St P K S o i �l N $ S h S VON SW 7th St h S o N N \ SW 10tW S\ So C.6,AF W°Y an Vila a Pi W°Y UaSY S\ SW 1}\h SW 121n St. h i S th St. SW 16th St 151h St i N < .s S 17th St I = o S IBth SW 191h St" S 191h St f U N y D sw 1sl sl s n:l sl � .a G SW 23rd St S 2.3rd St ' s 2sm st s a SW 271n SW 27th St w S 61 i — S 26tn 1ghF ' > y S SW 29th St i SW 301h St S 31e1 ry I ` - S 31nd R C O s S jlnd Z y i SW]! Sw Rh St 44 s y V S N , 36M I '5 Jlln Sr ` ti ti My Off (n1]man, SuFffac@ WOOF Wfffty 0 1'=2000• 2000 o VICINITY MAP LEGEND: � S > SHA TTUCK A VE S STREET --- - City Limits I N FEET E T STORM REPLACEMENT PROJECT ' INSTRUCTIONS TO BIDDERS 1. Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City Clerk, Renton ' City Hall, rM ., 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. 12. 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, the unit price bid will govern. Illegible figures will invalidate the bid. 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. Shattuck Ave. S.Stormline Replacement Project ' 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. i Shattuck Ave. S. Stormline Replacement Project 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. 20. A soils investigation has not been performed for this project by a consultant engineer. The Bidders shall familiarize themselves adequately with the project site and existing subsurface condition as needed to submit their bid. Upon approval of the City, the Bidder may make such subsurface explorations and investigations as they see fit. The Bidder shall be responsible for protection of all existing facilities, utilities and other buried or surface improvements and shall restore the site to the satisfaction of the City. Shattuck Ave.S. Stormline Replacement Project CITY OF RENTON Shattuck Ave. S. Stormline Replacement Project 1 SWP-27-2771 CALL FOR BIDS r�CS Sealed bids will be received until 3:00 p.m. June 8, 1999 at the City Clerk's office and will be opened and publicly read in the 5th floor conference room, Renton City Hall, 1055 S. Grady Way. The work to be performed within 15 working days from the date of commencement under this contract shall include, but not be limited to: IConstruction of approximately 320 LF of new 18-inch stormwater pipeline and 27 LF of 12- inch stormwater pipeline, installing 2 Type 1 Catch Basins, 1 Type 2 Catch Basin, connecting to the existing stormwater system, disposal of unsuitable material, asphalt repair, and cleanup and restoration. The estimated project cost is $45,000 to $55,000. 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 $30.41 ($28.00 plus $2.41 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, Alle nn, at (425) 425-7247. Marilyn et en, City Clerk I'V,r Published: Daily Journal of Commerce May 25, 1999 June 1, 1999 1 ' 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 tsuch 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. ' FOR: NON COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER AND MINIMUM WAGE AFFIDAVIT ' Shattuck Ave S. Stormline Replacement Project Name of Project - ame of Bidder's Firm ' Signature of Au orized Representative of Bidder ' Subscribed and sworn to before me o`�r�p��day of , 190 �, NA T. Itf V SION F-Y,o-cZ CC;o NOTARY N; ` Nota Public in and for the fte of Washington PUBLIC ,`O Notary (Print) � �11 25,��•;aC�`> My appointment expires: 2— WrN Shattuck Ave.S. Stormline Replacement Project 1 ' BID BOND FORK! ' Herewith find deposit in the form of a certified check, cashier's check, cash, or bid bonc in the amount of $ which amount is not less than five percent of the ttotal bid. Sign here ' Know All Men by These Presents: ' That we, D.A. ZULUAGA CONSTRUCTION, INC. as Principal, and _ SAFECO INSURANCE COMPANY OF AMERICA as Surety, are held and firm) bound Y unto the ' City of Renton, as Obligee, in the penal sum of **FIVE PERCENT (5%) OF THE TOTAL AMOUNT BID** Dollars, for the payment of which the Principal and the Surety bind themselves, ' their heirs, executors, administrators, successors and assigns. jointly and severally, by these presents. ' The condition of this obligation is such that if the Obligee shall make any award to the Principal for qHATTUCK AVE. S. STORMLINE REPLACE. according to the terms of the PROJECT, SSWP-27-z 7 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 _ 8rh DAY OF June j o 99. ' D.A. ZULUAGA CONSTRUCTION, INC. BY: ' Principal ' SAFECO INSURANCE COMPANY OF AMERICA Surety BY: ' Received return cf deposit in the sum of S ANNE E. I Y, Attorne -Fact Shattuck Ave. S, stormime Reola,ement Project ' /� C C POWER SAFECO INSURANCE COMPANY OF AMERICA S A f G C Ory GENERAL INSURANCE COMPANY OF AMERICA W OF ATTORNEY HOME OFFICE: SAFECO PLAZA ' SEATTLE,WASHINGTON 98185 No. 9562 F OW ALL BY THESE PRESENTS: at 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; FARY R.STONE;Seattle, its true and lawful attomey(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 13th day of May 1999 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 1 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 26, 1970. F On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V,Section 13 of the By-Laws,and (ii) A copy of the power-of-attorney appointment,executed pursuant thereto,and (iii) Certifying that said power-of--attorney appointment is in full force and effect, 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 lq 1 f C01pgNr I SEAL ` SEAL 15, lsi 9 's Of Of RA.PIERSON,SECRETARY S-0974/SAEF 7/98 ®Registered trademark of SAFECO Corporation. 5/13/99 PDF CITY OF RENTON SWP-27-2771 ' Shattuck Ave. S. Stormline Replacement Project PROPOSAL ' TO THE CITY OF RENTON RENTON, WASHINGTON Ladies and/or Gentlemen: The undersigned hereby certify that the bidder has examined the site of the proposed work and have read and thoroughly understand the plans, specifications and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, and hereby propose to undertake and complete the work embraced in this improvement, or as much thereof as ' can be completed with the money available, in accordance with the said plans, specifications and contract and the following schedule of rates and prices: ' (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 ✓n/,t-` ' Signature Address: by 2- .S w /y 3 Names of Members of Partnership: OR Name of President of Corporation Name of Secretary of Corporation IV114- ra ion Organized under the laws of With Main Office in State of Washington at ; 1 Shattuck Ave.S.Stormline Replacement Project CITY OF RENTON - Shattuck Ave. S. Stormline Replacement Project ' 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) 1. 1 Mobilization ! ' Lump Sum $ i�•e% / ws t % ,1 .</ $� o•4•0 $3-s-a'o C 2. 1 Construction Surveying, Staking, As-Builts: Lump Sum $ %.t) i' 00 -S--A /--- $Z $ 2.5aa.�� 3. 1 Traffic Control Lump Sum $ OK �2, su. �( ' 4. 1 Erosion Control Lump Sum $ $ s z $ s a 0 0 ' 5. 1 Trench Shoring and Excavation Safety Systems Lump Sum $ 0 -72, 1vl11c, $ ' 6. 320 18-inch CPEP Stormwater Pipe Linear Feet $ <<Z $ i.3, y ' 7. 27 12-inch CPEP Stormwater Pipe Linear Feet $ $ Zs ' 8. 700 Furnish and Install Gravel Trench Backfill Tons $ $ 9. $ 9. 100 Furnish and Install Quarry Spalls Tons $ $ -vo $ ' 10. 2 Connect To Existing CB Type 2 �o Each $ $ o $ 11. 1 Furnish and Install CB Type 2, 48-inch ' Each $ $ za U o. $ LC) 0 o •�� 12. 2 Furnish and Install CB Type 1 ' Each $ C:� ,t� /,, $ 4 $ /& r7•�� 13. 1 Remove Existing Stormwater MH 1 *.fir C�a. $ ' Eck A ITEM APPROX. ITEM NAME WITH UNIT PRICE UNIT AMOUNT NO. QUANTITY (Unit Prices to be written in words) PRICE (figure) 1 14 331 Remove and dispose Existing Stormwater Pipe (figure) Linear Feet $ 0A.,- $ /, v $ 33 i o ' 15. 1 Lower Side Sewer Each $ $ ffW 0a $ oo•� r16. 400 Pavement Saw Cutting Linear Feet $ �)� ��<< ° /� $ i. o v $ ' 17. 50 Install ACID Trench Patch u Tons $ ) $ J $ 7 5 o. ' 18. 70 Furnish and Install Crushed Gravel Surfacing Tons $ �� � / $ 4 $ /yv 0.4j--) ' 19. 1 Restore Complete Project Lump Sum $ O E --/-Z t u- Q u 6` $ /000 00 $ (coo- 00 Subtotal: $ L/`{ 6)q L" 0 8.6% Sales Tax: $ 3_7 6 7. ei CP rTotal: $ 14 7 :33 r r r 1 r 1 r r r ' ACKNOWLEDGE OF RECEIPT OF ADDENDA ALL BIDDERS SHALL SIGN THE PROPOSAL IN THE SPACE PROVIDED BELOW ' THE UNDERSIGNED BIDDER HEREBY UNDERSTANDS THAT, IF AWARDED THE CONTRACT IT MUST START WORK ON THIS PROJECT WITHIN 10 DAYS AFTER ' CONTRACT FINAL EXECUTION AND COMPLETE THE WORK WITHIN 15 WORKING DAYS AFTER STARTING CONSTRUCTION. ' DATED AT THIS �� DAY OF %u 19q rzs' ACKNOWLEDGMENT OF RECEIPT OF ADDENDA: NO. DATE ' NO. DATE ' NO. DATE ' SIGNED - �— —� TITLE ' NAME OF COMPANY ' ADDRESS to S"Z -S- w- CITY/STATE/ZIP 5 R IA16 7 0 ' TELEPHONE 00 `e 2-1( z -/ 2-V 7 ' CITY OF RENTON STATE CONTRACTORS BUSINESS LICENSE NO. (�2 (;� LICENSE NO. ' H:/FORMS/CONTRACTBIDSPEC/AWD.DOC/bh 1 SUBCONTRACTOR LIST ' SWP-27-2771 Shattuck Ave. S. Stormline Relacement Project SUBCONTRACTOR LIST ' RCW 39.30.060 requires that for all public works contracts exceeding $100,000 the bidder shall submit the names of all subcontractors whose subcontract amount exceeds 10 percent of the contract ' price. The completed Subcontractor List form shall be submitted as part of the bid submittal. Failure to submit the completed form shall render the bidder's bid nonresponsive and, therefore, void. ' Complete one of the following for contracts that exceed $100,000: ' A. There are no subcontractors proposed whose subcontract amount exceeds 10 percent of the contract price. Name: /1--7 i!Cti_ .S ,fl Title: �n Signature: -�- ' B. The following subcontractor(s) subcontract amount exceeds 10 percent of the contract price: (list subcontractor and bid item) ' Bid Item (s) Subcontractor Name ' Address Phone No. State Contractor's License No Bid Item (s) ' Subcontractor Name Address Phone No. State Contractor's License No Bid Item (s) ' Subcontractor Name Address ' Phone No. State Contractor's License No ' H:\forms\contract\bid-specs\SUB LIST.DOC/bh Revisied 9/28/98 ' Shattuck Ave. S. Stormline Replacement Project ' Bid Item (s) Subcontractor Name tAddress Phone No. State Contractor's License No 1 Bid Item (s) ' Subcontractor Name Address Phone No. State Contractor's License No Bid Item (s) ' Subcontractor Name Address ' Phone No. State Contractor's License No ' Bid Item (s) Subcontractor Name ' Address Phone No. State Contractor's License No ' Shattuck Ave. S. Stormline Replacement Project 1 ,BOND TO THE CITY OF REI�'I ON `°: �30NIY AL'..:59669 5 KNOW ALL MEN B1' SE p ,S 'S: sa :..� '_; ::.:. ; •=:: ,; <3 : r That we, the ondenigztt i D.A`yr.•ZULUAOA.'CONSTRUCTION, INC. , - .. ri . a� ri:.4 i'�:'y. ::'•.:...L:•�=ry..:.�_.M,.c..;,_t�1+Cf�t ,•} r .;�»w:•.h:.;•Kry W4Y:'Y �•::T'r'+S":,'.,.t•'!!vR..•!Vril>rV.e'• as prmcipai, acidIA' NSURANCE:COMPANY OF w•r z : .'ir=z;i:.. h�k'"xF` `. r:; corporation:org'd ft"ed am exzscic:g uoiier laws of the State of"` WMt k;701V:: as a surety corpo�Cabon��,gua"h�ie�'�im�the'laws o€t#�Ya Star of astungi s ;� �: :>,.,N�':r'�r . rr ;,: a. e W on to become stti a barirls of contractors'witli mute pal co, ns;as-suretv.are jointly.and severalty,held ai d _ boim to-the a City of Renton M-lb�"p�Y`s i i - ' the payment of which sum on d Q aiid iue`bind otiuselves and Dirt successors"}ie�rs'; �drsu isiiators:br..�pe son represetttatiyes,'as the c$se tisay`be: ,,' ;= This obligation is entered into'in pursuance of the statutes of the State,of,, a hffi-gfim` _W ;the. drrlinauce=of: City of Renton. 7. Dated ai =,W ibis` ' day :Neveir Bless;the 1rQ 3rtio>;s af.t�iel'ab re ob ti4i1'8ie 5i3Ch that'. WFERFEAS;'under aisd uzsuazi toi'iililic` orls Co ,�.._... > ry r= ,,,.., p sis mdion Contract>.t,CA `: <:. . .,. ... rovtdu6l-m 'constmewn of ' istEae 'Avp (projec,—no,': . Sto jiilinp 1�e►nLce ent rd - � : ;-'- <„ v' x the prin4a3 is rags i7j to ftirriisti a.', 'for-the faithful performantce:of ft contract: WHI LEAS;._the..on' ipal,:ha :acceptefl,-,tor_�is about to ace c 'the.coiitract:.;ama zlitkonrtaice to=pctfonn'� :, work therein provided for irit} "-i-4,tici'slid within the tune set"'foith;" NOW, TTPMEFORE, •if the.Frincipat..I faithfully perform. all of me::pra�isions`0 'said:.'rorifraci'=tn:: manner and within the'time therein sec forth, or within such extensions of t' ie as may be granted tower sat �:::. �r contract,•and shall pay all laboreis,•mechanics, subcontractors and materiaitnen;'and:all persons who shall. supply said or subcontractors with provisions and supplies for the-. i& FP Y P PS P PPh carrying . of said Rr. ....ands ' shall hold said City of Renton harrmess from any loss or damage occasioned:tp.:any person::or.property-VS, reason of any carelessness or negligence on, the part of said .principall":. i ,.any, subcotitracior 1ui'".`tite: performance of said work, and shall indemnify and bold the City of Reria[cii;�tarmless froan'aily 'diiGg oz* ' expense by reason of-failure .of-par&ib ance as'specified in the coniracf<of:from :defecis appearing or; developing•in the•material.or.wc�rl anshiga.provided or perfars>zed trEKlei:the. c�nnra f Vithin a penal':ofsane� ,. th .- . . year After its act thereof by the City of Renton; then and in that evesit This obligation-si2all be void y ' ' otherwise it shall be and remain in full force and effect_ ..•:: ::'_ D.A. ZULUAGA CONSTRUCTION,_ INC. SAFECO'• INSURANCE.,COMPANY-.OF.'91 Eg' S� ignatu r r1S .• .:; Signature:AEIEE rli<:''VIENC`l ? •'. ATTORNEY--,TN--EA,CT ;.Title ' ' AWWkd by 4. wa6.9 WIAM ' Shaduck Ave.S_Stormkine Replacwnwd Project t POWER SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA S A F E C O" � OF ATTORNEY HOME OFFICE: SAFECO PLAZA ' SEATTLE,WASHINGTON 98185 No. 9562 ,KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA,each a Washington corporation,does each hereby appoint *R#**3**R*********************RONALD J.LANGE;PAULA M.McCOY;W.J.McCOY;JAMES B.BINDER;R.W.SMITH;ANNE E.STRIEBY;ALICE R.WIENCKOSKI; 'GARY R.STONE;Seattle,W3S1llIlgr011fi f##RttiR3R#tiRttit*ft3Rt Rt*tRtRkt*rt#f###t****it33#*#iiR**#3#*t*f333***#ti*rt*33ittt*Rf#t3###f#RtRtss3*tt*titf#######**f*iRR its true and lawful attomey(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 13th day of May 1999 RA.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-attorney appointment,executed pursuant thereto,and (iii) Certifying that said power-of-attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile,and the seal of the Company may be a facsimile thereof." 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 SCE co \ CORPORATE SEAI, � SEAL T s, x Q_J .r�J953 l�2� 'r`ca pASM '� ��otWdS�` �� RA.PIERSON,SECRETARY ' S-0974/SAEF 7/98 ®Registered trademark of SAFECO Corporation. 5/13/99 PDF CITY OF RENTON 1, FAIR PRACTICES POLICY 1�T�~ AFFIDAVIT OF COMPLIANCE D.A. Zuluaga Construction, Inc. hereby confirms and declares that (Name of contractor/subcontractor/consultant/supplier) ' I. It is the policy of D.A. Zuluaga Construction, Inc. to 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. II. D.A. Zuluaga Construction, Inc. complies with all ' applicable (Name of contractor/subcontractor/consultant/supplier) federal, state and local laws governing non-discrimination in employment. II. When applicable, D.A. Zuluaga Construction, Inc. will ' seek out and (Name of contractor/subcontractor/consultant/supplier) negotiate with minority and women contractors for the award of subcontracts. David A. Zuluaga Print Agent/Representative's Name ' President Print Agent/Representative's Title r tive s ign ture June 17, 1999 ' Date Signed ' Instructions: This document MUST be completed by each contractor, subcontractor, consultant and/or supplier. Include or attach this document(s) with the contract. Contracts other than Federal-Aid FHWA ' CONTRACTS OTHER THAN FEDERAL-AID FHWA THIS AGREEMENT, made and entered into this IZ�' day of , 19�. ' by and between THE CITY OF RENTON, Washington, a municipal co atiA of the State of Washington, hereinafter referred to as "CITY" and D.A. Zuluaga Construction, Inc hereinafter referred to as "CONTRACTOR." WITNESSETH: ' 1) The Contractor shall within the time stipulated, (to-wit: within fifteen [ 15 ] 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-27-2771 for improvement by construction and installation of: Shattuck Ave S. Stormline Replacement 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 Shattuck Ave. S. Stormline Replacement Project ' 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 Shattuck Ave.S.Stormline Replacement Project ' Contracts other than Federal-Aid FHWA or result from the concurrent negligence of (a) the Contractor's agents or employees and (b) the City, its agents, officers and employees, and involves those actions covered by RCW 4.24.115, this indemnity provision with respect to claims or suits based upon such ' concurrent negligence shall be valid and enforceable only to the extent of the Contractor's negligence or the negligence of the Contractor's agents or employees. 6) Any notice from one party to the other party under the Contract shall be in writing and shall be dated and signed by the party giving such notice or by its duly authorized representative of such party. Any such notice as heretofore specified shall be given by personal delivery thereof or by depositing same in the United States mail, postage prepaid, certified or registered mail. ' 7) The Contractor shall commence performance of the Contract no later than 10 calendar days after Contract final execution, and shall complete the full performance of the Contract not later than fifteen [ 15 ] 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. 1 Shattuck Ave. S. Stormline Replacement Project ' Contracts other than Federal-Aid FHWA ' 11) The total amount of this contract is the sum of$ 47,833.96 numbers Forty-Seven Thousand Eight Hundred Thirty-Three and 96/100 Dollars ' wraten words which includes Washington State Sales Tax. Payments will be made to Contractor as specified in the "General Requirements" and this Contract Document. 1 ' IN WITNESS WHEREOF, the City has caused these presents to be signed by its Mayor and attested by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above-written. D.A. Zuluaga Construction, Inc. ONTRACTOR CITY OF RENTON 1 Pr ' r ner ayor ' A EST N/A ' Secretary City Clerk dba D.A. Zuluaga Construction, Inc. ' check one Finn Name 0 Individual 0 Partnership ® Corporation Incorporated in Washington Attention: If business is a CORPORATION, name of the corporation should be listed in full and both President and Secretary must sign the contract, OR if one signature is permitted by corporation ' by-laws, a copy of the by-laws shall be furnished to the City and made a part of the contract document. ' If business is a PARTNERSHIP, full name of each partner should be listed followed by d/b/a (doing business as) and firm or trade name; any one partner may sign the contract. ' If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should appear followed by d/b/a and name of the company. Shattuck Ave. S. Stormline Replacement Project ' JUN-17-1999 08:04 FROM DR --ULUAGA CUN'oT TO 9569E56 P.10 INSURANCE INFORMATI. N FORM FORT ' : ,' .:• :;L STAFF CONTACT M ' PROJECT NUBER` ' Certificate of insunance indicates the So: limits -10, 'n�yfY. hi-' - .. „ lJ '• ©:NO .F..,..� .,Y 'Y.+,Y,'•r � �1.i. specified COntTa(X?�'+{ z• 1 Are the fouowipg'ca e�ages aridlaz:ciiiiclitioas in effects 0 Yes 0 No The Corumgrcia�i 1 LC Fiat? �7Qiic3'foam is an' .. • .. r 4 ��+�i�;y�y rf[�1 �, .i6rin i -. �t", ^'s::;,C.• ..- a..r. �'•Y£`r. .. Yes " NO ' ISO 1993 Occiirrence�Fo3Y=,or EgtriYakTit7;.'. `: .1 ' (If no,attach a copy.9f the.polky,with ieguB'ed edvmges Clear/ 17 Yes No .,3 ► ea providet7. CG 0043 Am dato'y s .gin project bas�s.(CG2503)�t• :. Yes o r , Geaerai A 1. . 0 No .., :Addidoiral .K, ,n8 P .;- ��_ ,>'. ' .•:::: :: •.; ,'.;'':` .• � � . Yes © ' Covaiageon:apcima j' i§ agdnon-conori`btrtingbasis? No :t r 13 No 'Waiver of Subrogrition Clause.applieV* ..'a�.�e"r::Y;a,�(A�=�4''sAY i;•.aX'+)W i�<3ti!.�"w,�'i r . .. Servabilitylof Interact Clause(Gros§Liability' applies? . es l _ Notice of Cancellatto an-Renewal amended to 45 days?' Yes 0 No .... ' *To be shown on cei¢i�care of Marrance ' I Am BEsrS RATING�R CARRIER;OL •Ate'_ /. Umb Professional This Questiouucire is issued as a tnaiierrof information. Ibis qutstiennaire is not an insurance policy and does not argogci,extcdd atter`the'coverage-afforded by the policic5 indicated oa the attached CERTIFICATE•OI:' ':,yt40 INSURANCE. .The Cny OF RENi�ON, at its option, shall obtain copies of the policies and/or specific declaration pages FROM awarded bidder prior to execution of contract '' r tenj)Fy�lroker Completed By(Type or Print Name) Address $,;(Signatim '; •; ... to contact - - •Telephone Number ' Name of person • .. CPA& NOTE_- THIS QU=0NNA1RE MUST BE COMPLETED FOR &4CH LINE OF COVERAGE itND ' ATTACHED TO CERTIFICATE OF INSURANCE Rev U45 U:IAQUYNM 1499155290\CONS'i'RUC18tDFACK\BMSPFC-DOC%bh ACORD CERTIFICATE OF LIABILITY I N S U RAN C�P ID SV DATE(MM/DD/YY) IILA 35 06/17/99 PRC,DUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE RS&P - Seattle HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P. O. Box 24347 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Seattle WA 98124 INSURERS AFFORDING COVERAGE Phone: 206-956-1600 Fax:206-956-9600 ' INSURED INSURER A: St Paul Guardian Insurance Co INSURER B: A +15 D.A. Zuluagga Construction, Inc INSURERC: ' 652 S.W. 143rd Street INSURERD: Seattle, WA 98166 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EFFECTIVE POLICY EXPIRATION INTR TYPE OF INSURANCE POLICY NUMBER DATE MM/DD/YY DATE MM/OD/YY LIMITS ' EACH OCCURRENCE $ 1,000,000 GENERAL LIABILITY A X COMMERCIAL GENERAL LIABILITY RR08400063 02/13/99 ! 02/13/00 FIRE DAMAGE(Any one fire) ! $ 300,000 CLAIMS MADE LX1 OCCUR MED EXP(Any one person) $ 1 O,O O O PERSONAL&ADV INJURY $ 1,000,000 ' GENERAL AGGREGATE $ 2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X PRO LOC ' JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ! $ 11000,000 , A X ANY AUTO RR08400063 02/13/99 02/13/00 (Ea accident) ALL OWNED AUTOS BODILY INJURY (Per person) $ ' SCHEDULED AUTOS ; X HIRED AUTOS BODILY INJURY $ (Per accident) X NON-OWNED AUTOS ' PROPERTY DAMAGE ' (Per accident) $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ ' AUTO ONLY: AGG $ EXCESS LIABILITY EACH OCCURRENCE $ 4,000,000 A OCCUR CLAIMS MADE RR08400063 02/13/99 02/13/00 AGGREGATE $ 4,100,000 $ — 1 DEDUCTIBLE $ RETENTION $ IATU _ $ WORKERS COMPENSATION AND TORY LIMITS ER ' A EMPLOYERS'LIABILITY RR08400063 02/13/99 02/13/00 E.L.EACH ACCIDENT $1,000,000 WASHINGTON STOP GAP E.L.DISEASE-EA EMPLOYEE $ 1,000,000 E.L.DISEASE-POLICY LIMIT $ 1,0 0 0,0 0 0 ' OTHER ' DESCRIPTION OF OPERATION S/LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Shattuck Ave. South Stormline Replacement The City of Renton its elected or appointed officers, officials employees, subconsultants or volunteers are Primary Additional Insureds regarding this ' project per form G0322 attached. Severability of Interest provision applies. xxxx CERTIFICATE HOLDER Y I ADDITIONAL INSURED;INSURER LETTER: CANCELLATION ' RENT-12 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL tW9E*VeRil!)'MAIL City of Renton Public Works 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE Renton City Hall, 5th Floor LEFT,B 1055 S. Grady Way Renton WA 98055 v Sam Marquiss ' ACORD 25-S(7/97) D CORPORATION 1988 JUN-17-1999 08:05 FROM DA ZULUAGA CDhGT TO 9569656 P.11 1 ENDORSEMENT In consideration of. fhe pren!uM•charged, it is hereby agreed and .understood that, Policy'. :'•; Number_-issued by' Insurance Company, is amended to include the folio farms and conditions as respects Gpntract'Ntaml�er issued by the.City of Renon(OWNER)_ I. ADDITIONAL-.:INSU#(ED.;. 'The ,OWNER, their elected .or ,appointed .office�s,':�officieEs; 4a�r wx: employees, subc'onsultants, 'and volunteers are included..as addittonai1y ►nsured with regard :•_::> to damages and defense of claims•arising from: .(a) activities performed by of on behalf pf the NAMED INSURED; or.tb) products.'and completed operations pf the t�IAME� INSLIRED�` or (c) premises owned;leased'or used by the NAMED 1N8UREQ. ...T.. ..+... .. . .:..•.iF:..:Yt�� :j�,'S::•' . . .. ',�.li�. ; _ :a-�': ;:j;!,;;2L,n:.Y:.:w�s.'•�':i��S.;-cC-i�.;•'i�.�•,..r::.. 2. CONTRIBUTION NOT'REQUIRED. As respects: •(a) work performed +by tile' NAMED INSURED for or.ori behalf•of the OWNER; or (b) products"sold by the NRMED';INSURED.tq:: :. the OWNER; or (c) :premise§' leased`tiy the NAMED INSURED.from`alse `OWNEi . insurance afforded by this-policy shall,be.primary insurance as respe�:ts the OWNER ,oraat y., i ;. .$ ,, f r: - „ «its^ �i'« 's 2Zida Y(. •, x •- .ather'irtsured,.:.its';el ected;,or.:,a�po ted .'afFcers, iffioials,:.:emMoVads' 'sutico $uttan s+or` '..Vo ►.- .i�... k.e--nc,<.i, _in of aove.rageenlunteers, or .: of the f+IAM�'IN$UFIED' r h. n'.;•r .a,!�:.•...._,.>:'tii ,p+,}^..` ZS', '!at;S� ;"'; •.1rA .:r. schetluled,underryirig primary_cvvei age In either event, Ony other.Insu n race the OWNER, oi• :any`other:insured:' its elected ot, appointed.af#icers, officials;Kerripfoyees;'; "::::_a;. sub os voiucrteers shall be an excess of this.insurance;and shall..no ;contEibCK . - • with it 3. SEVERAmLITy:QF INTEREST. The inclusion of more than on6'A*nsured under„this policy shall not affect the rights.of any'Insured as respects any claim,;suit'or judgi�n ehv.made or brought; by'or for',any:other frisured br, y"other, nsurr:.�:'i'Pus i by or for any employee`of an i policy*shall protdct each Insured in the same manner as through a separate policy had been issued to each, except that nothing herein shalt operate to increase the company's'liability . 1 -beyond the amount or'amounts for which the company would have been liable" had only` . one insured been named. t 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. .4- Such notice shall be addressed to (a) the OWNED and (b) the CONSULTANT. "•- 5. CLAIM REPORTING.' The OWNER has no obligation to report occurrences unless a claim >.a=. . 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. ' Date Authorized Representative I Sin re /101 .Zt.. H:formslenvn=Ucmr irpol/bh Ngc 2 of 5 1 ' ADDITIONAL PROTECTED PERSONS ENDORSEMENT — CONTRACTORS _ 1 GENERAL LIABILITY — INCLUDING COMPLETED WORK This endorsement changes your Contractors ' Commercial General Liability Protection. 1 Hew Coverage Is Changed architect, engineer, or surveyor ' professional services. There are two changes which are described Architect, engineer, or surveyor below. professional services includes: ' 1. The following is added to the Who Is • the preparation or approval of maps, Protected Under This Agreement section, drawings, opinions, reports, surveys. This change adds certain protected change orders, designs, or persons and limits their protection. specification; and ' * supervisory, inspection, or engineering Additioaal protected person. The person or services. organization named below is an ' additional protected person as required 2. The following is added to the Other by a contract or agreement entered into primary insurance section, This change by you. But only for covered injury or broadens coverage. damage arising out of: ' o your work for that person or We'll consider this insurance to be organization; primary to and non-contributory with the • your completed work for that person insurance issued directly to additional or organization if your contract or protected persons listed below if: ' agreement requires such coverage; • your contract specifically requires that • premises you own, rent, or lease from we consider this insurance to be that person or organization; or primary or primary and non- contributory; or ' • your maintenance, operation, or use of , you request before a loss that we equipment leased from that person or consider this insurance to be primary organization. or primary and non-contributory ' We explain what we mean by your work insurance_ and your completed work in the Products and completed work total limit section. Other Terms ' If the additional protected person Is an All other terms of your policy remain the architect, engineer, or surveyor, we won't same. cover injury or damage arising out of the performance or failure to perform Person Or Organization: ' Any person or organization you are required in a written contract to show as an additional protected person is an additional protected person. ' Name of Insured Policy Number Effective Date Processing Date G0322 Rev. 12-97 Printed in U.S.A. Endorsement eSt.Paul Fire and Marine Insurance Co-1997 All Rights Reserved Page 1 of 1 PREVAILING MINIMUM HOURLY RATES i 1 1 1 WAGECOV.WC\ s O STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES PREVAILING WAGEt�+' � PO BOX 44540, OLYMPIA, WASHINGTON -4540 ` (360) 902-5335 FAX (360) 9021 vF_B - `�1999 ' * * *' NOTICE * * * tThe Washington State Supreme Court ruled in Everett Concrete v. Department of Labor and Industries that workers employed in the fabrication or manufacture of items specifically produced for public works projects are covered under Chapter 39.12 RCW. The law establishes that the applicable prevailing wages which must be paid to laborers, workers and mechanics are the wages that have been established for the county in which the actual physical work is performed. Because the fabrication or manufacture is performed off-site, this may not be the same county in which the job site is located. Because contract awarding agencies must include the prevailing wages in their contract or bid specifications for all-potential bidders, the off-site wages for every county in the state must be included. This insures that manufacturers located in other counties will be provided with the wages that apply to them. The following is a list of work that may include the fabrication or manufacture of items produced specifically for a public works project. This list is not intended to include standard items that are always available and may be purchased on the tgeneral market. Questions regarding whether the production of a specific item is covered should be directed to the office of the industrial Statistician. ' Cabinet, Sash, Door and Furniture Making (wood) Fabricated Precast Concrete Products (Structural, Architectural and Utility concrete) Industrial Engine and Machine Mechanics Metal Fabrication (in-shop) - (Ironworkers, Boilermakers) Modular Buildings (Including customized prefabricated housing) Sheet Metal Work (Air ducts, ventilation systems, except round flex hose) Sign Making and Installation (Electrical and non-electrical) o�� ' 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 on the Benefit Code Key. KING COUNTY Effective 03-03-99 ' (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $26.50 1M 5D 'BOILERMAKERS JOURNEY LEVEL $33.93 1 B 5N BRICK AND MARBLE MASONS JOURNEY LEVEL $31.67 1 H 5A CABINET MAKERS(IN SHOP) JOURNEY LEVEL $11.71 1 CARPENTERS ' ACOUSTICAL WORKER $30.93 1M 5D CARPENTER $30.77 1 M 5D CREOSOTED MATERIAL $30.87 1M 5D DRYWALL APPLICATOR $30.77 1M 5D ' FLOOR FINISHER $30.90 1M 5D FLOOR LAYER $30.90 1 M 5D FLOOR SANDER $30.90 1 M 5D t MILLWRIGHT AND MACHINE ERECTORS $31.77 1M 5D PILEDRIVERS, BRIDGE, DOCK&WARF CARPENTERS $30.77 1M 5D PILEDRIVERS,DRIVING, PULLING,PLACING COLLARS AND WELDING $30.97 1M 5D SAWFILER $30.90 1M 5D SHINGLER $30.90 1M 5D STATIONARY POWER SAW OPERATOR $30.90 1M 5D STATIONARY WOODWORKING TOOLS $30.90 1M 5D ' CEMENT MASONS JOURNEY LEVEL $31.69 1 M 5D DRIERS&TENDERS ' DRIER $66.30 1M 5D 8A DRIER TENDER $32.98 1M 5D DREDGE WORKERS ASSISTANT ENGINEER $31.22 1T 5D 8L ASSISTANT MATE(DECKHAND) $30.78 1T 5D 8L BOATMEN $31.22 1T 5D 8L ENGINEER WELDER $31.27 1T 5D 8L ' LEVERMAN, HYDRAULIC $32.66 1T 5D 8L MAINTENANCE $30.78 1T 5D 8L MATES $31.22 1T 5D 8L OILER $30.86 1T 5D 8L DRYWALL TAPERS JOURNEY LEVEL $30.88 1J 5A ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEY LEVEL $9.37 1J 5A ELECTRICIANS -INSIDE CABLE SPLICER $38.66 1J 6H Page 1 KING COUNTY ' Effective 03-03-99 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code CABLE SPLICER(TUNNEL) $53.20 11 6H CERTIFIED WELDER $37.25 1J 6H CERTIFIED WELDER(TUNNEL) $51.13 1J 6H ' CONSTRUCTION STOCK PERSON $19.99 1J 6H JOURNEY LEVEL $35.83 1J 6H JOURNEY LEVEL(TUNNEL) $49.04 1J 6H , ELECTRICIANS-MOTOR SHOP CRAFTSMAN $15.37 2A 6C JOURNEY LEVEL $14.69 2A 6C ELECTRICIANS-POWERLINE CONSTRUCTION CABLE SPLICER $36.05 4A 5A 8E CERTIFIED LINE WELDER $33.15 4A 5A 8E GROUNDPERSON $23.83 4A 5A 8E , HEAD GROUNDPERSON $25.05 4A 5A 8E HEAVY LINE EQUIPMENT OPERATOR $33.15 4A 5A 8E JACKHAMMER OPERATOR $25.05 4A 5A 8E ' JOURNEY LEVEL LINEPERSON $33.15 4A 5A 8E LINE EQUIPMENT OPERATOR $27.97 4A 5A 8E POLE SPRAYER $33.15 4A 5A 8E POWDERPERSON $25.05 4A 5A 8E ' ELECTRONIC&TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $12.07 1 ELEVATOR CONSTRUCTORS ' CONSTRUCTOR $28.45 4A 61 MECHANIC $38.49 4A 61 MECHANIC IN CHARGE $42.49 4A 61 ' PROBATIONARY CONSTRUCTOR $14.88 4A 61 FABRICATED PRECAST CONCRETE PRODUCTS ARCHITECTURAL AND PRESTRESSED CONCRETE-All Classifications $10.20 1 ALL OTHER CONCRETE PRODUCTS-Carpenter $18.77 1 B 6S ALL OTHER CONCRETE PRODUCTS-Clean-up $17.99 1 B 6S ALL OTHER CONCRETE PRODUCTS-Fabricator $18.24 1 B 6S ALL OTHER CONCRETE PRODUCTS-Gunite $18.24 1 B 6S ' ALL OTHER CONCRETE PRODUCTS-Maintenance $18.77 1B 6S ALL OTHER CONCRETE PRODUCTS-Operator $18.24 1 B 6S ALL OTHER CONCRETE PRODUCTS-Welder $18.24 1 B 6S ' ALL OTHER CONCRETE PRODUCTS-Wet Pour $17.99 1 B 6S ALL OTHER CONCRETE PRODUCTS-Yard Patch $17.99 1 B 6S FENCE ERECTORS FENCE ERECTOR $13.80 1 ' FENCE LABORER $11.60 1 FLAGGERS JOURNEY LEVEL $21.82 1 M 5D ' GLAZIERS JOURNEY LEVEL $29.51 2E 5G HEAT&FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $32.33 1 F 5C ' HEATING EQUIPMENT MECHANICS MECHANIC $18.45 11 5A INDUSTRIAL ENGINE AND MACHINE MECHANICS ' MECHANIC $15.65 1 INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL $9.07 1 Page 2 ' ' KING COUNTY Effective 03-03-99 (See Benefit Code Key) Over PREVAILING Time Holiday Note lassification WAGE Code Code Code INLAND BOATMEN DECKHAND $23.30 1 K 5D ENGINEER-DECKHAND $25.19 1K 5D IOPERATOR $26.08 1 K 5D NS PECTION/CLEANING/S EALING 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 $6.25 1 TV TRUCK OPERATOR $10.53 1 NSULATION APPLICATORS JOURNEYLEVEL $27.67 1M 5D IRONWORKERS JOURNEY LEVEL $33.07 1 B 5A LABORERS ASPHALT RAKER $26.98 1M 5D BALLAST REGULATOR MACHINE $26.50 1M 5D BATCH WEIGHMAN $21.82 1M 5D ' CARPENTER TENDER $26.50 1M 5D CASSION WORKER $27.34 1M 5D CEMENT DUMPER/PAVING $26.98 1M 5D CEMENT FINISHER TENDER $26.50 1 M 5D CHIPPING GUN(OVER 30 LBS) $26.98 1M 5D CHIPPING GUN(UNDER 30 LBS) $26.50 1M 5D CHUCKTENDER $26.50 1M 5D CLEAN-UP LABORER $26.50 1M 5D CONCRETE FORM STRIPPER $26.50 1M 5D CONCRETE SAW OPERATOR $26.98 1M 5D CRUSHER FEEDER $21.82 1M 5D ' CURING LABORER $26.50 1M 5D DEMOLITION,WRECKING&MOVING(INCLUDING CHARRED MATERIALS) $26.50 1M 5D DITCH DIGGER $26.50 1M 5D ' DIVER $27.34 1 M 5D DRILL OPERATOR(HYDRAULIC, DIAMOND) $26.98 1M 5D DRILL OPERATOR,AIRTRAC $27.34 1M 5D ' DUMPMAN $26.50 1M 5D FALLER/BUCKER,CHAIN SAW $26.98 1M 5D FINAL DETAIL CLEANUP(i.e.,dusting,vacuuming,window cleaning; NOT $19.50 1M 5D construction debris cleanup) ' FINE GRADERS $26.50 1M 5D FIRE WATCH $26.50 1M 5D FORM SETTER $26.50 1 M 5D GABION BASKET BUILDER $26.50 1M 5D GENERAL LABORER $26.50 1M 5D GRADE CHECKER&TRANSIT PERSON $26.98 1M 5D GRINDERS $26.50 1M 5D ' GROUT MACHINE TENDER $26.50 1M 5D HAZARDOUS WASTE WORKER LEVEL A $27.34 1 M 5D HAZARDOUS WASTE WORKER LEVEL B $26.98 1M 5D ' HAZARDOUS WASTE WORKER LEVEL C $26.50 1M 5D HIGH SCALER $27.34 1M 5D HOD CARR]ER/MORTARMAN $26.98 1M 5D ' Page 3 KING COUNTY Effective 03-03-99 (See Benefit Code Key) Over PREVAILING Time Holiday Note ' Classification WAGE Code Code Code JACKHAMMER $26.98 1M 5D LASER BEAM OPERATOR $26.98 1 M 5D MINER $27.34 1M 5D ' NOZZLEMAN, CONCRETE PUMP,GREEN CUTTER WHEN USING HIGH $26.98 1M 5D PRESSURE AIR&WATER ON CONCRETE&ROCK,SANDBLAST,GUNITE, SHOTCRETE,WATER BLASTER ' PAVEMENT BREAKER $26.98 1M 5D PILOT CAR $21.82 1 M 5D PIPE RELINER(NOT INSERT TYPE) $26.98 1 M 5D PIPELAYER&CAULKER $26.98 1 M 5D , PIPELAYER&CAULKER(LEAD) $27.34 1M 5D PIPEWRAPPER $26.98 1 M 5D POT TENDER $26.50 1 M 5D ' POWDERMAN $27.34 1 M 5D POWDERMAN HELPER $26.50 1 M 5D POWERJACKS $26.98 1 M 5D RAILROAD SPIKE PULLER(POWER) $26.98 1 M 5D ' RE-TIMBERMAN $27.34 1 M 5D RIPRAP MAN $26.50 1 M 5D SIGNALMAN $26.50 1M 5D , SLOPER SPRAYMAN $26.50 1 M 5D SPREADER(GLARY POWER OR SIMILAR TYPES) $26.98 1 M 5D SPREADER(CONCRETE) $26.98 1M 5D ' STAKE HOPPER $26.50 1M 5D STOCKPILER $26.50 1 M 5D TAMPER&SIMILAR ELECTRIC,AIR&GAS $26.98 1 M 5D TAMPER(MULTIPLE&SELF PROPELLED) $26.98 1M 5D TOOLROOM MAN(AT JOB SITE) $26.50 1 M 5D TOPPER-TAILER $26.50 1M 5D TRACK LABORER $26.50 1 M 5D TRACK LINER(POWER) $26.98 1 M 5D TUGGER OPERATOR $26.98 1M 5D VIBRATING SCREED(AIR,GAS,OR ELECTRIC) $26.50 1 M 5D ' VIBRATOR $26.98 1 M 5D WELDER $26.50 1M 5D WELL-POINT LABORER $26.98 1M 5D LABORERS-UNDERGROUND SEWER&WATER , GENERAL LABORER $26.50 1M 5D PIPE LAYER $26.98 1 M 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 $30.88 1M 5D MACHINISTS(HYDROELECTRIC SITE WORK) MACHINIST $16 84 1 t METAL FABRICATION(IN SHOP) FITTER $15.86 1 LABORER $g 78 1 , MACHINE OPERATOR $13.04 1 PAINTER $1 1.10 1 WELDER $15 48 1 Page 4 ' ' KING COUNTY Effective 03-03-99 (See Benefit Code Key) ' Over PREVAILING Time Holiday Note Classification WAGE Code Code Code '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 $25.40 2B 5A PLASTERERS JOURNEY LEVEL $31.78 1 R 5A PLAYGROUND&PARK EQUIPMENT INSTALLERS JOURNEY LEVEL $8.42 1 PLUMBERS&PIPEFITTERS JOURNEY LEVEL $39.56 1B 5A POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $29.39 1T 5D 8L ' BACKHOE, EXCAVATOR, SHOVEL (3 YD&UNDER) $31.85 1T 5D 8L BACKHOE,EXCAVATOR, SHOVEL (OVER 3 YD&UNDER 6 YD) $32.29 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL(6 YD AND OVER WITH ATTACHMENTS) $32.79 1T 5D 8L BACKHOES, (75 HP&UNDER) $31.49 1T 5D 8L BACKHOES, (OVER 75 HP) $31.85 1T 5D 8L BARRIER MACHINE(ZIPPER) $31.85 1T 5D 8L BATCH PLANT OPERATOR,CONCRETE $31.85 1T 5D 8L ' BELT LOADERS(ELEVATING TYPE) $31.49 1T 5D 8L BOBCAT $29.39 1T 5D 8L BROOMS $29.39 1T 5D 8L BUMP CUTTER $31.85 1T 50 8L CABLEWAYS $32.29 1T 5D 8L CHIPPER $31.85 1T 5D 8L COMPRESSORS $29.39 1T 5D 8L ' CONCRETE FINISH MACHINE-LASER SCREED $29.39 1T 5D 8L CONCRETE PUMP-TRUCK MOUNT WITH BOOM ATTACHMENT $31.85 1T 515 8L CONCRETE PUMPS $31.49 1T 5D 8L CONVEYORS $31.49 1T 5D 8L CRANES, THRU 19 TONS,WITH ATTACHMENTS $31.49 1T 5D 8L CRANES, 20-44 TONS,WITH ATTACHMENTS $31.85 1T 5D SL CRANES, 45 TONS-99 TONS, UNDER 150 FT OF BOOM(INCLUDING JIB $32.29 1T 5D 8L WITH ATACHMENTS) CRANES, 100 TONS-199 TONS,OR 150 FT OF BOOM(INCLUDING JIB $32.79 1T 5D SL WITH ATTACHMENTS) CRANES,200 TONS TO 300 TONS, OR 250 FT OF BOOM (INCLUDING JIB $33.29 1T 5D SL WITH ATTACHMENTS) CRANES,A-FRAME, 10 TON AND UNDER $29.39 1T 5D 8L CRANES,A-FRAME,OVER 10 TON $31.49 1T 5D 8L CRANES, OVER 300 TONS, OR 300'OF BOOM INCLUDING JIB WITH $33.52 1T 5D BL ATTACHMENTS CRANES, OVERHEAD, BRIDGE TYPE(20-44 TONS) $31.85 1T 5D 8L CRANES, OVERHEAD, BRIDGE TYPE (45-99 TONS) $32.29 1T 5D 8L ' CRANES, OVERHEAD, BRIDGE TYPE(100 TONS&OVER) $32.79 1T 5D 8L CRANES,TOWER CRANE UP TO 175' IN HEIGHT,BASE TO BOOM $32.79 1T 5D 8L CRANES,TOWER CRANE OVER 175' IN HEIGHT, BASE TO BOOM $33.29 1T 5D 8L ' Page 5 KING COUNTY ' Effective 03-03-99 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code ' Code CRUSHERS $31.85 1T 5D 8L DECK ENGINEER/DECK WINCHES(POWER) $31.85 1T 5D 8L DERRICK, BUILDING $32.29 1T 5D 8L , DOZERS, D-9&UNDER $31.49 1T 5D 8L DRILL OILERS-AUGER TYPE,TRUCK OR CRANE MOUNT $31.49 1T 5D SL DRILLING MACHINE $31.85 1T 5D 8L ' ELEVATOR AND MANLIFT,PERMANENT AND SHAFT-TYPE $29.39 1T 5D 8L EQUIPMENT SERVICE ENGINEER(OILER) $31.49 1T 5D 8L FINISHING MACHINE/BIDWELL GAMACO AND SIMILAR EQUIP $31.85 1 T 5D 8L , FORK LIFTS,(3000 LBS AND OVER) $31.49 1T 5D 8L FORK LIFTS, (UNDER 3000 LBS) ,$29.39 1T 5D 8L GRADE ENGINEER $31.49 1T 5D 8L GRADECHECKER AND STAKEMAN $29.39 1T 5D 8L ' HOISTS,OUTSIDE(ELEVATORS AND MANLIFTS),AIR TUGGERS $31.49 1T 5D 8L HORIZONTAUDIRECTIONAL DRILL LOCATOR $31.49 1T 5D 8L HORIZONTAUDIRECTIONAL DRILL OPERATOR $31.85 1T 5D 8L ' HYDRALIFTS/BOOM TRUCKS(10 TON&UNDER) $29_39 1T 5D 8L HYDRALIFTS/BOOM TRUCKS(OVER 10 TON) $31.49 IT 5D 8L LOADERS, OVERHEAD(6 YD UP TO 8 YD) $32.29 1T 5D 8L ' LOADERS,OVERHEAD(8 YD&OVER) $32.79 1T 5D 8L LOADERS,OVERHEAD(UNDER 6 YD), PLANT FEED $31.85 1T 5D 8L LOCOMOTIVES,ALL $31.85 1T 5D 8L MECHANICS,ALL $31.85 1T 5D 8L ' MIXERS,ASPHALT PLANT $31.85 1T 5D 8L MOTOR PATROL GRADER(FINISHING) $31.85 1T 5D 8L MOTOR PATROL GRADER(NON-FINISHING) $31.49 1T 5D 8L , MUCKING MACHINE,MOLE,TUNNEL DRILL AND/OR SHIELD $32.29 1T 5D 8L OIL DISTRIBUTORS,BLOWER DISTRIBUTION AND MULCH SEEDING $29.39 IT 5D 8L OPERATOR . PAVEMENT BREAKER $29.39 1T 5D 8L , PILEDRIVER(OTHER THAN CRANE MOUNT) $31.85 1T 5D 8L PLANT OILER(ASPHALT CRUSHER) $31.49 1T 5D 8L POSTHOLE DIGGER,MECHANICAL $29.39 1T 5D 8L POWER PLANT $29.39 IT 50 8L ' PUMPS,WATER $29.39 1T 5D 8L QUAD 9, D-10,AND HD-41 $32.29 1T 5D 8L REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $32.29 1T 5D 8L ' EQUIP RIGGER AND BELLMAN $29.39 1T 5D 8L ROLLAGON $32.29 1T 5D 8L ROLLER,OTHER THAN PLANT ROAD MIX $29.39 1T 5D 8L ' ROLLERS, PLANTMIX OR MULTILIFT MATERIALS $31.49 1T 5D 8L ROTO-MILL, ROTO-GRINDER $31.85 1T 5D 8L SAWS,CONCRETE $31.49 1T 5D 8L ' SCRAPERS, CONCRETE AND CARRY ALL $31.49 1T 5D 8L SCRAPERS, SELF-PROPELLED(UNDER 45 YD) $31.85 1T 5D 8L SCRAPERS, SELF-PROPELLED(45 YD AND OVER) $32.29 1T 5D 8L ' SCREED MAN $31.85 1T 5D 8L SHOTCRETE GUNITE $29.39 1T 5D 8L SLIPFORM PAVERS $3229 1T 5D 8L SPREADER,TOPSIDE OPERATOR-BLAW KNOX $31.85 IT 5D 8L , SUBGRADE TRIMMER $31.85 1T 5D 8L TRACTORS, (75 HP&UNDER) $31.49 1T 5D 8L Page 6 , ' KING COUNTY Effective 03-03-99 ' (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code TRACTORS,(OVER 75 HP) $31.85 1T 5D 8L TRANSFER MATERIAL SERVICE MACHINE $31.85 1T 5D 8L TRANSPORTERS,ALL TRACK OR TRUCK TYPE $32.29 1T 5D 8L ' TRENCHING MACHINES $31.49 IT 5D 8L TRUCK CRANE OILERIDRIVER(UNDER 100 TON) $31.49 1T 5D 8L TRUCK CRANE OILER/DRIVER(100 TON&OVER) $31.85 1T 5D 8L ' WHEEL TRACTORS, FARMALL TYPE $29.39 1T 5D 8L YO YO PAY DOZER $31.85 1T 5D 8L POWER EQUIPMENT OPERATORS-UNDERGROUND SEWER&WATER ' (SEE POWER EQUIPMENT OPERATORS) POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE $27.16 4A 5A SPRAY PERSON $25.69 4A 5A ' TREE EQUIPMENT OPERATOR $26.06 4A 5A TREE TRIMMER $24.08 4A 5A TREE TRIMMER GROUNDPERSON $17.52 4A 5A ,REFRIGERATION&AIR CONDITIONING MECHANICS MECHANIC $38.01 1B 5A RESIDENTIAL BRICK&MARBLE MASONS JOURNEY LEVEL $19.25 1 I RESIDENTIAL CARPENTERS JOURNEY LEVEL $21.85 1N 5D ,RESIDENTIAL CEMENT MASONS JOURNEY LEVEL $31.69 1 M 50 RESIDENTIAL DRYWALL TAPERS JOURNEY LEVEL $22.18 1 'RESIDENTIAL ELECTRICIANS JOURNEY LEVEL $15.21 1 RESIDENTIAL GLAZIERS JOURNEY LEVEL $21.14 2E 5G RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL $17.59 1 RESIDENTIAL LABORERS JOURNEY LEVEL $7•96 1 RESIDENTIAL PAINTERS JOURNEY LEVEL $14.83 1 ' RESIDENTIAL PLUMBERS&PIPEFITTERS JOURNEY LEVEL $22.67 1B 5A RESIDENTIAL REFRIGERATION&AIR CONDITIONING MECHANICS JOURNEY LEVEL $38.01 1B 5A RESIDENTIAL SHEET METAL WORKERS JOURNEY LEVEL $23.66 1J 5A RESIDENTIAL SOFT FLOOR LAYERS JOURNEY LEVEL $27.01 1B 5A ' RESIDENTIAL SPRINKLER FITTERS(FIRE PROTECTION) JOURNEY LEVEL $15.37 1 ' ROOFERS JOURNEY LEVEL $29.03 1R 5A USING IRRITABLE BITUMINOUS MATERIALS $32.03 1R 5A SHEET METAL WORKERS JOURNEY LEVEL $35.28 11 6L SIGN MAKERS &INSTALLERS (ELECTRICAL) JOURNEY LEVEL $19.29 1 ' Page 7 KING COUNTY ' Effective 03-03-99 (See Benefit Code Key) Over PREVAILING Time Holiday Note ' Classification WAGE Code Code Code STOCK PERSON $10.39 1 SIGN MAKERS&INSTALLERS(NON-ELECTRICAL) CONSTRUCTION $18.05 1 , CONSTRUCTION"B" $10.33 1 PRODUCTION SILK SCREENER $10.24 1 SHOP PERSON $7.41 1 ' SIGN HANGER $18.05 1 SIGN PAINTER $20.81 1 SILK SCREENER $14.58 1 SOFT FLOOR LAYERS , JOURNEY LEVEL $27.01 1 B 5A SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $12.44 1 5S ' SPRINKLER FITTERS(FIRE PROTECTION) JOURNEY LEVEL $37.30 1 B 5C STAGE RIGGING MECHANICS(NON STRUCTURAL) ' JOURNEY LEVEL $13.23 1 SURVEYORS CHAIN PERSON $9.35 1 INSTRUMENT PERSON $11.40 1 ' PARTY CHIEF $13.40 1 TELEPHONE LINE CONSTRUCTION-OUTSIDE CABLE SPLICER $22.71 2B 5A ' HOLE DIGGER/GROUND PERSON $12.13 2B 5A INSTALLER(REPAIRER) $21.73 2B 5A JOURNEY LEVEL TELEPHONE LINEPERSON $21.04 2B 5A ' SPECIAL APPARATUS INSTALLER 1 $22.71 2B 5A SPECIAL APPARATUS INSTALLER 11 $22.24 2B 5A TELEPHONE EQUIPMENT OPERATOR(HEAVY) $22.71 2B 5A ' TELEPHONE EQUIPMENT OPERATOR(LIGHT) $21.04 2B 5A TELEVISION GROUND PERSON $11.44 2B 5A TELEVISION LINEPERSON/INSTALLER $15.65 2B 5A TELEVISION SYSTEM TECHNICIAN $18.88 2B 5A ' TELEVISION TECHNICIAN $16.85 2B 5A TREE TRIMMER $21_G4 2B 5A TERRAZZO WORKERS&TILE SETTERS JOURNEY LEVEL $30.08 1H 5A ' TILE,MARBLE&TERRAZZO FINISHERS FINISHER $24.37 1H 5A TRAFFIC CONTROL STRIPERS ' JOURNEY LEVEL $24.69 1 K 5A TRUCK DRIVERS DUMP TRUCK $29.62 1T 5D 8L ' DUMP TRUCK&TRAILER $30.20 1T 5D 8L OTHER TRUCKS $30.20 1T 5D 8L TRANSIT MIXER $26.46 1 WELL DRILLERS&IRRIGATION PUMP INSTALLERS , IRRIGATION PUMP INSTALLER $17.71 1 OILER $12.97 1 WELL DRILLER $17.68 1 ' Page 8 ' BENEFIT CODE KEY - EFFECTIVE 03-03-99 a........a......................tatt................t♦.s.�..-.C.ts.S......►•t•s•s....sss..............................t 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- ALL HOURS WORKED IN EXCESS OF EIGHT(8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE-HALF ' TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ' C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. E. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS), SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE-HALF TIMES 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. 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 ON 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. 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 MAKE-UP DAYS,SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED AFTER 6:OOPM SATURDAY TO 6:OOAM MONDAY AND ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF 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. BENEFIT CODE KEY-EFFECTIVE 03-03-99 , -2- . W. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS(EXCEPT MAKE-UP DAYS)SHALL BE PAID AT ONE AND ONE- HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS 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 ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF , WAGE. ALL HOURS WORKED IN EXCESS OF SIX(6)HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ' C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. , D. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT STRAIGHT TIME IN 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. 1. 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. 0. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ' 4. A. 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. HOLIDAY CODES ' 5. A. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(7). B. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,THANKSGIVING DAY, FRIDAY ' AFTER THANKSGIVING DAY,THE DAY BEFORE CHRISTMAS,AND CHRISTMAS DAY(8). C. HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). ' D. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE 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). BENEFIT CODE KEY-EFFECTIVE 03-03-99 -3- H. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY,AND CHRISTMAS(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, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, ' VETERANS'DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(9). 0. 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, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY,ONE-HALF DAY BEFORE CHRISTMAS DAY,AND CHRISTMAS DAY.(7 1/2). S. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR ' DAY,THANKSGIVING DAY,AND CHRISTMAS DAY(7). T. PAID HOLIDAYS: SEVEN(7)PAID HOLIDAYS. U. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,CHRISTMAS DAY,AND A DAY OF THE EMPLOYEES CHOICE(7). V. PAID HOLIDAYS: SIX(6)PAID HOLIDAYS. W. PAID HOLIDAYS: NINE(9)PAID HOLIDAYS. X. HOLIDAYS: AFTER 120 HOURS-NEW YEAR'S DAY,THANKSGIVING DAY AND CHRISTMAS DAY, AFTER 2080 HOURS - NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,CHRISTMAS DAY AND A FLOATING HOLIDAY(8). Y. HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,PRESIDENTIAL ELECTION DAY, ' THANKSGIVING DAY,THE FRIDAY FOLLOWING THANKSGIVING DAY,AND CHRISTMAS DAY(8). Z. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). 6. A. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). C. HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,THE DAY AFTER THANKSGIVING DAY,THE LAST WORK DAY BEFORE CHRISTMAS DAY,AND ' CHRISTMAS DAY(9). D. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY,THE DAY BEFORE OR THE DAY AFTER CHRISTMAS DAY(9). 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. 1 BENEFIT CODE KEY-EFFECTIVE 03-03-99 -4- 6. R. HOLIDAYS: NEW YEAR'S DAY; MARTIN LUTHER KING, JR. DAY; WASHINGTON'S BIRTHDAY; MEMORIAL 1 DAY; INDEPENDENCE DAY; THANKSGIVING DAY; THE FRIDAY AFTER THANKSGIVING DAY; AND CHRISTMAS DAY(8). S. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,THANKSGIVING ' DAY,THE FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS EVE DAY,AND CHRISTMAS DAY(8). T. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, ' LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY,AND CHRISTMAS DAY(9). U. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING ' DAY,THE FRIDAY AFTER THANKSGIVING DAY,THE DAY BEFORE CHRISTMAS DAY,CHRISTMAS DAY,AND A FLOATING HOLIDAY(9). V. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,THANKSGIVING , DAY,DAY AFTER THANKSGIVING DAY,CHRISTMAS EVE DAY,CHRISTMAS DAY, 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 BEFORE 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 ' 8. 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'-S2.25 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 175'TO 250'-S5.50 PER FOOT FOR EACH FOOT OVER 175 FEET ' OVER 250'-DIVERS MAY NAME THEIR OWN PRICE,PROVIDED IT IS NO LESS THAN THE 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'-SI.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(S24.00)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: S0.75, 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:S0.50. N. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS-LEVEL A: S1.00, LEVEL ' B: $0.75,LEVEL C: S0.50, AND LEVEL D:$0.25. v /. •f1• •/l1 •f I! /. !I.• • q ,fl. I I I ♦I• 11 •�• t • ( , 1 re-plir-7-7v M Wk. ME EN^ •i+�oimtiwMcwcaa..caw..SSwiG ,�a.' "; �i¢o �o`4q.�or:..io&J7C.V c Ll'kitfiti : 'of y:�•f'J'�`.``ti Akao;.� :.r:9a<.irii�'°>%5"+' > xe>:i •'tiv'. L.`cF:. �:::a3s'w f;�✓s'S.;,.�'":.<:;fn':'S..."'i'9:airo>" .s'7s3:i ;fq'33:�;�r'i... ".<S'ri.<=:i;::�`3•J > .:;; o0�;::i::.,..Nociry Flt"c in and for the Stac of APPROVED: Depa=enE of Labor and Industries By - n • 1 • • INSTRUCTIONS TO COMPLETETHE ' STATEMENT OF INTENT TO PAY PREVAILING WAGES Incomplete forms cannot be processed and will be returned without approval.. Lfirm must by TYPED OR PRINTED IN IM cm*eted in ks entirety.and all 4 copies submitted with the processing fee of=-00 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 of this intent will be based on the Information provided by the contractorlsubcontractor. It does not signify approval of the classifications of'.�or used by the contractw/subwntractor. After the Industrial Statistician has approved the Statement of intent to Pay Prevairing Wages,the departrttertt will return 3 copies to the organization indicated on the form. Please call(206)956-5335 it you have questions. Please do not submit this form to our office If the"Awarding Agency'is a federal entity. - 0e the form as follows: NOTE: Numbers on Instructlons match large bold numbers on front of form -• lic company name and address to which your forms should be mailed. Project Name-The name of the project contracts Contract Number-This is the number of the contract between the awarding agency and the Pry Contract Awarding Agency-JWs is the name of the public agency anal awarded the contract to the prime contras tor. Address.City,State.ZIP+4-This is the address of fhe contract awarding agency. County where work was Performed-This Is the county in which the act tat work will be performed. City where work was performed-This Is the dtY in which the work will be pert owned. if the work will be performed outside.the Um of any dry.write'tVa'in this space. contractors were due for surbrttiss;on to the contract awarding agency. Bid Ow Date-This Is the date that the bids from prime contractor����.��e�'• ' Date Contract Awarded-This ES the date the oontrad was awarded to the prime Prime Contractor-This Is the company that signed the contras with the contract !agency. Do you Intend to use subcontractors?-Indicate"Yes'or'No'. See Note at the bottom of this page. Do you Intend to use apprentices?=h ficate'Yes'Of OW- It'Yes%please wN be based on that award dais. !� Wag"art tied a me'Sid Due Date~.lit the'Dana Corwar:t Awarded-is six moms ormore afro the bid due date.wages . 3. Ust each crafVtra Woecupadon of workers to be employed on this project. tf this Is residential.landscape,or underground sewer and water =p1ease state so on the form.]Cpengineers and/or truck drivers will be used.describe the type.and Est the size or rated capacity of the equipment work will be perkxmed by owners/partiters. state 'Ownedopemtor' under the 'CratY section. and and must be paid prevailing need wage.)not be (individuals who own less than 30%of the company are not considered to be ownem/0POrat 4. Enter the rate of hourly pay for each craftnraderoccupation classification. This Is the wage you will actually Pay to the workers. IrEnter true rate of hourly fringe benefits. This Is the cost of fringe benefits,as defined by RCW 39.12.010. that you will actually pay to the leers. The amount listed for'Rate of Hourly Pay'plus the amount listed for'Rate of Hourly Fringe Benefits',if any,must equal or exceed the prevak'i4mte of wage. IEnter the estimated number of workers for each craft/trade/occupation. 7. 'Notary'•Ensure this area Is completely filled out and each copy notarized. Indicate your company`s name.address,phone number and the signature of an authorized representative. Urns without signatures will be returned. Industrial Statistician TE: Do not list apprentices or apprentice wages on this Statement of Intent. if you Intend to use ESAC Division Mkwentices on this project, they must be listed on the Affidavit of Wages Paid (F700-007-000),and registered PO Box 44540 th the Washington State Apprenticeship and Training Council. Any workers not registered as such must be Olympia WA 98504-4540 paid prevalling Journeyman wages. Apprentices not registered with the Washington State Apprenticeship and 06 956-5335 itRaining Council within 60 days of hiring, must be paid prevailing Journeyman wages for the time preceding.the (2 ) te of registration. To verity apprenticeship registration and status,cap(2o6)956 5324. • �� • • �• • . .. 1 �• 1 i ( 1l . - .11 R llq- HOW r • - • �a-„°�`V�,�»•p;?�a°��y<' �S ' y'�2��,>i:.. �..>^„•:4,y �"�°,'A`�8'3�>�"�'�t wa' 4: S•a.�;e.'• j; :n.a,' Y {;.w. x :.'.ec$,etti:gf•�?::s�'�°,�.i:.6 a.._. Rf• x:S. �'4:" a�y;,SicJ�. •`.LwxV.MeK I:%�:{4V.`�a�'4']'i" a:4 � pw; �F•, �' a. w`/°.Ica .°rl£ <.✓ > •w S.K.y .ia L s�,,.,,... >:..✓ r J. -� xXan..hleea...wS.M., .,tAc+�s... .a...G ui.:ti a �%��.,•.arySfa.:.S..ywl a>..�.�..a.,xw�...✓k >Y 4 ;iaht'Jn}`° d'". � 2�':2>w•�„Y p$>� � h 2> N '�gt x!y A »c xa°its � ° 4�� ��� ��� i�� � �A,u.aawV•°�..Rf a.• ' �a5��•P'aX3�6CoD6Y�.�w� m' ��sy^+s`yq••".. '���t"1�'�+� rjvL°•�fnr:��ufr � �nt�ayyx+�„j5•S Zq,.w+d:�jyt v� ' h � ��x• • � §� µowK �w�ic.�rm f"Eati Yxa >' wtM ;:c7�,°S^���'c•S .•'�Y..`SF�yG»'�,:.Y°>>t�F.y; �2 �`:n, sx '•L •t2,�T.�` ;< g'iG 2pp�ia.>�1: a .„9Jc,oY.,...„w Ca.w�..:�]•,:,,..x aawcO:t .>s5�r"a0.`J,..u3#.srar3i.�.i�. tzar " �;.�►i»°�ot�•�S3�f^°'1 '•:y�ta..Y>w�r°?�r'W y'h'a��•(C�'O��'+�'..>^>Y�>'�. <Z'.rn o uy��.. io�.. a� S�k��r y!�bTa7 �''Lx'�;'r'aa'�3.Sx3 y�•..'�'t'>Z�:a r^e .�w,."r<t:.. ri+•>• � a�'.,,.�.,n-SC>�a �`C:44�`S`\ u� eF 3" �c '.!t. • .t '•• - lh T ,�7 tINSTRUCTIONS TO COMPLETE THE AFFIDAVIT OF WAGES PAID NOTE: Please do not submit this form to our office If the"Awarding Agency" Is a federal entity. fication of thus affidavit wig be based on the information provided by the contractor/subcontractor. It does not signify approval of the fixations of labor used by the contractor subcontractor. After the Industrial Statistician has certified the Affidavit of Wages Paid,the department will return 3 copies to the organization indicated on the form. Please call(206)956-5335 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: Note: Please fold in thirds MANAGEMENT SERVICES using marks along the left DEPARTMENT OF LABOR AND INDUSTRIES edge so the address will PO BOX 44835 show in a window envelope. OLYMPIA WA 98504-4835 Complete the form a3 foilows: NOTE: Numbers on Instructions match large bold numbers on front of this form. 1. 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 dale that you sent the Statement of Intent to Pay Prevailing Wages to the department for approval- Contract Awarding Agency-This is the name of the public agency that awarded the contract to the prime contractor. Address,C1ty;State,ZIP f4-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. Clty 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'n/a'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. Data Contract Awarded-This is the date the contract was awarded to the prime contractor by the awarding agency. Date Work Completed-This is ttie date your portion of the contract was completed. Prime Contractor-This is the company that signed the contract with the contract awarding agency. NOTE Wages are tied io the-bid Due Date if-Date ConT=Awarded'is six montns or more after the bld due date.wages will be based on Cut award date. 3. List each craft/trade/ocmpation of workers employed on this project if this is residential, landscape, or underground sewer and water construction,please state so on the form. if 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 completed. (Individuals who own less than 30%of the company are not considered to be ownersloperators,and must be paid prevailing wage.) A. List the actual number of joumey-level workers employed in the craft/trade/occupation indicated on this project —5. List the total number of hours worked by each craft/trade/occupadon. ' 6. Enter the rate of hourly pay for each craWrade/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 fringe benefits,as defined by RCW 39.1 ZO10, that you actually paid to the workers. The amount listed for'Rate of Hourly Pay'plus the amount listed for'Rate of Hourly Fringe Benefits', if any, must equal or exceed the prevailing rate of wage. S. If apprentices have been employed on this project, list each by name, registration number, stage of progression, date of hire by the company craft and rate of hourly pay and fringe benefits. This information must be Indicated for each craft listed for each apprentice. If you need more space to Est apprentices,use additional forms. 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 journeyman wages for the time preceding the date of registration. To verify apprenticeship registration and status, call(206)956-5324. 9. indicate company's name, address, phone number and signature of an authorized representative. Forms without signatures will be returned. 10. 'Notary' - Ensure this area is completely filled out and each copy notarized. RETAINAGE: Contractors are responsible for ensunng that subcontractors obtain and file Affidavits of Wages Paid. This is required by law: ' retainage 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 By: Title: ' REQUIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL POLLUTION AND PRESERVATION OF PUBLIC NATURAL RESOURCES In accordance with the provisions of Chapter 62, Laws of 1973, H. B. 621, the Contract or 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:\AQUYNN\1999\65290\CONSTRUC\BIDPACK\BIDSPEC.DOC/bh ' REQUIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL POLLUTION AND PRESERVATION OF PUBLIC NATURAL RESOURCES R.C.W. 70.94.660: Provides for issuance of burning permits for abating or prevention of forest fire hazards, instruction or agricultural 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. PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS: KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION 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. U:\AQUYNN\1999\65290\CONSTRUC\BIDPACK\BIDSPEC.DOC/bh ' REQUIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL POLLUTION AND PRESERVATION OF PUBLIC NATURAL RESOURCES 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.) ' 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: Operating permit required before operating power equipment in dead or down timber. R.C.W. 78.44.080: Requires permit for any surface mining operation (including sand, gravel, stone, ' and earth from borrow pits). 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.) U:IAQUYNN1 1 999165 2 901CONSTRUCIBIDPACK\BIDSPEC.DOCIlh ' REQUIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL POLLUTION AND PRESERVATION OF PUBLIC NATURAL RESOURCES 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. 1 U:IAQUYNN\1999115290\CONSTRUCIBIDPACKIBIDSPEC.DOC/bh REQUIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL POLLUTION AND PRESERVATION OF PUBLIC NATURAL RESOURCES ' 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). 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. ' All permits will be available at construction site. ' U:\AQUYNN\1999\65290\CONSTRUC\BIDPACK\BIDSPEC.DOC/bh CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS SPECCOV.DOC\ 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. 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 1 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 PlanningBuilding/Public Works Department, Municipal Building, Renton, Washington 98055, where they may be examined and copied by any interested parry. Page-RS-i Revision Date:May 19, 1997 Table of Contents 1 CITY OF RENTON STANDARD SPECIFICATIONS .....................................................................................i ' Division 1 General Requirements........................................................................................................... 1 1-01 Definitions and Terms..................................................................................................... 1 1-02 Bid Procedures and Conditions..,..,...........,..,.... 2 ' 1-03 Award and Execution of Contract...................................................................................... 2 1-04 Scope of the Work.......................................................................................................... 3 1-05 Control of Work............................................................................................................ 3 1-06 Control of Material......................................................................................................... 7 1-07 Legal Relations and Responsibilities to the Public ............................................................•.... 7 1-08 Prosecution and Progress................................................................................................ 12 1-09 Measurement and Payment..............................................................................................14 ' 1-10 Temporary Traffic Control..............................................................................................18 1-11 Renton Surveying Standards............................................................................................19 Division2 Earthwork.........................................................................................................................22 ' 2-02 Removal of Structures and Obstructions•..•.•...••...•••.•..••.•.••.••..••••.-..-••.••..............................22 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 t Division 6 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. .37 7-14 Hydrants....................................................................................................................38 7-15 Service Connections......................................................................................................39 7-17 Sanitary Sewers ...........................................................................................................39 Division 8 Miscellaneous Construction.....................................................................................................40 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 Systems..............................................................................................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 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 ......................................................................................................... WSDOT AMENDMENTS ......................................................................................................... , Page-RS-iii , Revision Date: Way 19, 1997 1-01 Definitions and Terms 1-01 Definitions and Terms Department shall also refer to the Department of Division I Planning/Building/Public Works Administrator. Special Provisions(RC) i General Requirements Modifications to the standard specifications &AA 'he a a spociAr.atieas and supplemental specifications that apply to an individual project. The special provisions may describe work the 1-01 Definitions and Terms specifications do not cover. Such work shall comply first with the special provisions and then with any specifications that apply. The SECTION 1-01.1 IS REVISED BYADDING THE FOLLOWING: Contractor shall include all costs of doing this work within the bid S rip ce 1-01.1 General (RC) State(RC) Whenever reference is made to the State, Commission, The state of Washington acting through its representatives. Department of Transportation, Secretary of Transportation, The State shall also refer to The City of Renton and its authorized Owner Contracting Agency or Engineer, such reference shall be representatives where applicable. deemed to mean the City of Renton acting through its City Council, Contract Documents(APWA) employees and duly authorized representatives for all contracts The component parts of the contract which may include, but administered by the City of Renton. are not limited to, the Proposal Form, the Contract Form, bonds, insurance certificates, various other certifications and affidavit, the SECTION 1-01.3 IS REVISED AND SUPPLEMENTED BY Contract Provisions, the Contract Plans, Working Drawings, the THE FOLLOWING: Standard Specifications, the Standard Plans, Addendum, and 1-01.3 Definitions (RC, APWA) Change Orders. Dates(APWA) Act of god(RC) Bid Opening Date(APWA) "Act of God" means an earthquake, flood, cyclone, or other The date on which the Contracting Agency publicly opens and ' cataclysmic phenomenon of nature. A rain, windstorm, high water reads the bids. or other natural phenomenon of unusual intensity for the specific Award Date(APWA, RC) locality of the work which might reasonably have been anticipated The date of the formal decision of the Contracting Agency to from historical records of the general locality of the work, shall not accept the lowest responsible and responsive Bidder for the work. be construed as an act of god. Contract Execution Date(APWA) Consulting Engineer(RC) The date the Contracting Agency officially binds the agency to The Contracting Agency's design consultant, who may or may the Contract. not administer the construction program for the Contracting Notice to Proceed Date (APWA) ' Agency. The date stated in the Notice to Proceed on which the Contract Day(RC) time begins. Unless otherwise designated, day(s) as used in the Contract Contract Completion Date(APWA, RC) Documents shall be understood to mean working days. The date by which the work is contractually required to be Or Equal(RC) completed. The Contract Completion Date will be stated in the Where the term "or equal" is used herein, the Contracting Notice to Proceed. Revisions of this date will be authorized in Agency, or the Contracting Agency on recommendation of the writing by the Engineer whenever there is an extension to the engineer shall be the sole judge of the quality and suitability of the Contract time. proposed substitution. Final Acceptance Date(APWA, RC) _The responsibility and cost of furnishing necessary evidence, The date on which the Contracting Agency accepts the work demonstrations or other information required to obtain the as complete per contract requirements. ' approval of alternative materials or processes by the Owner shall Material(APWA) be entirely borne by the Contractor. Any substance specified for use in the construction of the Owner(RC) project and its appurtenances which enters into and forms a part of The City of Renton or its authorized representative. Also the finished structure or improvement and is capable of being so referred to as Contracting Agency. used and is furnished for that purpose. Plans(RC) Materialman(APWA) The contract plans and/or standard plans which show location, A person or organization who furnishes a raw material, character, and dimensions of prescribed work including layouts, supply, commodity, equipment or manufactured or fabricated profiles, cross-sections, and other details. product and does not perform labor at the Proiect Site; a supplier. Drawings may either be bound in the same book as the Notice of Award(APWA) balance of the Contract Documents or bound in separate sets, and The written notice from the Contracting Agency to the are a part of the Contract Documents, regardless of the method of successful Bidder signifying the Contracting Agency's acceptance binding. of the Bid. The terms "Standard Drawings" or "Standard Details" Notice to Proceed(APWA) generally used in specifications refers to drawings bound either The written notice from the Contracting Agency or Engineer with the specification documents or included with the Plans or the to the Contractor authorizing and directing the Contractor to City of Renton Standard Plans. proceed with the Work and establishing the date on which the Secretary, Secretary of Transportation(RC) Contract Time begins. The chief executive officer of the Department and other authorized representatives. The chief executive officer to the Page-SP-1 Revision Date:May 19, 1997 1 1-02 Bid Procedures and Conditions 1-03 Award and Execution of Contract ' 1-02 Bid Procedures and Conditions 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 SECTION 1-02.1 IS DELETED AND REPLACED BY THE waiver by the submitting vendor of any claim that such materials FOLLOWING: are, in fact, so exempt. 1-02.1 Qualifications of Bidder(APWA) SECTION 1-02.12 IS SUPPLEMENTED BY ADDING THE ' Bidders shall be qualified by experience, financing, FOLLOWING: equipment, and organization to do the work called for in the 1-02.12 Public Opening of Proposals APWA Contract Documents. The Contracting Agency reserves the right to take whatever action it deems necessary to ascertain the ability of The Contracting Agency reserves the right to postpone the the Bidder to perform the work satisfactorily. This action may date and time for bid opening. Notification to bidder will be by include a pre qualification procedure prior to the Bidder being addenda. furnished a proposal form on any contract or a preaward survey of the Bidder's qualifications prior to award. SECTION I-02.13 PARAGRAPH I IS REVISED AS FOLLOWS: SECTION 1-02.2 IS DELETED AND REPLACED BY THE 1-02.13 Irregular Proposals (RCI FOLLOWING. a. The bidder is not prequalified when so required; 1-02.2 Bid Documents (APWA) SECTION 1-02.14 IS REVISED IN ITEM 3 IN PARAGRAPH I Information as to where Bid Documents can be obtained or TO READ. reviewed will be found in the Call for Bids for the Work placed in 1-02.14 Disqualification of Bidders (APWA) ' the Contracting Agency's official newspaper. 3. A bidder is not p;squalifted for the work or to the full SECTION 1-02.4(2) IS SUPPLEMENTED BY REVISING extent of the bid; SENTENCE 1, PARAGRAPH I TO READ: ' 1-02.4(2) Subsurface Information (APWA) 1-03 Award and Execution of Contract If the Contracting Agency has made subsurface investigation of the site of the proposed work, the boring log data and soil SECTION 1-03.1 IS SUPPLEMENTED AS FOLLOWS. ' sample test data, and geotechnical reports accumulated by the Contracting Agency will be made available for inspection by the 1-03.1 Consideration of BidsJRC, APWA) bidders. The total of extensions, corrected where necessary, and SECTION 1-02.5 IS SUPPLEMENTED BY ADDING THE including sales taxes where applicable, will be used by the ' FOLLOWING: Contracting Agency for award purposes and to fix the amount of the contract bond. 1-02.5 Proposal Form (APWA) All bids will be based on total sum of all schedules of prices. ' The Engineer reserves the right to arrange the Bid Forms with No partial bids will be accepted unless so Stated in the call for bids Alternates, Additives, or Deductives, if such be to the advantage of or special provisions. The City reserves the right however to the Contracting Agency. The Bidder shall bid on all Additives, award all or any schedule of a bid to the lowest bidder at its Deductives, or Alternates set forth in the Proposal Forms unless discretion. ' otherwise specified in the Special Provisions. SECTION 1-03.2 IS SUPPLEMENTED BY ADDING THE SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING. FOLLOWING. 1-03.2 Award of Contract (RC) 1-02.6 Preparation of Proposal (RC) The contract bond form and all other forms requiring All prices shall be in legible figures and Eaet-words)written in execution together with a list of all other forms or documents required to be submitted by the successful bidder, will be ink or typed. The proposal shall include: 1. A unit price for each item(omitting digits more than four forwarded to the successful bidder within 10 days of the award. The number of copies to be executed by the Contractor shall be 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 determined by the Contracting Agency. prevail. SECTION 1-03.3 IS REVISED AND SUPPLEMENTED AS ' SECTION 1-02.6(1) IS AN ADDED SUPPLEMENTAL FOLLOWS: SECTION. 1-03.3 Execution of Contract (APWA, RC) 1-02.6 1 Proprietary Information (RC) Within 20 10 calendar days after receipt from the City of the ' Vendors should, in the bid proposal, identify clearly any forms and documents required to be completed by the material(s) which constitute "(valuable) formula, designs, Contractonhs-away, the successful bidder shall return the ' drawings, and research data" so as to be exempt from public signed Contracting Agency-prepared contract, an insurance disclosure, RCW 42.17.310, or any materials otherwise claimed to certification as required by Section 1-07.18, and a satisfactory bond be exempt, along with a Statement of the basis for such claim of as required by law and Section 1-03.4. If the bidder experiences exemption. The Department (or State) will give notice to the circumstances beyond their control that prevents return of the vendor of any request for disclosure of such information received contract documents within 20 10 calendar days after the award Page-SP-2 Revision Date:May 19, 1997 ' 1-04 Scope of the Work 1-05 Control of Work ' date, the Contracting Agency may grant up to a maximum of 20 10 SECTION 1-04.4 IS SUPPLEMENTED WITH THE additional calendar days for return of the documents, provided the FOLLOWING. Contracting Agency deems the circumstances warrant it. The Contracting Agency is prohibited by RCW 39.06.010 1-04.4 Changes (RC) from executing a contract with a Contractor who is not registered Renton does not have a formal policy or guidelines on cost or licensed as required by the laws of the state. In addition, the reduction alternatives, but will evaluate such proposals by the Contracting Agency requires persons doing business with the Contractor on a case-by-case basis. Contracting Agency to possess a valid City of Renton business license prior to award. SECTION 1-04.11 IS SUPPLEMENTED AS FOLLOWS: When the Bid Form provides spaces for a business license 1-04.11 Final Cleanup (RC) number, a Washington State Contractors registration number, or both the Bidder shall insert such information in the spaces 3. All salvage material as noted on the plans and taken from provided The Contracting Agency requires legible copies of the any of the discarded facilities shall, at the engineer's discretion, be ontractor's Registration and business license be submitted to the carefully salvaged and delivered to the City shops. Any cost Engineer as part of the Contracting Agency's post-award incurred in salvaging and delivering such items shall be considered formation and evaluation activities. incidental to the project and no compensation will be made. SECTION 1-03.4 IS SUPPLEMENTED BY ADDING THE The contract price for "Finish and Cleanup, lump sum," shall FOLLOWING TO THE FIRST PARAGRAPH be full compensation for all work, equipment and materials required to perform final cleanup. If this pay item does not appear 1-03.4 Contract Bond (APWA) in the contract documents then final clean up shall be considered incidental to the contract and to other pay item and no further 5. Be accompanied by a power of attorney for the Surety's compensation shall be made. officer empowered to sign the bond. 7. Be signed by an officer of the Contractor empowered to 1_05 Control of Work sign official statements (sole proprietor or partner). If the 1 Contractor is a corporation the bond must be signed by the president or vice-president unless accompanied by written proof of SECTION 1-05.3 IS REVISED AS FOLLOWS: the authority of the individual signing the bond to bind the 1-05.3 Plans and Working Drawings (RC) corporation(i.e., corporate resolution, power of attorney or a letter to such effect by the president or vice-president). The Contractor shall submit supplemental working drawings as required for the performance of the work. The drawings shall be 1-04 O Scope f the Work on sheets measuring '14 by-36 22 by 34 inches or on sheets with dimensions in multiples of 8-1/2 by 11 inches. SECTION 1-04.1 IS SUPPLEMENTED BY ADDING THE SECTION 1-05.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: FOLLOWING: 1-04.1 Intent of the Contract (RC) 1-05.4 Conformity with and Deviations from Plans and Stakes (RC) The Contractor is encouraged to provide to the Engineer prior to progress payments an estimate of lump stun work accomplished If the project calls for Contractor supplied surveying, the ' to date. The Engineer's calculations and decisions shall be final in Contractor shall provide all required survey work, including such regard to the actual percentage of any lump sum pay item work as mentioned in Sections 1-05.4, 1-05.5;1-11 and elsewhere accomplished and eligible for payment unless another specific in these specifications as being provided by the Engineer. method of calculating lump sum payments is provided elsewhere in SECTION 1-05.5 THE VACANT SECTION IS REPLACED BY the specifications. THE FOLLOWING: SECTION 1-04.2 IS REVISED AS FOLLOWS: 1-05.5 Construction Stakes (RC) 1-04.2 Coordination of Contract Documents, Plans, If the project calls for Contractor supplied surveying, the Special Provisions Specifications, and Addenda Contractor shall provide all required survey work, including such (RQ work as mentioned in Sections 1-05.4 1-05.5, 1-11 and elsewhere Any inconsistency in the parts of the contract shall be resolved in these specifications as being provided by the Engineer. All costs by following this order of precedence (e.g., 1 presiding over 2, 3, for this survey work shall be included in "Contractor Supplied 4, 5, 6, and 7; 2 presiding over 3,4, 5, 6, and 7; and so forth): Surveying," per lump sum. 1. Addenda 1-05.5 1 General (APWA, RCZ ' 2. Proposal Form 3. Special Provisions The Engineer or Contractor supplied surveyor will provide 4. Contract Plans construction stakes and marks establishing lines slopes and grades 5. City of Renton Supplemental Specifications as stipulated in Sections 1-05.5(1) and 1-05.5(2) and will perform ' a. Amendments to the Standard Specifications such work per Section 1-11 The Contractor shall assume full (Listed in WSDOT Amendments) responsibility for detailed dimensions elevations and excavation 76. Standard Specifications,aad slopes measured from the Engineer or Contractor supplied 8., Standard Plans surveyor furnished stakes and marks. Page-SP-3 Revision Date:May 19, 1997 1-05 Control of Work 1-05 Control of Work ' The Contractor shall provide a work site which has been with major grade changes shall be slope staked to establish grade prepared to permit construction staking to proceed in a safe and before offset hubs are set. orderly manner. The Contractor shall keep the Engineer or ' Contractor supplied surveyor informed of staking requirements and 1-05.5(3) Bridge and Structure Surveys (APWA) provide at least 48 hours notice to allow the Engineer or Contractor For all structural work such as bridges and retaining walls the supplied surveyor adequate time for setting stakes. Contractor shall retain as a part of Contractor organization an Stakes, marks, and other reference points, including existing experienced team of surveyors under direct supervision of a ' monumentation, set by Contracting Agency forces shall be licensed surveyor. The Contractor shall ensure that required field carefully preserved by the Contractor. The Contractor will be measurements and locations, match and fulfill the intended plan charged for the costs of replacing stakes, markers and dimensions. The Contractor shall provide all surveys required to monumentation that were not to be disturbed but were destroyed or complete the structure, except the following primary survey control damaged by the Contractor's operations. This charge will be which will be provided by the Engineer: deducted from monies due or to become due to the Contractor. 1. Centerline or offsets to centerline of the structure. Any claim by the Contractor for extra compensation by reason 2. Stations of abutments and pier centerlines. of alterations or reconstruction work allegedly due to error in the 3. A sufficient number of bench marks for levels to enable Engineer's line and grade, will not be allowed unless the original the Contractor to set grades at reasonably short distances. control points set by the Engineer still exist, or unless other 4. Monuments and control points as shown on the satisfactory substantiating evidence to prove the error is furnished Drawings. ' the Engineer. Three consecutive points set on line or grade shall be The Contractor shall establish all secondary survey controls the minimum points used to determine any variation from a straight both horizontal and vertical, as necessary to assure proper line or grade. Any such variation shall, upon discovery, be placement of all project elements based or, the primary control reported to the Engineer. In the absence of such report the points provided by the Engineer. Survey work shall be within the ' Contractor shall be liable for any error in alignment or grade. following tolerances: The Contractor shall provide all surveys required other than 1. Stationing +.01 foot those to be performed by the Engineer. All survey work shall be 2. Alignment +.01 foot(between successive points) done in accordance with Section 1-11 SURVEYING STANDARDS 3. Superstructure Elevations+.01 foot(from plan elevations) ' of these specifications. 4. Substructure Elevations+.05 foot(from plan elevations) The Contractor shall keep updated survey field notes in a During the progress of the Work, the Contractor shall make standard field book and in a format set by the Engineer, per Section available to the Engineer all field books including survey 1-11.1(3). These field notes shall include all survey work information, footing elevations, cross sections and quantities. ' performed by the Contractor's surveyor in establishing line, grade The Contractor shall be fully responsible for the close and slopes for the construction work. Copies of these field notes coordination of field locations and measurements with appropriate shall be provided the Engineer upon request and upon completion dimensions of structural members being fabricated. of the contract work the field book or books shall be submitted to the Engineer and become the property of the Contracting Agency. 1-05.5(4) Contractor Supplied Surveying (RC) If the survey work provided by the Contractor does not meet When the contract provides for Contractor Supplied the standards of the Engineer, then the Contractor shall, upon the Surveying, the Contractor shall supply the survey work required ' Engineer's written request, remove the individual or individuals for the project. The Contractor shall retain as a part of the doing the survey work and the survey work will be completed by Contractor Organization an experienced team of surveyors under the Engineer at the Contractor's expense. Costs for completing the the direct supervision of a professional land surveyor licensed by survey work required by the Engineer will be deducted from the State of Washington. All survey work shall be done in ' monies due or to become due the Contractor. accordance with Sections 1-05.4, 1-05.5 and 1-11. All costs for survey work required to be performed by the The Contractor and/or Surveyor shall inform the Engineer in Contractor shall be included in the prices bid for the various items writing of any errors,discrepancies, and omissions to the plans that which comprise the improvement or be included in the bid item for prevent the Contractor and/or Surveyor from constructing the "Contractor Supplied Surveying" per lump sum if that item is proiect in a manner satisfactory to the Engineer. All errors, included in the contracts. discrepancies, and omissions must be corrected to the satisfaction of the Engineer before the survey work may be continued. 1-05.5(2) Roadway and Utility Surveys (APWA) The Contractor shall coordinate his work with the Surveyor ' The Engineer shall furnish to the Contractor one time only, or and perform his operations in a manner to protect all survey stakes Contractor supplied surveyor will provide as needed, all principal from harm. The Contractor shall inform the Surveyor of the lines, grades, and measurements the Engineer deems necessary for Contractor's intent to remove any survey stakes and/or points completion of the Work. These shall generally consist of one initial before physically removing them. set of: The surveyor shall be responsible for maintaining As-Built 1. Slope stakes for establishing grading, records for the project. The Contractor shall coordinate his 2. Curb grade stakes, operations and assist the Surveyor in maintaining accurate As-Built 3. Centerline finish grade stakes for pavement sections records for the project. ' wider than 25 feet,and If the Contractor and Surveyor fail to provide, as directed by 4. Offset points to establish line and grade for underground the Engineer and/or these plans and specifications, accurate As- utilities such as water, sewers, and storm drains (with offsets, 50' Built records and other work the Engineer deems necessary, the ' max interval). Engineer may elect to provide at Contractor expense, a surveyor to On alley construction projects with minor grade changes, the provide all As-Built records and other work as directed by the Engineer or Contractor supplied surveyor shall provide offset hubs Engineer. The Engineer shall deduct expenses incurred by the on one side of the alley to establish the alignment and grade. Alleys Engineer-supplied surveying from moneys owed to the Contractor. ' Page-SP-4 Revision Date:May 19, 1997 ' ' 1-05 Control of Work 1-05 Control of Work Payment per Section 1-04.1 for all work and materials provided by this Section nor shall the exercise of this right diminish required for the full and complete survey work required to the Contracting Agency's right to pursue any other avenue for complete the project and as-built drawings shall be included in the additional remedy or damages with respect to the Contractor's lump sum price for "Contractor Supplied Surveying." failure to perform the Work as required. 1-05.5(5) Contractor Provided As-Built Information SECTION 1-05.10 IS SUPPLEMENTED BY ADDING THE RQ FOLLOWING: It shall be the contractors responsibility to record the location 1-05.10 Guarantees (APWA, RCZ prior to the backfilling of the trenches by centerline station, offset, and depth below pavement of all existing utilities uncovered or If within one year after the Acceptance Date of the Work by crossed during his work as covered under this project. the Contracting Agency, defective and unauthorized Work is It shall be the contractors responsibility to have his surveyor discovered, the Contractor shall promptly, upon written order by locate by centerline station offset and elevation each major item of the Contracting Agency, return and in accordance with the work done under this contract per the survey standard of Section 1- Engineer's instructions, either correct such Work, or if such Work I L. Maior items of work shall include but not be limited to: has been rejected by the Engineer, remove it from the Project Site Manholes Catch basins and Inlets, Valves, vertical and and replace it with non defective and authorized Work, all without Horizontal Bends Junction boxes Cleanouts, Side Sewers, Street cost to the Contracting Agency. If the Contractor does not Lights & Standards Hydrants Major Changes in Design Grade, promptly comply with the written order to correct defective and Vaults Culverts Signal Poles, Electrical Cabinets. unauthorized Work, or if an emergency exists, the Contracting After the completion of the work covered by this contract, the Agency reserves the right to have defective and unauthorized Work contractors surveyor shall provide to the City the hard covered corrected or removed and replaced pursuant to Section 1-05.8 field book(s) containing the as-built notes and one set of white "Owner's Right to Correct Defective and Unauthorized Work." prints of the project drawings upon which he has plotted the notes The Contractor agrees the above one year limitation shall not of the contractor locating existing utilities, and one set of white exclude or diminish the Contracting Agency's rights under any law prints of the project drawings upon which he has plotted the as- to obtain damages and recover costs resulting from defective and built location of the new work as he recorded in the field book(s). unauthorized work discovered after one year but prior to the This drawing shall bear the surveyors seal and signature certifying expiration of the legal time period set forth in RCW 4.16.040 it's accuracy. limiting actions upon a contract in writing, or liability expressed or All costs for as-built work shall be included in the contract implied arising out of a written agreement. item "Contractor Supplied Surveying." The Contractor shall warrant good title to all materials, supplies and equipment purchased for, or incorporated in the THE VACANT SECTION 1-05.8 IS REPLACED BY. Work. Nothing contained in this paragraph, however, shall defeat 1-05.8 Contracting Agency's Right to Correct or impair the right of persons furnishing materials or labor, to recover under any bond given by the Contractor for their Defective and Unauthorized Work(APWA) protection, or any rights under any law permitting such persons to If the Contractor fails to remedy defective or unauthorized look to funds due the Contractor in the hands of the Contracting work within the time specified in a written notice from the Agency. Engineer, or fails to perform any part of the Work required by the The provisions of this paragraph shall be inserted in all Contract Documents the Engineer may correct and remedy such subcontracts and material contracts, and notice of its provisions work as may be identified in the written notice, by such means as shall be given to all persons furnishing materials for the Work ' the Engineer may deem necessary, including the use of Contracting when no formal contract is entered into for such materials. Agency forces. Section 1-05.11 is deleted and the first two sentences of the If the Contractor fails to comply with a written order to fourth paragraph of section 1-08.9 is deleted and replaced by the remedy what the Engineer determines to be an emergency following: situation the Engineer may have the defective and unauthorized 1-05.11 Final Inspection (APWA) 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 1-05 11(1) Substantial Completion Date(APWA) emergency situation is any situation which, in the opinion of the When the Contractor considers the work to be substantially Engineer, a delay in its remedy could be potentially unsafe, or complete the Contractor shall so notify the Engineer and request might cause serious risk of loss or damage to the public. the Engineer establish the Substantial Completion Date. To be Direct or indirect costs incurred by the Contracting Agency considered substantially complete the following conditions must be attributable to correcting and remedying defective or unauthorized met: Work or Work the Contractor failed or refused to perform, shall i The Contracting Agency must have full and unrestricted be paid by the Contractor. Payment will be deducted by the use and benefit of the facilities both from the operational and ' Engineer from monies due or to become due, the Contractor. Such safety standpoint. direct and indirect costs shall include in particular, but without 2 Only minor incidental work replacement of temporary limitation compensation for additional professional services substitute facilities or correction or repair work remains to reach required and costs for repair and replacement of work of others physical completion of the work. destroyed or damaged by correction removal, or replacement of The Contractor's request shall list the specific items of work the Contractor's unauthorized work. in subparagraph two above that remains to be completed in order to No adjustment in contract time or compensation will be reach physical completion The Engineer may also establish the allowed because of the delay in the performance of the Work Substantial Completion Date unilaterally. attributable to the exercise of the Contracting Agency's rights 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 Completion Date cannot be established until testing and corrections Contractor that the Work is substantially complete and ready for its have been completed to the satisfaction of the Engineer. intended use, the Engineer, by written notice to the Contractor, The costs for power, gas, labor, material, supplies and ' will set the Substantial Completion Date. If, after this inspection everything else needed to successfully complete operational testing the Engineer does not consider the Work substantially complete and shall be included in the various contract prices related to the system ready for its intended use, the Engineer will, by written notice, so being tested, unless specifically set forth otherwise in the Bid notify the Contractor giving the reasons therefor. Form. Upon receipt of written notice concurring in or denying Operational and test periods, when required by the Engineer, substantial completion, whichever is applicable, the Contractor shall not affect a manufacturer's guaranties or warranties furnished shall pursue vigorously, diligently and without unauthorized under the terms of the Contract. interruption, the Work necessary to reach Substantial and Physical SECTION 1-05.12 IS DELETED AND REPLACED WITH THE Completion. The Contractor shall provide the Engineer with a FOLLOWING: revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. 1-05.12 Final Acceptance (APWA) The above process shall be repeated until the Engineer The Contractor must perform all the obligations under the establishes the Substantial Completion Date and the Contractor Contract before the Completion Date can be established. A considers the work physically complete and ready for Final Certificate of Completion for the Work issued by the Contracting Inspection. Agency will establish the Completion Date and certify the Work as 1-05.11(2) Final Inspection Date(APWA) complete. The Final Contract Price may then be calculated. The When the Contractor considers the Work physically complete following_ must occur before the Completion Date can be and ready for Final Inspection, the Contractor by Written Notice, established and the Final Contract Price calculated: ' shall request the Engineer to schedule a final inspection. The 1. The physical work on the project must be complete. Engineer will set a date for Final Inspection. The Engineer and the 2. The Contractor must furnish all documentation required Contractor will then make a Final Inspection and the Engineer will by the Contract and required by law, necessary to allow the notify the Contractor in writing of all particulars in which the Final Contracting Agency to certify the Contract as complete. ' Inspection reveals the Work incomplete or unacceptable. The A Certificate of Completion for the Work, signed by the Contractor shall immediately take such corrective measures as are Contracting Agency, will constitute acceptance of the Work. The necessary to remedy the listed deficiencies. Corrective work shall issuance of this Certificate of Completion will not constitute be pursued vigorously, diligently, and without interruption until acceptance of unauthorized or defective work material. ' Failure of the Contractor to perform all of the Contractor's physical completion of the listed deficiencies. This process will obligations under the Contract shall not bar the Contracting Agency continue until the Engineer is satisfied the listed deficiencies have from unilaterally certifying the Contract complete so the Engineer been corrected. ' If action to correct the listed deficiencies is not initiated within may calculate a Final Contract Price as provided in Section 1-09.9. 7 days after receipt of the Written Notice listing the deficiencies, SECTION 1-05.13 IS SUPPLEMENTED BY REVISING the Engineer may, upon Written Notice to the Contractor, take PARAGRAPH 7 TO READ. whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.8. 1-05.13 Superintendents, Labor, and Equipment of Upon correction of all deficiencies, the Engineer will notify Contractor(APWA) the Contractor and the Contracting Agency, in writing, of the date Whenever the Contracting Agency evaluates the Contractor's upon which the Work was considered physically complete. That p"qualification pursuant to Section 1-02.1, the Contracting Agency the ' date shall constitute e Physical completion date of the Contract, t will take these performance but shall not imply all the obligations of the Contractor under the will reports into account. Contract have been fulfilled. SECTION 1-05 IS SUPPLEMENTED BY ADDING THE 1-05.11(3) Operational Testing (APWA) FOLLOWING NEW SECTIONS: It is the intent of the Contracting Agency to have at the Completion Date a complete and operable system. Therefore when 1-05.16 Water and Power(APWA) the Work involves the installation of machinery or other The Contractor shall make necessary arrangements, and shall mechanical equipment; street lighting, electrical distribution or bear the costs for power and water necessary for the performance signal systems; buildings; or other similar work it may be desirable of the Work. 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 1-05.17 Oral Agreements (APWA) Completion Date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested No oral agreement or conversation with any officer, agent, or under operating conditions for the time period specified to ensure employee of the Contracting Agency, either before or after their acceptability prior to the Physical Completion Date. During execution of the contract shall affect or modify any of the terms or , and following the test period, the Contractor shall correct any items obligations contained in any of the documents comprising the of workmanship, materials, or equipment which proves faulty, or contract. Such oral agreement or conversation shall be considered that are not in first class operating condition. Equipment, electrical as unofficial information and in no way binding upon the controls, meters, or other devices and equipment to be tested Contracting Agency, unless subsequently put in writing. 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 Page-SP-6 Revision Date:May 19, 1997 , ' 1-06 Control of Material 1-07 Legal Relations and Responsibilities to the Public 1-06 Control of Material its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor-paid taxes in the SECTION 1-06.02(2) IS SUPPLEMENTED BY ADDING THE unit bid prices or other contract amounts. In some cases, however. FOLLOWING: state retail sales tax will not be included. Section 1-07.2(3) 1-06.2(2) Statistical Evaluation of Materials for describes this exception. The Contracting Agency will pay the retained percentage only Acceptance if the Contractor has obtained from the Washington State UNLESS STATED OTHERWISE IN THE SPECIAL Department of Revenue a certificate showing that all contract- PROVISIONS STATISTICAL EVALUATION WILL NOT BE related taxes have been paid (RCW 60.28.050). The Contracting USED BY THE CITY OF RENTON. Agency may deduct from its payments to the Contractor anv amount the Contractor may owe the Washington State Department 1-07 Legal Relations and Responsibilities to of Revenue, whether the amount owed relates to this contract or the Public not. Any amount so deducted will be paid into the proper State fund. SECTION 1-07.1 IS SUPPLEMENTED BY ADDING THE 1-07.2(2) State Sales Tax-Rule 171(APWA) FOLLOWING: WAC 458-20-171, and its related rules, apply to building, 1-07.1 Laws to be Observed (APWA) repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by The Contractor shall indemnify, defend, and save harmless the the United States, and which are used primarily for foot or ' Contracting Agency (including any agents, officers, and vehicular traffic. This includes storm or combined sewer systems employees) against any claims that may arise because the within and included as a part of the street or road drainage system Contractor (or any employee of the Contractor or subcontractor or and power lines when such are part of the roadway lighting system. materialman)violated a legal requirement. For work performed in such cases, the Contractor shall include In cases of conflict between different safety regulations, the Washington State Retail Sales Taxes in the various unit Bid Item more stringent regulation shall apply. prices, or other contract amounts, including those that the The Washington State Department of Labor and Industries Contractor pays on the purchase of the materials, equipment, or shall be the sole and paramount administrative agency responsible supplies used or consumed in doing the work. for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). 1-07.2(3) State Sales Tax-Rule 170 (APWA) The Contractor shall maintain at the Project Site office, or WAC 458-20-170, and its related rules, apply to the other well known place at the Project Site, all articles necessary for constructing and repairing of new or existing buildings, or other providing first aid to the injured. The Contractor shall establish, structures, upon real property. This includes, but is not limited to, publish,and make known to all employees, procedures for ensuring the construction of streets, roads, highways, etc., owned by the immediate removal to a hospital, or doctor's care, persons, State of Washington; water mains and their appurtenances; sanitary ' including employees, who may have been injured on the Project sewers and sewage disposal systems unless such sewers and Site. Employees should not be permitted to work on the Project disposal systems are within, and a part of, a street or road drainage Site before the Contractor has established and made known system; telephone, telegraph, electrical power distribution lines or procedures for removal of injured persons to a hospital or a other conduits or lines in or above streets or roads, unless such ' doctor's care. power lines become a part of a street or road lighting system; and The Contractor shall have sole responsibility for the safety, installing or attaching of any article of tangible personal property in efficiency, and adequacy of the Contractor's plant, appliances, and or to real property, whether or not such personal property becomes methods, and for any damage or injury resulting from their failure, a part of the realty by virtue of installation. or improper maintenance, use, or operation. The Contractor shall For work performed in such cases the Contractor shall collect be solely and completely responsible for the conditions of the from the Contracting Agency, retail sales tax on the full contract Project Site including safety for all persons and property in the price. The Contracting Agency will automatically add this sales performance of the work. This requirement shall apply tax to each payment to the Contractor. For this reason, the continuously, and not be limited to normal working hours. The Contractor shall not include the retail sales tax in the unit Bid Item required or implied duty of the Engineer to conduct construction prices, or in any other contract amount subject to Rule 170, with review of the Contractor's performance does not, and shall not, be the following exception. ' intended to include review and adequacy of the Contractor's safety Exception: The Contracting Agency will not add in sales tax measures in,on,or near the Project Site. for a payment the Contractor or a subcontractor makes on the SECTION 1-07.2 IS DELETED AND REPLACED BY THE purchase or rental of tools machinery, equipment or consumable ' FOLLOWING: supplies not integrated into the project Such sales taxes shall be included in the unit Bid Item prices or in any other. contract 1-07.2 State Sales Tax (APWA) amount. 1 1-07.2(� Services (APWA) -07.2(1) GENERAL (APWA) The Contractor shall not collect retail sales tax from the The Washington State Department of Revenue has issued Contracting Agency on any contract wholly for professional or special rules on the state sales tax. Sections 1-07.2(1) through 1- other services (as defined in State Department of Revenue Rules 07.2(4) are meant to clarify those rules. The Contractor should 138 and 224). contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust Page-SP-7 Revision Date:May 19, 1997 1-07 Legal Relations and Responsibilities to the Public 1-07 Legal Relations and Responsibilities to the Public SECTION 1-07.S(2) IS SUPPLEMENTED BY REVISING THE turbidity shall not exceed 5 NTU over background turbidity when TITLE AND SENTENCE 2, PARAGRAPH 2 TO READ: the background turbidity is 50 NTU or less, or have more than a 10 percent increase in turbidity when the background turbidity is more 1-07.5(2) State Department of Fish and Wildlife&4f than 50 NTU; for other classes_o_f_waters, refer to WAC 173-201- (APWA, SA) 045. If the work in (1) through (3) above differs little from what The term turbidity means the optical property of sample the contract requires, the Contracting Agency will measure and pay demonstrating the scattering and absorption of light caused by for it at unit contract prices. But if contract items do not cover suspended material as expressed in Nephelometric Turbidity Uni and measured with a calibrated turbidimeter. ts those areas, the Contracting Agency will pay pursuant to Section 1- Discharges to a State waterway caused by aggregate washing 09'4.above will be 4igkim-1 to G@Atr-nrt pay itoms drainage from aggregate pit sites, and stockpiles or dewatering of i pits and excavations shall not increase the existing turbidity of the receiving waters. SECTION 1-07) IS SUPPLEMENTED BY ADDING THE Turbid water from the Protect Site shall be treated before FOLLOWING NEW SECTION. being discharged into stream or other State waters. Turbidity may 1-07.11(11) City of Renton Affidavit of Compliance be removed by the use of lagoons or holding ponds, settling basins overflow weir, polymer water treatment, discharging to ground (RQ surface, by percolation, evaporation or by passing through gravel, Each Contractor, Subcontractor, Consultant, and or Supplier sand or fiber filters. shall complete and submit a copy of the "City of Renton Fair 2. Erosion Control: Temporary erosion control shall be Practices Policy Affidavit of Compliance". A copy of this exercised by minimizing exposed areas and slopes until permanent , document will be bound in the bid documents. measures are effective. The minimum exposed area and slopes will be defined in the Special Provisions. Plastic sheet covering shall be placed over exposed ground areas to protect from rain erosion. SECTION 1-07.13(1)IS SUPPLEMENTED AS FOLLOWS: Other alternative methods for erosion control under certain 1-07.13(1) General (RC) situations may include netting, mulching with binder, and seeding. Should rutting and erosion occur the Contractor shall be During unfavorable weather and other conditions, the responsible for restoring damaged areas and for clean-up of eroded contractor shall pursue only such portions of the work as shall not material including that in ditches, catch basins, manholes, and be damaged thereby. culverts and other pipes. No portion of the work whose satisfactory quality or 3. Chlorine Residual: Water containing chlorine residual efficiency will be affected by unfavorable conditions shall be shall not be discharged directly into storm drains, streams, or State constructed while these conditions exist, unless by special means or waters. Chlorine water may be discharged into sanitary sewers or precautions acceptable to the engineer, the contractor shall be able disposed on land for perculation. Chlorine residual may be reduced to overcome them. chemically with a reducing agent such as sodium thiosulphate. Water shall be periodically tested for chlorine residual. SECTION 1-07.14 (APWA) IS SUPPLEMENTED BY 4. Vehicle and Equipment Washing: Water used for ' REVISING ALL REFERENCES TO "STATE, COMMISSION, washing vehicles and equipment shall not be allowed to enter storm SECRETARY" OR "STATE" TO READ "CONTRACTING drains streams or other State waters unless separation of petroleum AGENCY." products, fresh concrete products or other deleterious material is accomplished prior to discharge. Detergent solution may be SECTION 1-07.15 IS REVISED AND SUPPLEMENTED AS discharged into sanitary sewers or allowed to be held on the ground FOLLOWS: for percolation. A recirculation system for detergent washing is recommended. Steam cleaning units shall provide a device for oil 1-07.15 Temporary Water Pollution Erosion Control separation. (APWA , RC) 5. Oil and Chemical Storage and Handling: Handling and If done according to the approved plan or the Engineer's storage of oil and chemicals shall not take place adjacent to waterways. The storage shall be made in dike tanks and barrels orders, temporary water pollution/erosion control work will be with drip pans provided under the dispensing area. Shut-off and measured and paid for pursuant to Section 1-09,41-04.1 through lock valves shall be provided on tanks. Shut-off nozzles shall be the lump sum item for "Temporary Water Pollution Erosion provided on hoses Oil and chemicals shall be dispensed only Control.: during daylight hours unless the dispensing area is properly lighted. ' If no pay item appears in the contract for "Temporary Water Disposal of waste shall not be allowed on oil and chemical spills. Pollution/Erosion Control" then all labor, materials, tools and Fencing shall be provided around oil storage. Locks shall be equipment used to complete the work shall be considered incidental provided on valves,pumps, and tanks. to other pay items in the Contract and no further compensation 6 Sewage: If a sanitary sewer line is encountered and repair ' shall be made. or relocation work is required the Contractor shall rp ovide In addition to other requirements in the Contract Documents blocking and sealing of the sanitary sewer line. Sanitary sewer flow this temporary work shall include, but is not limited to, the shall be pumped out collected and hauled by tank truck or following water quality considerations: pumped directly to a sanitary system manhole for discharge. The 1. Turbid Water Treatment Before Discharge: existing sewers shall be maintained by the Contractor without Determination of turbidity in surface waters shall be at the interruption of service by the use of temporary sewer bypasses. In discretion of the Engineer; for Lake Class Receiving Waters, addition the excavated materials adjacent to and around a rupture turbidity shall not exceed 5 NTU (Nephelometric Turbidity Units) of a sanitary sewer line shall be removed from the Project Site and over background conditions; for Class AA and Class A Waters, Page-SP-8 Revision Date:May 19, 1997 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 fill site. other temporary obstacles shall be removed by the contractor and Equipment and tools in contact with the above materials shall be immediately replace, after the trench is backfilled, in their original washed by pressure water lines and the attendant wash water position. The contractor shall notify the Contracting Agency and discharged into a sanitary sewer line for transmission to a sewage property Owner at least 24 hours in advance of any work done on treatment plant. easements or rights-of-way. Damage to existing structures outside of easement areas 1-07.16 Protection and Restoration of Property that may result from dewatering and/or other construction activity SECTION 1-07.16(1) IS SUPPLEMENTED BY ADDING THE under this contract shall be restored to their original condition or FOLLOWING: better. The original condition shall be established by photographs taken and/or inspection made prior to construction. All such work 1-07.16(1) Private/Public Property (RC) shall be done to the satisfaction of the property Owners and the The Contracting Agency will obtain all easements and Contracting Agency at the expense of the contractor. franchises required for the project. The contractor shall limit his D. Streets. The contractor will assume all responsibility of gyration to the areas obtained and shall not trespass on private restoration of the surface of all streets (traveled ways)used by him property. if damaged. The Contracting Agency may provide certain lands, as In the event the contractor does not have labor or material indicated in connection with the work under the contract together immediately available to make necessary repairs, the contractor with the right of access to such lands. The contractor shall not shall so inform the Contracting Agency. The Contracting Agency unreasonably encumber the premises with his equipment or will make the necessary repairs and the cost of such repairs shall be materials. paid by the contractor. The contractor shall provide, with no liability to the The contractor is responsible for identifying and Contracting Agency, any additional land and access thereto not documenting any damage that is pre-existing or caused by shown or described that may be required for temporary others.Restoration of excavation in City streets shall be done in construction facilities or storage of materials. He shall construct accordance with the City of Renton Trench Restoration all access roads detour roads or other temporary work as required Requirements, which is available at the Public Works Department by his operations The contractor shall confine his equipment, Customer Services counter on the 4th floor, Renton Municipal storage of material and operation of his workers to those areas Building,200 Mill Avenue South. shown and described and such additional areas as he may provide. A. General. All construction work under this contract on SECTION 1-07.17 IS SUPPLEMENTED BY ADDING. easements,right-of-way,over private property or franchise,shall be 1-07.17 Utilities and Similar Facilities (APWA, RC) 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 In addition to the other requirements pursuant to RCW ' disturbance and a minimum amount of damage. The contractor 19.122 an act relating to underground utilities and prescribing shall schedule his work so that trenches across easements shall not penalties, the Contractor shall: be left open during weekends or holidays and trenches shall not be 1. call the utilities underground location center for field opcn for more than 48 hours. location of the utilities; B. Structures. The contractor shall remove such existing Call Before You Dig structures as may be necessary for the performance of the work and, if required, shall rebuild the structures thus removed in as good a The 48 Hour Locators condition as found. He shall also repair all existing structures which may be damaged as a result of the work under this contract 1-800-424-5555 C. Easements. Cultivated areas and other surface improvements. All cultivated areas,either agricultural or lawns,and and other surface improvements which are damaged by actions of the 2. not begin excavation until all known underground contractor shall be restored as nearly as possible to their original facilities in the vicinity of the proposed excavation have been condition. located and marked. Prior to excavation on an easement or private right-of- Location and dimensions shown on the Plans for existing way, the contractor shall strip top soil from the trench or facilities are in accordance with available information without construction area and stockpile it in such a manner that it may be uncovering measuring or other verification. If a utility is known replaced by him, upon completion of construction. Ornamental or suspected of having underground facilities within the area of the Um and shrubbery shall be carefully removed with the earth proposed excavation and that utility is not a subscriber to the surrounding their roots wrapped in burlap and replanted in their utilities underground location center then the Contractor shall give original positions within 48 hours. individual notice to that utility. All shrubbery or trees destroyed or damaged, shall be If in the prosecution of the work it becomes necessary to replaced by the contractor with material of equal quality at no interrupt existing surface drainage sewers underdrains, conduit, additional cost to the Contracting Agency. In the event that it is utilities similar underground structures or parts thereof, the necessary to trench through any lawn area, the sod shall be contractor shall be responsible for and shall take all necessary carefully cut and rolled and replaced after the trenches have been Precautions to protect and provide temporary services for same. backfilled. The lawn area shall be cleaned by sweeping or other The contractor shall at his own expense repair all damage to means,of all earth and debris. such facilities or structures due to this construction operation to the The contractor shall use rubber wheel equipment similar satisfaction of the City; except for City owned facilities which will to the small tractor-type backhoes used by side sewer contractors for be repaired by the utility department at contractor's expense, or by ' all work, including excavation and backfill, on easements or rights the contractor as directed by the City. of-way which have lawn areas. All fences, markers, mail boxes, or 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 SECTION 1-07.18 IS DELETED AND REPLACED BY THE and shall be cause for immediate termination of the contract at the FOLLOWING: option of the City. The Contractor shall obtain and maintain the minimum 1-07.18 Public Liability and Property Damage insurance coverage set forth below. By requiring such minimum Insurance (RCZ insurance, the City of Renton shall not be deemed or construed to State Amendment to 1-07.18 is not used. Renton uses the have assessed the risks that may be applicable to the Contractor. following: The Contractor shall assess its own risks and if it deems appropriate and/or prudent, maintain higher limits and/or broader SECTION 1-07.18(1)IS REPLACED WITH THE FOLLOWING: coverage. Coverage shall include: 1-07.18(1) General (RC) (1) Commercial General Liability - ISO 1993 Form or The contractor shall obtain and maintain in full force and equivalent. Coverage will be witten on an occurrence basis effect, from the Contract Execution Date to the Completion Date, and include: public liability and property damage insurance with an insurance • Premises and Operations (including CG2503• General ' company(ies) or through sources approved by the State Insurance Aggregate to apply per project, if applicable). Commissioner pursuant to RCW 48. • Explosion, Collapse and Underground Hazards The Contractor shall not begin work under the Contract until • Products/Completed Operations the required insurance has been obtained and approved by the • Contractual Liability (including Amendatory Contracting Agency. Insurance shall provide coverage to the Endorsement CG 0043 or equivalent which includes Contractor, all subcontractors, Contracting Agency and the defense coverage assumed under contract) Contracting Agency's consultant. The coverage shall protect • Broad Form Property Damage against claims for bodily injuries, personal injuries, including • Independent Contractors accidental death, as well as claims for property damages which • Personal/Advertising Injury may arise from any act or omission of the Contractor or the • Stop Gap Liability subcontractor, or by anyone directly or indirectly employed by (2) Automobile Liability including all either of them. • Owned Vehicles If warranted work is required the Contractor shall provide the • Non-Owned Vehicles City proof that insurance coverage and limits established under the • Hired Vehicles term of the Contract for work are in full force and effect during the (3) Workers' Compensation ' period of warranty work. • Statutory Benefits (Coverage A) - Show Washington The Contracting Agency may request a copy of the actual Labor&Industries Number declaration pages(s) for each insurance policy effecting coverage(s) (4) Umbrella Liability(when necessary) required on the contract prior to the date work commences.Failure • Excess of Commercial General Liability and of the Contractor to fully comply during the term of the Contract Automobile Liability. Coverage should be as broad as with the requirements described herin will be considered a material primary. breach of contract and shall be caused for immediate termination of (5) Professional Liability - (whenever the work under this the Contract at the option of the Contracting Agency. Contract includes Professional Liability, (i.e.architectural, SECTION 1-07.18(2)IS REPLACED WITH THE FOLLOWING: engineering, advertising, or computer programming) the CONTRACTOR shall maintain professional liability 1-07.18(2) Coverages (RC) covering wrongful acts, errors and/or omissions of the As part of the response to this proposal, the Contractor shall CONTRACTOR for damage sustained by reason of or in ' submit a completed City of Renton Insurance Information form the course of operations under this Contract. which details specific coverage and limits for this contract. (6) The Contracting Agency reserves the right to request and/or All coverage provided by the Contractor shall be in a form require additional coverages as may be appropriate based on and underwritten by a company acceptable to the Contracting work performed(i.e. pollution liability). ' Agency. The City requires that all insurers: 1) Be licensed to do business within the State of Washington. CONTRACTOR shall Name CITY OF RENTON, and its 2) Coverage to be on an "occurrence" basis (Professional officers, officials, agents, employees and volunteers as Additional Liability and Pollution coverage are acceptable when Insured (ISO Form CG 2010 or equivalent). The CONTRACTOR written on a claims-made basis). The City may also require shall provide CITY OF RENTON Certificates of Insurance, prior proof of professional liability coverage be provided for up to commencement of work. The City reserves the right to request to two(2)years after the completion of the project. copies of insurance policies, if at their sole discretion it is deemed 3) The City may request a copy of the actual declaration appropriate. Further, all policies of insurance described above page(s) for each insurance policy affecting coverage(s) shall: required by the Contract prior to the date work commences. 1) Be on a primary basis not contributory with any other 4) Possess a minimum A.M. Best rating of AVII (A rating of insurance coverage and/or self-insurance carried by CITY A XII or better is preferred.) If any insurance carrier OF RENTON. possesses a rating of less than AVII, the City may make an 2) Include a Waiver of Subrogation Clause. exception. 3) Severability of Interest Clause(Cross Liability) The City reserves the right to approve the security of the 4) Policy may not be non-renewed canceled or materially insurance coverage provided by the insurance company(ies), terms, changed or altered unless forty-five (45) days prior written conditions, and the Certificate of Insurance. Failure of the notice is provided to CITY OF RENTON. Notification Contractor to fully comply during the term of the contract with shall be provided to CITY OF RENTON by certified mail. , these requirements will be considered a material breach of contract Page-SP-10 Revision Date:May 19, 1997 1-07 Legal Relations and Responsibilities to the Public 1-07 Legal Relations and Responsibilities to the Public REPLACE SUPPLEMENTAL SPECIFICATION SECTION 1- no obligation or liability of any kind upon the 07.18(3) 'LIMITS' WITH THE FOLLOWING: company, its agents or representatives". 1-07.18(3) Limits (RC) c. Amend the cancellation clause to state: "Policy may LIMITS REQUIRED not be non-renewed, canceled or materially changed or Providing coverage in these stated amounts shall not be altered unless 45 days prior written notice is provided construed to relieve the contractor from liability in excess of to the City". Notification shall be provided to the City such limits. The CONTRACTOR shall carry the following by certified mail. limits of liability as required below: For Professional Liability coverage only, instead of the Commercial General Liability cancellation language specified above, the City will accept a General Aggregate* $2,000,000** written agreement that the consultant's broker will provide the Products/Completed Operations $2,000,000 required notification. Aggregate Each Occurrence Limit $1,000,000 SECTION 1-07.20 IS REVISED AS FOLLOWS: Fir Damage(Any Injury $1,$50,000 1-07.20 Patented Devices, Materials and Processes Fire Damage(Any One Fire) $50,000 Medical Payments(Any One Person) $5,000 (APWA) 1 Stop Gap Liability $1,000,000 The Contractor shall assume all costs arising from the use of General Aggregate to apply per project (ISO Form CG2503 or equivalent) patented devices, materials,or processes used on or incorporated in **Amount may vary based on project risk - the work, and agrees to indemnify, defend, and save harmless Automobile Liability State, Cowunissign, The Contracting Agency, and their Bodily Injury/Property Damage $1,000,000 duly authorized agents and employees from all actions of any (Each Accident) nature for, or on account of the use of any patented devices, Workers'Compensation materials,or processes. Statutory Benefits-Coverage A Variable (Show Washington Labor and Industries Number) SECTION 1-07.22IS SUPPLEMENTED BY THE FOLLOWING. Umbrella Liability 1-07.22 Use of Explosives (APWA) Each Occurrence Limit $1,000,000 General Aggregate Limit $1,000,000 Explosives shall not be used without specific authority of the Products/Completed Operations $1,000,000 Engineer, and then only under such restrictions as may be required Aggregate by the proper authorities. Explosives shall be handled and used in Professional Liability(If required) strict compliance with WAC 296-52 and such local laws, rules and ' Each Occurreoce/Incident/Claim $1,000,0W regulations that may apply. The individual in charge of the blasting Aggregate $2,000,000 shall have a current Washington State Blaster Users License. The City may require the CONTRACTOR to keep The Contractor shall obtain, comply with, and pay for such professional liability coverage in effect for up to two(2)years after permits and costs as are necessary in conjunction with blasting completion of the proiect. operations. The Contractor shall promptly advise the CITY OF RENTON When the use of explosives is necessary for the prosecution of in writing in the event any general aggregate or other aggregate the Work, the Contractor's insurance shall contain a special clause limits are reduced. At their own expense, the CONTRACTOR permitting the blasting. will reinstate the aggregate to comply with the minimum limits and 1-07.23 Public Convenience and Safety requirements as stated in Section 1-07.18(3) and shall furnish the CITY OF RENTON a new Certificate of Insurance showing such SECTION 1-07.23(1) IS SUPPLEMENTED BY ADDING THE ' coverage is in force. FOLLOWING PARAGRAPH SECTION 1-07.18(4)IS REPLACED WITH THE FOLLOWING 1-07.23(1) Construction Under Traffic RCZ SUPPLEMENTAL SPECIFICATION 'EVIDENCE OF The contractor shall be responsible for controlling dust and INSURANCE'. mud within the project limits and on any street which is Within 20 days of award of the contract the CONTRACTOR utilized by his equipment for the duration of the project. shall provide evidence of insurance by submitting to the The contractor shall be prepared to use watering trucks, CONTRACTING AGENCY the following: power sweepers and other pieces of equipment as deemed 1) City of Renton Insurance Information Form (attached necessary by the engineer, to avoid creating a nuisance. herein)without modification. Dust and mud control shall be considered as incidental to 2) Certificate of Insurance (Accord Form 25s or equivalent) the project and no compensation will be made for this conforming to items as specified in Sections 1-07.18(1), 1- section. 07.18(2) and 1-07.18(3). as revised above. Other requirements are as follows: Complaints of dust mud or unsafe practices and/or property damage to private Ownership will be transmitted ' a. Strike the following or similar wording: "This to the contractor and prompt action in correcting them will Certificate is issued as a [natter of information only be required by the contractor. and confers no rights upon the Certificate Holder"; b. Strike the wording regarding cancellation notification ' to the City: "Failure to mail such notice shall impose 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 SECTION 1-07.26 (APWA) IS REVISED BY CHANGING ALL FOLLOWING: REFERENCES TO "COMMISSION, THE SECRETARY" OR 1-07.24 Rights of Way (APWA) "STATE"TO READ "CONTRACTING AGENCY." SECTION 1-07.27 (APWA) IS REVISED BY CHANGING Street right of way lines, limits of easements, and limits of ALL REFERENCES TO "STATE" OR "SECRETARY" TO construction permits are indicated on the Drawings. The READ "CONTRACTING AGENCY." 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 1-08 Prosecution and Progress to Bid opening, all rights of way and easements, both permanent and temporary, necessary for carrying out the completion of the SECTION 1-08.1 IS DELETED AND REPLACED BY THE Work. Exceptions to this are noted in the Contract Documents or FOLLOWING: brought to the Contractor's attention by a duly issued Addendum. 1-08.1 Preliminary Matters (APWA) 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 1-08.1(1) Preconstruction Conference (APWA) obtained by the Contracting Agency from the owner of the private The Engineer will furnish the Contractor with up to 10 copies property. Copies of the easement agreements are included in the of the Contract Documents. Additional documents may be ' Contract Provisions or made available to the Contractor as soon as furnished upon request at the cost of reproduction. Prior to practical after they have been obtained by the Engineer. - undertaking each part of the Work the Contractor shall carefully Whenever easements or rights of entry have not been acquired study and compare the Contract Documents and check and verify prior to advertising, these areas are so noted on the Drawings. The pertinent figures shown therein and all applicable field Contractor shall not proceed with any portion of the Work in areas measurements. The Contractor shall promptly report in writing to where right of way, easements or rights of entry have not been the Engineer any conflict, error or discrepancy which the acquired until the Engineer certifies to the Contractor that the right Contractor may discover. of way or easement is available or that the right of entry has been After the Contract has been executed, but prior to the received. If the Contractor is delayed due to acts of omission on the Contractor beginning the Work, a preconstruction conference will part of the Contracting Agency in obtaining easements, rights of be held between the Contractor, the Engineer and such other entry or right of way, the Contractor will be entitled to an interested parties as may be invited. The purpose of the ' extension of time. The Contractor agrees that such delay shall not preconstruction conference will be: be a breach of contract. 1. To review the initial progress schedule; Each property owner shall be given 48 hours notice prior to 2. To establish a working understanding among the various entry by the Contractor. This includes entry onto easements and parties associated or affected by the Work; , private property where private improvements must be adjusted. 3. To establish and review procedures for progress payment, The Contractor shall be responsible for providing, without notifications, approvals, submittals, etc.; expense or liability to the Contracting Agency, any additional land 4. To establish normal working hours for the Work; and access thereto that the Contractor may desire for temporary 5. To review safety standards and traffic control; and construction facilities, storage of materials, or other Contractor 6. To discuss such other related items as may be pertinent to needs. However, before using any private property, whether the Work. adjoining the Work or not, the Contractor shall file with the The Contractor shall prepare and submit at the preconstruction ' Engineer a written permission of the private property owner, and, meeting the following: upon vacating the premises, a written release from the property 1. A breakdown of all lump sum items; owner of each property disturbed or otherwise interfered with by 2. A preliminary schedule of working drawing submittals; and reasons of construction pursued under this contract. The statement 3. A list of material sources for approval if applicable. ' shall be signed by the private property owner, or proper authority 4. A Project Schedule. acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary 1-08.1(2) Subcontracting(APWA) permits have been obtained or, in the case of a release, that the Work done by the Contractor's own organization shall account restoration of the property has been satisfactorily accomplished. for at least 30 percent of the Awarded Contract Price. Before The statement shall include the parcel number,address, and date of computing this percentage however, The Contractor may subtract signature. Written releases must be filed with the Engineer before (from the Awarded Contract Price) the costs of any subcontracted the Completion Date will be established. 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 1-08 Prosecution and Progress 1-08 Prosecution and Progress use as lower tier subcontractors. Collectively, these lower tier Permission to work between the hours of 10:00 P.M. and 7:00 subcontractors shall not do work that exceeds 25 percent of the a.m. during weekdays and between the hours of 10:00 p.m. and total amount subcontracted to a subcontractor. When a 9:00 a.m. on weekends or holidays may also be subiect to noise subcontractor is responsible for construction of a specific structure control requirements. Approval to continue work during these or structures the following work may be performed by lower tier hours may be revoked at any time the Contractor exceeds the subcontractors without being subject to the 25 percent limitation: Contracting Agency's noise control regulations or complaints are 1. Furnishing and driving of piling, or received from the public or adjoining property owners regarding 2. Furnishing and installing concrete reinforcing and post- the noise from the Contractor's operations. The Contractor shall tensioning steel. Except for the 25 percent limit, lower tier have no•claim for damages or delays should such permission be subcontractors shall meet the same requirements as revoked for these reasons. subcontractors. Permission to work Saturdays, Sundays, holidays or other The Engineer will approve the request only if satisfied with than the agreed upon normal straight time working hours Monday the proposed subcontractor's prior record, equipment, experience, through Friday may be given subject to certain other conditions set ' and ability to perform the work. Approval to subcontract shall not: forth by the Contracting Agency or Engineer. These conditions I Relieve the Contractor of any responsibility to carry out the may include but are not limited to: requiring the Engineer or such contract, assistants as the Engineer may deem necessary to be present during 2. Relieve the Contractor of any obligations or liability under the Work; requiring the Contractor to reimburse the Contracting the contract and the Contractor's bond, Agency for the cost of engineering salaries paid Contracting 3. Create any contract between the Contracting Agency and Agency employees who worked during such times; considering the the subcontractor, or - Work performed on Saturdays and holidays as working days with 4. Convey to the subcontractor any rights against the regards to the Contract Time; and considering multiple work shifts Contracting Agency. as multiple working days with respect to Contract Time even The Contracting Agency will not consider as subcontracting: though the multiple shifts occur in a single 24-hour period. (1) purchase of sand gravel crushed stone, crushed slag, batched Assistants may include, but are not limited to, survey crews; concrete aggregates ready mix concrete, off-site fabricated personnel from the Contracting Agency's material testing lab; structural steel other off-site fabricated items, and any other inspectors; and other Contracting Agency employees when in the materials supplied by established and recognized commercial opinion of the Engineer, such work necessitates their presence. plants; or(2)delivery of these materials to the work site in vehicles owned or operated by such plants or by recognized independent or 1-08.1 4 Reimbursement for Overtime Work of commercial hauling companies. Contracting Agency Employees (APWA) However, the State L&I may determine that RCW 39.12 Where the Contractor elects to work on a Saturday, Sunday, applies to the employees of such firms identified in (1) and (2) or other holiday, or longer than an 8-hour work shift on a regular above in accordance with WAC 296-127. If this should occur, the working day, as defined in the Standard Specifications, such work provisions of Section 1-07.9 as modified or supplemented, shall shall be considered as overtime work. On all such overtime work apply. an inspector will be present, and a survey crew may be required at The Contractor shall certify to the actual amounts paid to any the discretion of the Engineer. The Contractor shall reimburse the Disadvantaged Minority, or Women's Business Enterprises firms Contracting Agency for the full amount of the straight time plus that were subcontractors manufacturers, regular dealers, or overtime costs for employees of the Contracting Agency required service providers on the contract. This certification shall be to work overtime hours. supplied with the Final Application for Payment on the form The Contractor by these Specifications does hereby authorize provided by the Engineer. the Engineer to deduct such costs from the amount due or to If dissatisfied with any part of the subcontracted work, the become due the Contractor. Engineer may request in writing that the subcontractor be removed. SECTION 1-08.4 IS DELETED AND REPLACED BY THE The Contractor shall comply with this request at once and shall not FOLLOWING: employ the subcontractor for any further work under the contract. 1-08.4 Notice to Proceed and Prosecution of the Work 1-08 1(3) Hours of Work(APWA) APWA ' Except in the case of emergency or unless otherwise approved by the Contracting Agency, the normal straight time working hours Notice to Proceed will be given after the contract has been for the contract shall be any consecutive 8-hour period between executed and the contract bond and evidence of insurances have 7:00 a.m. and 6:00 p.m.of a working day with a maximum 1-hour been approved and filed by the Owner. The Contractor shall not ilunch break and a 5-day work week. The normal straight time 8- commence the Work until the Notice to Proceed has been given by hour working period for the contract shall be established at the the Engineer. The Contractor shall commence construction preconstruction conference or prior to the Contractor commencing activities on the Project Site within ten days of the Notice to the Work. Proceed Date The Work thereafter shall be prosecuted diljgently, If a Contractor desires to perform work on holidays, vigorously, and without unauthorized interruption until physical Saturdays Sundays or before 7:00 a.m. or after 6:00 p.m. on any completion of the work There shall be no voluntary shutdowns or day, the Contractor shall apply in writing to the Engineer for slowing of operations by the Contractor without prior approval of permission to work such times. Permission to work longer than an the Engineer. Such approval shall not relieve the Contractor from 1 8-hour period between 7:00 a.m. and 6:00 p.m. is not required. the Contractual obligation to complete the work within the Such requests shall be submitted to the Engineer no later than noon prescribed Contract Time. on the working day prior to the day for which the Contractor is requesting permission to work. Page-SP43 ' Revision Date:May 19, 1997 1-09 Measurement and Payment 1-09 Measurement and Payment SECTION 1-08.5 IS DELETED AND REPLACED WITH THE SECTION 1-08.9 IS REVISED PER SECTION 1-05.11. FOLLOWING: 1-08.10 Termination of Contract (APWA) 1-08.5 Time For Completion (Contract Time) (APWA, SECTION 1-08.10(1)IS SUPPLEMENTED BY REVISING ALL The Work shall be physically completed in its entirety within REFERENCES TO "STATE TREASURER, DEPARTMENT OF the time specified in the Contract Documents or as extended by the TRANSPORTATION" IN THE LAST SENTENCE, pARAGRAPH S TO READ "CONTRACTING AGENCY." Engineer. The Contract Time will be stated in "working days", shall begin on the Notice To Proceed Date, and shall end on the SECTION 1-08.11 IS A NEW SECTION. Contract Completion Date. A nonworking day is defined as a Saturday, a Sunday, a day 1-0$.11 Contractor's Plant and Equipment (RC) on which the contract specifically suspends work, or one of these The contractor alone shall at all times be responsible for the holidays: January 1, the third Monday of janum3i, the thin-A adequacy, efficiency, and sufficiency of his and his subcontractor's Memorial Day, July 4, Labor Day, plant and equipment. The Owner shall have the right to make use ' November 11, Thanksgiving Day, the day after Thanksgiving, and of the contractor's plant and equipment in the performance of any Christmas Day. When The day before Christmas shall be a work on the site of the work. holiday when Christmas Day occurs on a Tuesday or Friday. The The use by the Owner of such plant and equipment shall be day after Christmas shall be a holiday when Christmas Day occurs considered as extra work and paid for accordingly. on a Monday, Wednesday, or Thursday. When Christmas Day Neither the Owner nor the engineer assume any responsibility, occurs on a Saturday, the two preceding working days shall be at any time, for the security of the site from the time contractor's observed as holidays. When Christmas day occurs on a Sunday, operations have commenced until final acceptance of the work by the two working days following shall be observed as holidays. the engineer and the Owner. The contractor shall employ such When holidays other than Christmas fall on a Saturday, the measures as additional fencing, barricades, and watchmen service preceding Friday will be counted as a non-working day and when as he deems necessary for the public safety and for the protection they fall on a Sunday the following Monday will be counted as a of the site and his plant and equipment. The Owner will be non-working day. The Contract Time has been established to allow provided keys for all fenced, secured areas. for periods of normal inclement weather which, from historical records, is to be expected during the Contract Time, and during 1-08.12 Attention to Work(RC) which periods, work is anticipated to be performed. Each The contractor shall give his personal attention to and shall successive working day, beginning with the Notice to Proceed Date supervise the work to the end that it shall be prosecuted faithfully, and ending with the Physical Completion Date, shall be charged to and when he is not personally present on the work site, he shall at the Contract Time as it occurs except a day or part of a day which all times be represented by a competent superintendent who shall is designated a nonworking day or an Engineer determined have full authority to execute the same, and to supply materials, unworkable day. tools, and labor without delay, and who shall be the legal The Engineer will furnish the Contractor a weekly report representative of the contractor. The contractor shall be liable for showing (1) the number of working days charged against the Contract Time for the preceding week; (2) the Contract Time in the faithful observance of any instructions delivered to him or to his authorized representative. working days; (3) the number of working days remaining in the Contract Time; (4) the number of nonworking days; and (5) any partial or whole days the Engineer declared unworkable the 1-09 Measurement and Payment previous week. This weekly report will be correlated with the ' Contractor's current approved progress schedule. If the Contractor SECTION 1-09.1 IS SUPPLEMENTED BY ADDING THE elects to work 10 hours a day and 4 days a week (a 4-10 schedule) FOLLOWING. 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 1-09.1 Measurement of Quantities (RC) week will be charged as a working day whether or not the When items are specified to be paid for by ton, it will be the Contractor works on that day. Contractor's responsibility to see that a certified weight ticket is The Contractor will be allowed 10 calendar days from the date given to the Inspector on the project at the time of delivery of of each report in which to file a written protest of an alleged materials for each truckload delivered. Pay quantities will be discrepancy in the Contract Time as reported. Otherwise, the report will be deemed to have been accepted by the Contractor as Prepared on the basis of said tally tickets,delivered to the Inspector at the time of delivery of materials. Tickets not receipt by the correct. Inspector will not be honored for payment. The requirements for scheduling the Final Inspection and Where items are specified to be paid by the ton, the following establishing the Substantial Completion, Physical Completion, and system will be used: Completion Dates are specified in Sections 1-05.11 and 1-05.12. Each truck shall be clearly numbered to the satisfaction of the Engineer and there shall be no duplication of numbers. ' Duplicate tickets shall be prepared to accompany each truckload of material delivered to the project. 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 load weight(stamped at source). ' 5. Driver's name and date. Page-SP-14 Revision Date:May 19, 1997 ' ' 1-09 Measurement and Payment 1-09 Measurement and Payment 6. Location for delivery. LABORATORY" TO READ "CONTRACTING AGENCY'S 1. Pay item number. MATERIAL LABORATORY." 8. Contract number and/or name. SECTION I-09.9 IS DELETED AND REPLACED BY THE The Contractor shall submit a breakdown of costs for each FOLLOWING. lump sum Bid Item. The breakdown shall list the items included in the lump sum together with a unit price of labor, materials and 1-09.9 Payments (APWA) 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 1-09.9(1) Progress Payments (APWA) payments or deductions or additions in payment for ordered work Progress payments for completed work and material on hand changes. The detailed cost breakdown of each lump sum item shall will be based upon progress estimates prepared by the Engineer. A be submitted to the Engineer prior to the Preconstruction progress estimate cutoff date will be established at the Conference. preconstruction meeting. Within 3 days after the progress estimate cutoff date (but not SECTION I-09.2 (APWA) IS SUPPLEMENTED BY REVISING more often than once a month) the Contractor shall submit to the ALL REFERENCES TO "MATERIAL RECEIVER" TO READ Engineer for review an Application for Payment, filled out and "ENGINEER." signed by the Contractor, covering the work completed prior to the SECTION 1-09.3 IS SUPPLEMENTED BY ADDING THE progress estimate cutoff date. The Application for Payment shall be FOLLOWING: accompanied by documentation supporting the Contractor's Application for Payment. 1-09.3 Scope of Payment (APWA, RC) If payment is requested for materials and equipment not incorporated in the work,but delivered and stored at approved sites Unless modified otherwise in the Contract Provisions, the Bid pursuant to the Contract Documents, the Application for Payment Items listed or referenced in the "Payment" clause of each Section shall be accompanied by a bill of sale, invoice, or other of the Standard Specifications will be the only items for which documentation warranting that the Contractor has received the compensation will be made for the Work described in or specified materials and equipment and evidence that the materials and in that particular Section when the Contractor performs the equipment are covered by appropriate insurance or other specified Work Should a Bid Item be listed in a "Payment" clause arrangements to protect the Engineer's interests therein. but not in the Proposal Form and Work for that item is performed The initial progress estimate will be made not later than 30 ' by the Contractor and the work is not stated as included in or days after the Contractor commences the Work, and successive incidental to a pay item in the contract and is not work that would progress estimates will be made every month thereafter until the be required to complete the intent of the Contract per Section 1- Completion Date. Progress estimates made during progress of the 04.1 then payment for that Work will be made as for Extra Work Work are tentative, and made only for the purpose of determining pursuant to a Change Order. progress payment. The progress estimates are subject to change at The words"Bid Item," "Contract Item," and"Pay Item," and any time prior to the calculation of the Final Payment per similar terms used throughout the Contract Documents are Section 1-09.9(4). synonymous. The value of the progress estimate will be the sum of the If the "payment" clause in the Specifications relating to any following: unit Bid Item price in the Proposal Form requires that said unit Bid 1. Unit Price Items in the Bid Form — the approximate Item price cover and be considered compensation for certain work quantity of acceptable units of Work completed multiplied by the ' or material essential to the item, then the work or material will not Unit Price. be measured or paid for under any other Unit Bid Item which may 2. Lump Sum Items in the Bid Form — the estimated spear elsewhere in the Proposal Form or Specifications. percentage complete multiplied by the Bid Forms amount for each Pluralized unit Bid Items appearing in these Specifications are Lump Sum Item. changed to singular form. 3. Materials on Hand — 90 percent of invoiced cost of Payment for Bid Items listed or referenced in the "Payment" material delivered to Job site or other storage area approved by the clause of any particular Section of the Specifications shall be Engineer. considered as including all of the Work required, specified, or 4 Change Orders — entitlement for approved extra cost or described in that particular Section. Payment items will generally completed extra work as determined by the Engineer. be listed generically in the Specifications, and specifically in the Progress payments will be made in accordance with the bid form. When items are to be "furnished" under one payment progress estimate less: item and "installed" under another payment item, such items shall 1. Five(5)percent for retained percentage._ be furnished FOB project site or, if specified in the Special 2 The amount of Progress Payments previously made. Provisions, delivered to a designated site. Materials to be 3 Funds withheld by the Contracting Agency for "furnished," or "furnished and installed" under these conditions, disbursement in accordance with the Contract Documents. shall be the responsibility of the Contractor with regard to storage Progress payments for work performed shall not be evidence until such items are incorporated into the Work or, if such items of acceptable performance or an admission by the Contracting are not to be incorporated into the work, delivered to the applicable Agency that any work has been satisfactorily completed. Contracting Agency storage site when provided for in the Payments will be made by warrants issued by the Contracting ' Specifications. Payment for material "furnished," but not yet Agency's fiscal officer, against the appropriate fund source for the incorporated into the Work may be made on monthly estimates to project Payments received on account of work performed by a the extent allowed. subcontractor are subject to the provisions of RCW 39.04.250. ' SECTION 1-09.8 (APWA) IS SUPPLEMENTED BY REVISING ALL REFERENCES TO "HEADQUARTERS' MATERIAL Page-SP-15 ' Revision Date:May 19, 1997 1-09 Measurement and Payment 1-09 Measurement and Payment , 1-09.9(2) Retainage (APWA,RCZ 1-09.9(3) Contracting Agency's Right to Withhold Pursuant to RCW 60.28 there will be retained from monies and Disburse Certain Amounts (APWA) earned by the Contractor on progress estimates a sum not to exceed In addition to monies retained pursuant to RCW 60.28 and 5 percent of the monies earned by the Contractor. Such retainage subject to RCW 39.04.250, RCW 39.12, and RCW 39 76 the shall be used as a trust fund for the protection and payment (1)to Contractor authorizes the Engineer to withhold progress payments the State with respect to taxes imposed pursuant to Title 82, RCW due or deduct an amount from any payment or payments due the which may be due from such Contractor, and (2) the claims of any Contractor which, in the Engineer's opinion, may be necessary to person arising under the Contract. cover the Contracting Agency's costs for or to remedy the Monies reserved under provisions of RCW 60.28 shall, at the following situations: option of the Contractor, be: 1. Damage to another contractor when there is evidence 1. Retained in a fund by the Contracting Agency. thereof and a claim has been filed. 2. Deposited by the Contracting Agency in an interest- 2. Where the Contractor has not paid fees or charges to bearing account in a bank, mutual savings bank, or savings and public authorities or municipalities which the Contractor is loan association (interest on monies so retained may be paid to the obligated to pay. ' Contractor). 3. Utilizing material, tested and inspected by the Engineer 3. Placed in escrow with a bank or trust company by the for purposes not connected with the Work(Section 1-05 6) Contracting Agency. When the monies reserved are to be placed in 4. Landscape damage assessments per Section 1-07.16 ' escrow the Contracting Agency will issue a check representing the 5. For overtime work performed by City personnel per sum of the monies reserved payable to the bank or trust company Section 1-08.1(4). and the Contractor jointly. Such check shall be converted into 6. Anticipated or actual failure of the Contractor to bonds and securities chosen by the Contractor and approved by the complete the Work on time: Contracting Agency and the bonds and securities held in escrow. a. Per Section 1-08.9 Liquidated Damage: or Interest on the bonds and securities may be paid to the Contractor b. Lack of construction progress based upon the Engineer's as the interest accrues. review of the Contractor's approved progress schedule which The Contractor shall designate the option desired en--tl0 indicates the Work will not be completed within the Contract Time. When calculating an anticipated time overrun, the Engineer will at make allowances for weather delays, approved unavoidable delays least 10 working days prior to the first progress payment for the and suspensions of the Work. The amount withheld under this contract. The Contractor in choosing option (2) or (3) agrees to subparagraph will be based upon the liquidated damages amount , assume full_responsibility to pay all costs which may accrue from per day set forth in Contract Documents multiplied by the number escrow services, brokerage charges or both, and further agrees to of days the Contractor's approved progress schedule, in the opinion assume all risks in connection with the investment of the retained of the Engineer, indicates the Contract may exceed the Contract percentages in securities. The Contracting Agency may also, at its Time. option, accept a bond for all or a portion of the contractor's 7. Failure of the Contractor to perform any of the retainage. Contractor's other obligations under the contract, including but not Release of retained percentage will be made 60 days following limited to: the Completion Date (pursuant to RCW 39.12, RCW 39.76, and a. Failure of the Contractor to provide the Engineer with a RCW 60.28)provided the following conditions are met: field office when required by the Contract Provisions. 1 _ On contracts totaling more than$20,000.00, a release has b. Failure of the Contractor to protect survey stakes, been obtained from the Washington State Department of Revenue markers, etc., or to provide adequate survey work as required by (RCW 60.28.051). Section 1-05.5. ' 2. No claims, as provided by law, have been filed against c. Failure of the Contractor to correct defective or the retained percentage. unauthorized work(Section 1-05.8) 3. Affidavit of Wages Paid is on file with the Contracting d. Failure of the Contractor to furnish a Manufacture's Agency for the Contractor and all Subcontractors regardless of tier Certificate of Compliance in lieu of material testing and inspection (RCW 39.12.040). as required by Section 1-06.3. In the event claims are filed the Contractor will be paid such e. Failure to submit weekly payrolls, Intent to Pay retained_percentage less an amount sufficient to pay any such Prevailing Wage forms, or correct underpayment to employees of claims together with a sum determined by the Contracting Agency the Contractor or subcontractor of any tier as required by Section sufficient to pay the cost of foreclosing on claims and to cover 1-07.9. attorney's fees. f. Failure of the Contractor to pay worker's benefits (Title Retainage will not be reduced for any reason below the 50 and Title 51 RCW)as required by Section 1-07.10. minimum limit provided by law. g. Failure of the Contractor to submit and obtain approval Pursuant to Section 1-07.10, the Contractor is responsible for of a progress schedule per Section 1-08.3. submitting to the State L&I a "Request for Release" form in order The Contractor authorizes the Engineer to act as agent for the for the Contracting Agency to obtain a release from that Contractor disbursing such funds as have been withheld pursuant to department with respect to the payments of industrial insurance this section to a party or parties who are entitled to payment. medical aid premiums. The Contracting Agency will ensure the Disbursement of such funds, if the Engineer elects to do so, will be Washington State Employment Security Department and any made only after giving the Contractor 15 calendar days prior applicable Contracting Agency department or organization are written notice of the Contracting Agency's intent to do so, and if notified of Contract completion in order to obtain releases from prior to the expiration of the 15-calendar day period, those departments or agency organizations. 1. no legal action has commenced to resolve the validity of the claims, and , 2. the Contractor has not protested such disbursement. Page-SP-16 Revision Date:May 19, 1997 ' ' 1-09 Measurement and Payment 1-09 Measurement and Payment A proper accounting of all funds disbursed on behalf of the of the responsibility to comply with all laws, ordinances, and Contractor in accordance with this section will be made. A regulations — Federal, State, or local — that affect the contract ' payment made pursuant to this section shall be considered as The date the Contracting Agency unilaterally signs the Final payment made under the terms and conditions of the Contract. The Progress Estimate constitutes the final acceptance date (Section 1- Contracting Agency shall not be liable to the Contractor for such 05.12). payment made in good faith. ' If legal action is instituted to determine the validity of the 1-09.11 Disputes and Claims claims prior to expiration of the 15-day period mentioned above, the Engineer will hold the funds until determination of the action or SECTION 1-09.11(2)IS REVISED AS FOLLOWS: ' written settlement agreement of the parties. 1-09.11(2) Claims (APWA) 1-09.9(4) Final Payment (APWA) Failure to submit with the Final Application for Payment Upon Acceptance of the Work by the Contracting Agency the -such information and details as ' described in this section for an claim shall operate as a waiver of final amount to be paid the Contractor will be calculated based y pe upon a Final Progress Estimate made by the Engineer. Acceptance the claims by the Contractor as provided in Section 1-09.9. by the Contractor of the Final Payment shall be and shall operate as SECTION 1-09.11(3) IS DELETED AND REPLACED BY THE a release: FOLLOWING: t1. to the Contracting Agency of all claims and all liabilities of the Contractor, other than claims in stated amounts as may be 1-09.11(3) Time Limitations and Jurisdiction specifically excepted in writing by the Contractor; (APWA) 2 for all things done or furnished in connection with the This contract shall be construed and interpreted in accordance ' Work; with the laws of the State of Washington. The venue of any claims 3. for every act and neglect by the Contracting Agency; and or causes of actions arising from this contract shall be in the 4 for all other claims and liability relating to or arising out Superior Court of the county where the work is performed. ' of the Work. For convenience of the parties to this contract, it is mutually A payment (monthly, final retainage, or otherwise) shall not agreed that any claims or causes of action which the contractor has release the Contractor or the Contractor's Surety from any against the Contracting Agency arising from this contract shall be obligation required under the terms of the Contract Documents or brought within 180 days from the date of Final Acceptance of the ' the Contract Bond; nor shall such payment constitute a waiver of contract by the Contracting_Agency. The parties understand and the Contracting Agency's ability to investigate and act upon agree that the Contractor's failure to bring suit within the time fmdings of non-compliance with the WMBE requirements of the period provided shall be a complete bar to any such claims or Contract; nor shall such payment preclude the Contracting Agency causes of action. from recovering damages setting penalties, or obtaining such other It is further mutually agreed by the parties that when any remedies as may be permitted by law. claims or causes of action which a Contractor asserts against the Before the Work will be accepted by the Contracting Agency, Contracting Agency arising from this contract are filed with the the Contractor shall submit an affidavit, on the form provided by Contracting Agency or initiated in court, the Contractor shall ' the Engineer, of amounts paid to certified disadvantaged (DB), permit the Contracting Agency to have timely access to any records minority (MBE) or women business enterprises (WBE) deemed necessary by the Contracting Agency to assist in evaluating participating in the Work. Such affidavit shall certify the amounts the claims or actions. ' paid to the DB MBE or WBE subcontractors regardless of tier. On Federally-funded projects the Contractor may also be 1-09.13 Arbitration required to execute and furnish the Contracting Agency an affidavit certifying that the Contractor has not extended any loans, gratuity SECTION 1-09.13(2) (RC) IS SUPPLEMENTED BY ' or gift and money pursuant to Section 1-07.19 of these REPLACING ALL REFERENCES TO "THURSTON COUNTY" Specifications. WITH THE WORDS "KING COUNTY." If the Contractor fails refuses, or is unable to sign and return the Final Progress Estimate or any other documents required for SECTION 1-09.13(3)IS SUPPLEMENTED BY ADDING: ' the final acceptance of the contract, the Contracting Agency reserves the right to establish a completion date and unilaterally 1-09.13(3) Procedures to Pursue Arbitration (RC) accept the contract. Unilateral acceptance will occur only after the The findings and decision of the board of arbitrators shall be Contractor has been provided the opportunity, by written request final and binding on the parties unless the aggrieved party, within ' from the Engineer, to voluntarily submit such documents. If 10 days challenges the findings and decision by serving and filing voluntary compliance is not achieved, formal notification of the a petition for review by the superior court of King County, impending unilateral acceptance will be provided by certified letter Washington The grounds for the petition for review are limited to from the Engineer to the Contractor which will provide 30 calendar showing that the findings and decision: ' days for the Contractor to submit the necessary documents. The 1. Are not responsive to the questions submitted; 30-calendar day deadline shall begin on the date of the postmark of 2 Is contrary to the terms of the contract or any component thereof; the certified letter from the Engineer requesting the necessary 3 Is arbitrary and/or is not based upon the applicable facts documents. This reservation by the Contracting Agency to unilaterally accept the contract will apply to contracts that are and the law controllin the issues submitted to arbitration. The g board of arbitrators shall support its decision by setting forth to completed in accordance with Section 1-08.5 or for contracts that are terminated in accordance with Section 1-08.10. Unilateral writing their findings and conclusions based on the evidence acceptance of the contract by the Contracting Agency does not in adduced at any such hearing. ' any way relieve the Contractor of the provisions under contract or Page-SP-17 Revision Date:May 19, 1997 1-10 Temporary Traffic Control 1-10 Temporary Traffic Control ' The arbitration shall be conducted in accordance with the construction signs and the traffic control devices statutes of the State of Washington and court decisions governing destroyed or damaged during the life of the project. such procedure. 6. Removing existing signs as specified or a directed by ' The costs of such arbitration shall be borne equally by the City the engineer and delivering to the City Shops or and the contractor unless it is the board's majority opinion that the storing and reinstalling as directed by the Engineer. contractor's filing of the protest or action is capricious or without 7. Preparing a traffic control plan for the project and reasonable foundation. In the latter case, all costs shall be borne designating the person responsible for traffic control by the contractor. at the work site. The traffic control plan shall include descriptions of the traffic control methods 1-10 Temporary Traffic Control 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 1-10.1 General (RC) review and approval of the Engineer. ' The Contractor shall provide flaggers, signs, and other traffic 8. Contacting police, fire, 911, and ambulance services to notify them in advance of any work that will affect control devices not otherwise specified as being furnished by the and traveled portion of a roadway. Contracting Agency. The Contractor shall erect and maintain all 9. Assuring that all traveled portions of roadways are construction signs, warning signs, detour signs, and other traffic open to traffic during peak traffic periods 6:30 a.m. ' control devices necessary to warn and protect the public at all times to 8:30 am., and 3:00 p.m. to 6:00 from injury or damage as a result of the Contractor's operations p. or as specified in the special provisions, or as directed by which may occur on highways, roads, or streets. No work shall be the Engineer. done on or adjacent to the roadway until all necessary signs and 10. Promptly removing or covering all nonapplicable ' traffic control devices are in place. signs during periods when they are not needed. These flaggers, signs, and other traffic control devices shall be used for the safety of the public, the Contractor's employees, and If no bid item "Traffic Control" appears in the proposal then Contracting Agency's personnel and to facilitate the movement of all work required by these sections will be considered incidental and ' the traveling public. They may be used for the separation or their cost shall be included in the other items of work. merging of public and construction traffic when in accordance with If the Engineer requires the Contractor to furnish additional a specific approved traffic control plan. channelizing devices,pieces of equipment, or services which could Upon failure of the Contractor to immediately provide not be usually anticipated by a prudent contractor for the ' flaggers; erect, maintain, and remove signs; or provide, erect, maintenance and protection of traffic,then a new item or items may maintain, and remove other traffic control devices when ordered to be established to pay for such items. Further limitations for do so by the Engineer, the Contracting Agency may, without consideration of payment for these items are that they are not further notice to the Contractor or the Surety, perform any of the covered by other pay items in the bid proposal, they are not ' above and deduct all of the costs from the Contractor's payments. specified in the Special Provisions as incidental, and the The Contractor shall be responsible for providing adequate accumulative cost for the use of each individual channelizing flaggers, signs, and other traffic control devices for the protection device, piece of equipment, or service must exceed $200 in total I of the work and the public at all times regardless of whether or not cost for the duration of their need. In the event of disputes, the the flaggers, signs, and other traffic control devices are ordered by Engineer will determine what is usually anticipated by a prudent the Engineer, furnished by the Contracting Agency, or paid for by contractor. The cost for these items will be by agreed price, price the Contracting Agency. The Contractor shall be liable for injuries established by the Engineer, or by force account. Additional items ' and damages to persons and property suffered by reason of the required as a result of the contractor's modification to the traffic Contractor's operations or any negligence in connection therewith. oontroi plan(s)appearing in the contract shall not be covered by the When the bid proposal includes an item for "Traffic Control," provisions in this paragraph. the work required for this item shall be all items described in If the total cost of all the work under the contract increases or ' Section 1-10, including, but not limited to: decreases by more than 25 percent, an equitable adjustment will be 1. Furnishing and maintaining barricades, flashers, considered for the item"Traffic Control" to address the increase or construction signing and other channelization decrease. devices, unless a pay item is in the bid proposal for ' any specific device and the Special Provisions 1-10.2 Traffic Control Management specify furnishing, maintaining, and payment in a different manner for that device; 1-10.2(1) General 2. Furnishing traffic control labor, equipment, and ' supervisory personnel for all traffic control labor The Contractor shall designate an individual or individuals to 3. Furnishing any necessary vehicle(s) to set up and perform the duties of Traffic Control Manager (TCM) and Traffic remove the Class B construction signs and other Control Supervisor(TCS). The TCM and TCS shall be certified in traffic control devices; worksite traffic control as evidenced by carrying a current flagging ' 4. Furnishing labor and vehicles for patrolling and card issued by the State of Washington,'Oregon or Idaho and/or maintaining in position all of the construction signs other certification currently acceptable for a TCM or TCS position and the traffic control devices,unless a pay item is in on WSDOT construction contracts. A TCM and TCS are required the bid proposal to specifically pay for this work;and on all projects that have traffic control. The TCM can also perform 5. Furnishing labor, material, and equipment necessary the duties of the TCS. The Contractor shall identify an alternate for cleaning up, removing, and replacing of the TCM and TCS that can assume the duties of the assigned or primary TCM and TCS in the event of that person's inability to perform. ' Such alternates shall be adequately trained and certified to the same Page-SP-18 Revision Date:May 19, 1997 ' ' 1-10 Temporary Traffic Control 1-10 Temporary Traffic Control degree as the primary TCM and TCS. c. Revisions to the traffic control plan, d. Lighting utilized at night,and The Contractor shall maintain 24-hour telephone numbers at e. Observations of traffic conditions. ' which the TCM and TCS can be contacted and be available upon 3. Ensuring that corrections are made if traffic control the Engineers request at other than normal working hours. The devices are not functioning as required. The TCS may TCM and TCS shall have appropriate personnel, equipment, and make minor revisions to the traffic control plan to ' material available at all times in order to expeditiously correct any accommodate site conditions as long as the original intent deficiency in the traffic control system. of the traffic control plan is maintained. 1-10.2(1)A Traffic Control Manager 4. Attending traffic control coordinating meetings or The duties of the Traffic Control Manager include: coordination activities as authorized by the Engineer. 1. Discussing proposed traffic control measures and The TCS may perform the work described by"Traffic Control coordinating implementation of the Contractor- Labor" as long as the duties of the TCS are accomplished. adopted traffic control plan(s)with the Engineer. ' 2. Coordinating all traffic control operations, including Possession of a current flagging card by the TCS is mandatory. A reflective vest and hard hat shall be worn by the TCS. those of subcontractors, suppliers, and any adjacent construction or maintenance operations. 1-10.2(2) Traffic Control Plans 3. Coordinating the project's activities (such as ramp closures, road closures, and lane closures) with The traffic control plan or plans appearing in the contract appropriate police, fire control agencies, city or plans show a method of handling traffic. All flaggers are to be county engineering, medical emergency agencies, shown on the traffic control plan except for emergency situations. school districts,and transit companies. The Contractor shall designate and adopt in writing the specific 4. Overseeing all requirements of the contract which traffic control plan or plans required for their method of contribute to the convenience, safety, and orderly performing the work. If the Contractor's methods differ from the movement of vehicular and pedestrian traffic. contract traffic control plan(s), the Contractor shall propose ' modification of the traffic controlplan(s) b showin the necessary 5. Having the latest adopted edition of the MUTCD y g including the Modifications to the MUTCD for construction signs, flaggers, and other traffic control devices Streets and Highways for the State of Washington required for the project. The Contractor's letter designating and and applicable standards and specifications available adopting the specific traffic control plan(s) or any proposed ' at all times on the project modified plan(s) shall be submitted to the Engineer for approval at 6. Attending all project meetings where traffic least ten calendar days in advance of the time the signs and other management is discussed. traffic control devices will be required. 7. Review TCS's diaries daily and be responsible for The Contractor shall be responsible for assuring that traffic ' knowing"field" traffic control operations. control is installed and maintained in conformance to established standards. The Contractor shall continuously evaluate the operation 1-10.2(1)B Traffic Control Supervisor of the traffic control plan and take prompt action to correct any A TCS shall be on the project whenever traffic control labor is problems that become evident during operation. ' required or as authorized by the Engineer. 1-10.2(3) Conformance to Established Standards The TCS shall personally perform all the duties of the TCS. During nonwork periods,the TCS shall be able to be on the jobsite Flagging, signs, and all other traffic control devices famished ' within a 45-minute time period after notification by the Engineer. or provided shall conform to the standards established in the latest adopted edition of the "Manual on Uniform Traffic Control The TCS's duties shall include: Devices" (MUTCD) published by the U.S. Department of 1. Inspecting traffic control devices and nighttime lighting Transportation and the Modifications to the MUTCD for Streets and for proper location, installation, message, cleanliness, and Highways for the State of Washington.Copies of the MUTCD may effect on the traveling public. Traffic control devices be purchased from the Superintendent of Documents, U.S. shall be inspected each work shift except that Class A Government Printing Office,- Washington, D.C. 20402. signs and nighttime lighting need to be checked only once Modifications to the MUTCD for Streets and Highways for the ' a week. Traffic control devices left in place for 24 hours State of Washington may be obtained from the Department of or more should also be inspected once during the Transportation,Olympia,Washington 98504. nonworking hours when they are initially set up (during The condition of signs and traffic.control devices shall be new daylight or darkness, whichever is opposite of the or"acceptable" as defined in the book Quality Standards For Work ' working hours). Zone Traffic Control Devices and will be accepted based on a 2. Preparing a daily traffic control diary on DOT Forms 421- visual inspection by the Engineer. The Engineer's decision on the 040Acondition of a sign or traffic control device shall be final. When a Engineer and 4la later than which shall be submitted d the sign or traffic control device becomes classified as"unacceptable" ' Engineer no later than the end of the next working day to become a part of the if i it shall be removed from the project and replaced within 12 hours. it i is approved by the Engineer.ct records. The Contractor may The book, Quality Standards For Work Zone TraffirafficSafetyc Control use their own form f Devices, is available by writing to the American T Include in the diary such items as: Service Association, 5440 Jefferson Davis Hwy., Fredericksburg, ' a. When signs and traffic control devices are installed VA 22407,telephone: (703)898-5400,FAX(703)898-5510. and removed, b. Location and condition of signs and traffic control ' devices, Page-SP-19 ' Revision Date:May 19, 1997 1-10 Temporary Traffic Control 1-10 Temporary Traffic Control , 1-10.3 Flagging, Signs, and All Other Traffic Control devices in the"work area" defined in Section 1-10.5. The eligible Devices work for transporting signs shall be limited to: 1. Set up and removal, 2. Relocation to and from temporary storage, provided that, 1-10.3(1) Traffic Control Labor the use and location of the temporary storage is approved The Contractor shall furnish all personnel for flagging and for by the Engineer,and , the setup and removal of all temporary traffic control devices and 3. Relocation on the project,provided that,the new,locations construction signs necessary to control traffic during construction are in accordance with the contract plans,approved traffic operations. Prior to performing any traffic control work on the control plan,or the orders of the Engineer. project, these personnel shall be trained with the video, "Safety in The traffic control vehicle shall be equipped with a roof or ' the Work Zone" produced jointly by WSDOT and Laborers' post-mount flashing amber light visible for 360 degrees. International Union of North America. The video is available from WSDOT's Engineering Publications Office, Transportation 1-10.3(3) Construction Signs Building. All signs required by the approved traffic control plan(s) as , Flaggers and spotters shall possess a current flagging card well as any other appropriate signs prescribed by the Engineer, or issued by the State of Washington, Oregon, or Idaho. The flagging required to conform with established standards will be furnished card shall be immediately available and shown upon request by the by the ContractorGeats" owy. Contracting Agency. Workers engaged in flagging or traffic control , shall wear reflective vests and hard hats. During hours of darkness, white coveralls or white or yellow rain gear shall also be-worn. The vests and other apparel shall be in conformance with Section 1- 07.8. During hours of darkness flagger stations shall be illuminated ' to ensure that Faggers can easily be seen without causing glare to the traveling public. The Contractor shall furnish the MUTCD standard Stop/Slow paddles (18 inches wide, letters 6 inches high, or olu 411 and reflectorized)for the flagging operations. When the bid proposal includes an item for "Traffic Control Labor," the work covered by this item shall be limited to the labor required in the "work areas" defined in Section 1-10.5 for: All or , 1. Flagging; 2. Handling the Class B construction signs and other temporary traffic control devices only for: GQPg1a. Set up and removal; ii Lhat ' the � w;&P,�ti@n nr d,,.;.,g a major phaso of the work�a b. Relocation to and from temporary storage, provided that,the use and location of the temporary storage is approved by the Engineer; c. Relocation on the project, provided that, the new , locations are in accordance with the contract plans, approved traffic control plan, or the orders of the Engineer;and d. Cleaning up and removing construction signs and traffic control devices on the project that are damaged or destroyed by a third party, 3. Operating the vehicle(s) described in Section 1-10.3(2) .o ,,, , , "& f. the . ., d r„ ttia a„o,t f d;c.,,.0 .tio , while transporting the Class B construction signs and other temporary traffic control devices; and 4. Cleaning the Class B construction signs, the other temporary traffic control devices, and the Class A W proit4do dWs@ sigas shall , construction signs, when they become illegible because of 1 Aw ishi„" and disposing of ,tio posts weather or other conditions and the Engineer orders them to be cleaned. Z r.,:t„i f.0m the 9figinse;: "..d „1tim:1tnsa44im 5. Spotters to warn work crews of impending danger from to ,,,o L se ,..,t�.,of the .o ,; o, rGfing Aga,w ' public traffic, when approved by the Engineer. � The hours eligible for "Traffic Control Labor" will be those hours actually used for the previously described work. Any work , described under this section performed by a Traffic Control Supervisor will not be paid as "Traffic Control Labor" but will be covered by the item "Traffic Control Supervisor" per hourda�c. -flan(s), No separate pay item will be provided in the bid proposal for ' 1-10.3(2) Traffic Control Vehicle Class A or Class B construction signs. Riiy anf for Clagg u When the bid proposal includes an item "Traffic Control signs will be limited to the lahgr -QR& to do 4-he Vehicle," the work required for this item is furnishing a vehicle or All et#a;—costs for the work to vehicles for the traffic control supervisor and for transporting the provide Class A or Class B construction signs shall be included in ' Class B construction signs and other temporary traffic control Page-SP-20 Revision Date:May 19, 1997 ' 1-10 Temporary Traffic Control 1-10 Temporary Traffic Control the unit contract price for the various other items of the work in the the pilot car control area. Any necessary flaggers shall be bid proposal. furnished by the Contractor. Signs, posts, or supports that are lost, stolen, damaged, When the bid proposal includes an item for "Contractor destroyed, or which the Engineer deems to be unacceptable, while Piloted Traffic Control," measurement and payment will be as their use is required on the project, shall be replaced by the provided in Section 1-10.4 and 1-10.5. ' Contractor without additional compensation. As conditions permit, the Contractor shall, at the end of each day, leave the work area in such condition that it can be traveled 1-10.3(4) No Passing Zones without damage to the work, without danger to traffic, and without The striping of no passing zones that are to be obliterated in one-way piloted traffic control. The Engineer will be the sole judge ' excess of 150 feet by paving operations shall be replaced by "Do as to whether or not piloting can be dispensed with after working Not Pass" and "Pass With Care" signs. The signs shall be located hours. If piloting is required after working hours due to not less than 2 feet outside the usable shoulder nor less than 7 feet carelessness or negligence on the part of the Contractor to properly above the edge of pavement. The number of necessary signs will be condition the work at the end of the day, such piloting costs shall ' specified in the contract provisions. The Contractor shall provide be borne by the Contractor. If the Contracting Agency is furnishing posts and install the Contracting Agency-furnished signs. The signs the piloting, the costs charged to the Contractor will include the shall be maintained by the Contractor until construction operations pilot car, the pilot car driver, and the two flaggers. ' are complete. When the project includes striping by the Contractor, The Contractor shall be responsible for protection of the work the signs and posts shall be removed by the Contractor when the no and traffic at all times regardless of flagging and pilot car services passing zones are reestablished by striping. The signs shall be furnished by the Contracting Agency, and the Contractor shall be returned to the Contracting Agency, and the posts will become the liable for damages and injuries suffered by reason of the ' property of the Contractor. When the Contractor is not responsible Contractor's operations or any negligence in connection therewith. for striping, the posts and signs shall become the property of the Contracting Agency and will be removed by Contracting Agency 1-10.4 Measurement RC (SA) forces when the no passing zones are reestablished by striping. No specific unit of measurement will apply to the lump sum ' Payment to perform the work required for this subsection will be item of"Traffic Control". under the item "Construction Sign Class A." 1-10.3(5) Temporary Traffic Control Devices ' When the bid proposal includes an item for "Temporary to a AA010 hour, a. - i , ,op ..,:11 he h.. tho h ,,r a r a h h .,r Traffic Control Devices", the work required for this item shall be p@ ,,, is .,,.,,,,,llypo;f,@F;ting—thv —ork described furnishing barricades,flashers,cones,traffic safety drums,and other ' temporary traffic control devices, unless the contract provides for —hole holw furnishing a specific temporary traffic control device under another item.The item "Temporary Traffic Control Devices" includes: 1. Initial delivery to the project site (or temporary storage) 1 t ...+ ,,:11 W rad f rpayment f r nrh in good repair and in clean usable condition, 2. Repair or replacement when they are damaged and they are still needed on the project, and 3. Removal from the project site when they are no longer ' needed on the project. 1 1n 1(i)p as aw4hq;ized by rh > •..;m, m Qf A h.,..r •11 h ".1 h th r, G"" th tha T(`C to he the 1-10.3(17 One-Way Piloted Traffic Control Through jobsite Construction Zone The construction sometimes requires that traffic be maintained on a portion of the roadway during the progress of the work using Th' da. ,s g4gib'a far" Control Vehicle" 14411 be th., one-way piloted traffic control. If this is the case, the Contractor's operation shall be confined to one-half the roadway, permitting traffic on the other half. If, in the opinion of the Engineer, one-way piloted traffic control is necessary, it shall be provided for in one of the following manners: 1-10.5 Payment ' to lead the r ff- th .wh the ., All other. nmarenru 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 bra included in the proposal: "Traffic Control," lump sum. The lump sum contract price shall be full pay for all costs not C,Q,;,4t"FaCGt`i;4g Agency pumishad one Way piloted, IfaffiG covered by other specific pay items in the bid proposal for Contractor Furnished One-Way Piloted Traffic Control. furnishing installing maintaining traffic and removing trac control The Contractor shall furnish the pilot car(s) and driver(s) for devices required by the contract and as directed by the Engineer in conformance with accepted standards and in such a manner as to Page-SP-21 ' Revision Date:May 19, 1997 1-11 Renton Surveying Standards 1-11 Renton Surveying Standards , maximize safety, and minimize disruption and inconvenience to the ublic.Progress payment for the lump sum item "Traffic Control" When the bid proposal does not include an item for any necessary traffic control, all costs for traffic control shall be will be made follows: included, by the Contractor, in the unit contract price for the a. When in initial warning signs for the beginning of the various other items of work in the bid proposal. The Contractor project and the end of construction signs are installed and shall estimate these costs based on the Contractor's contemplated approved by the Engineer, 30 percent of the amount bid work procedures. ' for the item will be paid. When traffic control items are included in the bid proposal, b. Payment for the remaining 70 percent of the amount bid payment is limited to the following work areas: for the item will be paid on a prorated basis in accordance 1. The entire construction area under contract and for a ' with the total job progress as determined by progress distance to include the initial warning signs for the payments. beginning of the project and the end of construction sign. The item"Traffic Control" will be considered for an equitable Any warning signs for side roads on the approved traffic adjustment per Section 1-04.6 only when the total contract price control plan are also included. If the project consists of , increases or decreases by more than 25 percent. two or more sections, the limits will apply to each section individually. The Lump Sum unit-contract price pa; hou;- hall be full 2• A detour provided in the plans or approved by the ' pay for all costs involved in furnishing the pilot car(s), pilot Engineer for by-passing all or any portion of the construction, irrespective of whether or not the termini of car driver(s), and the appropriate pilot car sign(s) for any eao the detour are within the limits of the contract. pilot car operation. Any necessary flaggers will be paid under 3. The initial point of entry to or crossing of the public road the item for traffic control-1z> system from Contracting Agency-furnished quarry, pit, , borrow, or waste sites, or from Contracting Agency- The Lump Sum uv,4 contract price pa;-heui shall be full furnished haul roads serving those sites, when outside the pay for all costs for the labor provided for performing those limits in 1 above. ' construction operations described in Section 1-10.3(1) and as No payment will be made to the Contractor for traffic control authorized by the Engineer. Pay;Aan& unda; .hig :lam ghall do items required in connection with the movement of equipment or the hauling of materials outside the limits of 1, 2, and 3 above. weFk. , The Lump Sum uait-contract pricepa; u:&;—€Qt--o€ 1-11 Renton Surveying Standards shall be full pay for all costs for performing the , work described in Section 1-10.3(3) and Section 1-10.3(4). 1-11.1(1) Responsibility for surveys (RC) This payment will include all labor, equipment, and vehicles All surveys and survey reports shall be prepared under the necessary for the initial acquisition, the initial installation of direct_supervision of a person registered to practice land surveying Class A signs, and ultimate return of all Contracting Agency- under the provisions of Chapter 18.43 RCW. furnished signs 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. The Lump Sum unit-contract price per hQuF-for "Traffic Control Supervisor" shall be full pay for each hour a person 1-11.1(2) Survey Datum and Precision (RC) performs the duties described in Section 1-10.2(1)B including The horizontal component of all surveys shall have as its ' when performing traffic control labor duties. 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. P;Qg;Q66-p^ayraim fQr. the lump slim item TraffiG The horizontal component of all surveys shall meet or exceed the closure requirements of WAC 332-130-W. 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 bc Paid* Detail Requirements for ALTA/ACSM Land Title Surveys jointly established and adopted by ALTA and ACSM in 1992 or comparable classification in future editions of said document. The ' angular and linear closure and precision ratio of traverses used for survey control shall be revealed on the face of the survey drawing, as shall the method of adjustment. ' " par.day The horizontal component of the control system for surveys The Lump Sum unit-contract price peg day hall be full using global positioning system methodology shall exhibit at least 1 pay for all costs involved in furnishing the vehicle or vehicles part in 50,000 precision in line length dependent error analysis at a for the work described in Sections 1-10.2(1)B and 1-10.3(2). 95 percent confidence level and performed pursuant to Federal ' Geodetic Control Subcommittee Standards for GPS control surveys Page-SP-22 Revision Date:May 19, 1997 ' 1-11 Renton Surveying Standards 1-11 Renton Surveying Standards as defined in Geometric Geodetic Accuracy Standards & 1-11.1(6) Control or Base Line Survey (RC) Specifications for Using GPS Relative Positioning Techniques dated Control or Base Line Surveys shall be established for all ' August 1 1989 or comparable classification in future editions of construction projects that will create permanent structures such as said document.. roads, sidewalks, bridges, utility lines or appurtenances, signal or The vertical component of all surveys shall be based on light poles, or any non-single family building. Control or Base NAVD 1988 the North American Vertical Datum of 1988, and Line Surveys shall consist of such number of permanent ' tied to at least one of the City of Renton Survey Control Network monuments as are required such that every structure may be benchmarks. If there are two such benchmarks within 3000 feet of observed for staking or "as-builting" while occupying one such the project site a tie to both shall be made. The benchmark(s) used monument and sighting another such monument. A minimum of will be shown on the drawing. If a City of Renton benchmark does two of these permanent monuments shall be existing monuments ' not exist within 3000 feet of a project, one must be set on or near recognized and on record with the City of Renton. The Control or the project in a permanent manner that will remain intact Base Line Survey shall occupy each monument in turn, and shall throughout the duration of the project. Source of elevations satisfy all applicable requirements of Section 1-11.1 herein. (benchmark)will be shown on the drawing, as well as a description The drawing depicting the survey shall be neat, legible, and of any bench marks established. drawn to an appropriate scale. North orientation should be clearly presented and the scale shown graphically as well as noted. The 1-11.1(3) Subdivision Information (RC) drawing must be of such quality that a reduction thereof to one-half ' Those surveys dependent on section subdivision shall reveal original scale remains legible. the controlling monuments used and the subdivision of the If recording of the survey with the King County Recorder is applicable quarter section. required it will be prepared on 18 inch by 24 inch mylar and will Those surveys dependent on retracement of a plat or short plat comply with all provisions of Chapter 58.09 RCW. A shall reveal the controlling monuments, measurements, and photographic mylar of the drawing will be submitted to the City of methodology used in that retracement. Renton and, upon their review and acceptance per the specific requirements of the project, the original will be recorded with the 1-11.1(4) Field Notes (RC) King County Recorder. ' Field notes shall be kept in conventional format in a standard If recording is not required, the survey drawing shall be bound field book with waterproof pages. In cases where an prepared on 22 inch by 34 inch mylar, and the original or a electronic data collector is used field notes must also be kept with a photographic molar thereof will be submitted to the City of Renton. sketch and a record of control and base line traverses describing The survey drawings shall meet or exceed the requirements of ' station occupations and what measurements were made at each WAC 332-130-050 and shall conform to the City of Renton's point- Drafting Standards. American Public Works Association symbols Every point located or set shall be identified by a number and shall be used whenever possible, and a legend shall identify all ' a description Point numbers shall be unique within a complete symbols used if each point marked by a symbol is not described at job The preferred method of point numbering is field notebook, each use. page and point set on that page. Example: The first point set or An electronic listing of all principal points shown on the found on page 16 of field book 348 would be identified as Point drawing shall be submitted with each drawing. The listing should No. 348.16.01 the second point would be 348.16.02, etc. include the point number designation (corresponding with that in Upon completion of a City of Renton project, either the field the field notes) a brief description of the point, and northing, notebook(s) provided by the City or the original field notebook(s) easting and elevation (if applicable) values, all in ASCII format, used by the surveyor will be given to the City. For all other work, on IBM PC compatible media. ' 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 1-11.1( ) Precision Levels (RC) copy print out in ASCII text format will accompany the field notes. Vertical Surveys for the establishment of bench marks shall satisfy all applicable requirements of section 1-05 and 1-11.1. 1-11.1(5) Corners and Monuments (RC) Vertical surveys for the establishment of bench marks shall Corner A point on a land boundary, at the juncture of two or meet or exceed the standards specifications and procedures of third more boundary lines. A monument is usually set at such points to order elevation accuracy established by the Federal Geodetic physically reference a comer's location on the ground. Control Committee. ' Monument Any physical object or structure of record which Bench marks must possess both permanence and vertical marks or accurately references: stability. Descriptions of bench marks must be complete to insure both recoverablilty and positive identification on recovery. • A corner or other survey point established by or under the supervision of an individual per section 1-11.1(1) and any 1-11.1(8) Radial and Station — Offset Topography corner or monument established by the General Land Office (RC) and its successor the Bureau of Land Management including Topographic surveys shall satisfy all applicable requirements ' section subdivision corners down to and including one- of section 1-11.1 herein. sixteenth corners; and All points occupied or back sighted in developing radial • Any permanently monumented boundary, right of way topography or establishing baselines for station—offset topography alignment or horizontal and vertical control points established shall meet the requirements of section 1-11.1 herein. ' by any governmental agency or private surveyor including The drawing and electronic listing requirements set forth in street intersections but excluding dependent interior lot section 1-11 1 herein shall be observed for all topographic surveys. corners. Page-SP-23 ' Revision Date:May 19, 1997 1-11 Renton Surveying Standards 1-11 Renton Surveying Standards , 1-11.1(9) Radial Topography (RC) described on the face of the plat or survey of record, e.g., "Tacks Elevations for the points occupied or back sighted in a radial in lead on the extension of the lot side lines have been set in the topographic survey shall be determined either by 1) spirit leveling curbs on the extension of said line with the curb." In all other ' with misclosure not to exceed 0.1 feet or Federal Geodetic Control cases the corner shall meet the requirements of section 1-11.2(1) Committee third order elevation accuracy specifications, OR 2) herein. trigonometric leveling with elevation differences determined in at All non corner monuments, as defined in 1-11.1(5) shall meet least two directions for each point and with misclosure of the the requirements of section 1-11.2(2) herein. If the monument ' circuit not to exceed 0.1 feet. 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 1-11.1(10) Station—Offset Topography (RC) within a lidded case kept separate from the monument and flush Elevations of the baseline and topographic points shall be with the pavement surface, per section 1-11.2(3). ' determined by spirit leveling and shall satisfy Federal Geodetic In the case of right of way centerline monuments all points of Control Committee specifications as to the turn points and shall not curvature(PC), points of tangency (PT), street intersections center exceed 0.1 foot's error as to side shots. 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 1-11.1(11) As-Built Survey (RC) of way, a monument can be set at the PI instead of the PC and PT All improvements required to be "as-built" (post construction of the curve. survey) per City of Renton Codes, TITLE 4 Building Regulations For all non corner monuments set while under contract to the and TITLE 9 Public Ways and Property, must be located both City of Renton or as part of a City of Renton approved subdivision ' horizontally and.vertically by a Radial survey or by a Station.offset of property, a City of Renton Monument Card (furnished by the survey. The "as-built" survey must be based on the same base line city) identifying the monument; point of intersection (PI) point of or control survey used for the construction staking survey for the tangency (PT), point of curvature (PC), one-sixteenth corner, Plat improvements being "as-built". The "as-built" survey for all monument, street intersection, etc., complete with a description of subsurface improvements should occur prior to backfilling. Close the monument, a minimum of two reference points and NAD 83/91 cooperation between the installing contractor and the "as-builting" coordinates and NAVD 88 elevation shall be filled out and filed surveyor is therefore required. with the city. , All "as-built" surveys shall satisfy the requirements of section 1-11.1(1) herein and shall be based upon control or base line 1-11.2 Materials surveys made in conformance with these Specifications. The field notes for "as-built" shall meet the requirements of 1-11.2(1) Property/Lot Corners (RC) , section 1-11.1(4) herein and submitted with stamped and signed Corners per 1-11.1(5) shall be marked in a permanent manner "as-built" drawings which includes a statement certifying the such as 1/2 inch diameter rebar 24 inches in length, durable metal accuracy of the "as built". plugs or caps, tack in lead, etc. and permanently marked or tagged , The drawing and electronic listing requirements set forth in with the surveyor's identification number. The specific nature of section 1-11.1(5) herein shall be observed for all "as-built" the marker used can be determined by the surveyor at the time of surveys. installation. 1-11.1(12) Monument Setting and Referencing (RC) 1-11.2(2) Monuments (RC) ' All property or lot comers, as defined in 1-11.1(5), Monuments per 1-11.1(5) shall meet the requirements as set established or reestablished on a plat or other recorded survey shall forth in City of Renton Standard Plans page H031 and permanently be referenced by a permanent marker at the corner point per 1- marked or tagged with the surveyor's identification number. ' 11.2(1). In situations where such markers are impractical or in 1-11.2(3) Monument Case and Cover(RC) danger of being destroyed, e.g., the front comers of lots, a witness marker shall be set. In most cases, this will be the extension of the Materials shalt meet the requirements of section 9-22 and City lot line to a tack in lead in the curb. The relationship between the of Renton Standard Plans page H031. ' witness monuments and their respective corners shall be shown or Page-SP-24 Revision Date:May 19, 1997 ' ' 2-02 Removal of Structures and Obstructions 2-03 Roadway Excavation and Embankment surplus excavated material or unsuitable material shall be disposed ' of by the Contractor. Division 2 Earthwork quantities and changes will be computed either Earthwork manually or by means of electronic data processing equipment by use of the average end area method. Any changes to the proposed ' work as directed by the Engineer that would alter these quantities shall be calculated by the Engineer and submitted to the 2-02 Removal of Structures and Contractor for his review and verification. Obstructions Any excavation or embankment beyond the limits indicated in the Plans, unless ordered by the Engineer, shall not be paid for. All work and material required to return these areas to their SECTION 2-02.3(3) IS REVISED AND SUPPLEMENTED AS original conditions, as directed by the Engineer, shall be provided FOLLOWS: by the Contractor at his sole expense. All areas shall be excavated, filled, and/or backfilled as 2-02.3(3) Removal of Pavement, Sidewalks, and necessary to comply with the grades shown on the Plans. In filled Curbs (RC) and backfilled areas, fine grading shall begin during the placement ' In removing pavement, sidewalks, and curbs, the Contractor and the compaction of the final layer. In cut sections, fine grading shall: shall begin within the final six (6) inches of cut. Final grading 1. Haul broken-up pieces into shall produce a surface which is smooth and even, without abrupt to some off-project site. changes in grade. ' Excavation for curbs and gutters shall be accomplished by cutting accurately to the cross sections, grades and elevations 5. When an area where pavement has been removed is to shown. Care shall be taken not to excavate below the specified be opened to traffic before pavement patching has been completed, grades. The contractor shall maintain all excavations free from ' temporary mix asphalt concrete patch shall be required. detrimental quantities of leaves, brush, sticks, trash and other Temporary patching shall be placed to a minimum depth of 2 debris until final acceptance of the Work. inches immediately after backfilling and compaction are complete, Following removal of topsoil or excavation to grade and and before the road is opened to traffic. MC cold mix or MC hot before placement of fills or base course, the subgrade under the ' mix shall be used at the discretion of the Engineer. roadway shall be proofrolled to identify any soft or loose areas If pavements, sidewalks, or curbs lie within an excavation which may warrant additional compaction or excavation and area and are not mentioned as separate pay items, their removal replacement. will be paid for as part of the quantity removed in excavation. If The Contractor shall provide temporary drainage or they '' be oxcawawd, ^"' it '`e" '1e Aet protection to keep the subgrade free from standing water. mentioned as a separate item in the proposal, they will be Acceptable excavated native soils shall be used for fill in the measured and paid for as provided under Section 2-02.5, and will area requiring fills. Care shall be taken to place excavated not be included in the quantity calculated for excavation. material at the optimum moisture content to achieve the specified SECTION 2-02.5 IS SUPPLEMENTED BY ADDING. compaction. Any native material used for fill shall be free of organics and debris and have a maximum particle size of 6 inches. 2-02.5 Payment (RC) It shall be the responsibility of the Contractor to prevent the native materials from becoming saturated with water. The 2. "Saw Cutting", per Lineal Foot. measures may include sloping to drain, compacting the native 3. "Remove Sidewalk", per Square Yard. materials and diverting runoff away from the materials. If the 4. "Remove Curb and Gutter", per Lineal Foot. Contractor fails to take such preventative measures, any costs or 5. "Cold Mix", per Ton delay related to drying the materials shall be at his own expense. 6. "Remove Asphalt Concrete Pavement," per square yard. If the native materials become saturated, it shall be the 7. "Remove Cement Concrete pavement," per square yard. responsibility of the Contractor to dry the materials, to the 8. "Remove existing ," per optimum moisture content. If sufficient acceptable native soils are All costs related to the removal and disposal of structures and not available to complete construction of the roadway obstructions including saw cutting excavation, backfilling and embankment. Gravel Borrow shall be used. temporary asphalt shall be considered incidental to and included in If subgrade trimmer is not required on the project, all other items unless designated as specific bid items in the proposal. portions of Section 2-03 shall apply as though a subgrade trimmer ' were specified. 2-03 Roadway Excavation and If sufficient acceptable native soils as determined by the ' Embankment 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 2-03.3 IS SUPPLEMENTED BY ADDING THE SECTION 2-03.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: ' FOLLOWING: 2-03.3 Construction Requirements (RC) 2-03.4 Measurement (RC) Roadway excavation shall include the removal of all The Contracting Agency will use the following methods to ' materials excavated from within the limits shown on the plans. measure work performed unless specific exceptions in other Suitable excavated material shall be used for embankments, while sections provide otherwise: Page-SP-25 Revision Date:May 19, 1997 2-04 Haul 2-09 Structure Excavation ' 1. At the discretion of the engineer, roadway excavation, 2-06 Subgrade Preparation borrow excavation, and unsuitable foundation excavation - by the ' cubic yard (adjusted for swell) may be measured by truck in the hauling vehicle at the point of loading. The contractor shall SECTION 2-06.5 IS SUPPLEMENTED BY ADDING THE provide truck tickets for each load removed. Each ticket shall FOLLOWING: have the truck number, time and date, and be approved by the 2-06.5 Payment (RC) ' engineer. Subgrade preparation and maintenance including watering SECTION 2-03.5 IS REVISED AS FOLLOWS: shall be considered as incidental to the construction and all costs 2-03.5 Payment (RC) thereof shall be included in the appropriate unit or lump sum , contract bid prices. Payment will be made for the following bid items when they are included in the proposal: 2-09 Structure Excavation 1. "Roadway Excavation" or "Roadway Excavation — Area A(B, C, etc.)", per cubic yard. When the Engineer orders excavation 2 feet or less below SECTION 2-09.1 IS SUPPLEMENTED BY ADDING THE subgrade, unit contract prices for roadway excavation and haul FOLLOWING: shall apply. If he orders excavation more than 2 feet below 2-09.1 Description (RC) ' subgrade, that part below the 2-foot depth shall be paid for as This work also includes the excavation, haul, and disposal of provided in Sachet I Q 1,4 Item 3 of this payment section. In this all unsuitable materials such as peat, muck, swampy or unsuitable case, all items of work other than roadway excavation shall be ' materials including buried logs and stumps. paid at unit contract prices. The unit contract price per cubic yard shall be full pay for 2-09.3 Construction Requirements excavating, loading, placing, or otherwise disposing of the material. SECTION 2-09.3(I)D IS REVISED AS FOLLOWS: ' tThe unit contract price per cubic yard shall 2-09.3(1)D Disposal of Excavated Material (RC) include haul. All costs for disposing of excavated material within the 3. "Unsuitable Foundation Excavation",per cubic yard. project limits shall be included in the unit contract price for ' The unit contract price per cubic yard for "Unsuitable structure excavation, Class A or B. Foundation Excavation" shall be full pay for excavating, loading, and disposing of the material. pay as p;owidad :n c@G*ien 1 94 4 for leading-and Waling�a The unit contract price per cubic yard shall include haul. If the contract includes structure excavation, Class A or B, including haul, the unit contract price shall include all costs for Xhe unit ,,,,.,..,,,., ,.,.►,:. ....rdfQtr ""9,,.pIg"iA loading and hauling the material the full required distance, ' ;ems;;;@n" shall be a,n pay for all-ma&@;al, lea:, tools, otherwise all such disposal costs shall be considered incidental to �} .-me a&, and iacidaota od. 'plta quantities—for the work. SECTION 2-09.4 IS REVISED AND SUPPLEMENTED AS ' naadad, FOLLOWS: When emb-Akmapts -,;@ mads by Method A, Payment for 2-09.4 Measurement (RC) embankment compaction will not be made as a separate item. All Gravel backfill. All gravel backfill will be measured by the ' costs for embankment compaction shall be included in other bid cubic yard in place determined by the neat lines required by the items involved. Plans or by the ton as measured in conformance with section I- 09.2. Gravel backfill used for pipe bedding shall be incidental to 2-04 Haul the installation of the pipe or paid for as other gravel backfill , unless a specific separate pay item is included in the contract for SECTION 2-04.5 IS REVISED AND SUPPLEMENTED AS gravel backfill for pipe bedding. FOLLOWS. SECTION 2-09.5 IS REVISED AND SUPPLEMENTED AS , 2-04.5 Payment (RC) FOLLOWS: 2-09.5 Payment includod in the pr-OPOS-1; Payment will be made for the following bid items when they , 1 "14-11=,po&4w t are included in the proposal: All costs for the hauling of material to, from, or on the job "Structure Excavation Class A",per cubic yard. site shall be considered incidental to and included in the unit price "Structure Excavation Class B", per cubic yard. of other units of work. "Structure Excavation Class A Incl. Haul", per cubic yard. ' "Structure Excavation Class B Incl. 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 I , price of other items of work if "Structure Excavation" or Page-SP-26 ' Revision Date:May 19, 1997 ' 2-09 Structure Excavation 2-09 Structure Excavation "Structure Excavation Incl Haul" are not listed as pay items in the excavation shall be considered incidental to the work involved and contract. no further compensation shall be made. "Shoring or Extra Excavation Class B", per square foot. "Gravel Backfill (Kind) for (Type of Excavation), per Cubic The unit contract price per square foot shall be full pay for Yard or per Ton". all excavation, backfill, compaction, and other work required . When gravel backfill is paid by the ton, the Contractor ' when extra excavation is used in lieu of constructing shoring. If shall take care to assure to the satisfaction of the Engineer that select backfill material is required for backfilling within the limits such per ton backfill is only being used for the specified purpose of the structure excavation, it shall also be required as backfill and not for purposes where backfill is incidental or being paid by material for the extra excavation at the Contractor's expense. Any cubic yard. Evidence that per ton gravel backfill is not being used ' excavation or backfill material being paid by unit price shall be for its designated purpose shall be grounds for the Engineer to calculated by the Engineer only for the neat line measurement of deny payment for such load tickets. Unless included in the the excavation and shall not include the extra excavation beyond contract as a separate pay item, gravel backfill used for pipe the neat line. bedding shall be considered incidental to the installation of the If there is no bid item for shoring or extra excavation Class B pipe or shall be included in the gravel backfill used to backfill the on a square foot basis and the nature of the excavation is such that trench, if a separate pay item is included for trench backfill. shoring or extra excavation is required, then shoring or extra i 1 i 1 1 1 i 1 1 i 1 Page-SP-27 Revision Date:May 19, 1997 3 No supplemental specifications were necessary 4 No supplemental specifications were necessary ' Division 3 Division 4 Production From Quarry and Pit Sites Bases and Stockpiling 4 No supplemental specifications were ' 3 No supplemental specifications were necessary necessary No supplemental specifications were necessary for Division 4. No supplemental specifications were necessary for Division 3. ' 1 Page-SP-28 Revision Date:May 19, 1997 ' ' 5-04 Asphalt Concrete Pavement 5-04 Asphalt Concrete Pavement Division 5 (2) ' Surface Treatments and Pavements swoplas-teWhen a sample from uncompacted mix is needed the Contractor shall ensure that the samples can -be obtained in 5-04 Asphalt Concrete Pavement accordance with WSDOT Test Method 712. ' SECTION 5-04.3(8)A IS REVISED AND SUPPLEMENTED AS Wuling uvhicia� FOLLOWS: B. Definition of Sampling Lot and Sublot. For the purpose 5-04.3(8)A Acceptance Sampling and Testing (RC) of acceptance sampling and testing, a lot-is is defined as 1. General. Acceptance of asphalt cement concrete shall be the total quantity of material or work produced for each job mix as—provided under—statistical--or a nonstatistical acceptance. formula (JMF). Only one lot per JMF is expected to occur.44& Determination of-&w4istical--es 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) shaliwill be evaluated for quality of gradation on a the Jz4p without prio;-w dailylet basis by the Contractor. This gradation analysis shall be The JMF based on WSDOT Test Method 104 and the results delivered to the is defined in Section 9- Contracting Agency by noon of the following working day.- This 03.8(6)A (Basis of Acceptance). The Contractor may not make information shall be used by the Engineer to evaluate conformance any changes to the JMF without prior written approval of the ' with Section 9-03.8(6)A.2.aact Aas halt content shall be tested at Engineer. P the Eangineer's discretion if the Compaction Pay Factor(Section 5- Tho r-,......,,.,,,. .., ,.00r ., Gh,,,,.o in rho�f .tio 04.3(10)B) falls below 1.00. The Contracting Agency may take their own independent gradation samples at the stockpile to confirm the gradation testing done by the contractor. If the independent sample gradation varies from the Contractor's data by more than f3% for sieve sizes ' greater than 1/4" and t2% for sieves smaller than the No. 10, then the costs of the sampling and testing shall be borne by the Contractor. If the tT-est results vary from the Contractor's data a;*-within the ranges listed above , then Sampling and testing for nonstatistical acceptance shall be the cost of sampling and testing will be borne by the Contracting performed on a random basis at a minimum frequency of one Agency.0pan gr-adW mixwr, (a&phalt ';QRG;ati Pn`@m@At Class D) sample for each sublot of 400 tons or each day's production, whichever is least. When proposal quantities exceed 1,200 tons for a class of mix under nonstatistical acceptance, sublot size shall be determined to the nearest 100 tons to provide not less than three --wod, and by 3XSDOX, uniform sized sublots, based on proposal quantities, with a maximum sublot size of 800 tons. ' C. Test Results. The Engineer will furnish the Contractor with a copy of the results as they become available. Q9 all f the ;jo-r k,4 frgampjiag, fQr. aighaim@ r-Y with:., f hou;g n-Aer the ►ag Ag 9i the vr,pm'ing 914:H Tho (j) Will W 1160"1 fQF- of MiX WhOR&W PfQP@621 RLQAtiti"-f" gAginoo; will also Provide, by aoon of the next workdq-y %Aar. ' lb- D. Test Methodg. When sample testing of asphalt content is necessary, Aacceptance tostiag for compliance of asphalt-ceatotu will use the Nuclear Asphalt Gauge Procedure; WSDOT Test 2. Aggregates. _Aggregates will be accepted for sand Method 722-T. When sample testing of gradation is necessary, equivalent and fracture based on their conformance to the Aacceptance testing for compliance of gradation will use the Quick requirements of Section 9-03.8(2), Determination of Aggregate Gradation using Alternate Solvent oll* Procedure; WSDOT Test Method 723-T. ' 3 Asphalt Cement Asphalt Cement will be accepted E. Reject Mixture tosts-based on&hair-conformance to the requirements of Section 9- (1) Rejection by Contractor. The Contractor may, prior to 02.1(43). Testing of asphalt properties to assure certification shall sampling, elect to remove any defective material and replace it be the responsibility of the contractor. If the vendor or grade of with new material at no expense to the Contracting Agency. Any the asphalt cement changes a new job mix formula (JMF) shall be such new material will be sampled, tested, and evaluated for evaluated and approved. acceptance. 44. Asphalt Concrete Mixture (2) Rejection-by Engineer Without Testing-V44hn„4 To":.,g. A. Sampling The Engineer may, without sampling, reject any batch load, or ' (1) A sample will not be obtained from either the first or last section of roadwayaA5, batch, load, 25 tons of mix produced in each production shift. Page-SP-29 Revision Date:May 19, 1997 5-04 Asphalt Concrete Pavement 5-04 Asphalt Concrete Pavement , au&"W that appears defective in gradation or asphalt calnoat SECTION 5-04.03(10)A IS SUPPLEMENTED BY ADDING content. Material rejected before placement shall not be THE FOLLOWING: incorporated into ay" pavement. Any rejected section of 5-04.3(10)A General (RC) ' compacted avement shall be removed. No payment will be made for the rejected materials or the The Contractor shall not use vibration when compacting on a removal of the materials unless the Contractor requests that the street where A.C. Line (Transite) is in place (refer to City of rejected material be tested. If the Ccontractor elects to have the Renton Comprehensive Water System Plan to identify locations of ' rejected material tested, a minimum of three representative samples A.C. lines.) will be obtained and tested. Representative samples to be removed SECTION 5-04.3(10)B IS REVISED AS FOLLOWS: for testing from compacted pavement shall be removed by coring. 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 92-.0 percent of the Acceptance of the initially reference maximum density as rejected suspected material will use the acceptance sampling and Method :7A5. _The reference maximum density shall be determined ' testing methods. If the material does not fall within the job mix as that developed in the job mix formula JM 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 QoAcwte being plaGoj. If the Contractor chooses, a moving borne by the Contractor. The rejected material must be removed average of the three most recent tests of maximum density may be , and replaced with new material at no expense to the Contracting determined through the use of WSDOT Test Method 705 by the Agency. If the material falls within the job mix formula Contractor at the Contractor's expense. The specified level of tolerances, the mix will be accepted for quality of mix but will density attained will be determined by the average statistical retrain subject to the compaction adjustment of Section 5-04.3(10) w-luation—of three " nuclear density gauge tests taken in , and all costs associated with sampling and testing will be borne by accordance with WSDOT Test Method 715 on the day the mix is the Contracting Agency. placed (after completion of the finish rolling) at locations determined by the st�^•...fied random_ ' within each density lot from - Ao;mal sublot any M�twr-W fb-1 ;g 6116P@Qt@,4 4 being ZU@ quantigy reprasontod by aqGh donsity lQt;;,ill be no grw or lh,n kss. The Engineer will furnis a copy of the results of all acceptance testing performed in the field as soon as the results are available' 'rn ^ ^ *' �� will be voAgidared a sapa;ata lo; ","WA U%@ irol-ted FA-to the beginning 99 L%@ Aam pawing shif4._ 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 adjustments of Section 5- 04�1)B_ ' For compaction lots falling below a CPF of 1.00 pay-fscter. and thus subject to price reduction or rejection, cores maybe used as an alternativeo to the nuclear density gauge tests. 3AQ;ea-ce4as a€tar paving-When the Contracting Agency requests cores and the pieg;@ss: level of relative density within a sublot is less than 92.0 percent, t-The cost for tla-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. "pan&os-zt the r2-W-ef shall be'75 at. At the scan 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. I , Page-SP-30 Revision Date:May 19, 1997 1 5-04 Asphalt Concrete Pavement 5-04 Asphalt Concrete Pavement Compactibility shall be evaluated as the ability of the mix to attain SECTION 5-04.5(1) QUALITY ASSURANCE PRICE a given quality level corresponding to a pay factor of 1.00 or ADJUSTMENTS IS DELETED. greater referenced to the specified minimum density (924. percent SECTION 5-04.5(I)A IS DELETED AND REPLACED WITH of the reference maximum density THE FOLLOWING: A4otbed--;A5). If a compaction test section is requested, a Compaction pay factor of 1.00 shall apply until compatibility is 5-04.5(1)A Price Adjustments for Quality of AC Mix proven. Following determination of compactibility, the Contractor (RC) is responsible for the control of the compaction effort. If the Nonstatistical Acceptance-Each lot of asphalt concrete Contractor does not request a test section, the mix will be pavement produced and having all constituents falling within ' considered compactible. the limits of the job mix formula shall be accepted at the unit Asphalt Concrete Classes A, B, E, F, and G constructed contract price. If the constituents of the mix fall outside the under conditions other than listed above shall be compacted on the limits of the job mix formula, the mix shall not be accepted (see basis of a test point evaluation of the compaction train._ The test Section 5-04.3(8) Rejection of Mixture). point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved SECTION 5-04.5(1)B IS REVISED AND SUPPLEMENTED AS compaction train, required to attain the maximum test point FOLLOWS: density, shall be used on all subsequent paving. 5-04.5(1)B Price Adjustments for Quality AC ' Asphalt Concrete Class D and preleveling mix shall be compacted to the satisfaction of the Engineer. Compaction (RC) In addition to the randomly selected locations for tests 9f the For each sublot a Compaction Pay density, the Engineer may also isolate from a normal lot any area Factor InGa......e vimir, A . .,,a . 1.aG,,r (CWA14 will be ' that is suspected of being defective in relative density. Such determined based on the relative density of the tests. The isolated material will not include an original sample location. A following table lists the Compaction Pay Factors and their minimum of three S randomly located density tests will be taken. associated relative density. The CIR A T @gw16 L%@ diffo;@aGo The isolated area will then be evaluated for price adjustment in accordance with this tion, considering it as a separate-sublod". SECTION 5-04.5 IS REVISED AS FOLLOWS: an" the unit Q to;l Qf mix Payment C Relative Density Compaction Pay Factor 5-04.5 Pa 3 m (R ) (average of three tests) "Mist and/or Driveway Asphalt Conc. Approaoh Cl. _ ?92•0 1.00 ' per ton. This item when included in the contract, includes asphalt 91.5 0.99 paving for areas such as driveways and traffic islands that are not 91.0 0.95 part of other paving work. 90.5 0.91 90.0 0.85 ustmPnt" .„11 do ,..1,..,1.,.ed .,.,,r 89.5 0.80 89.0 0.75 Page-SP-3l Revision Date:May 19, 1997 6-12 Rockeries 6-12 Rockeries , Division 6 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 ' Structures 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. SECTION 6-12 IS A NEW SECTION The final course shall have a continuous appearance and be placed to minimize erosion of the backfill material. The larger rocks shall 6-12 Rockeries be placed at the base of the rockery so that the wall will be stable and have a stable appearance. The rocks shall be carefully placed 6-12.1 Description (RC) by mechanical equipment and in a manner such that the longitudinal ' axis if the rock shall be at right angles or perpendicular to the The work described in this section, regardless of the type of rockery face. The rocks shall have all inclining faces sloping to materials encountered, includes the excavation and shaping of the the back of the rockery. Each row of rocks will be seated as cut or fill slopes and furnishing and constructing rockeries/rock tightly and evenly as possible on the rock below in such a manner retaining wall where shown on the plans or where directed by the that there will be no movement between the two. After setting a engineer. course of rock, all voids between the rocks shall be chinked on the back with quarry rock to eliminate any void sufficient to pass a 2 6-12.2 Materials (RC) inch square probe. Rock walls shall be formed of larger pieces of quarried basalt, 6-12.3.1 Rockery Backfill(RC) andesite or other igneous rock. Individual pieces of rock shall be sound and resistant to weathering. When broken into pieces The wall backfill shall consist of 1-1/2 inch minus crushed ' weighing 50 to 150 grams and tested for soundness with sodium rock or gravel conforming to section 9-03.9(3). This material will sulphate in accordance with aashto t104, the loss through cone- be placed to an 8 inch minimum thickness between the entire wall inch sieve after 6 cycles shall not exceed 35% by weight. and the cut or fill material. The backfill material will be placed in T lifts to an elevation approximately 6 inches below the course of The rock material shall be as nearly rectangular as possible so ' as to afford the minimum amount of void space between the blocks. rocks placed. The backfill will be placed after each course of No stone shall be used which does not extend through the wall. rocks. Any backfill material on the bearing surface of the rock The rock material shall be hard, sound, durable and free from course will be removed before setting the next course. weathered portions, seams, cracks and other defects. 6-12.3.2 Drain Pipe (RC) The rock density shall be a minimum of 160 pounds per cubic A 4 inch diameter perforated pvc pipe shall be placed as a foot. The source of supply and representative samples of the footing drain behind the rockeries as shown in the standard plans, material shall be approved by the engineer before delivery to the and connected to the storm drainage system where shown. ' site. The rock walls shall be constructed of one-man rocks, (85 to 6-12.3.3 Rejection Of Material (RC) 300 pounds) each 10" in its least dimension; two-man rocks, (300 The inspector will have the authority to reject any defective to 600 pounds) each 13" in its least dimension; three-man rocks material and to suspend any work that is being improperly done, (800 to 1,200 pounds) each 16" in its least dimension; four-man subject to the final decision of the engineer. All rejected material rocks(1,500 to 2,200 pounds)each 18" in its least dimension. The will be removed from the construction site and any rejected work rocks shall range uniformly in size for each classification specifies. shall be repaired or replaced at no additional cost to the Owner. The four-man rocks shall only be used for the first course of , rock in walls over 6 feet in height. 6-12.4 Measurement (RC) 6-12.3 Construction Requirements (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 rock unloading at the site will be done in such a manner the nearest square yard. as to segregate the rock by the size ranges indicated in the preceding paragraph. 6-12.5 Payment (RC) The walls shall be started by excavating a trench, not less than 6 inches or more than one foot in depth below subgrade in Payment will be made under the item "rock retaining wall", excavation sections, or not less than 6 inches or more than one foot per square yard. in depth below the existing ground level in embankment sections. The unit price per square yard shall be full compensation for Areas on which the rockery is to be placed shall be trimmed and the rockery/rock and retaining wall it place and shall include all work, dressed to conform to the elevation or slope indicated. The rock materials, and equipment required to complete the installation, wall construction shall start as soon as possible upon the including drainage pipe and all other items. completion of the cut or fill section. r Page-SP-32 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 y (galvanized) or aluminum coated (aluminized) corrugated iron or Conduits steel, and aluminum is corrugated aluminum alloy as specified in Sections 9-05.4 and 9-05.5. Where plain or reinforced concrete, steel, or aluminum are referred to in Section 7-02 it shall be understood that reference is 7-01 Drains also made to PVC. ' SECTION 7-01.2 IS 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 I, 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 used. sections: SECTION 7-01.3 IS REVISED AS FOLLOWS: Concrete Class 3000 6-02 Corrugated Steel Asphalt Treatment I 9-05.6(8) 7-01.3 Construction Requirements (RC) 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 SECTION 7-03.5 IS REVISED AS FOLLOWS: jointed with snap-on, screw-on, or wraparound coupling bands as recommended by the manufacturer of the tubing. 7-03.5 Payment_(RC� PVC underdrain pipe shall be jointed using either the flexible Payment 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. Diam.", per linear ' otherwise specified in the Plans. The bell shall be laid upstream. foot with Asphalt Treatment I.- PE or ABS drainage tubing underdrain pipe shall be jointed with "St. Str. Plate Pipe Arch Gage_Ft. In. Span", 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 1. 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 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, then it shall be incidental. 7-02 Culverts 7-04 Storm Sewers SECTION 7-02.2 IS REVISED AND SUPPLEMENTED AS FOLLOWS: SECTION 7-04.2 IS REVISED AS FOLLOWS:7-02.2 Materials_RCQ 7-04.2 Materials (RC) ' Materials shall meet the requirements of the following Where steel or aluminum are referred to in this Section in sections: regard to a kind of storm sewer pipe, it shall be understood that Plain Concrete Culvert Pipe 9-05.3(1) steel is zinc coated (galvanized)., Asphalt Treatment I Coated es Reinforced Concrete Culvert Pipe 9-05.3(2) (Auminized) corrugated iron or steel and Beveled Concrete End Sections 9-05.3(3) aluminum is corrugated aluminum alloy as specified in Sections 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 I 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-33 Revision Date:May 19, 1997 7-05 Manholes,Inlets,and Catch Basins 7-05 Manholes,Inlets,and Catch Basins , 7-04.3 Construction Requirements 7-05 Manholes, Inlets, and Catch Basins SECTION 7-04.3(1)B IS SUPPLEMENTED BY ADDING THE SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE i FOLLOWING: FOLLOWING: 7-04.3(1)B Pipe Bedding (RC) 7-05.3 Construction Requirements RC Pipe bedding for PVC sewer pipe shall consist of clean, granular pea gravel consistent with section 9-03.12(3). It shall be All manholes shall have eccentric cones and shall have placed to a depth of 6" over and 6" under the exterior walls of the ladders. pipe. SECTION 7-05.3(1) IS REVISED AND SUPPLEMENTED AS 7-04.3(2) Laying Storm Sewer Pipe FOLLOWS: SECTION 7-04.3(2)A IS REVISED AS FOLLOWS. 7-05.3(1) Adjusting Manholes and Catch Basins to , 7-04.3(2)A Survey Line and Grade GradeSRC) (RC) The existing cast iron ring and cover on manholes and the Survey line and grade will be provided by the Engineer or catch basin frame and grate shall first be removed and thoroughly contractor in a manner consistent with accepted practices and these cleaned for reinstalling at the new elevation. From that point, the specifications. existing structure shall be raised or lowered to the required SECTION 7-04.3(2)G IS SUPPLEMENTED BY ADDING THE elevation. The mater-i-Is and method of QoAQ4RJGt;oA sh— FOLLOWING: 7-04.3(2)G Storm Sewer Line Connections (RC) except a6 by the rAng, , All connections not occurring at a manhole or catch basin shall In unpaved streets: Manholes, catch basins and similar be done utilizing pre-manufactured tee connectors or pipe sections structures in areas to be surfaced with crushed rock or gravel shall approved by the Engineer. Any other method or materials be constructed to a point approximately eight inches below the , proposed for use in making connections shall be subject to approval subgrade and covered with a temporary wood cover. Existing by the Engineer. manholes shall be cut off and covered in a similar manner. The SECTION 7-04.4 IS REVISED AS FOLLOWS: contractor shall carefully reference each manhole so that they may be easily found upon completion of the street work. After placing 7-04.4 Measurement (RC) the gravel or crushed stone surfacing, the manholes and manhole castings shall be constructed to the finished grade of the roadway The length of storm sewer pipe will be the number of linear surface. Excavation necessary for bringing manholes to grade feet of completed installation measured along the invert and will shall center about the manhole and be held to the minimum area include the length through elbows, tees, and fittings. The number necessary. At the completion of the manhole adjustment, the void of linear feet will be measured from the center of manhole to around the manhole shall be backfilled with materials which result center of manhole or from the center of catch basin to center of in the section required on the typical road way section, and be catch basins and similar type structures. thoroughly compacted. SECTION 7-04.5 IS SUPPLEMENTED AND REVISED AS In cement concrete pavement: Manholes, catch basins and FOLLOWS: similar structures shall be constructed and adjusted in the same manner as outlined above except that the final adjustment shall be 7-04.5 Payment (RC) made and cast iron frame be set after forms have been placed and checked. In placing the concrete pavement, extreme care shall be The unit contract price per linear foot for storm sewer pipe of taken not to alter the position of the casting in any way. the kind and size specified shall be full pay for all work to In asphalt concrete pavement: Manholes shall not be adjusted complete the installation, including adjustment of inverts to until the pavement is completed, at which time the center of each manholes. When no bid item "gravel backfill for pipe bedding" is manhole shall be carefully relocated from references previously included in the Schedule of Prices, pipe bedding, as shown in the established by the contractor. The pavement shall be cut in a standard plans, shall be considered incidental to the pipe and no restricted area and base material be removed to permit removal of additional payment shall be made.n the cover. The manhole shall then be brought to proper grade utilizing the same methods of construction as for the manhole Testing of storm sewer pipe, if required by the Engineer, shall itself. The cast iron frame shall be placed on the concrete blocks be incidental to and included in the unit contract prices and wedged up to the desired grade. The asphalt concrete pavement for other items. shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the cast iron frame plus two feet. The base materials and crushed rock shall be removed and Class 3000 or Commercial Portland Cement Concrete shall be ' placed so that the entire volume of the excavation is replaced n 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-34 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 SECTION 7-05.4 IS REVISED AS FOLLOWS: hot asphalt cement or asphalt emulsion and shall be immediately 7-05.4 Measurement (RC) covered with dry paving sand before the asphalt cement solidifies. The inside throat of the manhole shall be thoroughly mortared and Manholes will be measured per each. Measurement of manhole heights for payment purposes will be the distance from plastered. Adiustment of inlets: The final alignment and grade of cast finished rim elevation to the invert of the lowest outlet pipe. iron frames for new and old inlets to be adjusted to grade will be Adiustments of new structures and miscellaneous items such established from the forms or adjacent pavement surfaces. The as valve boxes shall be considered incidental to the unit contract final adjustment of the top of the inlet will be performed in similar price of the new item and no furthur compensation shall be made. ' manner to the above for manholes. On asphalt concrete paving Adiustment of existing structures and miscelaneous items such as valve boxes shall be measured by "Adjust Existing ," per projects using curb and gutter section that portion of the cast iron each which shall be full pay for all labor and materials including all frame not embedded in the gutter section shall be solidly embedded concrete for the completed adjustment in accordance with Section in concrete also. The concrete shall extend a minimum of six ' inches beyond the edge of the casting and shall be left 2 inches 7-05.3(1)and the City of Renton Standard Details. below the top of the frame so that the wearing course of asphalt Connection to existing pipes and structures shall be measured concrete pavement will butt the cast iron frame. The existing r)�each' concrete pavement and edge of the casting shall be painted with hot SECTION 7-05.5 IS REVISED AND SUPPLEMENTED AS asphalt cement Adjustments in the inlet structure shall be FOLLOWS: constructed in the same manner and of the same material as that required for new inlets. The inside of the inlets shall be mortared 7-05.5 Payment (RC) and plastered. "AdiustMaplaWe Existing " per each. Monuments and cast iron frame and cover: Monuments and The unit contract price per each for "Adjust monument castings shall be adjusted to grade in the same manner Existing " shall be full pay as for manholes. for all costs necessary to make the adjustment including restoration Valve box castings: Adjustments of valve box castings shall be of adjecent areas in a manner acceptable to the Engineer. trade in the same manner as for manholes. "Structure Excavation Class B",per cubic yard. SECTION 7-05.3(2)IS REVISED AS FOLLOWS; "Structure Excavation Class B Incl. Haul", per cubic yard. ' Structure excavation for concrete inlets and area inlets is 7-05.3(2) Abandon Existing Manholes (RC) considered incidental to the cost of the inlets and shall be included Where it is required that an existing manhole be abandoned, in the unit contract price for the concrete inlet and the area inlet. If the structure shall be broken down to a depth of at least 4 feet no bid item for Structure Excavation Class A or Structure below the revised surface elevation, all connections plugged, the Excavation Class B is included in the schedule of prices then the manhole base shall be fractured to prevent standing water, and the work will be considered incidental and its cost should be included manhole filled with sand and compacted to 90 percent density as in the cost of the pipe. specified in Section 2-03.3(14)C. Debris resulting from breaking "Connect to Existing Catch Basin," per each. the upper part of the manhole may be mixed with the sand subject "Connect Structure to existing pipe,"per each. to the approval of the Engineer. The ring and cover shall be salvaged and all other surplus material disposed of. 7-08 General Pipe Installation Requirements SECTION 7-05.3(3) IS SUPPLEMENTED BY ADDING THE SECTION 7-08.3(1)C SUPPLEMENTED AS FOLLOWS. FOLLOWING: 7-08.3(1)C Pipe Zone Bedding_RCZ(SA) 7-05.3(3) Connections to Existing Manholes (RC) Hand compaction of the bedding materials under the pipe Where shown on the plans new drain pipes shall be connected haunches will be required Hand compaction shall be accomplished to existing line catch basin curb inlets and/or manholes. The by using a suitable tamping tool to firmly tamp bedding material contractor shall be required to core drill into the structure, shape under the haunches of the pipe. Care shall be taken to avoid the new pipe to fit and regrout the opening in a workmanlike displacement of the pipe during the compaction effort. ' manner. Where directed by the engineer or where shown on the Pipe bedding shall be considered incidental to the pipe and no plans, additional structure channeling will be required. further compensation shall be made. A "Connection to existing" item will be allowed at any SECTION 7-08.3(2)E IS SUPPLEMENTED AS FOLLOWS: connection of a new line to an existing structure, or the connection of a new structure to a existing line. No "connection to existing" 7-08.3(2)E Rubber Gasketed Joints C will be accepted at the location of new installation relocation and In laying pipe with rubber gaskets, the pipe shall be handled adjustment of line manholes catch basins or curb inlets. carefully to avoid knocking the gasket out of position or Any damage to existing pipe or structure that is to remain in contaminating it with foreign material. Any gasket so disturbed place resulting from the Contractor's operations shall be repaired shall be removed, cleaned, relubricated if required, and replaced or replaced at his own expense. before joining the sections. The unit bid price per each shall be full compensation for all The pipe shall be properly aligned before joints are forced ' labor, materials and equipment required. 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-35 Revision Date:May 19, 1997 7-08 General Pipe Installation Requirements 7-08 General Pipe Installation Requirements ' tightening shall be removed and replaced at no expense to the Pipe shall be kept clean during and after laving. All openings in Contracting Agency. the pipe line shall be closed with water tight expandable type sewer , Care shall be taken by the CONTRACTOR to avoid over plugs at the end of each day's operation or whenever the pipe thing the pipe and damaging the pipe or joint system. Any openings are left unattended. The use of burlap, wood or other damaged pipe shall be replaced by the Contractor at his expense. similar temporary plugs will not be permitted. Care shall be taken to properly align the pipe before joints are Where necessary to raise or lower the pipe due to unforeseen entirely forced home. During insertion of the tongue or spigot, the obstructions or other causes, the ENGINEER may change the pipe shall be partially supported by hand, sling or crane to alignment and/or the grades. Except for short runs which may be minimize unequal lateral pressure on the gasket and to maintain permitted by the ENGINEER, pipes shall be laid uphill on grades concentricity until the gasket is properly positioned. Since most exceeding 10 percent. Pipe which is laid on a downhill grade shall ' gasketed joints tend to creep apart when the end of the pipe is be blocked and held in place until sufficient support is furnished by deflected and straightened, such movement shall be held to a the following pipe to prevent movement. minimum once the joint is home. Unless otherwise required, all pipe shall be laid straight SECTION 7-08.3(2)1 IS AN ADDED NEW SECTION. between the changes in alignment and at uniform grade between , changes in grade. For concrete pipes with elliptical reinforcement 7-08.3(2)J Placing PVC Pipe RQ the pipe shall be placed with the minor axis of the reinforcement in In the trench, prepared as specified in Section 7-02.3(1) PVC a vertical position. pipe shall be laid beginning at the lower end, with the bell end Immediately after the pipe joints has been made proper gasket grade. Pea gravel will be used as the bedding material and placement shall be checked with a feeler gage as approved by the extend from 6" below the bottom of the pipe to 6" above the-top of pipe manufacturer to verify proper gasket placement. the pipe. When it is necessary to connect to a structure with a SECTION 7-08.3(2)G IS SUPPLEMENTED BY ADDING THE , mudded joint a rubber gasketed concrete adapter-collar will be used FOLLOWING. at the point of connection. 7-08.3(2)G Sewer Line Connections (RC) 7-08.3(2)A Survey Line and Grade Unless otherwise approved by the Engineer, all connections of Survey line and grade control shall be provided in accordance lateral sewers to existing mains shall be made through a cast iron with Sections 1-05.4, 1-05.5 and 1-11 saddle secured to the sewer main with stainless steel bands. When min a manner consistent with accepted practices. the existing main is constructed of vitrified clay, plain or The Contractor shall transfer line and grade into the trench reinforced concrete, cast or ductile iron pipe, the existing main , where they shall be carried by means of a laser beam using 50 foot shall be core drilled. minimum intervals for grade staking. Any other procedure shall Connections (unless booted connections have been provided have the written approval of the Engineer. for) to existing concrete manholes shall be core-drilled, and shall have an "O" ring rubber gasket meeting ASTM C-478 in a manhole coupling equal to the Johns-Manville Asbestos-Cement collar, or use a conical type flexible seal equal to 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 SECTION 7-08.3(2)B IS SUPPLEMENTED BY ADDING THE FOLLOWS. FOLLOWING: 7-08.4 Measurement (SA) , 7-08.3(2)B Pipe Laying (RC) Gravel backfill for foundations, or gravel backfill for pipe Checking of the invert elevation of the pipe may be made by zone bedding when used for foundations, shall be measured by the calculations from measurements on the top of the pipe, or by cubic yard, including haul, as specified in 2-09.,or by the TON. looking for ponding of 1/2" or less, which indicates a satisfactory Concrete for plugging existing pipes will be measured by the condition. At manholes, when the downstream pipe(s) is of a cubic yard for the volume which would be required to completely larger size, pipe(s) shall be laid by matching the(eight-tenths) flow fill the pipe for a distance of two diameters. Computation for elevation,unless otherwise approved by the Engineer. corrugated metal pipes will be based on the nominal diameter. All pipe, fittings, etc. shall be carefully handled and protected Excavation of the trench will be measured as structure against damage, impact shocks, and free fall. All pipe handling excavation Class B or structure excavation Class B including haul, equipment shall be acceptable to the ENGINEER. Pipe shall not by the cubic yard as specified in Section 2-09. When excavation ' be placed directly on rough ground but shall be supported in a below grade is necessary, excavation will be measured to the limits manner which will protect the pipe against injury whenever stored ordered by the Engineer. at the trench site or elsewhere. No pipe shall be installed where Embankment construction before culvert placement under the the lining or coating show defects that may be harmful as applicable provisions of Section 7-08.3(1)A will be measured in determined by the ENGINEER. Such damaged lining or coating accordance with Section 2-03. shall be repaired, or a new undamaged pipe shall be furnished and Shoring or extra excavation class B will be measured as installed. specified in Section 2-09.4. , 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. Page-SP-36 Revision Date:May 19, 1997 1 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 7-11 Pipe Installation for Water Mains FOLLOWS: 7-08.5 Payment l (SA) 7-11.3 Construction Details (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: 7-11.3(4) Laying of Pipe on Curves "Gravel Backfill for Foundations", per cubic yard, or Ton. SECTION 7-11.3(4)A HAS BEEN REVISED AS FOLLOWS: "Gravel Backfill for Pipe Zone Bedding", per cubic yard, or Ton. 7-11.3(4)A Ductile Iron Pipe (RC) "Commercial Concrete", per cubic yard. Long radius (500feet or more) curves, either horizontal or "Structure Excavation Class B", per cubic yard. vertical, may be laid with standard pipe by deflecting the joints. If "Structure Excavation Class B Incl. Haul", per cubic yard. the pipe is shown curved in the Plans and no special fittings are Unless specifically identified and provided as separate items, shown, the Contractor can assume that the curves can be made by structure excavation, dewatering and backfilling shall be incidental deflecting the joints with standard lengths of pipe. If shorter to pipe installation and no further compensation shall be made. lengths are required, the Plans will indicate maximum lengths that "Shoring or Extra Excavation Class B", per square foot. can be used. The amount of deflection at each pipe joint when pipe If this pay item is not in the contract, then it shall be is laid on a horizontal or vertical curve shall not exceed one half of incidental. the manufacturer's printed recommended deflections. SECTION 7-11.3(4)B IS SUPPLEMENTED AS FOLLOWS: 7-10 Trench Exc., Bedding, and Backfill for Water M 7-11.3(4)B Polyvinyl Chloride (PVC) Pipe (4 inches ains and Over) (RC) SECTION 7-10.4 IS REVISED AS FOLLOWS: Polyvinyl Chloride (PVC) Pipe shall not be used for water mains and appurtenances. 7-10.4 Measurement (RC) THE TITLE AND TEXT OF SECTION 7-11.3(6) HAS BEEN Measurement of bank run gravel for trench backfill will be by REVISED AS FOLLOWS: the cubic yard measured by the calculation of neat lines based on maximum trench width per Section 2-09.4 or by the ton, in 7-11.3(6) Laying Ductile Iron Pipe and Fittings with accordance with Section 1-09. Polyethylene Encasement (RC) own ;: dw-RU:s, &The Contractor shall lay ductile 7-10.5 IS REVISED AND SUPPLEMENTED AS FOLLOWS: iron pipe with a polyethylene encasement. Pipe and polyethylene ' 7-10.5 Payment (RC) 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 rvbir-yacd. 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 Payment for "removal with ANSI/AWWA C105/A21.5-93. and replacement of unsuitable material" will be considered Installation of the polyethylene encasement shall be considered incidental to or calculated under other bid items and no further incidental to the installation of the pipe and no additional payment compensation will be made. shall be allowed. 4. "Bank Run Gravel for Trench Backfill", per cubic yard 7-11.3(7)A AND 7-I1.3(7)B HAVE BEEN DELETED AND or ton. The unit contract price per cubic yard or ton for "Bank Run REPLACED BY THE FOLLOWING Gravel for Trench Backfill" shall be full pay for all work to 7-11.3(7) Laying Steel Pipe (RC) furnish, place, and compact the material in the trench. Also Steel pipe shall not be used. included in the unit contract price is the disposal of excess and unusable material excavated from the trench. SECTION 7-11.3(9)A IS REVISED AND SUPPLEMENTED AS 6. "Foundation Material" ,per ton or cubic yard. FOLLOWS. Payment at the unit contract price for "foundation material" 7-11.3(9)A Connections to Existing Mains (RC) shall be full compensation for excavating and disposing of the The Contractor may be required to perform the connection unsuitable material and replacing with the appropriate foundation during times other than normal working hours. The Contractor material per Section 9-30.713(1). shall not operate any valves on the existing system wi&Iteut-sPcifG i the Engines . Water system personnel will operate all valves on the existing system for the contractor when required. No work shall be performed on the connections unless a representative of the water department is present to inspect the work. When not stated otherwise in the special provisions or on the plans all connections to existing water mains will be done by City forces as provided below: Citv Installed connections: Page-SP-37 Revision Date:May 19, 1997 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 registering 1 gallon per revolution. The meter shall be approved by drawings. The contractor must verify all existing piping, the Engineer. dimensions, and elevations to assure proper fit. Acceptability of the test will be determined as follows: Connections to the existing water main shall not be made Acceptability of the test will be determined by two factors as without first making the necessary arrangements with the Engineer follows: in advance. 1. The quantity of water lost from the main shall not exceed A two-week advance notice shall be required for each the number of gallons per hour as listed in the following connection which requires a cutting of the existing water mains or a table. shut-down of the existing water mains. The City reserves the right 2. The loss in pressure shall not exceed 5 psi during the 2 hour to re-schedule the connection if the work area is not ready at the test period. , scheduled time for the connection. All water used to perform hydrostatic pressure shall be Work shall not be started until all the materials, equipment charged a usage fee. and labor necessary to properly complete the work are assembled on site. Allowable leakage per 1000 ft. of pipeline*-in GPH The Contractor shall provide all saw-cutting, removal and disposal of existing surface improvements, excavation, haul and Nominal Pipe Diameter in inches disposal of unsuitable materials, shoring, de-watering, foundation PSI 6" 8" 10" 12" 16" 20" 24" material, at the connection areas before the scheduled time for the 450 0.95 1.27 1.59 1.91 2.55 3.18 3.82 connection by the City. The Contractor shall provide all materials 400 0_90 1.20 1_50 1.80 2_40 3_00 3_60 necessary to install all connections as indicated on the construction 350 0_94 1.12 1_40 1.69 2.25 2.81 3.37 plans, including but not limited to the required fittings, couplings, 275 0.75 1_00 1.24 1.49 1_99 2.49 2_99 pipe spools, shackle materials to complete the connections. The 250 0.71 0.95 1.19 1.42 1_90 2.37 2.85 Contractor shall provide and install concrete blocking, polywrap 225 0_68 0_90 1.13 1.35 1.80 2.25 2.70 the piping at the connections, backfull and surface restoration at the 200 0.64 0.85 1.06 1.28 1.70 2.12 2.55 locations shown on the plans for the connections to the existing *If the pipeline under test contains sections of various water mains. diameters, the allowable leakage will be the sum of the computed , The City will cut the existing main and assemble all materials. leakage for each size. For those diameters or pressures not listed, the formula below shall be used: SECTION 7-11.3(11) IS SUPPLEMENTED AND REVISED AS The quantity of water lost from the main shall not exceed the FOLLOWS: number of gallons per hour as determined by the formula , 7-11.3(11) Hydrostatic Pressure Test (RC) L=NDFP A hydrant meter and a back flow prevention device will be 7400 used when drawing water from the City system. These may be in which , obtained from the City by completing the required forms and L = Allowable leakage,gallons/hour making required security deposits. There will be a charge for the N = No. of joints in the length of pipeline tested water used. Before applying the specified test pressure, air shall D = Nominal diameter of the pipe in inches be expelled completely from the pipe, valves and hydrants. If P = Average test pressure during the leakage test,psi permanent air vents are not located at all high points, the contractor shall install corporation cocks at such points so that the air can be expelled as the line is filled with water. After all the air has been SECTION 7-11.3(12)A SHALL BE REVISED AND expelled, the corporation cocks shall be closed and the test pressure applied. At the conclusion of the pressure test, the SUPPLEMENTED AS FOLLOWS: corporation cocks-shall be removed and plugged. 7-11.3(12)A Flushing and "Poly-pigging"(RC) The mains shall be filled with water and allowed to stand Sections of pipe to be disinfected shall first be Au&h 3poly- under pressure for a minimum of 24 hours to allow the escape of pigged to remove any solids or contaminated material that may air and allow the lining of the pipe to absorb water. The State will have become lodged in the pipe. If no hydr m:s installed at the and ftimish the water necessary to full the pipelines for testing purposes the main cannot be "poly-pigged", then a tap shall be at a time of day when sufficient quantities of water are available for provided large enough to develop a velocity of at least 2.5 fps in normal system operation. the main. The test shall be accomplished by pumping the main up to the The "Poly-pig" shall be equal to Girard Industries Aqua- required pressure, stopping the pump for a minimum of two hours, Swab-AS 2lb/cu-ft density foam with 90A durometer urethane and then pumping the main up to the test pressure again. During rubber coating on the rear of the "Poly-pig" only. The "Poly-pig" the test, the Section being tested shall be observed to detect any shall be cylinder shaped with bullet nose or squared end. 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 Dechlorination of all water used for disinfection shall be concentration of 50 mg/l. accomplished in accordance with the City's standard detail. Water The quantity of water required to restore the pressure shall be containing chlorine residual in excess of that carried in the existin accurately determined by either 1) pumping from an open container water system shall not be disposed into the storm drainage system of suitable size such that accurate volume measurements can be or any water way. 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 , Page-SP-38 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 Joint restrainer system components: REPLACED WITH. Tiebolt: ASTM A242, type 2, zinc plated or hot-dip galvanized. SST 7:5/8" for 2" and 3" mechanical joints, 3/4" for 7-11.3(12)D Dry Calcium Hypochlorite (RC) 4" to 12" mechanical joints, ASTM A325, type 313, except tensile Dry calcium hypochlorite shall not be placed in the pipe as strength of full-body threaded section shall be increased to 40,000 laid. lbs. minimum for 5/8" and 60,000 lbs. minimum for 3/4" by heat SECTION 7-11.3(12)K HAS BEEN REVISED AS FOLLOWS: treating (quenching and tempering) to manufactures reheat and hardness specifications. SST 753: 3/4" for 14" to 24" mechanical 7-11.3(12)K Retention Period (RC) joints. same ASTM specification as SST 7. SST 77: 3/4" same as Treated water shall be retained in the pipe at least 24 hours SST 7 except I" eye for 7/8" rod. same ASTM specification as but no long than 48 hours. After this period, the chlorine residual SST 7. at pipe extremities and at other representative points shall be at Tienut: heavy hex nut for each tiebolt: SS8: 5/8" and 314", least 25 mg/l. ASTM A563 grade C3 or zinc plated. S8: 5/8" and 3/4", ASTM SECTION 7-11.3(12)N HAS BEEN REVISED AS FOLLOWS: A563 grade A zinc plated or hot-dip galvanized Tiecoupling: used to extend continuous threaded rods and are 7-11.3(12)N Final Flushing and Testing (RC) provided with a center stop to aid installation zinc plated or hot- Before placing the lines into service, a satisfactory report shall dip galvanized. SS10: for 5/8" and 314" tierods, ASTM A563 be received from the local or State health department or an grade C3. S10: for 5/8" and 3/4" tierods, ASTM A563, grade A. approved testing lab on samples collected from representative Tierod: continuous threaded rod for cutting to desired lengths, points in the new system. Samples will be collected and zinc plated or hot-dip galvanized. SS12: 5/8" and 3/4" diameter, bacteriological tests obtained by the Engineer. ASTM A242 type 2• ANSI B1.1. S12: 518" and 3/4" diameter, SECTION 7-11.3(13) HAS BEEN SUPPLEMENTED BY ASTM A36, A307. ADDING THE FOLLOWING: Tiewasher: round flat washers, zinc plated or hot-dip 7-11.3(13) Concrete Thrust Blocking and Dead-Man galvanized. SS17-. ASTM A242, F436. S17: ANSI B18.22.1. Installation: Block (RC) Install the joint restraint system in accordance with the Provide concrete blocking at all hydrants, fittings and manufactures instructions so all joints are mechanically locked horizontal or vertical angle points. Conform to The City of Renton together to prevent joint separation. Tiebolts shall be installed to standard details for general blocking and vertical blocks herein. pull against the mechanical joint body and not the MJ follower. All fittings to be blocked shall be wrapped with 8-mil polyethylene Torque nuts at 75-90 foot pounds for 3/4" nuts. Install tiecouplings plastic Concrete blocking shall be properly formed with plywood with both rods threaded equal distance into tiecouplings. Arrange or other acceptable forming materials and shall not be poured tierods symmetrically around the pipe. around joints The forms shall be stripped prior to backfilltng. 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 Pipe Diameter Number of 3/4" plans The dead-man block shall include reinforcing steels, shackle Tie Rods Required rods, installation and removal of formwork. 4" — 2 Blocking shall be commercial concrete (hand mixed concrete 6. 2 is not allowed)and poured in place. 8" ...........................................3 SECTION 7-11.3(15)IS A NEW ADDITIONAL SECTION. 10..............................................4 12............................................6 7-11.3(15) Joint Restraint Systems (RC) 14............................................8 General: 16"...................... .8 .................... Where shown on the plans or in the specifications or required by 18............................................8 the engineer, joint restraint system(shackle rods) shall be used. all 20............................................10 joint restraint materials used shall be those manufactured by star 24............................................14 national products 1323 holly avenue PO box 258, Columbus Ohio 30" .................................(16-7/8"rods) 43216 unless an equal alternate is approved in writing by the 36" .............................(24-7/8"r2ds) 1 engineer. Materials: Steel types used shall be: High strength low-alloy steel(cor-ten), ASTM A242, heat- Where a manufactures mechanical joint valve or fitting is treated superstar "SST" series. supplied with slots for "T" bolts instead of holes a flanged valve High strength low-alloy steel(cor-ten), ASTM A242, superstar with a flange by mechanical joint adapter shall be used instead, so "SS" series. as to provide adequate space for locating the tiebolts. Items to be galvanized are to meet the following requirements: Where a continuous run of pipe is required to be restrained, ASTM A153 for galvanizing iron and steel hardware. no run of restrained pipe shall be greater than 60 feet in length ASTM A123 for galvanizing rolled pressed and forged steel between fittings Insert long body solid sleeves as required on shapes. 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-39 Revision Date:May 19, 1997 7-12 Valves for Water Mains 7-12 Valves for Water Mains , Where poly wrapping is required all tiebolts, tienuts, 7-12 Valves for Water Mains tiecouplings, tierods, and tiewashers, shall be galvanized. All disturbed sections will be painted, to the inspectors satisfaction, SECTION 7-12.02 HAS BEEN REVISED AS FOLLOWS: ' with koppers bitomastic no. 300-m, or approved equal. Where poly wrapping is not required all tiebolts, tienuts, SECTION 7-12.3(I)HAS BEEN REVISED AS FOLLOWS. tiecouplings, tierods and tiewashers may be galvanized as specified in the preceding paragraph or plain and painted in the entirety with 7-12.3(1) Installation of Valve Marker Post�C� koppers bitumastic no. 800-m, or approved equal. Where required, a valve marker post shall be furnished and Tiebolts, tienuts, tiecouplings, tierods, and tiewashers shall be installed with each valve. Valve marker posts shall be placed at the considered incidental to installation of the pipe and no additional edge of the right-of-way opposite the valve and be set with payment shall be made. 18 inches of the post exposed above grade. 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 SECTION 7-12.3(2)IS A NEW SECTION.• included as separate pay items. If not included as separate pay items in the contract, then thrust blocking and dead-man blocks 7-12.3(2) Adjust Existing Valve Box to Grade_(.RCZ shall be considered incidental to the installation of the water main Valve boxes shall be adjusted to grade in the same manner as and no further compensation shall be made. for manholes, as detailed in Section 7-05.3(1) of the Renton Measurement for payment for connections to existing water Standards. Valve box adjustments shall include, but not be limited mains will be per each for each connection to existing water to, the locations shown on the Plans. main(s)as shown on the plans. Existing roadway valve boxes shall be adjusted to conform to SECTION 7-I1.5 HAS BEEN REVISED AS FOLLOWS. final finished grades. The final installation shall be made in accordance with the applicable portions of Section 7-12. 7-11.5 Payment (RC) In the event that the existing valve box is plugged or blocked with debris, the Contractor shall use whatever means necessary to "_Pipe for Water Main and Fittings In. Diam.", per remove such debris, leaving the valve installation in a fully lineal foot. operable condition. The unit contract price per linear foot for each size and kind The valve box shall be set to an elevation tolerance of one- of _Pipe for Water Main In. Diam." shall be full pay for fourth inch(1/4")to one-half inch(1/2")below finished grade. all work to complete the installation of the water main including but not limited to trench excavating, bedding, laying and jointing SECTION 7-12.4 IS SUPPLEMENTED BY ADDING THE pipe and fittings, backfilling, concrete thrust blocking, installation FOLLOWING. of polyethylene wrap, cleaning by poly-pigs, vertical crosses for insertion and removal of poly-pigs, temporary thrust blocks and 7-12.4 Measurement blow-off assemblies, testing, flushing, disinfecting the pipeline, Adjustment of existing valve boxes to grade shall be measured shackle rods, abandoning and capping existing water mains, per each, if included as a separate pay item in the Contract; if not a removing miscellaneous pipes, removing and salvaging existing separate pay item but required to complete the work, then value hydrant assemblies, and other appurtenances to be abandoned as box adjustment shall be considered incidental. shown on the plans,and cleanup. Hydrant auxiliary gate valve will be included in the "Concrete Thrust Blocking and Dead-Man Blocks", per cubic measurement for hydrant assembly and will not be included in this yard. measurement item. The unit contract price bid for "Concrete Thrust Blocking and ' Dead-Man Block" Shall be for the complete cost of labor, SECTION 7-12.5 IS DELETED AND REPLACED WITH THE materials, equipment for the installation of the concrete thrust FOLLOWING. blocks and dead- man blocks, including but not limited to "Gate Valve from 4 inch to 10 inch in diameter and Valve excavation, dewatering, haul and disposal of unsuitable materials, Box,"per each. concrete, reinforcing steel, shackle rods and formwork. If this The unit contract price per each for the valve of the specified item is not included in the contract schedule of prices, then thrust size shall be full pay for all labor, equipment and material to blocking and dead-man blocks shall be considered incidental to the furnish and install the valve complete in place on the water main, installation of the pipe and no further compensation shall be made. including trenching jointing blocking of valve, painting, "Connection to Existing Water Mains",per each. disinfecting hydrostatic testing cast-iron valve box and extensions The unit contract price per each connection to existing water as required, valve nut extensions, adjustment to final grade. mains shall be for complete compensation for all equipment, labor, "12 inch Gate Valve and Concrete Vault," per each. materials required for the connections to the existing water mains. The unit contract price per each for the 12" gate valve assembly, shall be full pay for all labor, equipment and material to furnish and install the valve complete in place on the water main, including trenching jointing blocking of valve by-pass assembly, cast-iron casting and cover, ladder rung concrete risers as required, adjustment to final grade. "16 inch and larger Butterfly Valve and Concrete Vault," per each. Page-SP-40 Revision Date:May 19, 1997 7-14 Hydrants 7-14 Hydrants The unit contract price per each for the 16" and larger cast iron valve box and cover, 3/4" shackle rods and accessories butterfly valve assembly, shall be full pay for all labor, equipment concrete blocks and two concrete guard posts (only if hydrants are and material to furnish and install the valve complete in place on outside right-of-way). the water main including trenching, jointing, blocking of valve, Joint restraint(Shackle Rods) shall be installed in accordance painting disinfecting hydrostatic testing, concrete vault, cast-iron with Section 7-11.3(15). casting and cover, ladder, concrete risers as required, adjustment SECTION 7-14.3(3) IS SUPPLEMENTED BY ADDING THE to final grade. FOLLOWING: "Blow-off assembly," per each. The unit contract price per each for each blow-off assembly 7-14.3(3) Resetting Existing Hydrants (RC) shall be for all labor, equipment and material to complete the 'This work shall conform to Section 7-14.3(1). All hydrants installation of the assembly per the City of Renton Water Standard shall be rebuilt to the approval of the City(or replaced with a new Detail, latest revision. hydrant). All rubber gaskets shall be replaced with new gaskets of "Air-Release/Air-Vacuum Valve Assembly," per each. the type required for a new installation of the same type. ' The unit contract price per for air-release/air-vacuum valve assembly shall be for all, labor, equipment and material to SECTION 7-I4.3(4) IS SUPPLEMENTED BY ADDING THE complete the installation of the assembly including but not limited FOLLOWING: to excavating tapping the train, laving and jointing the pipe and fittings and appurtenances, backfilling, testing, flushing, and 7-14.3(4) Moving Existing Hydrants (RC) disinfection meter box and cover, at location shown on the plans, All hydrants shall be rebuilt to the approval of the City(or and per City of Renton Standard Detail, latest revision. - replaced with a new hydrant). All rubber gaskets shall be replaced "Adjust Existing Valve Box to Grade(RC)," per each. with new gaskets of the type required for a new installation of the The contract bid price for "Adjust Existing Valve Box to same type. Grade" above shall be full compensation for all labor, material, SECTION 7-14.5 IS REVISED AS FOLLOWS: tools and equipment necessary to satisfactorily complete the work as defined in the Contract Documents, including all incidental 7-14.5 Payment (RC) work. If not included as a separate pay item in the Contract, but required to complete other work in the Contract, then adjustment of Payment will be made in accordance with Section 1-04.1, for valve boxes shall be considered incidental to other items of work each of the following bid items that are included in the proposal: and no futher compensation shall be made. "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, p:ftG� t* the ,v,,.e. „ T.,,.',.,+a.g wouGh;s, joi„ging h� tie rods, concrete blocks, gravel, and painting and guard posts vahco, Painting, disinfOG444g, hydr-ostntig tasting, "al"a boxes,-and required for the complete installation of the hydrant assembly as marker.post. specified. The pipe connecting the hydrant to the main shall be considered incidental and no additional payment shall be made.* 7-14 Hydrants "Resetting Existing Hydrants",per each. 7-14.3 Construction Details_RCZ The unit contract price per each for "Resetting Existing Hydrant" shall be full pay for all work to reset the existing SECTION 7-14.3(1) IS REVISED AND SUPPLEMENTED AS hydrant, including rebuilding (or replacement with a new hydrant), FOLLOWS: shackling, blocking, painting, and guard posts and reconnecting to the main. The new pipe connecting the hydrant to the main shall be 7-14.3(1) Setting Hydrants (RC) considered incidental and no additional payment shall be made. After all installation and testing is complete, the exposed portion of the hydrant shall be painted with onetwo field coats. The Guard posts, shown on the plans shall type and color of paint will be designated by the Engineer. be incidental to the contract. Any hydrant not in service shall be identified by covering with "Moving Existing Hydrants",per each. a burlap or plastic bag approved by the Engineer. The unit contract price per each for "Moving Existing Hydrants shall be installed in accordance with AWWA Hydrant" shall be full pay for all work to move the existing specifications C600-93 Sections 3.7 and 3.8.1 and the City of hydrant, including new tee, rebuilding (or replacement with a new Renton standard details. Hydrant and guard posts shall be painted hydrant) shackling, blocking, painting, and guard posts and in accordance with the water standard detail. Upon completion of reconnecting to the main. The new pipe connecting the hydrant to the project all fire hydrants shall be painted to The City of Renton the main shall be considered incidental and no additional payment specifications and guard posts painted with two coats of shall be made preservative paint NO. 43-655 safety yellow or approved equal. specifind in Savtwii 7. Guard posts shown on the plans shall Fire hydrants shall be of such length as to be suitable for be incidental to the contract. installation with connections to 6", 8" AND 10" piping in trenches 3 - 1/2 feet deep unless otherwise specified. The hydrant shall be designed for a 4-1/2 foot burial where 12" and larger pipe is shown unless otherwise noted on the plan. Fire hydrant assembly shall include: cast-iron or ductile iron tee(MJ x FL) 6" gate valve(FL x MJ), 6" DI spool (PE x PE), 5- 1/4" MVO fire hydrant (MJ connection), 4" x 5" Stortz adapter, Page-SP-4l Revision Date:May 19, 1997 7-15 Service Connections 7-17 Sanitary Sewers 7-15 Service Connections SECTION 7-17.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING. SECTION 7-15.3 IS SUPPLEMENTED AS FOLLOWS: 7-17.3(2)H Television Inspection (RC) ' Once the television inspection has been completed the 7-15.3 Construction Details (RC) contractor shall submit To the Engineer the written reports of the Pipe materials used to extend or replace existing water service inspection plus the video tapes. Said video tapes are to be in color lines shall be copper. and compatible with the City's viewing and recording systems. The Where instalation is in existing paved streets, the service lines City system accepts 1/2" wide high density VHS Tapes. The tapes shall be installed by a trenchless percussion and impact method will be run at standard speed SP(1 5/16 I.P.S.). (hoe-hogging). If the trenchless percussion and impact method SECTION 7-17.4 IS REVISED AND SUPPLEMENTED AS , fails, regular open trench methods may be used. FOLLOWS. SECTION 7-15.5 IS SUPPLEMENTED AS FOLLOWS: 7-17.4 Measurement R�C� 7-15.5 Payment (RC) The length of sewer pipe will be the number of linear feet of , completed installation measured along the invert and will include Payment will be made in accordance with Section 1-04.1, for the length through elbows, tees and fittings. The number of linear the following bid item when it is included in the proposal: feet will be measured from the center of manhole to center of "Service Connection_In. Diam.", per each. manhole or to the inside face of catch basins and similar type The unit contract price per each for "Service Connection_ structures. In. Diam." shall be full pay for all work to install the service The length of testing sewer pipe in conformance with connection, including but not limited to, excavating or oe- Section 7-17.3(2) will be the number of linear feet of completed hogging), tapping the main, laying and jointing the pipe and fittings installation actually tested. and appurtenances, backfilling, testing, flushing, and disinfection Measurement of "Bank Run Gravel for Trench Backfill of the service connection. 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 7-17 Sanitary Sewers tickets. SECTION 7-17.5 IS REVISED AND SUPPLEMENTED AS SECTION 7-17.2 HAS BEEN REVISED AS FOLLOWS: FOLLOWS: , 7-17.5 Payment (RC) 7-17.2 MaterialsC)(R (SA) Payment will be made in accordance with Section 1-04.1, for Pipe used for sanitary sewers may be: each of the following bid items that are included in the proposal: Rigid Flexible "Plain Conc. er-�Sewer Pipe _ In. Diam.", per linear , Concrete ADS compfoot. Ali•-T &Qa�L PVC(Polyvinyl Chloride) "Cl. _ Reinf. Conc. Sewer Pipe _ In. Diam.", per linear Ductile Iron foot. Materials shall meet the requirements of the following "PVC Sanitary Sewer Pipe_In. Diam.",per linear foot. sections. "Ductile Iron Sewer Pipe_In. Diam.",per linear foot. Plain Concrete Storm Sewer Pipe 9-05.7(1) "ADS Cemp96ity So1u9F Pip@_r" DiaM ' ^@;'i^o"-c Reinforced Concrete Storm Sewer Pipe 9-05.7(2) The unit contract price per linear foot for sewer pipe of the Vitrifiod CWy Sawn-Aida 94521 kind and size specified shall be full pay for furnishing, hauling, and PVC Sanitary Sewer Pipe 9-05.12(1) assembling in place the completed installation including all wyes, Ductile Iron Sewer Pipe 9-05.13 tees, special fittings, joint materials, bedding material, and ASS cemgesito Sawa;Pipe °05141 adjustment of inverts to manholes for the completion of the installation to the required lines and grades. All pipe shall be clearly marked with type, class, and "Testing Sewer Pipe",per linear foot. thickness. Lettering shall be legible and permanent under normal The unit contract price per linear foot for "Testing Sewer conditions of handling and storage. Pipe" shall be full pay for all labor, material and equipment SECTION 7-17.3(l) IS SUPPLEMENTED BY ADDING THE required to conduct the leakage tests required in Section 7-17.3(2). FOLLOWING: If no unit price for "Testing Sewer Pipe" is included it shall be considered incidental to the pipe items. 7-17.3(1) Protection of Existing Sewerage Facilities "Removal and Replacement of Unsuitable Material", per (RC) cubic yard. When extending an existing sewer, the downstream system The unit contract price per cubic yard for "Removal and shall be protected from construction debris by placing a screen or Replacement of Unsuitable Material" shall be full pay for all work trap in the first existing manhole downstream of the connection. It to remove unsuitable material and replace and compact suitable shall be the contractor's responsibility to maintain this screen or material as specified in Section 7-08.3(1)A. trap until the new system is placed in service and then to remove it. "Bank Run Gravel for Trench Backfill Sewer", per cubic Any construction debris which enter the existing downstream yard,or Ton. system, shall be removed by the contractor at his expense, and to The unit contract price per cubic yardior Ton for "Bank Run the satisfaction of the Engineer. When the first manhole is set, it's Gravel for Trench Backfill Sewer" shall be full pay for all work to outlet shall be plugged until acceptance by the Engineer. furnish, place, and compact material in the trench. "Television Inspection",per Lump Sum. Page-SP-42 Revision Date:May 19, 1997 8-09 Raised Pavement Markers 8-14 Cement Concrete Sidewalks Division 8 SECTION 8-13.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING. Miscellaneous Construction 8-13.5 Payment "Reset Existing Monument" per each. 8-09 Raised Pavement Markers Resetting an existing monument impacted by construction shall be incidental unless included as a pay item in the Schedule of Prices. SECTION 8-09.5 HAS BEEN REVISED AS FOLLOWS: - 8-09.5 Payment (RC) (SA) 8-14 Cement Concrete Sidewalks Payment will be made for each of the following bid items that SECTION 8-14.3(4) IS SUPPLEMENTED BY ADDING THE are included in the proposal: FOLLOWING: "Raised Pavement Marker Type 1",per eachhundd.� "Raised Pavement Marker Type 2",per eachhuA& d. 8-14.3(4) Curing (RC) "Raised Pavement Marker Type 3- In.", per eachhaadFocl The Contractor shall have readily available sufficient "Recessed Pavement Marker", per eachlwadwd. protective covering, such as waterproof paper or plastic membrane, u nsuitable weather. cover the pour of an entire day in the event of rain or other The unit contract price per eachhuadNd for"Raised Pavement Marker Type 1", "Raised Pavement Marker Type 2", and "Raised u Pavement Marker Type 3- In." and "Recessed Pavement The Contractor shall be responsible for barricading, Marker"shall be full pay for all labor, materials, and equipment patrolling, or otherwise protecting newly placed concrete. necessary for furnishing and installing the markers in accordance Damaged, vandalized, or unsightly concrete shall be removed and with these Specifications including all cost involved with traffic replaced at the expense of the Contractor. control unless traffic SECTION 8-14.4 IS SUPPLEMENTED BY ADDING THE control is listed in the FOLLOWING: contract as a separate pay item. 8-14.4 Measurement (RC) L 8-10 Guide Posts When the contract contains a pay item for "Curb Ramp, Cement Concrete," the per each measurement shall include all costs for the complete installation per the plans and standard details 8-13 Monument Cases including expansion joint material, curb and gutter and ramped sidewalk section. Sawcutting, removal and disposal of excavated SECTION 8-13.1 IS REVISED AND SUPPLEMENTED AS materials including existing pavement and sidewalk, crushed FOLLOWS: surfacing base materials and all other work, materials and equipment required per Section 8-14 shall be included in the per 8-13.1 Description (RC) each price for "Curb Ramp Cement Concrete" unless any of these This work shall consist of furnishing and placing monument other items are listed and specified to be paid as separate pay cases and covers, in accordance with the Standard Plans and these items. Specifications, in conformity with the lines and locations shown in If the contract does not provide a pay item for "Curb Ramp, the Plans or as staked by the Engineer or by the Contractor Cement Concrete," but the plans call for such installation, then supplied surveyor. quantities shall be measured with and paid for under the bid items for Curb and Gutter and for Cement Concrete Sidewalk. When SECTION 8-13.3 IS REVISED AND SUPPLEMENTED AS curb ramps are to be constructed of asphalt concrete, the payment FOLLOWS. shall be included in the pay item for "Miscellaneous and/or Driveway Asphalt Concrete." 8-13.3 Construction Requirements SECTION 8-14.5 IS SUPPLEMENTED BY ADDING THE The monument will be furnished and set by the Engineer or by FOLLOWING: the Contractor supplied surveyor. When existing monuments will be impacted by a project, the 8-14.5 Payment (RC) Contractor shall be responsible for assuring that a registered "Curb Ramp Cement Concrete," per each, surveyor references the existing monuments prior to construction. Payment for excavation of material not related to the After construction is complete the monuments shall be re- construction of the sidewalk but necessary before the sidewalk can established by the surveyor in accordance with RCW58.09.130. be placed, when and if shown in the Plans, will be made in SECTION 8-13.4 IS SUPPLEMENTED BY ADDING THE accordance with the provisions of Section 2-03. otherwise, the FOLLOWING: Contractor shall make all excavations including haul and disposal, regardless of the depth required for constructing the sidewalk to the 8-13.4 Measurement lines and grades shown, and shall include all costs thereof in the All costs for surveying and resetting existing monuments unit contract price per square yard for "Cement Conc. Sidewalk impacted by contruction shall be considered incidental to the and the per each contract price for Curb Ramp Cement Concrete." contract unless specifically called out to be paid as a bid item. Page-SP-43 Revision Date:May 19, 1997 8-17 Impact Attenuator Systems 8-20 Illumination,Traffic Signal Systems,and Electrical 8-17 Impact Attenuator Systems 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 THE STATE AMENDMENT TO SECTION 8-17 IS contractor. Trench width will, however, be of sufficient size so SUPPLEMENTED BY THE FOLLOWING: that all of the necessary conduit can be installed within the depths 8-17.5_Payment (RC) specified while maintaining the minimum cover. Trench backfill material in roadway and sidewalk areas shall If no pay item is included for temporarey impact attenuators be compacted to 95% of the material's maximum density, per then all costs to provide and install shall be considered a part of the Section 2-03.3(14)D. pay item for "Traffic Control." SECTION 8-20.3(4)HAS BEEN REVISED AS FOLLOWS: 8-20 Illumination, Traffic Signal Systems, 8-20.3(4) Foundations RRQ and Electrical 8-20.2 Materials 01 3(14)C' Where obstructions prevent construction of planned SECTION 8-20.2(l)HAS BEEN SUPPLEMENTED WITH THE foundations, the Contractor shall construct an effective foundation FOLLOWING. satisfactory to the Engineer. 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 The contractor shall provide all material for and construct the this project: foundations for and to the dimensions specified in table 1 below. 1. Light standards with or without pre-approved plans. The anchor bolts shall match that of the device to be installed 2. Signal standards with or without pre-approved plans. thereon. 3. Combination Signal and lighting standards. All excess materials are to be removed from the foundation 4. Metal Strain Poles. construction site and disposed of at the contractor's expense. The Conf;acw; A,;!! not be requir-ad w submit shop ArvAcings Concrete shall be placed against undisturbed earth if possible. f. ",,,,,.,val f; light ....,..,, ;dr, ,,gp -,,ing &h@ ..C-e .,....;Qvaa Disturbed earth or backfill material shall be compacted to 95 , percent of the material's maximum density. Before placing the The Contractor also shall submit either on the signal standard concrete the contractor shall block-out around any other shop drawings or attached to the signal standard shop drawings all underground utilities that lie in the excavated base so that the dimensions to clearly show the specific mast arm mounting height concrete will not adhere to the utility line. Concrete foundations and signal tenon locations for each signal pole to be installed. shall be troweled, brushed, edged and finished in a workmanship- like manner. Concrete shalt be promptly cleaned from the exposed SECTION 8-20.3(2) HAS BEEN SUPPLEMENTED BY portion of the anchor bolts and conduit after placement. ADDING THE FOLLOWING: Foundation shall all be Class 3000 concrete. After the specified curing period, the contractor may install the applicable device 8-20.3(2) Excavating and Backfilling (RC) thereon. The contractor shall supply trench within the unit widths and to the specified depths at the locations indicated on the contract Table 1 plans or as directed by the engineer. Type of device Dimensions 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 Street Light Pole 4'Deep x 3' Sq or Dia. Signal Pole up to 40' mast arm 7'Deep x 3' Sg or Dia, directed otherwise by the engineer. Signal Controller See Detail Trenching for conduit runs shall be done in a neat manner Sheet Street Light Control Cabinet See Detail Sheet with the trench bottom graded to provide a uniform grade. No Special Base See Detail Sheet 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 All concrete foundations shall be constructed in the manner of six inches above the conduit. specified below: Trench within the roadway area shall use select trench backfill 1. Where sidewalk or raised islands are to be constructed as a which shall consist of 5/8th inch minus crushed surfacing top part of this project,the top of the foundation shall be made flush with the top of the sidewalk or island. (See detail course or other material as indicated in the special provisions or schedule of prices and directed for use by the engineer. The source sheet and quality of the material shall be subject to approval by the 2. Where no sidewalks are to be installed,the grade for the top engineer. Trench backfill within the sidewalk area shall be made of the foundation shall be as specified by the engineer. (See with acceptable materials from the excavation subject to the detail sheet Engineer's approval of the material and shall be considered a All concrete foundations shall be located as per stationing on necessary part and incidental to the excavation in accordance with the plans or as located by the engineer in the field. the standard specifications. Unsuitable material shall be removed and backfill shall be select material approved by the Engineer. The Page-SP-44 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. FOLLOWS: All conduit shall be rigid non-metallic unless noted otherwise in the Plans or Special Provisions. 8-20.3(5) Conduit (RC) All conduit openings shall be fitted with approved bellends or Bushings. Wall thickness of conduit shall be consistent within lec�tieas; continuous conduit runs with no mixing of different schedule types between terminations. The contractor shall provide and install all conduit and necessary fittings 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 +itiaitios. 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 A.11 ces�; otttoritt^ ^^t' boxes; and I 60RISGO 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 mapta; fiuipg' equipment ^ ^,,,,,iAg ^,,�,�t^' oul;di"^ manufacturer's recommendations regarding cement used and environmental conditions. SECTION 8-20.3(6)IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.3(6) Junction Boxes The contractor shall provide and install junction boxes of the type and size at the locations specified in the plans and as per detail sheets. The inscription on the covers of all.junction boxes shall be as indicated below: 1. Street lighting only: "Lighting" vi,k ,a ,a wr , ii• .,a,,:. .,n^ o� v^ 2. Signal only: "Signals" c. 3. Traffic signal and street lighting: "TS-LT" 4. Telemetry only: "Telemetry" Inscriptions on junction boxes performing the same function, i.e. street lighting traffic signal, or both, shall be consistent throughout the project. All junction boxes shall be installed in stao?`. conformance with provisions contained in the standard plans and detail sheets. The unit contract price per each for "Type I" or "Type H" y � !'. be illing me}-dg. 0; ��^, �, „ „^, tie !unction box shall be full compensation for furnishing same and for all costs of labor, material tools and equipment necessary to provide and install the junction boxes including excavation, backfilling and compaction all in accordance with plans, If allowed in the Plans or if obstructions are encountered in spect All junction and detail sheets. jacking or drilling operations, the Contractor will be allowed to All tion boxes shall have galvanized steel lids and frames. All junction boxes and associated concrete pads shall install conduits by open trenching. Open trench construction shall installed on compacted sub grade which shall include six inches of conform to the following: 1. The pavement shall be sawcut a minimum of 3 inches 5/8th-inch minus crushed surfacing top course material installed ' tit o ne under and around the base of the iunction box. Concrete shall be deep. The cuts shall be parallel to each other and extend 2 1 foot beyond the edge of the trench. — promptly cleaned from the junction box frame and lid. 2. Pavement shall be removed in an approved manner. The unit contract price per iunction box shall include 3. Trench depth shall provide 24 inches minimum cover installation of 5/8th-inch minus crushed surfacing top course and a conduits below the roadbed and 18 inches below finished 4" thick Class "B" cement concrete pad enclosing the junction box over co all other areas.. as per the plans specifications and detail sheets. Installation of the grade crushed surfacing and the concrete pad shall be incidental to the unit price per junction box and no further compensation will be ' made unless the contract includes separate pay items for "crushed 5. Trenches located within paved roadway areas shall be restored per the Renton Standard Detail. surfacing" and/or for "concrete pad." Page-SP-45 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(9) IS REVISED AND SUPPLEMENTED AS Upon request of the Contractor, the Engineer will make the FOLLOWS: necessary arrangements with the serving utility to complete the service connections. Electrical energy used prior to completion of 8-20.3(9) Bonding, Grounding (RC) 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&ate Ciry. 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 II, 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 120/240 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 ceaduis shall be verified by the electrical servicing utility. Identification of the equipment grounding conductor shall The service cabinet shall be marked with the service conform to all Code requirements. agreement letters and numbers. The markings shall be installed on Grounding of conduit and neutral at the service point shall be the outside cabinet door near the top of the cabinet. The markings accomplished as required under the Code. Grounding of the neutral shall be series C using stencils and black enamel alkyd gloss paint shall be accomplished only at the service. conforming to Federal Specification TT-E-489. SECTION 8-20.3(11) IS REVISED AND SUPPLEMENTED AS FOLLOWS: i 8-20.3(11) Field Test (RC) ■ t:.,, oil., oil f flo.h OpOrter: ,.{,' ng to j The j2&Q fQ. Gho.4rt;.4g f.;@ , fln.h;n.. t.. Stop o,..l gQ Qp@;ntjQA than 4 Far in lai;g4h ;f rhay o s All street light standards, signal poles and other standards on No change to stop and go operation will be allowed after 2 p.m. on which electrical equipment is mounted shall be grounded to a any day nor will the change be allowed on Friday, weekends, , copper clad metallic ground rod 5/8" in diameter x 8'0" in length holidays, or the day preceding a holiday. complete with a#8 AWG bare copper bonding strap located in the nearest junction box. All signal controller cabinets and 1. Requests for traffic signal turn on will not be considered until a signal/lighting service cabinets shall be grounded to a 5/8" in pre-turn on inspection of signal system has taken place. diameter x 8'0" in length copper clad metallic ground rod located 2. All discrepancies and deficiencies must be corrected by the in the nearest junction box with a bare copper bonding strap sized contractor and re-inspected prior to requesting signal turn on in accordance with the plans, specifications and applicable codes. date. Ground rods are considered miscellaneous items and all costs 3. Requests for signal turn on shall not be considered until are to be included with the system or conductors. Ground straps electrical service to the intersection has been provided and has are also miscellaneous items unless a separate pay item is provided been energized by the electric utility. in the "Schedule of prices." 4. A minimum of three (3) working days notice will be required for signal turn on. SECTION 8-20.3(10) IS REVISED AND SUPPLEMENTED AS 5. Channelization at the intersection must be complete per plan FOLLOWS: before requesting signal turn on date. Any deletions of channelization prior to turn on must be approved by the , 8-20.3(10) Service (RC) engineer. Power sources shown in the Plans are approximate only; exact 6. City forces shall provide post and maintain proper signing location will be determined in the field. warning of new signal ahead. rl.,logs nrhap.,41oa „gt@A rhy U12.,c OF iA rho SP@G;ol 8-20.3(13) Illumination Systems SECTION 8-20.3(13)A IS REVISED AND SUPPLEMENTED AS FOLLOWS: , 8-20.3(13)A Light Standards (RC) (SA) 04w4gad in a paintigh;hollsipg that can W parllpQkwj I U.0 slip plane shall be a@@ of QbPCR1GtiQ;1& SuGh as Page-SP-46 Revision Date:May 19, 1997 ' 8-20 Illumination,Traffic Signal Systems,and Electrical 8-20 Illumination,Traffic Signal Systems,and Electrical All and davit arms shall be designed to support a luminaire weight of 50 lbs. or more and to withstand pressures 2, A h , n �� n n cuxo M 164 (�cT:m 6.3"5) caused by wind loads of 85 m.p.h. with gust factor of 1.3. All poles shall maintain a minimum safety factor of 4.38 p.s.i. on yield strength of weight load and 2.33 p.s.i, for basic wind 3. Anchor bolts shall extend through the top heavy hex nut two pressure. full threads. 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 luminaire 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 6. Anchor bolts damaged after the foundation concrete is placed size shall be secured to the lower end of the shaft so that the base shall not be repaired by bending or welding. The Contractor's shall be capable of resisting at its yield point the bending moment repair procedure is to be submitted to the Engineer for of the shaft at its yield point. The base shall be provided with four approval prior to making any repairs. The procedure. is to slotted or round holes to receive the anchor bolts. Nut covers shall include removing the damaged portion of the anchor bolt, be provided with each pole. cutting threads on the undamaged portion to remain, the Anchor Bolts: installation of an approved threaded sleeve nut and stud, and Four steel anchor bolts, each fitted with two hexnuts and repairing the foundation with epoxy concrete repair. two washers, shall be furnished with the pole. Anchor bolts shall 7. The grout pad shall not extend above the elevation of the meet the requirements of Section 9-06.5(3) and 9-06.5(4). The bottom of the slip base. anchor bolt yield point shall be capable of resisting the bending installed plumb, f 1 degree. moment of the pole shaft at its yield point The contractor shall assure that all anchor bolts conform to the Stndard Rl-us. 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 i • h, f -1 > h .,o rho f �.,,,,,^ ^^h^- anchor bolts meet these specifications. Miscelianeous Hardware: All hardware (bolts nuts, screws, washers, etc.) needed 1. x h It h it bo ut 09 1 i/2 40 3 ^h^,� 2bQ,A &he to complete the installation shall be stainless steel. I.D. (Identification for poles): The contractor shall supply and install a combination of ;Qp 4-digits and one letter on each pole, whether individual luminaire 34 UQ"Pjl;Q"1g@6 "d-, n.Ad v-sl rp nu— -i4d or signal pole with luminair. The letter and numbers combination shall be mounted at the 15 foot level on the pole facing approaching traffic Legends shall be sealed with transparent film, resistant to dust weather and ultraviolet exposure. The decal markers shall be 3 inch square with gothic gold white reflectorized 2 inch legend on Stsadg;•d-Fa�as. a black background The I.D. number will be assigned to each en new light , d d Rh all r,a,.e �Q pole at the end of the contract or project by the City traffic engineering office. ' Cost for the decals shall be considered incidental to the contract bid. Light standards shall be spun aluminum davit style and shall meet the pole detail requirements indicated below and the detail All new light standards shall be numbered for identification in sheets at the end of these specifications. accordance with the Plans using painted 3-inch series C numbers The pole shaft shall be provided with a 4" x 6" flush hand installed three feet above the base facing the travelled way. Paint hole near the base and a matching metal cover secured with shall be black enamel alkyd gloss conforming to Federal stainless steel screws or bolts. Specification TT-E-489. The pole shall be adjusted for plumb after all needed In setting timber poles, the Contractor shall provide a equipment has been installed thereon After pole is installed and minimum burial of 10 percent of the total pole length plus 2 feet plumbed nuts shall be tightened on anchor bolts using proper sized and shall plumb or rake the poles as directed by the Engineer. sockets open end or box wrenches Use of pliers pipe wrenches, The hand hole shall be located at 90 degrees to the davit arm or other tools that can damage galvanizing will not be permitted. on the side away from traffic. A grounding lug or nut shall be Tools shall be of sufficient size to achieve adequate torquing of the provided in the hand hole frame or inside the hand hole frame or nuts the space between the concrete foundation and the bottom of inside the pole shaft to attach a ground bonding strap. the pole base plate shall be filled with a dry pack mortar grout and Page-SP-47 Revision Date: May 19, 1997 8-20 Illumination,Traffic Signal Systems,and Electrical 8-20 Illumination,Traffic Signal Systems,and Electrical trowled to a smooth finish conforming to the contour of the pole SECTION 8-20.3(14)F IS AN ADDED NEW SECTION. base plate. 8-20.3(14)F Opticom Priority Control Systems (RC) Dry pack mortar grout shall consist of a 1:3 mixture of All new Opticom Priority System components shall be 500 Portland cement and fine sand with just enough water so that the Series, or approved equal. The Contractor shall supply one copy mixture will stick together on being molded into a ball by hand, of the manufacturer's software on original disks. Controller and will not exude moisture when so pressed. A one half inch cabinets shall have the 562 harness wired into the cabinet by the drain hole shall be left in the bottom of the grout pad as shown on supplier the standard detail. SECTION 8-20.3(15) IS SUPPLEMENTED BY ADDING THE SECTION 8-20.3(14) IS SUPPLEMENTED BE ADDING THE FOLLOWING. FOLLOWING: 8-20.3(15) Grout (RC) 8-20.3(14) Signal Systems (RC) After the pole is plumbed the space between the concrete All signal conductors shall be stranded copper and shall have foundation and the bottom of the pole base plate shall be filled with 600 volt insulation and be of the sizes noted on the plans. All a dry pack mortar grout trowled to a smooth finish conforming to multi-conductors used for the signal system shall conform to the contour of the pole base plate. Dry pack mortar grout shall division 9-29.3 and shall be of the sizes noted on the signal wiring consist of a 1:3 mixture of portland cement and fine sand with just schedule and wiring diagram. All stranded wires terminated at a enough water so that the mixture will stick together on being terminal block shall have an open end, crimp style soderless molded into a ball by hand and will not exude moisture when so terminal connector, and all solid wires terminated at a terminal pressed. A one half inch drain hole shall be left in the bottom of block shall have an open end soldered terminal connector: All the grout pad as shown on the standard detail. terminals shall be installed with a tool designed for the installation SECTION 8-20.4 IS REVISED AND SUPPLEMENTED AS of the correct type of connector and crimping with pliers, wire FOLLOWS. cutters, etc., will not be allowed. All wiring inside the controller cabinet shall be trimmed and cabled together to make a neat, clean 8-20.4 Measurement (RC) appearing installation. No splicing of any traffic signal conductor When shown as lump sum in the Plans or in the proposal as shall be permitted unless otherwise indicated on the plans. All illumination system _, traffic signal ystem conductor runs shall be attached to appropriate signal terminal _ no specific unit of measurement boards with pressure type binding posts. The only exceptions shall will apply, but measurement will be for the sum total of all items be the splices for detector loops at the nearest junction box to the PP y' for a complete system to be furnished and installed. loops. Conduit of the kind and diameter specified in the Schedule of SECTION 8-20.3(14)A IS SUPPLEMENTED BY ADDING THE Prices will be measured by the linear foot for the actual neat line FOLLOWING(RC) length in place, unless the conduit is included in an illumination system, signal system, or other type of electrical system lump sum 8-20.3(14)C Induction Loop Vehicle Detectors (RC) bid item. 11. Splices to loop return cables shall be made with soldered Measurement for unit price items shall be as described in compression type connectors. Section 8-20.5 or as described in the contract schedule of prices , SECTION 8-20.3(14)D IS SUPPLEMENTED BY ADDING THE and/or special provisions. FOLLOWING. SECTION 8-20.5 IS SUPPLEMENTED AND REVISED AS 8-20.3(14)D Test forInduction Loops and Lead-in FOLLOWS. , Cable (RC) 8-20.5 Payment (RC) The Contractor shall keep records of field testing and shall furnish the engineer with a copy of the results. Payment will made for each of the following bid items that p are included in the proposal: SECTION 8-20.3(14)E IS REVISED AND SUPPLEMENTED "Illumination System—", lump sum. AS FOLLOWS: - "Traffic Signal Display and Dowlion ystem —", lump 8-20.3(14)E Signal Standards (RC) sum. 3. Disconnect connectors complete with pole and bracket "l rsffic Signal Ise�itrel-Si�stoiri_",-1+�. tt�. , cable shall be installed in any signal standard supporting a The lump sum contract price for "Illumination System — luminaire. and "Traffic Signal ystem —", &PA "Traffic Signal Control.System ",-shall be full pay for furnishing all labor, materials, tools, and equipment necessary for the construction of the complete electrical system, modifying existing 14. The signal standard and its fabrication shall conform with systems, or both, as shown in the Plans and herein specified all current Washington State Department of Transportation Signal including excavation, backfilling, concrete foundations, conduit, wiring, restoring facilities destroyed or damaged during Standard Specifications and current pre-approved plans by WSDOT. construction, salvaging existing materials, and for making all 15. Installation of all nuts and bolts shall be performed with required tests. All additional materials and labor, not shown in the proper sized sockets, open end or box wrenches. Use of pipe plans or called for herein and which are required to complete the electrical system, shall be included in the lump sum contract price. wrenches or other tools which can damage the galvanization of the "r .,;, Pipe hiDi-M.", por. ..r. o.,.f0,,6 nuts and bolts will not be permitted. 4 ,,.,,i — Tools shall be of a sufficient size and strength to achieve adequate torquing of the Hur(s). Page-SPR48 Revision Date:May 19, 1997 ' 8-20 Illumination,Traffic Signal Systems,and Electrical 8-20 Illumination,Traffic Signal Systems,and Electrical 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 prices. "........Signal head......," per each. All costs for installing conduit containing both signal and ".......Signal head mounting hardware," per lump sum. illumination wiring shall be included in the contract prices for the The lump sum price for (16)"....Signal head mounting signal system. hardware" shall be full compensation for supplying and installing All costs for installing junction boxes containing both all traffic or pedestrian signal head mounting hardware in illumination and signal wiring shall be included in the contract conformance with the plans, specifications and detail sheets. prices for the signal system. "Pole mounted terminal box,..."x..."x...", and mounting The unit prices for the items listed below shall be full hardware," per each. compensation for furnishing and installing each item and for all "2/c shld loop return cable," per linear foot. labor, materials tools equipment and testing necessary and/or "3/C shld pre-emption cable,"per linear foot, incidental for the full and complete installation as per the contract ...-pair shid interconnect cable," per linear foot. plans detail sheets and these specifications. "Traffic signal controller and cabinet," per each. "Trench and Backftil ........ wide by........." deep, " per The unit contract price for "Traffic Signal Controller and linear foot. Cabinet" shall be full compensation for furnishing and installing a The unit contract price for (3) "Trench and Backfill" per fully equipped, wired and operational controller and cabinet. linear foot shall be full compensation for excavating, loading, "Traffic signal wire," per lump sum. hauling and otherwise disposing of the waste materials, for "Signal standard, Type..., with ...-foot mast arm," per each. backfilling and compacting backfill material to specified density "Induction loop vehicle detector." per linear foot. and for the restoration of the trench to its pre-existing condition or The unit linear foot contract price for (24)"Induction loop as shown on the plans or as directed by the Engineer all in vehicle detector" shall be measured by the linear feet of full depth accordance with the plans specifications and detail sheets. sawcut required for installation. The unit price shall be full "Select Trench Backfill " per ton. (4)"Select Trench Backftil" compensation for full and complete installation including wire, shall consist of 5/8" minus crushed surfacing top course and the sealant and all other labor, materials, tools and equipment required unit per ton price shall include all costs associated with furnishing to complete the installation in accordance with the plans, and installing the material and loading, hauling and disposing of specifications and detail sheets. The unit price shall also include waste materials. providing and installing conduit stub-outs and soldered splices, "........Foundation .......," per each.* splices to loop return cables unless separate pay items are included "Type ....Junction box," per each. * in the contract schedule of prices for these other items. Sawcutting *The unit per each price for(5)"Foundation" and (6)"Junction shall be considered incidental to the loop installation whether or not Box" shall be full compensation for full and complete installation there is a separate pay item in the contract for sawcutting. per the plans specifications and detail sheets including enclosing Measurement for a standard 6' x 6' induction loop shall be 28 each item in a finished concrete pad which shall be incidental linear feet. Sawcutting for loop "Home runs" shall be done such as unless a separate pay item is included in the Schedule of Prices for to minimize the total linear feet of sawcutting required by means of "Concrete Pad." proper locating of loop return "Stub-out", by direct routing of "Concrete Pad,"per square yard. "home runs" and by combining up to 4 pairs of loop wires in a Measurement for (T)"Concrete Pad" shall be by the square single "home run" sawcut. Loop and "Home Run" layout shall be yard of surface area enclosed inclusive of and not subtracting for approved by the Engineer before sawcutting takes place. the area of the iunction box or foundation enclosed and shall be full ....Splice kit," per each. compensation for full and complete installation as per the plans, "Emergency Vehicle pre-emption detector," per each. specifications and detail sheets. "Opticom discriminator card," per each. w ..... Schedule 40 Conduit, P.V.C." per linear foot.* "Detector amplifier," per each. " Schedule 80 conduit, P.V.C., " per linear foot.* "Street light fuse kit," per each. •The unit contract price for conduit shall include all conduit, "Pedestrian push button with sign, " per each. couplings adapters elbows bends, reducers, bell ends, bushings, "Pedestrian push button post," per each. and any other material labor or equipment necessary to complete "Pedestrian signal pole Type I 10-feet," per each. the installation of the conduit. Measurement shall be by linear foot "Relocate existing.......pole," per each. from end of conduit to end of conduit as measured from the top of The unit per each price for "relocate existing ....pole" shall be grade along the middle of the trench line and adding a vertical full compensation for removing the pole from its existing 1 measurement at the end of each conduit run equal to the design foundation removing and salvaging or re-installing existing depth of the trench. No payment shall be made for additional equipment plugging holes as required and installing the pole on tts conduit used by the contractor due to horizontal or vertical weaving new foundation and shall include all labor, tools materials, of the conduit within the trench line. equipment and any other costs necessary and/or incidental to "Street Light Standard .......," per each. complete the installation and make the electrical equipment ........watt...Luminaire and lamp,"per each. operational all in accordance with the plans, specifications and ".......watt...Luminaire and lamp with photocell," per each. detail sheets. "......AWG....copper wire," per linear foot. "Remove existing.......Foundation," per each. "Service cabinet, " per each. Page-SP-49 Revision Date:May 19, 1997 8-22 Pavement Marking 8-22 Pavement Marking The unit per each price for "Remove existing foundation" Traffic Lat4"Iegend shall be full compensation for full and complete removal and A WHITE marking hauling and disposal of the foundation. epet4ienusing alphabetical letters.. 8-22 Pavement Marking SECTION 8-22.1 IS REVISED AS FOLLOWS: high See contract plans and detail sheets. 8-22.1 Description tRC) SECTION 8-22.3(5)IS REVISED AS FOLLOWS: Skip Center Stripe 8-22.3(5) Tolerances for Line Stripes (RC) A BROKEN YELLOW line 4 inches wide. The broken Length of Stripe: The longitudinal accumulative error or"skip"pattern shall be based on af394eet 24-foot unit consisting within a-44-feet 24-foot length of skip stripe shall not exceed plus of a-404" 9-foot line and a-39-feet 15-foot gap. Skip center or minus 1 inch. stripe is used as center line delineation on two lane or three lane, SECTION 8-22.3(6)IS REVISED AS FOLLOWS: two way highways. Double Yellow Center Stripe 8-22.3(6) Installation Instructions (RC) Two SOLID YELLOW lines, each 4 inches wide, Installation instructions for plastic markings shall be provided separated by a 4-inch-o&-1,2-i&-.h space. Double yellow center stripe for both the Contractor and the Engineer. All materials shall be t is used as center line delineation on multilane, two way highways installed according to the manufacturer's recommendationsa4-a and for channelization. hall be P;�Gsnt La 6e;o-SwipoApproach Stripe A SOLID WHITE line, 8 inches wide, used-at--� SECTION 8-22.3(7)IS A NEW SECTION. ;amp Gomections A gor-a stripe is also used to delineate turn lanes from through lanes, for traffic islands, and for hash marks. Hash 8-22.3(7) Removal of Traffic Markers (RC) mark stripes shall be placed on 45 degree angle and 10 24-feet The work to remove all old or conflicting stripes, lines, apart. buttons, or markers as required to complete the channelization of Lane Stripe the project as shown on the plans or detail sheets shall be A BROKEN WHITE line, 4 inches wide, used to delineate adjacent lanes travelling in the same direction. The considered incidental to other contract pay items and no further dedcompensation for broken or "skip" pattern shall be based on a-4A-€eet24-foot unitoshall be made unless a separate pay item or items are consisting of a IQ feet 9-foot line and a-3044et 15-foot gap. pro ided such removal. Drop Lane Stripe(Skip Approach Line) SECTION 8-22.4 IS REVISED AND SUPPLEMENTED AS A BROKEN WHITE line, 8 inches wide, used to FOLLOWS. delineate a lane that end . The broken or "skip" pattern shall be based on a 2444-foot unit consisting of a 93-foot 8-22•4 Measurement (RC) (SA) line and a 1542-foot gap. The measurement will be based on the travel distance-r@gtti;@d No Rass-StFtpo of a marking system capable... Go"Approach stripe, barrier stripe, crosswalk stripe, and stop bar will be measured by the linear foot of each marking type. Traffic arrows will be measured by the unit with each arrow Q kgGh ace. head defined as a unit. Traffic lauo"legends, handicapped parking stall symbols, preferential lane symbols, railroad crossing symbols, drainage markings, and cycle detector symbols will be measured by the unit. gaf)- Measurement for paint/plastic stripe line removed shall be by Two Way Left Turn Stripe the linear foot of "...." wide line or shall be included in the lump A SOLID YELLOW line, 4 inches wide, with a sum price for "remove existing traffic markings" unless specified BROKEN YELLOW line, 4 inches wide, separated by a 4-inch to be paid as a separate pay item. If not specified as a separate pay space. The broken or"skip" pattern shall be based on a-dA-t'eet 24- item then removal of existing traffic markings shall be considered foot unit consisting of a-404eet 9-foot line and a-39-feet 15-foot incidental to the payment for other items of work and no further space. The solid line shall-be installed to the right of the broken compensation shall be made. line in the direction of travel. SECTION 8-22.5 IS REVISED AND SUPPLEMENTED AS Crosswalk Stripe FOLLOWS: A SOLID WHITE line,-12 8 inches wide and 10-feet long, installed parallel to another crosswalk stripe with-- 6 fQet 8-22.5 Payment (RC) space bovivean the lines, 11ploss noted othop-iso ;A the Cow;act and parallel to the direction of traffic flow and centered in pairs on lane "Painted GewAppr ", pe;linear.foot Stripe",per linear foot. lines and the center of lanes. See detail sheet.. Stop Bar "Painted Traffic I,etteFLegend", per each. A SOLID WHITE line,-8 12, 18 or 24 inches wide "Plastic Traffic I"a9w;Legend", per each. 4Wess as noted etl ise-in on the Contract plans. "Remove Paint Line ...... wide," per linear foot." Page-SP-50 Revision Date: May 19, 1997 ' 8-23 Temporary Pavement Markings 8-23 Temporary Pavement Markings "Remove Plastic Line ...... Wide," per linear foot.* 8-23 Temporary Pavement Markings "Remove existing traffic markings "per lump sum.* * The linear foot contract price for "Remove Paint Line" and SECTION 8-23.5 IS SUPPLEMENTED WITH THE "Remove Plastic Line" and the lump sum contract price for FOLLOWING: "Remove existing traffic markings" shall be full compensation for removal of existing traffic markings as per the plans, specifications $-23.5 Payment (RC) and detail sheets If these pay items do not appear in the contract schedule of prices then the removal of old or conflicting traffic If no pay item is included in the contract for installation or for removal of temporary pavement markings then all costs associated markings required to complete the channelization of the protect as shown on the plans or detail sheets shall be considered incidental to with these items are considered incidental to other items in the contract or included under "Traffic Control," if that item is other items in the contract and no further compensation shall be included as a bid item. made. The unit contract prices for the above listed bid items shall be Mfull pay for furnishing all labor, tools material, and equipment necessary for the completion of the work as specified. r Page-SP-51 1 Revision Date:May 19, 1997 9-00 Definitions and Tests 9-02 Bituminous Materials Division 9 material for payment may be produced for use on a project until the job mix formula has been approved by the engineer. The mixture Materials shall be designed to meet the test criteria listed in Section 9-03.8(2) and remain within the limits set forth in 9-03.8(6) The determination of the job mix formula shall be the responsibility of the Contractor. ' 9-00 Definitions and Tests The intermingling of asphalt concrete mixtures produced from more than one JMF is prohibited. Each strip of asphalt concrete SECTION 9-00 IS SUPPLEMENTED BY ADDING THE pavement placed during a working shift shall conform to a single FOLLOWING. job mix formula established for the class of asphalt concrete 9-00(A) Recycled Materials (RC) specified unless there is a need to make an adjustment toia the - — JMF. The City encourages the use of recycled materials whenever The JMF shall be submitted in writing by the Contractor to practicable, provided that those materials meet or exceed all the Engineer at least 10 days prior to the start of paving operations applicable requirements described elsewhere in the contract and shall include as a minimum: specifications. Should recycled materials be utilized, the City a. Percent passing each sieve size. requires that a Recycled Product Reporting Form be completed by b. Percent of asphalt cement. the Contractor. c. Asphalt grade. d. Mixing temperature. 9-02 Bituminous Materials e. Compaction temperature. f. Anti-strip agent content. 9-02.1 Asphalt Material, General The Contractor may not make any changes to the JMF without prior written approval of the Engineer. Should a change in sources SECTION 9-02.1(10)IS A NEW SECTION: of materials be made, a new JMF must be approved by the 9-02.1(10) Loop Sealant (RC) Engineer before the new material is used. Unlessth- 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 :n,o """"' ` ad2ta^" ^f th.0 ^^"'Plot@d agpl4alt specifications of ASTM D3407 and shall be installed with an approved applicator in conformance with manufacturer's nasigi; Re-om e.,,,.,tions 4211 W the JA4l An, change eF recommendations. .,djus".nant of ps;cawagas .s":. alu f tho r*�� The contractor shall request and obtain approval from the awv.adp� Engineer for the type of loop sealant to be used before installing 23. Job Mix Formula Tolerances_nnd Adjustment&. detector loops and shall submit manufacturer cutsheets or other a. After the JMF is data if requested by the Engineer in order to enable the Engineer to determined, the several constituents of the mixture at the time of determine the acceptability of the sealant. All loop sealant shall acceptance shall conform to the following tolerances: only be installed in thoroughly clean and dry pavement and shall be Constituent of Mixture Tolerance Limits applied in conformance with the methods required as to The tolerance limit for each temperature and means of application such as to completely fill the mix constituent shall not sawcut area, encapsulate the loop wires and adhere to the exceed the broad band pavement. specification limits specified in Section 9-03.8(6). 9-03 Aggregates Ag&regate prising 1% Broad band specification 3/4 5/8 , 1/2", and limits Section 9-03.8(6). SECTION 9-03.8(6)A IS REVISED AS FOLLOWS. 3/8" sieves Aggregate passing 1/4" sieve f 6% 9-03.8(6)A Basis of Acceptance tRC) Aggregate passing No. 10 sieve t 5% 1. Asphalt Concrete will be accepted based on its Aggregate passing No. 40 sieve t 4% conformance to the project job mix formula (JMF). W; the Aggregate passing No. 200 sieve t2%_Notel Asphalt cement f 0.5%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. No Page-SP-52 Revision Date:May 19, 1997 9-04 Joint and Crack Sealing Materials 9-05 Drainage Structures,Culverts,and Conduits Ia. 10lawAGOR After 'he 14411 SECTION 9-05.7(3) IS DELETED AND REPLACED BY THE FOLLOWING: ha WO-4 PA GAS 9-05.7(3) Concrete Storm Sewer Pipe Joints (RC) Joint assembly design shall be reinforced concrete bell and a, AGlj116fm@at& spigot type incorporating a fully retained single rubber gasket in accordance with ASTM C361 or AWWA C302. Rubber gasket material shall be neoprene. SECTION 9-05.7(4) IS SUPPLEMENTED BY THE I FOLLOWING: 9-05.7(4) Testing Concrete Storm Sewer Pipe Joints Hydrostatic testing of rubber gasket joints shall be performed in accordance with ASTM C361 or AWWA C302 except test pressure shall be 5 psi. the -110 od w.it,hi,—'ti ` 'he 1"0—d bend SECTION 9-05.9 IS REVISED AND SUPPLEMENTED AS 6{0ciEcztiQA6 FOLLOWS. 9-05.9 Steel Spiral Rib Storm Sewer Pipe (RC) ' LW gpoci tcstie0s. The manufacturer of spiral rib storm sewer pipe shall furnish 9-04 Joint and Crack Sealing Materials the Engineer a Manufacturer's Certificate of Compliance stating that 'the materials furnished comply in all respects with these SECTION 9-04.11 IS A NEW SECTION Specifications. The Engineer may require additional information or tests to be performed by the Contractor at no expense to the State. 9-04.11 Butyl Rubber (SA) Unless otherwise specified, spiral rib storm sewer pipe shall Butyl rubber shall conform to ASTM D2000, M1 BG 610_ 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 9-05 Drainage Structures, Culverts, and a continuous helical welded seam paralleling the rib. Conduits * it be F ad fpgm glc thiG „Os of mat@;W, and SECTION 9-05.4 IS REVISED AS FOLLOWS: e n cuXn M z6 sa,t,,.., ; 9-05.4 Steel Culvert Pipe and Pipe Arch (RC) ' n �5 h. 1 "4 ti wida by Q 43;s inol, (m:.,:m„m) rSteel 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 Pipe shall be fabFirawd with 01;ds; that 62.11. be "Gtivaly metallized coating applied inside and out following welding is acceptable and shall be asphalt treatment coated. SECTION 9-05.7(2) IS DELETED AND REPLACED BY THE FOLLOWING: Steel spiral rib storm sewer pipe shall be manufactured of 9-05.7(2) Reinforced Concrete Storm Sewer Pipe metallic coated (aluminized or galvanized) corrugated steel and inspected in conformance with Section 9-05.4. The size, coating, RC and metal shall be as shown in the Plans or in the Specifications. Reinforced Concrete Storm Sewer pipe shall conform to the For spiral rib storm sewer pipe helical ribs shall project requirements of ASTM C-76 and shall be Class IV. Cement used outwardly from the smooth pipe wall and shall be fabricated from a in the manufacture of reinforced concrete pipe shall be Type II in single thickness of material The ribs shall be essentially conformance with ASTM C 150. No admixture shall be used unless rectangular and shall be 3/4 inch plus two times the wall thickness otherwise specified. (2t) plus or minus 1/8 inch (measured outside to outside) and a SECTION 9-05.7(2)A IS SUPPLEMENTED BY THE minimum of 0.95 inch high (measured as the minimum vertical FOLLOWING: distance from the outside of pipe wall immediately adjacent to the lockseam or stiffener to the top surface of rib). The maximum 9-05.7(2)A Basis for Acceptance (RC) spacing of the ribs shall be 11.75 inches center to center(measured All pipe shall be subject to (1) a three-edge-bearing strength normal to the direction of the ribs). The radius of bend of the (D-load) test in accordance with ASTM C76• and (2) a hydrostatic metal at the corners of the ribs shall be a minimum of 0.10 inch test of rubber gasket joints in accordance with ASTM C361 or and a maximum of 0.17 inch If the sheet between adjacent ribs AWWA C302 except test pressure shall be 5 psi. does not contain a lockseam a stiffener shall be included midway Page-SP-53 Revision Date:May 19, 1997 9-06 Structural Steel and Related Materials 9-08 Paints between ribs, having a nominal radius of 0.25 inch and a minimum 1/8 inch wide (measured outside to outside) and a minimum height of 0.20 inch toward the outside of the pipe. Pipe shall be spacing of ribs shall be 4.80 inches center to center (measured fabricated with ends that can be effectively jointed with coupling normal to the direction of the ribs). The radius of bend of the bands. metal at the corners of the ribs shall be 0.0625 inch with an When required, spiral rib or narrow pitch spiral rib pipe shall _allowable tolerance of+ 10 percent. be bituminous treated or paved. The bituminous treatment for For wide pitch spiral rib storm sewer pipe, helical ribs shall spiral rib pipe shall conform to the requirements of Sections 9- project outwardly from the smooth pipe wall and shall be fabricated 05.4(3)and 9-05.4(4) from a single thickness of material. The ribs shall be 3/4 inch + For narrow pitch spiral rib sewer pipe, the helical ribs shall 1/8 inch wide(measured outside to outside)and a minimum of 0.95 project outwardly from the smooth pipe wall and shall be fabricated inch high (measured as the minimum vertical distance from the from a_si_ngle thickness of material. The ribs shall be .375 inch outside of pipe wall to top surface of the rib). The maximum , 1/8_ inch wide (measured outside to outside) and a minimum of spacing of ribs shall be 11.75 inches center to center (measured .4375 inch high(measured as the minimum vertical distance of ribs normal to the direction of the ribs). The radius of bend of the shall be 4.80 inches center to center (measured normal to the metal at the corners of the ribs shall be 0.0625 inch with an direction of the ribs). The radius of bend of the metal at the allowable tolerance of+ 10 percent. corners of the ribs shall be 0.0625 inch with an allowable tolerance of 10 percent. 9-06 Structural Steel and Related Materials SECTION 9-05.12(3)IS A NEW ADDITIONAL SECTION: 9-06.5 Bolts 9-05.12 --CPEP Sewer Pipe (RC) CPEP - Smooth interior pipe and fittings shall be SECTION9-06.5(4)HAS BEEN SUPPLEMENTED BY ADDING: manufactured from high density polyethylene resin which shall meet or exceed the requirements of Type 111, Category 4 or 5, 9-06.5(4) Anchor Bolts (RC) Grade P33 or P34, Class C per ASTM D1248. In addition, the All anchor bolts, nuts, washers and anchor plates for signal pipe shall comply with all material and stiffness requirements of poles, street light poles, strain poles or other types of poles shall AASHTO M294. meet the recommended specifications of the pole manufacturer. SECTION 9-05.14 IS DELETED: The Contractor shall be responsible for providing to the Engineer any and all data concerning fabrication, strength test results, mill SECTION 9-05.17 IS REVISED AND SUPPLEMENTED AS certification and other data required to confirm that the anchor FOLLOWS: bolts meet those specifications. The following standard specifications shall apply to anchor 9-05.17 Aluminum Spiral Rib Storm Sewer Pipe bolts for street light, signal and strain poles provided that the (RC) Contractor can submit documentation from the manufacturer Unless otherwise specified, spiral rib storm sewer pipe shall affirming that anchor bolts meeting these specifications are be furnished with pipe ends cut perpendicular to the longitudinal recommended for the pole to be installed thereon: axis of the pipe. Pipe ends shall be cut evenly. Spiral rib pipe shall 1. The standard anchor bolt for aluminum street light poles be fabricated by using a continuous helical lock seam with a seam shall be 42 inches in length and shall meet the requirements of gasket. 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 aucm—Mly, be f r.,O c 9m, thigkPo6s of .o.: aP4 on the bottom end and a minimum of six inches of die-cut threads C'QnfQFM-to Oil-of the following on the top end. 2. The anchor bolts for signal poles and strain poles shall Z� Q 375;:A.Gh._4 118_:.,gh ..:,ia by n 437.5 :ngh (...:..:....,m) meet the specifications as designated on the approved manufacturer's pole plans and/or supplemental 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 permitted for the type of steel as per Section 9-06.5(4). 9-08 Paints SECTION 9-08.8 IS A NEW SECTION. For spiral rib storm sewer pipe, helical ribs shall project 9-08.8 Manhole Coating System Products (RC) outwardly from the smooth pipe wall and shall be fabricated from a r single thickness of material. The ribs shall be 3/4 inch wide by 3/4 9-08.8(1) Coating System Specification (RC) inch deep with a nominal spacing of 7-1/2 inches center to center. The following coating system specifications shall be used for Pipe shall be fabricated with ends that can be effectively jointed coating (sealing) interior concrete (including the channel) surfaces with coupling bands. of sanitary sewer manholes when required. For narrow pitch spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be 0.375 inch + Page-SP-54 Revision Date:May 19, 1997 ' 9-23 Concrete Curing Materials and Admixtures 9-29 Illumination,Signals,Electrical Coating System Specification SECTION 9-29.3 IS REVISED AND SUPPLEMENTED AS FOLLOWS: A. General 1. Buried Manhole 9-29.3 Conductors, Cable (RC) Surface Color Paint System Each wire shall be numbered at each terminal end with a wrap-around type numbering strip bearing the circuit number a. Buried and White C-1 shown on the plans. exposed No splicing of any traffic signal conductor shall be permitted concrete unless otherwise indicated on the plans. All conductor runs shall surfaces. be pulled to the appropriate signal terminal compartment board with pressure type binding posts. The only exceptions shall be the 9-08.8(2) Coating Systems splices for detector loops at the nearest junction box to the loops. A. High Solids Urethane The contractor shall provide and install all the necessary wiring, fuses and fittings so as to complete the installation of the Coating System: C1 signal and lighting equipment as shown on the plans. All materials Coating Material: High Solids Urethane and installation methods, except as noted otherwise herein, shall Surfaces: Concrete comply with applicable sections of the National Electrical Code. Surface Preparation: In accordance with SSPC SP-7 8, Detector loop wire shall be No. 1244 AWG stranded (Sweep or brush off blast) copper wire, Class B, with chemically cross-linked polyethylene Application: Shop/Field The drying time hype RHH-RHW insulation of code thickness. between coats shall not exceed (11)S -communication cable(6R=}-shall meet REA 24hours in any case specification PE-39 and shall have sic—pal;—No. 19 AWG wires System Thickness: 6.0 mils dry film with 0.008 inch FPA/MPR coated aluminum shielding. The cable Coatings: Primer: One coat of Wasser shall have a petroleum compound completely filling the inside of MC-Conseal high solids the cable. urethane 2.0 D Finish: The shielded communications/signal interconnect cable shall Two or more coats of Wasser meet the following: MC-Conseal(min. 4.0 DFT) 1. Conductors: Solid, soft drawn, annealed copper, size 19 awg. 9-23 Concrete Curing Materials and 2. Insulation: solid, virgin high density polyethylene or Admixtures polypropylene, with telephone industry color coding. 3. Cable core assembly: insulated conductors are twisted SECTION 9-23.9 IS REVISED AS FOLLOWS., into pairs with varying lays (twist lengths) to minimize cross talk and meet strict capacitance limits. 9-23.9 Fly Ash (RC) 4. Shielding: A corrosion/oxidation resistant tinted ethylene Fly ash shall not be used around water lines. copolymer coated (both sides) .008" thick corrugated aluminum tape shield is applied longitudinally with shielding coverage. A 9-29 Illumination, Signals, Electrical .005 corrugated tape applied in the same manner is acceptable. 5. Outer jacket: A black, low density high molecular weight SECTION 9-29.1 IS SUPPLEMENTED BY ADDING THE virgin polyethylene (compounded to withstand sunlight, FOLLOWING. temperature variations and other environmental conditions plus abuse during installation) is extruded overall to provide a 9-29.1 Conduit (RC) continuous covering. The conduit P.V.C. - non-metallic shall be of the two types 6 Footage markings: footage markings must be printed indicated below: sequentially a minimum of 2' along the outer jacket. 7. Filling: the entire cable within the outer jacket is flooded 1. Schedule 80 Extra heavy wall P.V.C. conforming to ASTM Standards to be used in all installations under roadways. with petroleum-polyethylene gel filling compound including the area between the outer jacket and the shield. 2. Schedule 40 heavy wall P.V.C. conforming to ASTM Standards. SECTION 9-29.9 IS SUPPLEMENTED BY ADDING THE SECTION 9-29.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: FOLLOWING: 9-29.9 Ballast, Transformers (RC) 9-29.2 Junction Boxes (RC) The Ballast shall be pre-wired to the lamp socket and terminal Junction boxes shall be reinforced concrete with galvanized beard. steel from anchored in place and galvanized steel cover plate SECTION 9-29.10 IS SUPPLEMENTED BY ADDING THE (Diamond pattern)as indicated on detail sheets. FOLLOWING. The inscriptions on the covers of the junction boxes shall be as 9-29.10 Luminaires (RC) follows: 1. Signal only: "Signals" The filter shall be charcoal with elast-omer gasket. 2. Street Lighting only: "lighting" Luminaires shall have a cast aluminum housing of the cobra 3. Traffic Signal and Street lighting Facilities: "TS-LT" head style with a glass ovate refractor. The above inscriptions shall not be higher than the top surface of the cover plates. Page-SP-SS Revision Date:May 19, 1997 9-29 Illumination,Signals,Electrical 9-29 Illumination,Signals,Electrical The manufacturer's name or symbol shall be clearly marked re-energize without change. on each luminaire. 9-29.11 Control Equipment ' 5. Conflict Monitor. Upon sensing conflicting signals or SECTION 9-29.11(2)IS DELETED AND REPLACED WITH. unsatisfactory operation voltages, the conflict monitor shall immediately cause the signal to revert to flash; however, the 9-29.11(2) Photoelectric Controls (RC) controller shall stop time at the point of conflict. After the conflict Photoelectric controls shall be a plug-in device, rated to monitor has been reset, the controller shall immediately take operate on 120 volts, 60 Hz. The unit shall consist of a light command of the signal displays at the beginning of artery sensitive element connected to necessary control relays. The unity Lin. shall be so designed that a failure of any electronic component will 6. Flash unit shall be a two circuit type capable of energize the lighting circuit. switching loads up to 1000 watts per circuit alternately at a rate of The photo cell shall be a solid state device with stable turn-on 60 flashes per minute per circuit, plus or minus two flashes per values in the temperature range of-55 degrees C to +70 degrees minute. C. The photo cell shall be mounted externally on top of the luminaire. In a contactor controlled system, the photo cell to SECTION 9-29.13(3) IS REVISED AND SUPPLEMENTED AS control the system shall be mounted on the luminaire nearest to the FOLLOWS: service/contactor cabinet. The photo cell shall be capable of switching "ON" 1,000 watts of incandescent load as a minimum. 9-29.13(3) Emergency Pre-emption(RC) Immediately after a valid call has been received, the SECTION 9-29.13 IS SUPPLEMENTED BY ADDING THE pre-emption controls shall cause the signals to display the required FOLLOWING: clearance intervals and subsequent pre-emption intervals. 9-29.13 Traffic Signal Controllers (RC) Pre-emption shall sequence as noted in the contract. Pre-emption equipment shall be installed so that internal wiring of the The unit shall operate on 120 volt, 60 cycle, single phase controller, as normally furnished by the manufacturer, is not alternating current and shall use the power line-frequency as a time altered. base. The traffic signal controller shall meet the requirements of the National Electrical Manufacturers Association (NEMA) Standard Publications. _Components such as resistors, capacitors, diodes and Emergency vehicle pre-emption shall be furnished as modules transistors shall be individually replaceable utilizing approved that plug directly into a rack wired to accept 3-M discriminator standard soldering techniques. Intergrated circuits shall be type units. The pre-emption system operation shall be compatible mounted in sockets and shall be easily replaceable without with the 500 Series 3M company "opticom" system which the City soldering. All components shall be standard "Off the shelf" items. of Renton is currently using and shall be capable of being activated The traffic signal controller shall be capable of interfacing by the same transmitters. with the Multisonic real time, master computer. The controller The optical signal discriminator system shall enable an shall be capable of both on-line operation(control by the multisonic authorized vehicle to remotely control traffic control signals from a master computer) and standby operation. The controller shall distance of up to 1800 feet(0.54 kilometers) along an unobstructed establish the sequence of signal phases, including overlaps, in "line of sight" path. The system shall cause the traffic signals conformance with the signal phasing diagram on the plans. When controller to move into an appropriate fire pre-emption program. operating either in a fixed time mode or in a fully-actuated mode this optical discriminator shall interface to the 562 software, for with volume density on each phase as required. All clearance field programmability. It shall consist of the following timing and pedestrian timing shall be accomplished at the local components: intersection. - a. Optical energy detectors which shall be mounted on the SECTION 9-29.13(2) IS REVISED AND SUPPLEMENTED AS traffic signal mast arms and shall receive the optical energy FOLLOWS. emitter's signal. b. Discriminators which shall cause the signal controller to 9-29.13(2) Flashing Operations (RC) go into internal pre-emption which will give the authorized vehicle 2. Police Panel Switch. When the flash-automatic switch the right of way in the manner shown on the phase sequence located behind the police panel door is turned to the flash position, diagram. the signals shall immediately revert to flash; however, the c. Pre-emption Indicator Lights. controller shall "STOP TIME." When the switch is placed on Optical Detector automatic, the signals shall continue to flash for an additional a. Shall be of solid state construction. 8 second flash period. At the completion of the continued 8 second b. Fittings shall meet the specifications of the system flash period, unless otherwise specified, the controller shall manufacturer to facilitate ease of installation. immediately resume normal cyclic operations at the beginning of c. Shall operate over an ambient temperature range of-40°F artery g�a ely low. to +180OF(-40°C to +85°C). 4. Power Interruption. On "NEMA" controllers any power d. Shall have internal circuitry encapsulated in a semi- interruption longer than 475 plus or minus 25 milliseconds, signals flexible compound and shall be impervious to moisture. shall re-energize consistent with No. 2 above to ensure an 8 second e. Shall respond to the optical energy impulses generated by flash period prior to the start of artery green. A power interruption a_pulsed Xenon source with a pulse energy density of 0.8 micro of less than 475 plus or minus 25 milliseconds shall not cause joule per square meter at the detector, a rise time less than one resequencing of the controller and the signal displays shall microsecond and half power point pulse width on not less than thirty microseconds. Page-SP-56 Revision Dale:May 19, 1997 9-29 Illumination,Signals, Electrical 9-29 Illumination,Signals, 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 theQpiurollaps u n phase selected until the detector no longer detects the emergency T, f nwws ;ati ing p 40 � b'a vehicle. When the phase selector is responding to one detector, it shall All timing functions and input and output features for fully- not respond to any other detector until calls from the first detector actuated volume-density operation shall be provided in accordance are satisfied. Indicator lights shall indicate power on, signal being with NEMA standards. received channel called. Switches shall control system power and The controller shall provide for setting each timing interval by simulate detector calls for each phase. _means of positively calibrated settings. The timing functions shall be on the front of the controller unit or shall have keyboard entry SECTION 9-29.13(2) IS SUPPLEMENTED BY ADDING THE and liquid crystal display. For the standby operation, the traffic FOLLOWING: signal controller shall include all circuitry required to provide all timing and all functions for signal operation in a fully-actuated 9-29.13(4) Wiring Diagrams (RC) mode. Standby operation shall automatically occur upon opening The controller cabinet shall have a waterproof envelope with a of interconnect lines, failure of central master computer, or when side access attached to the inside of the cabinet door. At the time specified by the master. The standby operation shall follow and be of delivery the envelope shall have four complete sets of schematics coincidental in phase to that phase being displayed at the start of and manuals for all assemblies and sub-assemblies. standby operation. Transfer from computer supervision shall not SECTION 9-29.13(6) IS SUPPLEMENTED BY ADDING THE call up a starting yellow. FOLLOWING: SECTION 9-29.13(7)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-29.13(6) Radio Interference Suppressors 9-29.13( )A Environmental, Performance and Test _ A Cornell-Dubiler radio interference filter NF 10801-1 30 amps or equivalent shall be used to filter the A.C. power. Standards for Solid-State Traffic Additionally, all power supplies shall have noise immunity from Controllers (RC) other devices within the cabinet. The traffic signal controller assemblies, including the traffic signal controller, auxiliary control equipment and cabinet shall be SECTION 9-29.13(7) IS REVISED AND SUPPLEMENTED AS shop tested to the satisfaction of the Engineer. Testing and check- FOLLOWS. out of all timing circuits phasing and signal operation shall be at the City of Renton Signal Shop Renton Washington. The Signal 9-29.13(7) Traffic-Actuated Controllers (RC) Shop will make space available to the contractor for the required Traffic-actuated controllers shall be electronic devices which, test demonstrations. The contractor shall assemble the cabinet and when connected to traffic detectors or other means of actuation, or related signal control equipment ready for testing. A complete both, shall operate the electrical traffic signal system at one or demonstration by the contractor of all integrated components more intersections, satisfactorily functioning shall start the test period. Any All solid-state electronic traffic-actuated controllers and their malfunction shall stop the test period until all parts are supplemental devices shall employ digital timing methods. satisfactorily operating. The test shall be extended until a The traffic signal control equipment, unless otherwise minimum of 72 hours continuous satisfactory performance of the permitted in the contract, must specifically conform to current entire integrated system has been demonstrated. The NEMA specifications. demonstration by the contractor to the Engineer of all components functioning properly shall not relieve the contractor of any responsibility relative to the proper functioning of all aforestated Actuated traffic signal controllers shall be 8-phase control control gear when field installed. units. Volume-density timing features shall be provided on all controllers. SECTION 9-29.13(7)B IS REVISED AND SUPPLEMENTED AS FOLLOWS: 9-29.13( )B Auxiliary Equipment for Traffic Actuated Controllers (RC) R � T r plasma I a 1 F'..ol:;a .,al .,:r-hao a„ro-la i 1" CoAtFol P21401 Page-SP-57 Revision Date: May 19, 1997 9-29 Illumination,Signals, Electrical 9-29 Illumination,Signals,Electrical Power Switches Computer Interface Unit There shall be a main power switch inside the cabinet that Interface communication devices shall be designed as separate shall render all control equipment electrically dead when turned units or as modules that plug directly into the controller case The off. There shall be a controller power switch that shall render the communication devices shall be used for on-line computer control controller and load switching devices electrically dead while of the intersection and shall be capable of transmitting all detector maintaining flashing operation for purposes of changing controllers and signal status information and receiving and decoding command or load switching devices. information from the computer all in conformance and within the capability of the multisonic master computer unit and the Stop Time Bypass Switch interconnect cables. There shall be a switch in the cabinet identified as the stop SECTION 9-29.13(7)D IS REVISED AND SUPPLEMENTED time bypass switch. If the intersection is placed on flashing AS FOLLOWS. operation either by the flash switch or the fail safe monitor, the 9-29.13(7)D Controller Cabinets (RC, SA) controller shall immediately stop time. The stop time bypass 1. Construction shall be of 0.073-inch minimum thickness switch shall remove stop time from the controller and permit Type 304 stainless steel, 0.125-inch minimum thickness c10" normal cycling operation while the intersection remains in flashing -Aedaaod-.sheet aluminum, or cast aluminum. Cabinets shall be operation. finished inside with an approved finish coat of exterior white enamel and outside with an approved enamel finish light gray or DETECTOR test switch aluminum in color. As an alternate to painting, the outside and inside of the aluminum cabinets may be clear anodized aluminum. Each vehicle and pedestrian phase shall have a momentary 5. The cabinet door shall be provided with: (spring return) detector test switch. When depressed, the switch a. A spring loaded construction core lock capable of shall place a call on its respective signal phase. accepting a Best CX series core installed by others. Cast cabinets shall have an approved one point positive latch. Formed cabinets The convenience outlet and lamp socket shall have a three point latch. b. A police panel door with a stainless steel hinge pin and A convenience outlet protected with a ground fault interrupter a lock. Two police keys with shafts a minimum of 1 3/4 inch long and an incandescent lamp socket shall be furnished in the main shall be provided with each cabinet. cabinet. A door switch for the lamp shall be provided. THIS Inside the police panel there shall be a signal on-off circuit shall be protected by a circuit breaker rated at 20 amps. switch which shall prohibit any signal display in the field but will allow the control equipment to operate when placed in the "off" Fail Safe Unit position. A second switch shall be the auto-flash switch. When placed in the "flash" position, controller power shall remain on and Fail safe unit shall meet the NEMA-PLUS specifications and controller shall stop time dependent on switch setting on the shall monitor both the positive and negative portions of the A.C. auxiliary panel described later. sine wave for all green, amber and pedestrian walk indications. C. The duration of a display of conflicting indications shall not be longpiaGe, asopr-anagasCabinet doors shall be gasketed enough to be visible to motorists or pedestrians before the monitor with one piece, close cell neoprene. They shall be equipped with initiates flashing operation. There shall be a visual indication that some type of stops so the door may be held open in either of two- the monitor has preempted normal operation. positions at approximately 90 degrees and 180 degrees and be of The fail safe monitor shall be Model SSM-12LE as suitable design to withstand a 40 mph wind.. manufactured by Eberle Design Inc., or approved equal. d. A two position door stop assembly. e. The Controller cabinet shall have a load bay panel with at Surge Protector(Lighting Arrester) least the following items mounted on the face of the panel: transfer relays; load switches; and, terminal blocks for termination of all The controller shall have an input voltage surge protector that wires contained on a separate panel (the terminal block shall shall protect the controller input from any voltage surges that could conform to Washington Standard Specifications). damage the controller or any of its components. This load bay panel shall be mounted so that when the screws are removed, it will be possible to obtain full access to the Field Wiring Terminal terminations on the back of the load bay panel. 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 plans. If a different SECTION 9-29.16 IS SUPPLEMENTED BY ADDING THE numbering system is used for the cabinet wiring, then both FOLLOWING: numbers shall label each terminal and the cabinet wiring schematic 9-29.16 Vehicular Signal Heads (RC) drawing shall include the field wiring numbers where the terminal strip is illustrated. A common bus bar with a minimum of 15 Vehicular signal heads shall have 12 inch lens sizes unless terminals and a ground bar with a minimum of 6 terminals shall be shown otherwise on the signal plans. Vehicular signal head provided. housings shall consist of separate sections and be expandable type 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-58 Revision Date:May 19, 1997 9-19 Illumination,Signals, Electrical 9-29 Illumination,Signals,Electrical Vehicle signal heads shall be cast aluminum. 9-29.16(2)E Painting Signal Heads (RC) All signal heads shall include a back plate 5 inch square cut Traffic signal heads, including outside of visors and back of border. Signal heads including outside of visors and back of back back plates, shall be finished with two coats of factory applied plates shall be finished with two coats of factory-applied traffic traffic signal graoP-- elY low baked enamel. The inside of visors, signal yellow baked enamel. The inside of the visors and front of front of back plates, and louvers shall be finished with two coats of back plates shall be finished with two coats of factory-applied flat flat black enamel. black enamel. Mounting hardware will provide for a rigid connection SECTION 9-29.16(3) (RC)IS DELETED. between the signal head and mast arm. All mounting hardware ) u ^+^m,.^+�:,, Signal u^^a ) >,-2��6(3,— eiTsaFben .. Signal_. __.�.�tRC will be of the top-mount plumbizer type as shown on the standard plans unless specified otherwise on the plans. SECTION 9-29.16(3)A (RC)IS DELETED. Position of the signal heads shall be located as close as possible to the center of the lanes. Signal heads shall be mounted �'2� 146�3}A 8 inch j�ate TF:. s e's ,.r�T�e.;, on the mast arm such that the red indicators lie in the same plane �C) and such that the bottom of the housing of a signal head shall not SECTION 9-29.16(3)B(RC)IS DELETED. 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 9-19 16(3)B 12 in^h v^tu^^rt,,,^^*^X-FaW.^ Signal, miscellaneous mounting hardware shall be stainless steel. Heads (RC) SECTION 9-29.16(2)A HAS BEEN REVISED AS FOLLOWS: SECTION 9-29.17 HAS BEEN REVISED AS FOLLOWS. 9-29.16(2)A Optical Units (RC) 9-29.17 Signal Head Mounting Brackets and Fittings Eight inch conventional signals shall employ a 67 to 69 watt (RQ traffic signal lamp rated for 1304=volt operation, 595 minimum pittingg fer T)'^9 *s and N Mounts Qh- I be ; -ne,, initial lumen, 665 rated initial lumen, 8,000-hour minimum, uppaiatod. A11 edw—hardware for odwr—mounts shall be painted 2 7/16-inch light center length, A-21 bulb, medium base, clear with two coats of factory applied traffic signal Federal yellow traffic signal lamp. Twelve inch traffic signal heads require gr@@abaked enamel. 420130 volt, 165 watt, 1,750 minimum initial lumen, 1950 rated initial lumen clear traffic signal lamps with a 3-inch light center SECTION 9-29.18(I) IS SUPPLEMENTED AND REVISED AS length, 8,000 hour minimum rated life, P-25 bulb and medium FOLLOWS. base. Bulbs shall be installed with the opening between the filament ends up. 9-29.18(1) Induction Loop Detectors (RC) Detector amplifiers shall be Detector Systems model 810A or SECTION 9-29.16(2)B HAS BEEN REVISED AS FOLLOWS: equal. 9-29.16(2)B Signal Housing (RC) Induction loop amplifiers installed with NEMA controls shall Each lens shall be protected with a removable visor of conform to current NEMA specifications. Amplifiers ia&&&UW .,:.ti �r....o 1�n,.^^.;^ice s�,.,n ,.^..a'... .,,F[rwe ,,,,t,l;.-ter;,,., ro�4 ' aluminum of the tunnel type, unless specified 44, otherwise in the contract. Visors shall have attaching ears for installation to the housing doors. Conventional signal heads shall SECTION 9-29.20 HAS BEEN REVISED AS FOLLOWS: have square doors. 9-29.20 Pedestrian Signal (RC) SECTION 9-29.16(2)C HAS BEEN REVISED AS FOLLOWS: Pedestrian signals shall be either iacaudoscent fiber optic or neon-grid type, or other types as specified in the contract. 9-29.16(2)C Louvered Visors (RC) Pedestrian signals shall conform to ITE Standards (Standard for Where noted in the Contract, louvered tunnel visors shall be Adjustable Face Pedestrian Signal Heads, 1975). furnished and installed. Directional louvers shall be constructed to have a snug fit in the signal visor. The outside cylinder shall be ' ' 1rimp rgitsd °- "n..^'' it shall be constructed of aluminum , and the louvers shall be constructed of anodized aluminum painted flat black. Dimensions and arrangement of louvers shall be as shown in the contract. miii-mum of 3/Z inches high symbol messages, when Mspecified, shall be a minimum of 12 inches high and 7 inches in SECTION 9-29.16(2)D HAS BEEN DELETED AND width. REPLACED WITH. Housings shall be die-cast aluminum and shall be painted with two coats of factory applied traffic signal ely lowgr"n enamel. 9-29.16(2)D Back Plates (RC) Back plates shall be furnished and attached to the signal VACANT SECTION 9-29.20(I) IS REPLACED BY ADDING heads. Back plates shall be constructed of anodized, 3-S THE FOLLOWING NEW SECTION.• half-hard aluminum sheet, 0.058-inch minimum thickness, with 5-inch square cut border and painted black in front and yellow in 9-29 Fiber Optic Type (RC) back. Tlhee fiber iber optics shall be drawn from optical glass of high purity. The fibers shall be temperature resistant. The fibers shall be resistant to the UV light emitted by the halogen lamp and shall maintain their high transmission properties throughout the lifetime Page-SP-59 Revision Date:May 19, 1997 9-29 Illumination,Signals, Electrical 9-29 Illumination,Signals, Electrical of the sign. The light guides shall contain fibers with a diameter of SECTION 9-29.24(1) IS DELETED AND REPLACED WITH 53 microns. Each single arm in the harness shall contain THE FOLLOWING: approximately 300 fibers. The optical sheathing shall have a wall 9.24(1) Painting (RC) thickness of at least 1.5 microns. The common end of each bundle 9-2The finish coat shall be a factory baked on enamel light grey shall have a hexagonal bundle format. The common bundle end and each arm end shall be epoxied and optically polished. in color. The galvanized surface shall be etched before the baked The light source shall be a halogen incandescent lamp with on enamel is applied. The interior shall be given a finish coat of dichroic reflector. The lamp shall use built-in, lead-in wires instead exterior grade of white metal enamel. of pins. The reflector shall be covered with a hard coating capable Painting shall be done in conformance with the provisions of to withstand a temperature of 400 degrees Centigrade, rapid Section 8-20.3(12). temperature changes, aggressive chemical attacks. The coating SECTION 9-29.24(2) IS DELETED AND REPLACED WITH shall be tested by soaking in Oxalic Acid 0.71N for a period of 2 THE FOLLOWING. 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 9-29.24(2) Electrical Circuit Breakers and Contactors together with the fiber shall produce a light intensity as high as (RC) 3800CD. The 115-volt primary, 10-volt secondary transformers, The electrical circuit breakers and contactors shall be as light guides and all wiring shall be enclosed in a sheet aluminum indicated on the contract plans and detail sheets. The following housing. The matrix plate shall be constructed of 0,125 thick equipment shall be featured within the cabinet. aluminum sheet protected by a 0.125 polycarbonate sheet. The 1. Main circuit breaker signal housing shall be weather tight. Each common end of a 2. Branch circuit breakers bundle shall have a clip-on type color filter, one of Portland 3. Utility plug (120 volt-20 Amp rated)G.F.I. Type Orange and one of Lunar White. The viewing end of the fiber optic 4. Light control test switch(120 volt-15 Amp) display shall not require a cone for magnification, and shall provide 5. Contactor relay for each circuit a wide viewing angle. Each message shall have a minimum of 82 6. Double pole branch breaker(s) for lighting circuits (240 light points. All components shall be fastened to the flat black volt matrix plate. When the sign is not illuminated, it shall blank out 7. One 120 volt, 20 Amp single pole branch breaker (for with no message legible. The low power consumption lamps shall utility plugs) be serviceable without any tools. 8. Type 3-single phase 120/240 volt grounded neutral SECTION 9-29.20(2) IS REVISED AND SUPPLEMENTED AS service FOLLOWS. 9. One 120 volt 40 Amp single pole branch breaker (signal service 9-29.20(2) Neon Grid Type (RC) 10. Complete provisions for 16 breaker poles All neon grid heads shall be equipped with Z crate visors 11. Name plates phenolic black with white engraving except made of polycarbonate plastic designed to eliminate sun phantom. the main breaker which shall be red with white lettering. All name Neon tubing shall be enclosed and shockmounted inside plates shall be attached by S.S. screws. a rugged plastic module. 12. Meter base sections are unnecessary .--.-F-..�- -��...:•�� ii -�..:+� - �- .. �.. ..o..,..,-� SECTION 9-29.25 IS DELETED AND SUPPLEMENTED BY THE FOLLOWING: py;@x glass The pedestrian signal shall have a solid state message module, 9-29.25 Terminal and Interconnect Cabinets (RC) electronic ballast, no external transformer, and operate at 30 watts. The heads shall display two symbol messages, "hand" (for the The pole mounted terminal box shall be made of molded do not walk mode) in Portland orange and "Man" (for the walk fiberglass, be grey in color, be approximately 16" high x 13-7/8" mode) in lunar white. The message module shall consist of two wide x 5-7/8" deep and have a minimum of 16 terminals on the neon gas tubes -enclosed in a housing made of polycarbonate terminal blocks. The box shall be weather tight, have a single door plastic. The lens material shall be polycarbonate plastic. The with continuous hinge on one side and screw hold downs on the visors shall be flat black in color. door locking side. All hardware will be stainless steel. All mounting hardware shall be stainless steel and shall be incidental to SECTION 9-29.24 IS DELETED AND REPLACED BY THE the unit price of terminal box. FOLLOWING. Terminal blocks shall be 600V heavy duty, barrier type. Each 9-29.24 Service Cabinets (RC) terminal shall be separated by a marker strip. The marker strip shall be permanently marked with the circuit number indicated in The signal/street lighting service cabinet shall be as indicated the Plans. Each connector shall be a screw type with No. 10 post on the contract plans and detail sheets. All electrical conductors, capable of accepting no less than 3 #12 AWG wires fitted with buss bars and conductor terminals shall be copper or brass. The spade tips. cabinet shall be fabricated from galvanized cold rolled sheet steel, Cabinet doors shall be gasketed with a one-piece closed cell with 12 gauge used for exterior surfaces and 14 gauge for interior neoprene gasket and shall have a stainless steel piano hinge. panels. Door hinges shall be the continuous concealed piano type One spare 12 position terminal block shall be installed in each and no screws, rivets or bolts shall be visible outside the enclosure. terminal cabinet and amplifier cabinet. The cabinet door shall be fitted for a Best internal type lock. The Mounting shall be as noted in the contract. cabinet shall have ventilation louvers on the lower and upper sides Interconnect splice tower cabinets shall be Type F, with complete with screens, filters and have rain tight gaskets. The nominal dimensions of 22" high x 13" wide x 11" deep and cabinet door shall have a one piece weather proof neoprene gasket. constructed of cast aluminum and fitted with a Best internal lock. r Page-SP-60 Revision Date:May 19, 1997 9-30 Water Distribution Materials 9-30 Water Distribution Materials 9-30 Water Distribution Materials SECTION 9-30.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.1 Pipe 9-30.3(3) Butterfly Valves (RC) Butterfly valves shall be Dresser 450 or Pratt Groundhog, SECTION 9-30.1(1)IS REVISED AS FOLLOWS: SECTION 9-30.3(5) HAS BEEN DELETED AND REPLACED 9-30.1(1)Ductile Iron Pipe (RC) WITH THE FOLLOWING: 1. Ductile iron pipe shall be centrifugally cast and meet the 9-30.3(5) Valve Marker Posts (RC) requirements of AWWA C151. Ductile iron pipe shall have a cement-mortar lining meeting the requirements of AWWA C104.Duraila iro;i pipe tQ be joiRed using 1; !led flanged The valve markers shall be fabricated and installed in conformance with the Standard Drawings. . All other ductile iron pipe shall be Valve markers shall be carsonite composite utility marker Standard Thickness Class 5250 or the thickness class as shown in .375"x 6'-0" or approved equal with blue label "water. the Plans. SECTION 9-30.3(7) HAS BEEN SUPPLEMENTED AS 9-30.3 Valves FOLLOWS: SECTION 9-30.3(1)HAS BEEN REVISED AS FOLLOW.• 9-30.3( ) Combination Air Release/Air Vacuum Valves (RC) 9-30.3(1) Gate Valves (RC) Air and vacuum release valves shall be APCO- Valve and Va ves shall be designed for a minimum water operating Primer Corp, "Heavy-Duty," combination air release valve, or pressure of 200 PSI. Gate valves shall be Iowa List 14, Mueller equal. Company No. A2380 Kennedy, or M&H. Installation shall be per the City of Renton Standard Detail, Approval of valves other than models specified shall be latest revision. obtained prior to bid opening. Piping and fitting shall be copper or brass. Location of the air All gate valves less than 12" in diameter shall include an 8" x release valve as show on the plans is approximate. The installation 24" cast iron gate valve box and extensions, as required. All 12" shall be set at the high point of the line. diameter and larger gate valves shall be installed in a vault. See SECTION 9-30.3(8)IS REVISED AS FOLLOWS: Water Standard Detail for 12" gate valve assembly vault and 1" bypass installation. 9-30.3(8) Tapping Sleeve and Valve Assembly (RC) Gate valves shall conform to AWWA C500 and shall be iron Tapping sleeves shall be cast iron, ductile iron sw*Alass-steal, body, bronze-mounted double disc with bronze wedging device epoxy-coated steel, or other approved material. and 0-ring stuffing box. RESILIENT SEATED GATE VALVES: SECTION 9-30.3(9)IS A NEW SECTION: Resilient seated gate valves shall be manufactured to meet or 9-30.3(9) Blow-Off Assembly (RC) exceed the requirements of AWWA Standard C109 latest revisions. All external and internal ferrous metal surfaces of the gate Permanent blow-off assembly shall be permanent blow- Foundry valve shall be coated for corrosion protection with fusion bonded Co. or approved equal. Installation of blow--off perman epoxy. The epoxy coating shall be factory applied to all valve off assembly shall be per City of Renton Water Standard Detail parts prior to valve assembly and shall meet or exceed the latest revision. Pipe and fittings shall be galvanized. Blow-off requirements of AWWA Standard C-550 latest revision. Valves assembly shall be installed at location(s) shown to the plans. shall be provided with two (2) internal O-ring stems seals. The Temporary blow-off assembly on new dead-end water main shall valves shall be equipped with one (1) anti-friction washer. The be installed at location shown on the plans. resilient gate valve shall have rubber sealing surfaces to permit bi- Temporary blow-off assemblies for testing and flushing of the new water mains will not be included under this item and shall be directional flow. The stem shall be independent of the stem nut or considered incidental to the contract and no additional paymen integrally cast. t Manufacturers of Resilient Seated gate Valves shall provide shall be made. the City on request that the valve materials meet the City SECTION 9-30.5 IS SUPPLEMENTED BY ADDING THE specifications. FOLLOWING. Valves shall be designed for a minimum water operating p 9-30.5 Hydrants (RC) pressure of 200 psi. End connections shall be mechanical joints, flanged joints or Fire hydrants shall be Iowa Corey Type (opening with the mechanical by flanged joints as shown on the project plans. pressure) or approved equal conforming to AWWA C-502-85. Resilient Seated Gate Valves shall be U.S. Metroseal 250, Approval must be obtained prior to bid opening. Clow M&H Style 3067 Mueller Series 2370, Kennedy. Compression type fire hydrants (opening against pressure) Approval of valves other than model specified shall be shall be Clow Medallion M&H 929 Mueller Super Centurion obtained prior to bid opening. All gate valves less than 12 inches 200 conforming to AWWA C-502-85. in diameter shall include an 8"x24" cast iron gate valve box and extensions, as required. SECTION 9-30.5(1) IS SUPPLEMENTED BY ADDING THE All 12 inch diameter and larger resilient seated gate valves FOLLOWING: shall have a 1 inch by-pass assembly and shall he installed in a concrete vault per City of Renton Standard Details, latest revision. 9-30.5(1) End Connections (RC) Hydrants shall be constructed with mechanical joint connection unless otherwise specified in bid proposal description. Page-SP-61 Revision Date:May 19, 1997 9-30 Water Distribution Materials 9-30 Water Distribution Materials SECTION 9-30.5(2) IS DELETED AND REPLACED WITH synthetic molded rubber gasket, and shall be attached to hydrant THE FOLLOWING: adapter with 1/8" coated stainless steel aircraft cable. Fire hydrants shall be installed per City of Renton Standard 9-30.5(2) Hydrant Dimensions (RC) Detail for fire hydrants, latest revisions. Fire hydrants shall be Corey type (opening with the pressure) SECTIONS OF 9-30.6(3) HAVE BEEN MODIFIED AS or compression type (opening against pressure) conforming to AWWA C-502-85 with a 6 inch mechanical joint inlet and a main FOLLOWS. valve opening (M.V.O.) of 5 1/4 inches, two 2 1/2 inch hose nozzles with National Standard Threads 7 1/2 threads per inch and 9-30.6(3) Service Pipe one 4 inch pumper nozzles with the new Seattle Pattern 6 threads 9-30.6(3)B ' Polyethylene Pipe (RC) per inch, 60 degrees V. Threads, outside diameter of male tread Polyethylene pipe shall not be used. 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4" pentagon operating nut opened by turning counter clockwise(left). 9-30.6(3)C Polybutalene Pipe (RC) The two 2-1/2" hose nozzles shall be fitted with cast iron Polybutalene pipe shall not be used. threaded caps with operating nut of the same design and SECTION 9-30.6(4)HAS BEEN REVISED AS FOLLOWS: proportions as the hydrant stem nut. Caps shall be fitted with used for co Fittings suitable neoprene gaskets for positive water tightness under test g copper tubing shall be compression type with gripper ring. pressures. The 4" pumper nozzle shall be fitted with a Stortz adapter, 4" SECTION 9-30.6(5) HAS BEEN SUPPLEMENTED AS Seattle Thread x 5" Stortz. Stortz adapter shall be forged and/or FOLLOWS: extruded 6061-T6 aluminum alloy, hardcoat anodized. Threaded end portion shall have no lugs and 2 set screws 180 degrees apart. 9-30.6(5) Meter Setters (RC) Stortz face to be metal, no gasket to weather. Stortz cap to have Meter setters shall be installed per the City of Renton Standard Details for water meters, latest revision. Page SP-62 Revision Date:May 19, 1997 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 specified 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 EMBANKMENT (March 3, 1997) (March 3, 1997) "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 Common Borrow is added. (March 3, 1997) "Embankments at Bridge and Trestle Ends" "Increased or Decreased Quantities" revised. formula revised. 06.AP1 SECTION 1-06, CONTROL OF WORK 09,E SECTION 2-09, STRUCTURE EXCAVATION (April 28, 1997) (March 3, 1997) A new Amendment. Section 1-06.2(2) Samples A new Amendment. Sub-section 2-09.3(4) and Tests for Acceptance is supplemented. Construction Requirements, Structure Excavation, 07.AP1 SECTION 1-07, LEGAL RELATIONS AND Class B, Sub-section 2-09.4 Measurement, and RESPONSIBILITIES TO THE PUBLIC Sub-section 2-09.5 Payment are revised. Sub- (March 3, 1997) section 2-09.3(1)E Backfilling, Controlled Density A new Amendment. Sub-section 1-07.9(5) Fill is added. Required Documents is revised. Sub-section "Measurement" drywells added. 1-07.13(4) Repair of Damage is added. SECTION 3 "Required Records and Retention" revised. 09.AP1 SECTION 1-09, MEASUREMENT AND 02.AP3 SECTION 3-02, STOCKPILING PAYMENT AGGREGATES (March 3, 1997) (March 3, 1997) "Payment for Material on Hand" revised. "Asphalt Concrete Aggregates" revised. 10.AP1 SECTION 1-10, TEMPORARY TRAFFIC SECTION 5 CONTROL (March 3, 1997) 04.AP5 SECTION 5-04, ASPHALT CONCRETE A new Amendment. Sub-section 1-10.3(5) PAVEMENT Temporary Traffic Control Devices is revised. (September 30, 1996) Sub-section 1-10.5 Payment is added. A new Amendment. Sub-section 5-04.3(10)B "Conformance to Established Standards", "Traffic Control is revised. Control Labor" and "Payment" have been revised. Page-SP-63 Revision Date: May 19, 1997 WSDOT AMENDMENTS WSDOT AMENDMENTS SECTION 6 "Materials", "Trenches", "Jointing of Dissimilar Pipe", and "Payment" are revised. 02.AP6 SECTION 6-02, CONCRETE STRUCTURES "Standard plan for pipe collars pending. (March 3, 1997) 17.AP7 SECTION 7-17, SANITARY SEWERS A new Amendment. Sub-section 6-02.3(2)C Contracting Agency-Provided Mix Design, Sub- (March 3, 997) A new Amendment. Sub-section 7-17.3(2)C section 6-02.3.(6)A Weather and Temperature Infiltration Test is revised. Sub-section 7-17.2 Limits to Protect Concrete, and Sub-section 6- 02.3(24)C Placing and Fastening are revised. Materials is added. Subsection 6-02.3(6)A Temperature and Time for "Infiltration Test" revised. Placement is added. Sub-section 6-02.3(11) 18.AP7 SECTION 7-18, SIDE SEWERS Curing Concrete is added. (October 28, 1996) "Face Lumber, studs, Wales, and Metal Forms", and "Field Bending" are revised. SECTION 8 03.AP6 SECTION 6-03, STEEL STRUCTURES 02.AP8 SECTION 8-02, ROADSIDE PLANTING (April 28, 1997) (April 28, 1997) A new Amendment. Sub-section 6-03.3 A new Amendment. Sub-section 8-02.5 Payment Construction Requirements is revised. bid item "Water" is revised. 10.AP6 SECTION 6-10, CONCRETE BARRIER 09.AP8 SECTION 8-09, RAISED PAVEMENT (March 3, 1997) MARKERS A new Amendment. Sub-section 6-10.5 Payment (March 3, 1997) is supplemented with an additional item. Sub- A new Amendment. Sub-section 8-09.1 section 6-10.3(1) Precast Concrete Barrier is Description is revised. A new section, Sub- added. section 8-09.3(5) Recessed Pavement Markers is "Precase Conc. Barrier" curing revised. added. Sub-section 8-09.5 Payment is SECTION 7 supplemented and revised. Section revised St. Item from plural to singular. 4.AP7 SECTION 7-04, STORM SEWERS 10.AP8 SECTION 8-10, GUIDE POSTS (April 28, 1997) (September 30, 1996) A new Amendment. Sub-section 7-04.3(1)E Low A new Amendment. Sub-section 8-10.2 Materials Pressure Air Test - Storm Sewers is revised. Sub- is revised. Sub-section 8-10.3 Construction section 7-04.3(1)F Low pressure Air Test for Requirements is revised. Storm Sewers Constructed of Non Air-Permeable 11.AP8 SECTION 8-11, GUARDRAIL Materials is added. (March 3, 1997) 05.AP7 SECTION 7-05, MANHOLES, INLETS, AND Anchor Installation revised. CATCH BASINS (March 3, 1997) 15.AP8 SECTION 8-15, RII'RAP (March Revised to include drywells. New standard item 1997) 1062."precast conc. drywell". "Materials", and "Measurement" are revised. Revised standard item 7345 "Abandon Existing 17.AP8 SECTION 8-17, IMPACT ATTENUATOR Manhole". SYSTEMS 06.AP7 SECTION 7-06, CONCRETE PIPE (March 3, 1997) ANCHORS Construction Requirements revised. (March 3, 1997) 20.AP8 SECTION 8-20, ILLUMINATION, TRAFFIC This section is deleted in its entirety. SIGNAL SYSTEMS, AND ELECTRICAL 08.AP7 SECTION 7-08, GENERAL PIPE (March 3, 1997) INSTALLATION REQUIREMENTS A new Amendment. Sub-section 8-20.3(4) (March 3, 1997) Foundations is revised. Sub-section 8-20.3(13)A A new Amendment Sub-section 7-08.3(1)C Pipe Light standards is added. Zone Bedding is renamed to Bedding the Pipe. "Equipment List and Drawings" revised. Sub-section 7-08.3(2)D Pipe Laying -- Steel or 21.AP8 SECTION 8-21, PERMANENT SIGNING Aluminum, Sub-section 7-08.4 Measurement, and (March 3, 1997) Sub-section 7-08.5 Payment are revised. A new Amendment. Sub-section 8-21.3(6) Sign Refacing is revised. Sub-section 8-21.2 Materials Page-SP-64 Revision Date:May 19, 1997 WSDOT AMENDMENTS WSDOT AMENDMENTS is added. Sub-section 8-21.3(9)F Bases is added. A new Amendment. Sub-section 9-06.5(3) High Sub-section 8-21.3 Construction Requirements is Strength Bolts is revised. added. "High Strength Bolts" and "Anchor Bolts- are "Construction Requirements", and "Materials" revised. Correction to "Bolt, Nut, and Washer are revised. Specifications. 22.AP8 SECTION 8-22, PAVEMENT MARKING 09.AP9 SECTION 9-09, TIMBER AND LUMBER (March 3, 1997) (March 3, 1997) A new Amendment. Sub-section 8-22.4 A new Amendment. Sub-section 9-09.3(1)B Measurement is revised. Placing in Treating Cylinders is revised.. "Materials" revised. 10.AP9 SECTION 9-10, PILING 23.AP8 SECTION 8-23, TEMPORARY PAVEMENT (September 30, 1996) MARKINGS A new Amendment. Sub-section 9-10.1 Timber (April 28, 1997) Piling is revised. Sub-section 9-10.5 Steel Piling A new Amendment. Sub-section 8-23.2 is revised. Materials is revised. Use message revised. SECTION 9 11.AP9 SECTION 9-11, WATERPROOFING (March 3, 1997) OO.AP9 SECTION 9-00 DEFINITIONS AND TESTS Asphalt waterproofing revised. (April 28, 1997) 12.AP9 SECTION 9-12, MASONRY UNITS A new Amendment. Sub-section 9-00.8 Sand (March 3, 1997) Equivalent is revised. Revised. O1.AP9 SECTION 9-01, PORTLAND CEMENT 13.AP9 SECTION 9-13, RIPRAP, QUARRY SPALLS, (September 30, 1996) SLOPE PROTECTION, AND ROCK WALLS A new Amendment. Sub-section 9-01.3 Tests and (March 3, 1997) Acceptance is revised to reference "Mill Test "Concrete Slab Riprap" section deleted. Report Number". 16.AP9 SECTION 9 02.AP9 SECTION 9-02, BITUMINOUS MATERIALS (March 3, 1997) (March 3, 19997)7) FENCE AND GUARDRAIL "Posts and Blocks", revised. "Anti-Stripping Additive" revised. 03.AP9 SECTION 9-03, AGGREGATES 17.AP9 SECTION 9-17, FLEXIBLE GUIDE POSTS (September 30, 1996) (March 3, 1997) Anew Amendment. Sub-section 9-17.1 General A new Amendment. Sub-section 9-03.15 Bedding is revised. Material for Rigid Pipe is revised. Sub-section 9- 03.14(2) Select Borrow is revised. 21.AP9 SECTION 9-21, RAISED PAVEMENT "Gravel Backfill", revised to include drywells. MARKERS (RPM) 04.AP9 SECTION 9-04, JOINT AND CRACK (September 30, 1996) MATERIALS A new Amendment. Sub-section 9-21.1(1) SEALING (March 3, MA Physical and Chemical Properties and Sub-section "Joint Mortar" revised. 9-21.2(2) Optical Requirements are revised. Sub- "Joint 9-29.6(5) Foundation Hardware is revised. 05.AP9 SECTION 9-05, DRAINAGE STRUCTURES, 29.AP9 SECTION 9-29, ILLUMINATION, SIGNALS, CULVERTS, AND CONDUITS ELECTRICAL (March 3, 1997) (September 30, 1996) A new Amendment. Sub-section 9-05.6(4) A new Amendment. Sub-section 9-29.4 Structural Plate Pipe Arch, Sub-section 9- Messenger Cable, Fittings is revised. 05.6(8)A Corrugated Steel Plates, and Sub-section 9-05.12(2) Profile Wall PVC Culvert Pipe and 33.AP9 SECTION 9-33, CONSTRUCTION Profile Wall PVC Storm Sewer Pipe are revised. GEOTEXTILE Sub-sections revised and added concerning piping. (September 30, 1996) "Coupling Bands" revised. A new Amendment. Sub-section 9-33.2 06.AP9 SECTION 9-06, STRUCTURAL STEEL AND Geotextile Properties is revised. RELATED MATERIALS (March 3, 1997) Page-SP-65 Revision Date:May 19, 1997 WSDOT AMENDMENTS WSDOT AMEN I� Page-SP-66 Revision Date:May 19, 1997 I SPECIAL PROVISIONS PROVCOV.DOC\ ' 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 =, i ' CPEP Corrugated Polyethylene Pipe Conn. Connection DI Ductile Iron ' DIP Ductile Iron Pipe E East Ex, Exist Existing t FF Finished Floor 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 t1-02.2 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): ' 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. Shattuck Ave.S.Stormline Replacement Project Page 1 of 42 ' U:\AQUYNN\1999\SHATTUCK\SPECPRO.DOC The Owner assumes no responsibility for any conclusions or interpretations made by the ' Contractor on the basis of the information made available. 1-02.5 Proposal Forms t Delete the first sentence of this section and replace with the following: The Proposal and associated forms are included in these Contract Documents under t 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. t 1-03.2 Award of Contract (Supplemental Section) ' The contract award or bid rejection will occur within 30 calendar days after bid opening. 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 , 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. ' Shattuck Ave.S.Stormline Replacement Project Page 2 of42 U:\AQUYNN\1999\SHATTUCK\SPECPRO.DOC ' 1-06.7 Shop Drawings and Submittals (Additional Section) ' 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 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 t 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) Submit five copies of each submittal to the Engineer. Shop drawings and ' submittals shall be submitted on 8'/z"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. Shattuck Ave.S.Stormline Replacement Project Page 3 of42 ' U:WQUYNN\1999\SHATTUCK\SPECPRO.DOC 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. a p 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 execution, Owner will consider formal requests from Contractor 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. Shattuck Ave.S.Stormline Replacement Project Page 4 of 42 U:\AQUYNN\I999\SHATTUC K\SPECPRO.DOC ' ' 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 twhich 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 7-17.2 Sanitary Sewer Pipe Materials ' 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 and Sanitary Sewer Trenches 9-30.1(6) Restrained Joint Pipe and Fittings ' 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. Shattuck Ave.S.Stormline Replacement Project Page;of 42 ' U:\AQUYNN\I999\SHATTUCK\SPECPRO.DOC 2. If archaeological findings include human remains, the Engineer shall contact a t 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 t Owner shall extend the duration of the Work Suspension Order. 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: t 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 the fill settle to such extent as to require refilling or resurfacing roadway surfaces to restore the original or intended condition or grade. Shattuck Ave.S.Stormline Replacement Project Page 6 of 42 U:\AQUYNN\1999\SHATTUCK\SPECPRO.DOC , 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. 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 a sod 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 service will 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. Shattuck Ave.S.Stormline Replacement Project Page 7 of42 ' U:\AQUYNN\1999\SHATTUCK\SPECPRO.DOC 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 t expense. 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 , Shattuck Ave.S.Stormline Replacement Project Page 8 of42 U:\AQUYNN\1999\SHATTUCK\S PECPRO.DOC , protective coating, housing, or other protective device, or the severance, partial or 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. I. "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 Shattuck Ave.S.Stormline Replacement Project Page 9 of42 ' UAAQUYNN\1999\SHATTUCK\SPECPRO.DOC locator service. All owners of underground facilities within a one-number locator service ' 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 before 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 f 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: Shattuck Ave.S.Stormline Replacement Project Page 10 of42 U:\AQUYNN\I999\SHATTUCK\S PEC PRO.DOC , ' 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). Shattuck Ave.S.Stormline Replacement Project Page 1 1 of42 ' U:\AQUYNN\1999\SHATTUCK\SPECPRO.DOC 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 ' 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(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. ' B. Insurance Questionnaire (enclosed within Attachment A herein) completely filled out and appropriately executed: Shattuck Ave.S.Stormline Replacement Project Page 12 of 42 U:\AQUYNM1999\SHATTUCK\SPECPRO.DOC , C. Insurance Endorsement (enclosed within Attachment A herein) executed by an appropriate representative of the insurance company(ies). 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 complaints 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: 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. Shattuck Ave.S.Swrmline Replacement Project Page 13 o142 ' U:\AQUYNM1999\SIIATTUCK\SPECPRO.DOC Estimates of quantities of materials furnished by the Engineer are understood to be 1 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." i 1 1 1 1 1 1 1 1 1 1 Shattuck Ave.S.Stormline Replacement Project Page 14 of42 U:\AQUYNN\1999\SHA'TUCK\SPECPRO.DOC 1 1-09.9 Payments Supplement this section with the following: "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: ' 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 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. 4. At least 30 days have elapsed 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. Shattuck Ave.S.Stormline Replacement Project Pa,-e 15 of42 U:\AQUYNM I999\SHATTUCK\SPECPRO.DOC 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 which determines 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. 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. 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. r D. Traffic Control Plan. Shattuck Ave.S.Stormline Replacement Project Page 16 of 42 U:\AQUYNN\1999\SHATTUCK\SPEC PRO.DOC ' E. 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 idays 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. 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 public access during construction. The Contractor is responsible for controlling mud and dust on any route used by trucks or equipment, as noted in Supplemental Specifications Section 1-07.23. The Contractor shall ' be prepared to use power sweepers, watering trucks, and other means necessary to avoid creating a nuisance. Any debris on the roads shall be cleaned immediately. No additional payment will be made for this work. 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 Section 1-07.23 and Standard Specifications Section 1-07.23. Bid Item 4: Erosion Control (LS) Shattuck Ave.S.Stormline Replacement Project Page 17 of 42 U:\AQUYW 1999\S HATTUCK\SPECPRO.DOC 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 made 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 work 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. 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. Shattuck Ave.S.Stormline Replacement Project Page 18 of42 U:\AQUYNN\1999\SHATrUCK\SPECPRO.DOC ' Bid Item 6: 18-inch CPEP Stormwater Pipe (LF) ' This item includes the complete cost to furnish and install the 18-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 Thermopastic 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. 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 18" diameter 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 18-inch CPEP Storm Pipe of the type and class shown will be made at the linear foot bid price, which payment will be complete compensation for all labor, materials, equipment, 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, erosion and sedimentation control, cleaning, and 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. Bid Item 7: 12-inch CPEP Stormwater Pipe (LF) This item includes the complete cost to furnish and install the 12-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 Thermopastic 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. Shattuck Ave.S.Stornline Replacement Project Pase 19 of 42 U:AAQUYNN\I999\SI IA"f"I'UC'K\SI'I:CI'RO.DOL 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, t 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 12-inch CPEP Storm Pipe of the type and class shown will be made at the linear foot bid price, which payment will be complete compensation for all labor, materials, equipment, 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, erosion and sedimentation control, cleaning, and 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. Bid Item 8: 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. 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. Unsuitable excavated material will be disposed of offsite. This includes all soil, asphalt, concrete, and other excavated material. Payment to haul and dispose of unsuitable excavated material shall be included in the unit bid price. 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 Shattuck Ave.S.Stormline Replacement Project Page 20 of42 U:\AQUYNN\1999\S I IATTUC K\S PEC PRO.DOC back-fill material, haul, placement, compaction, compaction testing, etc. required to complete this item of work in accordance with the Contract Documents. Bid Item 9: Furnish and Install Quarry Spalls (Ton) This item will be used when the bottom of excavations and trenches does not present a stable surface for placement and compaction of backfill or pipe bedding. Quarry Spalls shall consist of broken stone, sound and resistant to weathering. Broken concrete shall not be used. Quarry spalls shall conform to the requirements of Standard Specifications ' Sections 9-13 and 9-13.6. Unsuitable excavated material will be disposed of offsite. This includes all soil, asphalt, concrete, and other excavated material. Payment to haul and dispose of unsuitable excavated material shall be included in the unit bid price. Measurement for furnishing and placing quarry spalls 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 Furnish and Install Quarry Spalls 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. Bid Item 10: Connect To Existing CB Type 2 (EA) This item shall cover the complete cost to connect the new storm system to the existing Type 2 catch basins in Shattuck S. Ave.. The price includes excavation, protecting existing CB, any temporary bypass needed to accomplish the connection, dewatering, core drilling, joints and gaskets, backfilling, and all other items and work necessary for a complete connection. Connection shall be per Standard Specification Section 7-05.3(3). Any damage to the manhole resulting from the Contractor's operation shall be repaired at no expense to the City. Payment for Connect To Existing CB Type 2 will be made at the per each unit price bid, 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: Furnish and Install CB Type 2. 48 Inch (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, appurtenances, adjustment, connections to existing systems, excavation, native material replacement and compaction, hauling and Shattuck Ave.S.Stormline Replacement Project Page 21 of42 U:\AQUYNN\1999\SHATTUCK\SPEC PRO.DOC proper disposal of excess and unsuitable materials, dewatering, bedding, and all other items and work necessary to complete this item of work. Catch Basin Type 2 shall be per City of Renton Standard Detail B 027. 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 12: Furnish and Install CB Type 1 (EA) ' This item shall cover the complete cost to install new Type 1 Catch Basins. The price includes all labor, materials, equipment, concrete base, precast concrete catch basin sections, catch basin frame, grate or lid, appurtenances, adjustment, connections to existing systems, excavation, native material replacement and compaction, hauling and proper disposal of excess and unsuitable materials, dewatering, bedding, and all other , items and work necessary to complete this item of work. Catch Basin Type 1 shall be per City of Renton Standard Detail B 012. Payment for Furnish and Install CB Type 1 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 13: Remove Existing Storm Manholes (EA) This item shall cover the complete cost to remove and dispose of existing Stormwater Manholes. Each manhole will be completely removed, including the base, and hauled ' offsite for disposal. The price includes all labor, materials, equipment, excavation, disconnection from the existing system, backfill material, placement and compaction, hauling, and proper disposal of the manhole, asphalt, and other excess and unsuitable materials, and all other items and work necessary to complete this item of work. Waste materials shall be disposed of at an approved and licensed site, or recycling facility, per Standard Specification Section 2-03.3(7)C ' Payment for Remove Existing Storm Manholes 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 14: Remove and Dispose of Existing Stormwater Pipe (LF) ' This item shall cover the complete cost to remove and dispose of existing Stormwater Pipe. , The pipe at each area will be completely removed and hauled offsite for disposal. The price includes all labor, materials, equipment, excavation, disconnection from the existing system, backfill material, placement and compaction, hauling, and proper disposal of the pipe, asphalt, and other excess and unsuitable materials, and all other items and work necessary to complete this item of work. Shattuck Ave.S.Stormline Replacement Project Page 22 of42 U:\AQUYNN\1999\SHATTUCK\SPEC PRO.DOC Payment for Remove Existing Stormwater Pipe 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 15: Lower Side Sewer (EA) This item will be used to lower any side sewers that may be encountered during construction of the new stormwater line. Side sewers shall be lowered to clear the new stormwater pipe by at least 6 inches vertically. Side sewer construction shall conform to ' City Details B 078 and B 079. Lowering side sewers may be accomplished by cutting the existing sewer pipe back to the property line and installing a vertical cleanout per B 079. The vertical cleanout shall be marked with a 2" x 4° stud from the cap to the ground surface. The side sewer shall be lowered to pass beneath the new stormwater line and reconnected to the existing side sewer beyond the stormwater line. The side sewer may be relocated above the stormwater line. The minimum slope for the side sewer shall be at least 2%. ' The vertical cleanout may be located away from the property line if private improvements make extension to the property line unfeasible. The exact construction method for lowering side sewers shall be reviewed with the City Inspector for approval prior to lowering. All pipe, fittings, and material used shall be approved by the City of Renton Wastewater Utility. Rubber or neoprene gaskets as specified by the manufacturer, shall be used on the joints. Pipe bedding shall be Bedding Material For Thermopastic 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. 1 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. Payment for Lower Side Sewer will be made at the per each unit bid price, which payment ' will be complete compensation for all labor, materials, equipment, clearing and grubbing, excavation, new pipe, installation, bedding, all appurtenances (such as special fittings, bends, connections, etc.), placement of trench back-fill, compaction, compaction testing, dewatering, water, disposal of excess materials, grading, erosion and sedimentation Shattuck Ave.S.Stormline Replacement Project Page 24 of 42 U:\AQUYNN\1999\SHATTUCK\SPECPRO.DOC control, cleaning, and testing, and temporary bypass of all system flows during construction etc. required for complete installation, and to complete the work in accordance with the Contract Documents. Bid Item 16: Pavement Saw Cutting (LEI This item shall cover the complete cost for final saw cutting of the existing pavement for the i 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 i considered complete compensation for all labor, equipment and materials required to complete this item of work in accordance with the Contract Documents. Bid Item 17: Install ACP Trench Patch and Curbs (Ton) This bid item shall be used for all preparation, placement and restoration costs associated with asphalt concrete pavement (ACP) work for trench patching. This item includes asphalt placement around catchbasins and construction of asphalt curbs. This item may also be used with City approval for other asphalt repair and restoration. ' All areas will be restored with a Typical Trench Patch per Standard Plan H032A. The ACP layer above the crushed surfacing shall be 2-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. No additional payment will be made to correct ACP not installed in accordance with the Specifications. Old asphalt, soil, and other excavated material will be disposed of offsite. Payment to 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. ' The 6-inch layer of crushed surfacing shall conforming to Section 9-03.9(3) for top course and placed in accordance with Section 4-04.3. Payment for crushed surfacing 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. 1 Shattuck Ave.S.Stormline Replacement Project Pale 25 of42 U:\AQUYNN\t 999\SHATTUCK\SPECPRO.DOC No measurement nor 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 and Curbs 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 18 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 Drawings and as directed by the City. This item includes both Base Course and Top Course per Standard Specifications Section 9-03.9(3). Crushed surfacing for ACP pavement subgrade shall be in accordance with the ACP Trench Patch bid item. ' 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 to fill in erosion ditches that have formed along the edge of the street, and placement of 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 amount. 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. Bid Item 19: 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. This item includes restoration of all grass and gravel surfaces adjacent to the work area. All grass surfaces shall be raked smooth, have 4 inches of topsoil placed, and shall be I mulched and hydroseeded. The topsoil shall smoothly tapered into adjacent surfaces. ' The contractor shall salvage and preserve, and replant any existing shrubs that are disturbed during construction. If the existing shrubs die the contractor shall replace them with shrubs of the same species, size, and density. The contractor shall warrantee all shrubs for one year after completion of the project. The contractor shall replace any Shattuck Ave.S.Stonnline Replacement Project Pace 26 of 42 U:\AQUYNN\1999\SHATTUCK\SPEC PRO.DOC shrubs that die within the one year period with new shrubs at no cost to the City. All replacement shrubs shall have the same one year warrantee and replacement guarantee. This item includes restoration of all pavement markings including stop bars, striping, and buttons, with new markings. Restoration shall include replacement of all existing 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. r t Shattuck Ave.S.Stormline Replacement Project Page 27 of42 U:\AQUYNN\1999\SHATTUCK\SPECPRO.DOC ' i r 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. 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. Shattuck Ave.S.Stormline Replacement Project Page 28 of 42 U:\AQUYNN\I999\SHATiUCK\SPECPRO.DOC i 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. Shattuck Ave.S.Stormline Replacement Project Page 29 of42 U AAQUYNN\I999\SHATTUCK\SPEC PRO.DOC 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. i5-04.2 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. 5-04.3(9) Spreading and Finishing Supplement this section with the following: Asphalt Concrete Pavement (ACP) Class B i 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 Plans and City of Renton Standard Plan H032 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: Shattuck Ave.S.Stormline Replacement Project Page 30 of 42 U:W QUYNN\1999\SHATTUC K\SPEC PRO.DOC 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 Asphalt Concrete Pavement Overlays 5-04.6(1) Scope of Work The intent of these Specifications is to provide a minimum of 2 inches compacted depth of class "B" asphalt concrete pavement at various locations, which are shown in the Plans or identified in the bid items. All work required to complete the overlay, but not specifically mentioned on the Plans and Specifications, shall be performed by the Contractor and shall be considered as incidental to the construction, and all costs, therefor, shall be included in the bid item price. At all times, there must be materials on the job site to handle any spills caused by the Contractor, such as tack, oils, diesel, etc.. Materials shall include, but not be limited to, oil absorbent pads and "kitty litter". The Contractor must supply said materials at his expense ' and, in the event of a spill, be responsible for cleanup and disposal of contaminated materials. 5-04.6(2) Traffic Control: Notifications The Contractor shall be responsible for delivering notification twice to all properties that front on, or access from, any street on which the asphalt concrete is to be applied. The first notification shall be made approximately one week prior to the day the work is scheduled to begin on the street and the second shall"be made twenty-four-hours (24 hours) prior to the beginning work. On streets to be overlaid, the Contractor shall post "No Parking" signs a minimum of 72 hours in advance of the work taking place. The signs shall specify the date and hours that the parking restrictions will be in effect. The Contractor shall obtain prior approval for the parking restrictions from the City of Renton Department of Public Works Transportation Systems Division. The Contractor shall be responsible for coordinating with the City's inspector and/or Police Department if the need arises to tow any vehicle(s) violating a posted "No Parking" sign. However, the Contractor shall first make an effort to contact the vehicle owner if it is likely the owner is in the area. The Contractor shall provide and use sufficient traffic control equipment and trained personnel at all times. The Federal Highway Administration's 1988 Manual On Uniform Traffic Control Devices for streets and highways shall be the guideline used to determine adequate traffic control. Proper traffic control and safety procedure will be used during all phases of the work, to include utility adjustments. All work and materials associated with the notification procedures shall be incidental to the project, unless a specific item for "Traffic Control" is included. Shattuck Ave.S.Stormline Replacement Project Page 31 of42 U:\AQUYNN\1999\SHATTUCK\SPECPRO.DOC 5-04.6(3) Removal of Structures and Obstructions The Contractor shall remove all plastic traffic buttons, thermoplastic stop-bars and thermoplastic cross-walks from roadway surface, and the area shall be swept clean prior to application of the tack coat for overlay. The removal and disposal of plastic traffic buttons and thermoplastic legend, stop-bars and crosswalks, shall be considered incidental to the project and no additional compensation shall be made. 5-04.6(4) Preparation and Placement The Contractor shall maintain existing surface contour during overlay, unless otherwise instructed by the Engineer. 5-04.6(4)A Preparation of Existing Surfaces The Contractor shall provide their own mechanical sweeping equipment. The sweeper will be on the project prior to the start of paving, to insure the streets to be paved are clean before the tack coat is applied. The sweeper will keep the streets clean ahead of the paving machine and clean the streets behind the empty trucks that have dumped their loads into the paving machine. The sweeper must sweep all streets made dirty by the Contractor's equipment. If the paving machine is "walked" from one site to another, the sweeper must sweep up behind paving machine. The sweeper shall not leave the overlay site until given permission by the City's inspector. ' 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(4)B Utility Adjustments The Contractor shall install "poppers" to assist in locating the utility lids. All utilities shall be painted with a biodegradable "soap" to prevent the tack and ACP from sticking to the lids. Diesel will not be used. After the application of soap, catch basins shall be covered to prevent tack and ACP from getting into catch basin. The Contractor shall locate all utilities for access immediately after overlay and mark the ' location by means of painting a circle around the location and scooping a portion of asphalt 4"-6" in diameter and the depth of the overlay from the center of the utility location. The Contractor shall locate and completely expose gas and water valves for access immediately after final rolling. The day following the start of application of ACP, utility adjustments must begin. The Contractor shall have an adjustment crew adjusting utilities every workable working day until adjustments are complete. During the adjustment of any utility, existing concrete bricks or grouting material that has been broken or cracked shall be removed and replaced at the Contractor's expense. Shattuck Ave.S.Stormline Replacement Project Page 32 of42 U:\AQUYNN\1999\SHATTUCK\SPECPRO.DOC Utility adjustment shall be made per contract with respect to materials and methods except for revisions approved in the field by the City engineer. Utility adjustments must be completed five (5) working days after overlay is complete, and within the specified working days. 5-04.6(4)C Spreading and finishing The Contractor shall maintain a straight edge on mat, where there is no gutter-line, to a ± 2" per 100 linear feet tolerance. The Contractor may be required to pull a string line and paint a line as a guide. During overlay procedure, driveways and connecting streets shall be tied to new mat by means of adding additional material and "FEATHERING" the edge. All material raked off shall be removed from site. The Contractor shall not use vibration when compacting on streets where A.C. Line (Asbestos Concrete) is used (refer to City of Renton comprehensive Water System Plan, figure #7, 1/15/92). 5-04.6 5O Payments Y See bid items descriptions for units of measure and payment. i Shattuck Ave.S.Stormline Replacement Project Page 33 of42 U:\AQUYNN\1999\SHATTUCK\SPECPRO.DOC DIVISION 8 >� MISCELLANEOUS CONSTRUCTION 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 Sediment Control Fencing Hay Bales and Mulch Covering Soil with Plastic Covering Miscellaneous Erosion Control 8-01.2 Materials Supplement this section with the following: Filter fabric used in the Sediment Control Fencing shall be equal to Mirafi 10OX or approved equal. 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. If a bid item for Erosion Control is not listed, the cost of all such work shall be considered incidental and included within the unit bid prices in the contract. �I Shattuck Ave.S.Stormline Replacement Project Page 34 of42 U:\AQUYNN\I999\SNATTUCK\SPEC PRO.DOC 8-22 PAVEMENT MARKING 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. 8-22.5 Payment Supplement this section with the following: 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. l� Shattuck Ave.S.Storm]ine Replacement Project Page 35 of 42 U:\AQUYNN\1999\SHATTUCK\S PECPRO.DOC r DIVISION 9 MATERIALS 9-05 DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS 9-05.19 Corrugated Polyethylene Culvert Pipe (CPEP) (Addition) 9-05.19(1) Description Corrugated Polyethylene Pipe (CPEP) shall be corrugated high-density polyethylene pipe with smooth internal wall manufactured by Advanced Drainage Systems (ADS), or approved equivalent. 9-05.19(2) Pipe Material and Fabrication CPEP shall be in conformance with the latest version of ASTM F 667 or AASHTO M 294, rType S. 9-05.19(3) Fittings and Gaskets Fittings shall be gasketed PVC fittings. Gaskets shall conform to ASTM F 477. Fittings shall conform to ASTM F 1536 or ASTM D 3212. Fittings shall be manufactured by Nyloplast USA, Inc., or approved equivalent. 9-05.19(4) Installation Pipe and fittings shall be installed per the manufacturer's recommendations. Lubricate gasket and fitting socket with manufacturer-approved lubricant prior to pushing pipe into fitting. t r Shattuck Ave.S.Stormline Replacement Project Page 36 of42 U:\AQUYNN\1999\SHATTUCK\SPECPRO.DOC e TRAFFIC CONTROL INFORMATION r TRAiFCOV.DOC CITY OF RENTON TRANSPORTATION SYSTEMS—TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN CONSTRUCTION COMPANY: APPL. DATE: ADDRESS: PERMIT ' PHONE : ( ) CONSTRUCTION SUPERINTENDENT: MOB./CEL. ( ) PROJECT LOCATION: N/E/S/W OF: FAX ( ) WORK TIME: APPROVED BY: WORK DATE: APPROVAL DATE: NOTES: 1) CALL 911 (USING LOCAL PHONE) OR (253) 852-2121 (USING CELL PHONE), FIRE do POLICE DEPARTMENTS BEFORE ANY CLOSURE. 2) CALL METRO TRANSIT CONTROL CENTER AT (206) 684-2732 AT LEAST TWENTY—FOUR (24) HOURS BEFORE ANY STREET OR LANE CLOSURE AND 30 MINUTES BEFORE THE ACTUAL CLOSURE. 3) THIS PLAN MUST BE SUBMITTED AT LEAST THREE (3) WORKING DAYS PRIOR TO WORK 4) APPROVED TRAFFIC CONTROL PLAN MUST BE AT WORK SITE DURING WORK HOURS. COMMENTS: SKETCH NORTH OFI COPY T— I have been informed of my responsibilities for traffic control and OFMFCECONTR COP TOR agree to comply with all traffic regulations of the City of Renton. INSPECTOR NEIL WATTS/ SIGNATURE: DATE: POLICE (57UCKDENNIS DUBBER FlRE CHUCK DUFFY Ac STA. /11 Q 1,TT11 1C OPERATIONS\T11,CTMP 1 I, representing agree to comply with all traffic regulations of the City of Renton. I shall prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. I shall notify emergency services twenty-four (24) hours before any street or lane closures. I understand any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in my receiving a citation for violation of R.C.W. 47.36.200 through 47.36.220, 9A.36.050 Reckless Endangerment, and other applicable State and City codes. I certify I am responsible for the project and the responsible party to be cited for violation of R.C.W. 47.36.200 through 47.36.220 or 9A.36.050 Reckless Endangerment, and other applicable State and City codes. NAME: D.O.B.: SS#: HOME ADDRESS: WORK ADDRESS: WORK PHONE: HOME PHONE: COLOR EYES: WEIGHT: HEIGHT: COLOR HAIR: WASHINGTON STATE DRIVERS LICENSE NUMBER: h:\division.s\tmnspor.m6operatioVraf-con\fines TYP. • SIGNS BARRICADES USED IN ROADWAY CONSTRUCTION AREAS ROAD ROAD CLOSED ROAD CLOSED ANEAb T° ROAD CLOSED ILOCALTAAFFIC OHIY TIM TRAFFIC 48"XBQ* 60"X30" so`x'3o" CLOSED ILK.ON SILVER(REFLl BLK•ON SILVER(REFL3 13M011 SILVER(REFL.) LOCAL TRAFFIC ROAD DETOUR ROAD ONLY CONSTRUCTIO CLOSED AIIEAD AHEAD AHEAD TYPE lil 13ARRiCA01~ TYPE 111 BARRICADE ORANGE ON SILVER (REFL) 48 X 48 " 48"X48" 4B"X 48" BLK.OH ORAIIGEIREFL) BLKiREFL,ANGE BLK.Oil ORANGE S,0 ' FAHEAD ER A11EAD 4B'X24" 48"X24" 48'X 48" BLK.ON ORANGE BLK. ON ORANGE BLK.ON ORANGE (REFLI (REFL.) TYPE 1 BARRICADE (REfL) QRANGE ON SILVER TYPE 11 BARRICADE (REFLA ORANGE ON SILVER (REFL) =CONSTRUCTION DETOUR X X ROADCOtISTRUCT1011 41.P.H. 60`X24 48"X IBM AIfEAD BLK.Oil ORANGE BLK, ON ORANGE 244X24" tREFLI (REFL.I BLK.OII ORANGE• - LOCAL (REFL) 25 TRAFFIC DETOUR ONLY VERTICAL PANEL PORTABLE 48`XIB" 30`X38" (R EFL) 18" TRAFFIC DELINEATOR 8LK.0N ORANGE BLK.ON ORANGE CONE (REFLI (REFL.) ORANGE ORANGE MW AM M Am ' AM M In NOTES ENo 1. Floodlights shall be provided to mark flogger stations at night. ROAD WORtc O ho 2. If entire work area Is visible from one station, one flogger may G20-2o 1 be used, otherwise two (loggers and signing will be required each ,11 direction. 3. Sign sequence is the some for both directions of travel. O �O 4. See Buffer Data Table. Use of buffer vehicle Is recommended, it may be a work vehicle. If buffer vehicle is used, minimum / ho from end of toper to work area shall be total of "R" (roll ahead \ o distance) plus length of vehicle, plus "B" (buffer space). If buffer vehicle is not used, minimum distance shall be "B". ^) O 5. Steady burning warning lights (Type C. MUTCD) should be used to Ke mark channeiiZing devices of night as needed. e 6. Either reverse cone toper or sign G20-2o may be used to show end �° y 5° of work area. o ( oo <J> / ho M20-7o BUFFER DATA at Buffer Space PREPARED Speed (MPH) 25 1 30 1 35 1 40 1 45 1 SO 1 SS 1 60 1 65 / TO / STOP B (FT) SS 1 85 120 170 220 280 335 415 485 74— M20-BO1 (optional) Buffer vehicle Roll Ahead Distance ONE LANE 4 Yard Dump Truck Stationary Moving k ROAD 24.000 LOS Operation Operotion ` AHEAD B (FT) 100 175 t- M20-4 Roll Ahead Stopping Distance Assumes CHANNELIZING 65 MPH Speed and Dry Pavement DEVICE SPACING (FT) x MPH I Toper Tongent SIGN SPACING TABLE ROAD 50/65 40 80 WORK Roadway Type Speed X AHEAD �j 35/45 30 60 IF0W L0CAL Freewo s and 150G'_ 25/]0 20 40 Expres woys 55/65 MPH (or cs per N21 4 Q�gg ((��(���ppec M U S M MUT ) Q�J�UVV� ll IVJ�JLS Rural Roods 45/55 MPH 500'! Urban Arterials 35/40 MPH 350'! LEGEND Urban Streets TRAFFIC CONTROL PLAN one Channelizing Devices Residentai P5/30 MPH 200�t and BusinlSs WASHINGTON STATE DEPARTMENT Of TRANSPORTATION K— Flogger Districts OLYMPIA, WASHINGTON Typical application of traffic control devices on a two-lone highway where one lone is closed and flagging is provided. APPROVED MONTH DAY, YEAR inccrporotea cnonees to Cnoprer 6 of M1TCD and resigned SJD DATE REvlslo„ eY APPR'0 STANDARD PLAN K-2 4 lao NOTES t - Zi. See Buffer Data cable. Use of buffer vehicle o is recommended. It may be a work vehicle. If buffer vehicle is used, minimum distance from end of toper to work area shall be total of "R" n u T o (roll ahead distance) plus length of vehicle, plus e T WORK o "B" buffer space. If vehicle is not used, minimum X X L/3 AREA distance shall be '"B". L 2' MIN 500' MAX G20-2a ROAD Buffer vehicle with END WORK SHOULDER beacon (optional) ROAD WORK WORK (See Note 1) AHEAD or reverse cone taper to W20-1 W21-5 show end of work area CHANNELIZING MINIMUM TAPER LENGTH DEVICE SPACING (FT) = L IN FEET MPH Toper tangent Lane Posted Speed Width (MPH) 35 30 so (feet) 25 1 30 35 25/30 20 1 40 10 105 150 205 11 115 165 225 12 I25 180 245 SIGN SPACING TABLE Speed K BUFFER DATA O )CAL � V 35 MPH 350'1 Buffer Space ,�® 6 S 25/30 MPH 200"! Speed (MPH) 25 1 30 35 B (FT) = 55 85 120 Buffer Vehicle Roll Ahead Distance 4 Yard Dump Truck Stationary 24,000 LOS Operation R (FT) = 100 TRAFFIC CONTROL PLAN VASNUK70 STATt COMTNErT Of TRArYORTATIN LEGEND an►u,rAaaxttar 0 0o Channelizing Devicesgift ADOPTED CITY OF RENTON undard,d �� S Plans lam Typical application - shoulder work on urban street • Lan Dan 10/20/1995 with minor encroachment on traveled lane. Plan No K-13 SP PAGE KO17 GENERAL NOTES L1_AJ Flathing warning lights (Type A, MUTCD) should M4-9(L) be used to mark barricade,at night as needed. Slane RII-2 and W20-3 may display the optional message"STREET'as approprlats. FIRST STREET Signs RII-3$Road(Street)Closed to Thru Traf- Ma �—flc',or RII-4'Local Traffic Only'may be sub- -9(L) tltuted for sign RII-2 where applicable. z M4-10(R) DETOUR For additional guidance,'Second Street"street o / _ name signs.D3-I,may be used with the M4-9 G20-2 z m --- ¢ detour signs,and may be black on orange. LLJ W 0 an~ C o RII-2 W = The two M4-9(R)detour signs on Second Str- M4-9(R) m j M Q set should display an advance arrow when In- M4-9(R) o stalled mid-block. ow W20-2 IV SECOND STREET WORK AREA W20-2 W20-3 0 W v 1Tt� to � ? Q C3 p W20-3 M4.9( 1 RII-2 O O 0 M4 9(R) o H W = oo D0 � —� o DETOUR � � � rn v v v M4-IO(R) z G20-2 anoi3a THIRD STREET � M4-9(L) � z — z W W Q < W W 7 Z o v W W 2 0 0 n 3 u vo M4-9(L) ? a 0 o W LL TRAFFIC CONTROL PLAN TYPICAL APPLICATION —DETOUR SIGNING FOR STREET CONSTRUCTION PROJECT IN A STREET GRID. LEGEND T�BARRICADE Y ADOPTED O��TO't CITY OF RENTON • ' • STANDARD PLANS 'P ■ , LST DATE:17-Jul-81 �N.rO Y � � o CITY OF RENTON SURVEY CONTROL NETWORK Vertical Control 3rd Order, 1st Class North American Vertical Datum 1988 Meters IHorizontal Control 2nd Order, 1st Class North American Datum 1983/1991 Meters 1st Printing January 1995 Revised &Reprinted January 1997 ' 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 around the City. Four NAD 1983/1991 National Geodetic Survey (NGS) high precision TS SERVER//SYS2\MAPS\33m\controt\scn.doc i 16 January, 1997 1 TABLE 1. , LAMBERT CONFORMAL CONIC PROJECTION TABLE Washington Coordinate System of 1983/1991,North Zone for Renton Tabular. Grid Latitude Radius Difference Scale 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 scaie 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 277-5569. This document will be updated on an ongoing basis as monuments are upgraded, added or as corrections are made. TS SERVER//SYS2\MAPS\83m\control\scn.doc 111 16 January, 1997 5318 CITY OF RENTON 60 SW 7th St 6; jh 63 ........... ............ ................... .............. ....... SURVEY CONTROL NETWORK LEGEND < E SW q S4 0 -Y Horizontal Vertical S Renton Village P1 ................ ---- -- 2222 -Y Horizontal Only 1856 3333 16th St .................... Vertical Only s 15th St Z�i .. .................. .............�wj 76 6 t2 L 9 5.................8 un\� z— S 17 St tit o;t < 1 th.......... ��' ; ,� fl / t o�,1� s lg!v) ................ ........... SW 19th St ..........s . ........ L........ J L ........... F"*"*'*-"—'*t nij! 17 sw 21st St 21st Sti ..............1 < ..................... 650 1300 4 �1 ":2 1:7,800 1161 1 SW 23rd St S 23rd 2 11 1 ... ......... "0 ................................. ..... ... TECHNICAL SERVICES 9 15510 Js ........................ ................... ♦ + PA3/PW TECHNICAL SERVICES 1160 cr) ff 01/10/97 5319 5330 SECTION 19 T23N R5E W.M. ' 24-Oct-96 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 476 Location: Top of 1/2" iron pin in concrete monument in case 15' east of centerline ' intersection of Shattuck Avenue and South 15th Street. Monument: 1/2 IN IRON PIN IN CONC MON IN CASE ' NORTHING: 52799.569 EASTING: 396025.653 ELEVATION: 40.495 659 , Location: Found a 1/8" bronze pin and concrete plug in 2" inside diameter steel pipe down 0.5' in a monument case at the constructed intersection of S Puget ' Drive & Benson Drive S. This mark is an alternate to the quarter comer to sections 19 & 20, T23N, R5E. Monument: 1/8 IN BRONZE PIN & CONC PLUG IN 2 IN STEEL PIPE, IN CASE, DN. 0.5' ' NORTHING: 52798.357 EASTING: 396377.308 ELEVATION: 26.055 ' 754 'Location: Found a 1/2" brass plug with a punch mark grouted in on easterly side of a 4"x4"concrete post monument down 0.6' in a monument case at the constructed intersection of SW 7th Street & Seneca Avenue SE. Monument: 1/2 IN BRASS PLUG W/PUNCH ON C�NC MON, IN CASE, DN. 0.6' NORTHING: 53620.647 EASTING: 395016.102 ELEVATION: 6.801 ' i 5319-2 1 SECTION 19 T23N R5E W.M. 24-Oct-96 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 912 ' Location: Found a tack in lead in a 4" x 4" concrete post in a monument case at the intersection of Grady Way and Lind Ave SW. Easternmost of two monument case in the intersection. ' Monument: TK IN LEAD IN 4 IN X 4 IN CONC. POST IN MON. CASE NORTHING: 53185.732 EASTING: 395219.138 ELEVATION: ' 1160 N 1/4 Corner 30 T23N R5E Location: Found a 1/2" bronze button with a punch on a concrete post monument down 0.3' in a monument case approximately 6' east of the constructed centerline ' of East Valley Highway at the northerly margin of an east-west pipeline right- of-way. Another monument (found a copper tack in lead on a concrete post monument down 1.0' in a monument case) exists approximately 6' west in ' the constructed centerline of East Valley Highway. Monument: 1/2 IN BRONZE BUTTON W/PUNCH ON CONC MON, IN CASE, DN. 0.3' ' NORTHING: 51991.935 EASTING: 395595.663 ELEVATION: 5.743 1161 NW Corner 30 T23N R5E Location: Found a 3" pipe 1.0' tall 900' west of Lind Ave SE on pipeline R.O.W. west from the extension of SW 23rd St. on east side of creek. Monument: CAPPED 3 IN IRON PIPE WITH [X] NORTHING: 51993.586 EASTING: 394884.710 ELEVATION: r 5319-3 CITY ENGINEER'S OFFICE * RENTON, WASHINGTON MUNICIPAL BUILDING 200 MILL AVENUE SOUTH RENTON.WASHINGTON 98055 • 235-2631 ' MONUMENT TIES SKETCH XEFEXENCE =51 FIELD BOOK PAGE DATE MACE BY , F���c rZ r.•,�_ �sflf! 7TU�-� 14'1z .S, � y f r 7 ' DESCRIDED BY. .''H . . . . . .. . . . . . . . . . . . . .. . . . c�IV --- CITY ENGINEER'S OFFICE * RENTON, WASHINGTON MUNICIPAL BUILDING ♦ 200 MILL AVENUE SOUTH • RENTON,WASHINGTON 98055 • 235-2631 MONUMENT TIES SKETCH REFERENCE TIES , Field Book Page Date Made By N SET LEAD — 20' I 2 ' TACK , . . I 0 t Q II a 'a \ \ l9 W > N \ 1 IY N � N i SET LEAD & Q TACK a a � Described by...KM,o ma' s 20 'Y 2 PB P W 6-01 9/26/95 DESCRIPTION OF INTERSECTION MARK Z 5 1 Date .__.................................................................. ......................Corner Typeof new mark set .. --......_.._.._... .._-- --_.._..__----------------------------------------------- Section....../3......... Type of old mark found 19'A ST S/�if1'GAL /f VE: S ......----•--.- Township ..�-.,3..^!.. ' Range ......... --- -----------------•------.--.-----•-.--------- ------.-.------- .....----.--------------.._...-------..------. ............Method of locating old mark .. .. .•_........... ---... ...... -- ..._.......------ .................... ...----- -------....._.-----._........-•-•.._....._......... ...--._............... Mannerin which reset ......._.--........._._..........................._-•-------------•-----•--••----•--._....•..----------•••-•....---.................. Description .------.....•....--•-------------•..................----------................•.............--•-•--•--...•.....----•-•-------•--•-•------------•---------•-------- -------------- -.. . -- - - - ._-- -_-.............................................................---•---••---.......--------............-------•----....................---•-•........---..._....... l ..�._..._......_.. ---- ...-- ........ ..................-•--......--------------......-------•--....----•-•---.--.............................. _._-... _.........._......-............. ..........--------.....-•--•-...._.....--•••--••-•----.-•--.. .......--•..._....._.0.0..._....---......0......----•---•...._......._....-• DESCRIPTION OF INTERSECTION MARK S���..........Corner i Date............ .........`........9 ........................................... ...................... ............. .. .. ........ /q Type of new mark set... —�!lC.:.. � � ...Cq�'e. Gc� �Jrrs.4 G...!S1G...... Section...... /./.................. i Typeof old mark found.......... ......................................................................0.......................... Township..,C-7-3....... _.................................................................................................................................................................. Range...........-E........... .... ' Methodof locating old mark..................................................................................................................................................................... ...................................................................................................................................................................................................0..................... Mannerin which reset................................................................................................................................................................................ Description............................................ . .................................................................................................................................................. ...............................................................................................................................................................................0...........0.......... •...............................................................................................................................................................................................................0........ ..........................................................................................................................................................................................0............................. ........................................................................................................................................................................................................ ...........................................................................................................................................................................................................0............. ....................................................................................................................................................................0.......... III. STAND ARD PLANS AND DETAILS ' PLAN&DET.DOC\ PAY LIMIT FOR TRENCH EXCAVATION AND BACKFILL ' SINGLE PIPE TRENCH 6'-0' ' SEE STANDARD PLAN H032, H032A FOR STREET RESTORATION REQUIREMENTS d ° e d BACKFILL MATERIAL 4o e eo NATIVE IF IT MEETS SPECS, ' OR IMPORT PER SECTION 9-03.19 (BANK RUN GRAVEL). d ° e e e STORMWATER PIPE 6 V-0 PIPE ZONE MATERIAL PER SECTION 9-03.16 BEDDING MATERIAL FOR THERMOPLASTIC PIPE EXCAVATION OF UNSUITABLE SOIL AND I BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER L — — — — — _ _ _ J MATERIAL SHALL MEET SECTION 9-13.6 QUARRY SPALLS NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. ' 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY ' EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE ' FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. 12" - 24"- CPEP STORM PIPES TYPICAL TRENCH BEDDING AND BACKFILL PROPERTY LINE 31-0" MIN. 6'-0"� FUTURE r6- BUILDING SEWER PIFE BUILDING SEWER w2"x 4" STUD SERVICE MARKER PAINT UPPER WITH 6" SIDE OUTLET P❑RTION WHITE ANS STENCIL ON SIDE WORDING 'SEWER' WITH 3" HIGH BLACK LETTERS. AND #6 WIRE WRAPPED AROUND THE STUD AND E SEWER AND BUILDING SEWER o I EXTENDED TO THE TOP OF THE STUD. a a UNLESS ❑THERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. 60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED OR DUCTILE IRON PIPE. 1.35 mix Ov CONCRETE BLOCKING i GON 2% MIN SLOPE HORIZONTAL 6'I SIDE OUTLET TEE 6" MIN SEWER MAIN SEWER MAIN CONCRETE BLOCKING ANGLE STANDARD SIDE SEWER INSTALLATION OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION (SEWER MAIN TO PROPERTY LINE) ELEVATION ADOPTED + CITY OF RBNTON NOTE, + UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY '` = standard plane LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER, IST DATE: Iz/is/91 DATE I REVISION BY APPR' DWG. NAME: BR39 SP PAGE: 8078 rr rr rr r� r � r rs r� ri r► rr r� ar rr r r rr rr I Frame and grate or ring and cover NOTES X a z ` I Riser or adjustment section 1. Handholds in riser or adjustment section shall �.. 1 have 3" MIN clearance. Steps in catch basin �i. - shall have 6" MIN clearance. No steps ore ` Handholds required when "B" is 4' or less. For details N D Q Ic± see Standard Plan "Miscellaneous Catch Basin 8„ ,• I Flat slob cover Details". 2. Precast bases shall have cutouts or knockouts with a wall thickness of 2" MIN. Hole size 20" X 24" or I shall be equal to pipe outer diameter plus 24" DIA j Steps and ladder catch basin wall thickness. Maximum hole size is 36" for 48" catch basin, 42" for 54" catch basin, and 48" for 60" catch basin. .�. i" Minimum distance between holes is 8". i 3. All base reinforcing steel shall be placed in �:.. 48 54"'or 60"" the top half of the base, 1" MIN clearance. 4. The bottom of the precast catch basin may be X , ? rounded. S. Frame and grate may be installed with fionge a r down or cast into riser. I 1 j i r i 1 j i j Reinforcing steel ` (for precast base with integral riser) I 0.15 SO IN/FT in each direction for 48" DIA Mortar fillet . •.! 0.19 SO IN/FT in each direction for 54" DIA N I 0.25 50 IN/FT in each direction for 60" DIA 48"" DIA-6"" . ` j :• ; Precast base with integral riser 54"" DIA -8"' Gravel bock fiII for pipe bedding, 60'" DIA-8"J�6"� I 6"' MIN compacted depth. For precast j I I bases only. • For separate cast in place CATCH BASIN TYPE 2 Separate cost in place or separate precast base 48" DIA, 54" DIA, OR 60"" D I A Ring Reinforcing steel (for separate base only) aa9RKTa STATE KPON rt OF nawa+ar1W 0.23 SO IN/FT in each direction for 48" DIA arrla.raswl wrae 0.19 SO IN/FT in eoch direction for 54" DIA r? 0.25 SO IN/FT in each direction for 60" DIA -• ,- ADOPTED .�► 1�Y O CrrY OF RENTON •• ♦ Standard Plans PRECAST•BASE JOINT ,-_,-„. D ea en e•.in iroiw ........ W _T Qt� = tan Dam 5/26/1995 aeae sG Du c.+cn e.an •vbN roes Ana s�D DETAIL B02/ DaT[ a[.IfIPI by u.a'0 DI•n NnR 111E SP PAGE r� +r rr rr �r tr r s rr rr r� rr r r r� r ■r r� rr NOTES: a4e D� Frame and grate o (see Standard Plan I. If wire mesh is used as on alternate to rebor, it shall for details) not be placed in knockouts. 2. The bottom of the precast base section shall be minimum 4" thick and may be rounded. 5 S'• yA 3. Knockouts may be on all four sides, either round or "D" ZA shape. Pipe to be installed in factory supplied knockouts. Hole size shall be equal to pipe outer 5 6" Riser Section diameter plus catch basin wall thickness, 20" MAX. 1 - e3 Bar hoop 6 4. The maximum depth from the finished grade to the pipe invert is 5'-0 . g S'- 5. The taper on the sides of the precast base section and 4 ;O, riser section shall not exceed 4%. 2 6. Frame and grate may be installed with flange down or cost Into riser. 12" Riser Section 12" 2 - e3 Bar hoop ; �N \ 2ro ? • Precast Bose Section 3, V-- (Measurement at the top a / \ MJN of the base) 03 Bar each corner----, . 2" 'I Q CATCH BASIN TYPE 1 e3 Bar each side ■tuna n a Kween V+er W"M � I awe14 YYlena , V 13 Bar each way N 1�Y O ADOPTED CITY OF RENTON Standard Plans 5-26-95 Revised precast base section and notes. FP '�� $ Last Date 5/26/1995 5-T-93 Revised notes and resigned. SJD DATE REVISION 111 APFR•D SP PAGE B012 Plan No l3-01 NOTES 1. Proprietary catch basin steps and approved alternate � •6 Bars of 7" centers plastic laddersare acceptable. j� h� bottom face 't--�' 2. Catch basin step legs shall be parallel or approximately with 1" MIN cover raddial at the option of the manufacturer, except that 2" all steps in any catch basin shall be similar. Clearance IXIIL Penetration of the outer wall is prohibited. TYP I 3. Opening in top slob may be 2,12" x 20" x 24" D I A. 2' MIN 4. As an acceptoblee alternate ho rebar, wire mesh ' i may be used. .,ram 96" TOP SLAB TYPICAL ORIENTATION -c3 FOR ACCESS AND STEPS Y. R '5 Bars at 6" centers bottom face with I" MIN cover 2" is 12"' MIN x Clearance III ', •8 Galvanized deformed rebar u HANDHOLD 12 MIN 11 3�" Center to center zo" ( 12"" MIN z 72a" TOP SLAB u D° PRI=FABRICATED LADDER CATCH BASIN STEP DROP RUNG 14 Bars at 6" centers CATCH BASIN STEP /\ bottom face with 1" MIN cover 2" ) c I eoro TYP nce MISCELLANEOUS �� rs;1. 2 I CATCH BASIN DETAILS r•wz.cra.sr•r[xrMnirT Wza.usnvar•na. 0.rr1..rwlreTOr �L '3 Bar (See Note 4) ; - 1" Clearance 1 ADOPT" CITY REMION 48", 54" AND 60" TOP SLAB GRADE RING ��� a. Srandard plazzs —+- s-r-u rwi..a ran«m ai.«niw..ww n.r«..«aar».. s,o ��N• L u Daze 5/26/1995 o•r[ aarlsla ar wra•o plan No B-017. SP PAGE B035 25" 2 1/2" CEMENT CONCRETE CURB 31 GUTTER \,-- CATCH BASIN VERTICAL CURB WALL SEE NOTE 1 EXTRUDED CURB LEVEL PADS (16) 3/4 X 2 1/4 X 1/8 PLAN i I 18"x24" 9/16" 1 1/2" (+1/32", -0" TYP) ------ 4„ ` GUTTER �-- 16"x 2 2" --� 3/4" CATCH BASIN WALL 17 3/4"x23 3/4" EXTRUDED CURB (+1/32", -0" TYP) SURFACE WATER UTILITY 25"x31" CATCH BASIN FRAME & GRATE DETAILS NOTES: ELEVATION (SHEET 2 OF 2) 1. DRILL AND TAP FOR, AND PROVIDE, TWO LOCKING BOLTS 5/8"-11 NC STAINLESS TYPE titY p ADOPTED 304 STEEL SOCKET HEAD (ALLEN HEAD) BOLTS, 2" LONG. G s '{ CITY OF RENTON 2. FRAME MATERIAL IS CAST IRON PER ASTM A48 CLASS 30 OR BETTER. + '�' ;. SET FRAME TO GRADE AND CONTRUCT ROAD AND GUTTER TO BE FLUSH WITH FRAME. STANDARD PLANS FRAME IS OLYMPIC FOUNDRY #SM50 OR EQUAL. �!1 jV tO$ LST DATE: 12/96 AT REVISION I BY JAPPR D DWG. NAME: BR-18A SP PAGE: B020.2 Wl" i 1/2" x 3" x 3/8" NON-SKID PATTERN CAST INTEGRAL ON TOP 0 0 26-3/8" tnpop�po p�{1Pp 25-1/4" O o 240 " 1 23-1 4" T3/4 / " FRAME (NON-LOCKING COVER (NON-LOCKING) 33-1/4" A FOR 5/8"-11 N.C. x 1-1/4" SECTION A-A �,'� B S.S. SOC. HD. CAP SCREW (3 REQ'D.) 5/8" 3/8" 1—3/8" �/ ` 1/2" TYP. TYP. NON—SKID PATTERN �2„ 0 0 A p o p�{IPg D 0 B 1-7/8" TYP. a 1" SEAT �- -� �---2-1/2" 25" 2" RAISED LETTERS AS REQ'D. SEE NOTE No.3 BELOW SECTION B-B UNDERSIDE SHOWN FOR CLARITY 3/4" CORE (TYP.) ON 23" B.C. DRILL AND TAP 5/8"-11 N.C. 1-1/2" CORE (TYP.) (LOCKING) ON 23" B.C.(TYP. 3 PL.) FRAME (LOCKING) COVER (LOCKING) NOTES: MANHOLE FRAME AND COVER 1. FOR NON-LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL. fW��. ADOPTED 2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL. CITY OF RENTON 3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). 'P- STANDARD PLANS �N.tC► LST DATE: 12/96 10/17/96 Edited notes. DCV I AG DATE REVISION I BY IAPPR' DWG. NAME: BR29 SP PAGE: B074 CONSTRUCTION PLANS ' PLANCOV.DOC\ n � ENTON p I r _ITY OF HT6U, CONTROLLING MON/1160 - -.-.- ._ ...LEGEND .._ U ( II t NOTE' CON tEV LINE INTERVAL IS 0.5 METERS: -_-,-. -._Sflnit Side Sewer f OU Converted to _ 'ALL OUT ELEVATION$HAVE 9EEN CONVERTED TO FEET` 1, I ���■ ��N VA L e ^v - _.t. Waters Meter to ea(Loeation approxima ejj ay HOURS ; I' c BEFORE YOU DIG ;� ,.._Exi y a t 'o S� _ e t-Exiatin Sonitar Sewer Main N I ___ - _ sting-W let MOin� } le'h SCALE-----I �� . "'' -..--L__- '. i tr { --a-Exist,ng Stormwater Piped �- 4 a a _.... U � �• i 800 424 5555New Starmwater Pipe � • �,.tl I_ $ W 1 ' Parr - ' .-- I Q h---Existin Utllit Linea width,•Y� 9 Y ( diameter) ! ✓'a i I -Right of Way Boundry 8-4'`J I.rt j I -_a.�G� -., I ;4`-•-`_. f - } -..(_ �� I?---CenterNne of Right of Way :� >E. 1 _ r - ��72� + � Storm Drain Manhole i„ 1(p. 1 4SE j 1909 p ;-^ Storm Drain Catch Basin �i1,- Y�•F U) W t\ - �' I -,-..... .._.i - ..... .._.... i ,_.... b ) Sonitdr)lSewer".Manhole 3 ! i GARAGE ...,.... L41 P•' j CS 01B - ' W N NEW TYPE 1 ! I y HcE.N 901 y - I J _- UQ I —T — — ! Remove Existing CB L� aw 1Y of 12•Cif Q (Selvage frame and grata)�� EP ASPH. —T —— a ------ _ - Y _� .... .... Y CV U - _fie.a+w.,•• _ J i _—� _ '45 9 — U LJ.I I h ® ... -_. ..._...._... _ -_._-- / GP.AVE_ etelkY� ASPH 11 L ---147 5 90 CB e1 , �`, - ...,.. - Sea i , Note '•{ 4 9 4�M = Z (n O+ O Cardlt�241f r r '�?o. rn• --_ row -� sis•x*qc-r„--- 1+00 _ Remove and Replace Exlstin 12' - "^"�-•- OIL TYRy - 9 r Storm PIPS with New 18' Storm Pipe ro.._ r ------ __ -� O P a r ------.. ..- 0 - 1 _ H rc.. r Ca TYPO C. (n t v roe 3+00 12 cPEP k - � - , i NOTES r _ tt k Avekve Sou Ave Sou NEW TYPE 1 r 4 CLZ _ _ — 14r _ r-�� Q.o I'7. All Type 2 CB's Shull Have Solid Locking Lids. I- J —__ ,- �Remove Existing CB / MLLId® 15G.9 ,. _-- x�-...T. -- o,,, �2. Type i CB Profiles Are Along Pipe Cihes.'" - - t so"' ""'�l� -g e ���- ,_ - "", •-•` _.__.,_. { (Salvage frame and grate) I _ -- Card C) a°1'c 3. All CB Grotes-Shall 66 Set;0.7 Feet.Below ' E Adjacent Ground Level. i .a'r,{ -_ - . . - - 4.Feld Ad'st T /; �} ` S u$ N Type 1 CB s'To LocatE At low Pointe, ASPH H� , I In Ffaw Lines, And To 9. CoRtractor Shull call Puget Sound Energy - A, - __-_ -___-_--_ [-y Clear Exs4ng U\Iities. (206) 90-1858) 48 hours prior to Work Within of ��� - � hS' o 1 the 20�Gaa Main. � - _ CR �S V rn° 5. ASPHALT RESTORATI •- ---- .._.. - i 1 p ONdUse Typicbl Tfencti patch (City Detail S I ----- ,. JI �R<53 pp : c E I � H032A) For All Areo6.. - - > ! ;' �. ._. 10. 2�Gas line be supported 1 v < r PPorted with nylon straps, L ., staked at TO' intervals, doing trench excavation. - m'E � 6. Maintain Minimum1,2 Inch Vertical Separotion-@etween � if s •f \E 12 Inch Water Main And Stormwbter Pipe Where-Passible- - 1 �^ Contractor shall Identify any'separatlon less than 12 Con roctor shoo provide t' of Bond os beddieg t i _ 3 CHECKED FOR C04PLIANCE Li �� ca` �- -for review by City. �-�: !` / ....--_ _ , -- - - -- YSTANDARDS t _ - -, f(� tt i Y °-� 7. Minimam 6 Inch horizontal separation.Detween G'B.'s apd•Guf Line. f _ - l TO CITY I 01 i s ✓3'Contractor shall restore oil landsco in I 0 _C6 ucti surfacing, .... �. .. 2 i (J} --. and structures disturbed by�construction t -�'�., r - ` 'sue. � fat Y / Da '- � � 1 _I� te5 j �' t �5 :.: _ - •; ,, SE. ,918 ,' .. —� --- ------------_- � Y � _r �REC0�1!�fENDED STA 0420 STA Moo......-_..._...... PLAN VIEW — )•a — _ ; I ! F OVAL, . ._. _ 2e0° 2 BY �- STA o' .. :::.. .. ... ... .......-1 .. STA a�. ..... .. ... - ... .. ......L... ................._.__ STA 4e00 .._..... .;._ ::: .. .. ... ... .. ._.. _ _ STA 5+00 150 • tl :......._ :.:.. .. N-EW C_8f1 TYPE-2 48'-LOCKING D ... I - "- STA, 7—+4 .. .�._rA YP 4 -R I -._:..a 7VPE 2-34•STA't+ S8'LEFT Exiatin to remain :. . ` .. RIM EL:_149.76 .,..,....... ._...... _. - ..IS-.5 AND NEW 18"N IE 143.T7 :{ -148'e6- ... _....RU EL 149,77 FT - ... _IE T44.97. NON IE 14506 �.:: .......:143.02 ... ...._ _ _ .. -. LE. 143-08:(12•NEAST)".S 1� . ... ... - .:::�I� ....IFti i4it:0✓ NEM'1A"NORTH). _ ..... _. ........ .....:... ... .�...:..... GRADE ALOAC.$TdRV'TRtitiif.LINE WATER-iERVTCE. _ .. - - .... .. a .. ... ... - ... .. .......... .. ... -- .. .. .. -. DEPTH'UNK.... Nna._ERr1 ...._ .. CE .. ....... 1� _ - , -.LL�. .. .... ... EX.R�E�.I746:O45TA $ ....... - : .::: ...1... I ... - �137.15 NEW to"83 .. - ............._. .. ... ... ... ._.....__... - .:.. .. .. 5 .... :.. ..... 29(EXSTING.SOUTH)12- ST)P7. .........' ...:.. {.. - _...,.. .......--^ GAS PARALLEL TO STORM LINE... .. ::. : - ....`` - I. 737M (EXISTING':1.2... 2" :1EP R UNTiN� -._. I.E. d ... '..... :: EMOVE EXISTING 16' -I::I H APPROX. .. ';..," ..... .. ... TER SERVICE Q .-... - ... .. .. .. .. .. ........ -... ... - .. OtP T WA WE .....FXtS1IN OEP*+I lM 4F q i_sr m : I ATCK EXTS",IN cPEP Z'�*'h,.� : B_SS PARALLEL TO.STORM LINE -r e SANITARY RDE SENII2 .. _ .. _ :.:.. :.:. 144 142 - - 1'ERa•S) �.� DEPTH.APPROX.', :. APPROx RELOCATE IF NECESSARY' : ...__ ..... :. .. :. .. 150 NEW CB IA TYPE 1 INLET ockfn Grata NEW Cute 7 - - !t� _ ... JDEPTH MAY VAgy,`�✓ - S6*-4e.DEEP 1+4 r CI YPE 1 IN T In Cr to - .....RIM EL 1492 t4ATCH E%ISTINC _ A.1+4 I .. ... .... _.. _ DEPTH O.SS PARALLEL TO STORM LINE - �'_ — 1s'W,e 142 12'W IE ti45 _... _.. ! - RIM EL 149t MATCH EXISTING! ...`q. _. .OEPTZ APPRO%IMATE _ - 140 : I 12"E 1453 __ _ I I 748 _ fMAT'CN CA ISTIN iB•CP�p S7(vtM PIPE 1 Z Exiaitbq B"water Ln� 138 --- 20 Go 1 — 146 „ I I a-5' e + th f.in�e rouon-4 0 -(aa t4termiritd60y patNMeinq - C';•_ UTILITY NOTE: w _ __ I _. aAo°J. s - I 2"GAS ._ THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE �, LOCATION. DIMENSION, AND DEPTH OF 11L EXISTING UTILITIES 138 WITHIN THE PROXC7 WHETHER SHOWN ON THESE PLANS OR NOT, - ` — 136 BY POTHOLING THE UTU77ES AND SURVEYING THE HORIZONTAL — 144 11 LF 12"CPEP AND VERTICAL LOCATION PRIOR TO CONSTRUC710N:: THE UnL)TIES �.i nnr e Ig LF.14 CPER 1 I o 2ox _ SHOWN ON THESE PLANS ARE BASED UPON 44E UNVERIFIED - - �'braTl.P�c�,�W f�t/�17 0 2.ox - PUBLIC INFORMAPON AND ARE SUBJECT-TO VARIATION, IF CONFLICTS SHOULD OCCUR.No Ewmt;ng B'Sondory Sawn. THE CONTRACTOR SHALL CONSULT - ... WITH THE PROJECT ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING V47H CONSTRUCTION. o . . SCALE: HORZ. 1' = 20' VERT. 1' = 2' SHATTUCK AVE SOUTH STORM SYSTEM PROJECT D —2 7 7 1 O 1 1